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24128 plans
Abbreviations AB Anchor Bolt Gyp. Bd. Gypsum Board AFF Above Finished Floor Hdr. Header AC Asphalt Concrete HVAC Heating Ventilation & Air Conditioning Adj. Adjustable HD Holdown Brg. BM Bearing HC Hollow Core, Handicap Bench Mark HM Hollow Metal Blk'g Blocking Lt. Light B/t Between Mfr. Manufacturer CF Cubic Feet Max. Maximum Cl Cast Iron Min. Minimum CB Catch Basin Misc. Miscellaneous Clg. Ceiling Mt. Mounted, Mounting CL Center Line Col. Column NIC Not in Contract Conic. Concrete NTS Not to Scale Cont. Continuous 0/ Over Dia. Diameter O.C. On Center 0 Diameter Plywd. Plywood Dbl. Double PTDF Pressure Treated Douglas Fir Ds Downspout R Radius DF Douglas Fir Req'd. Required (E) Existing Rm. Room EA. Each Rdwd. Redwood Elev. Elevation SC Solid Core Eq. Equal Stl. Steel FOC Face of Concrete Sq. Square FOM Face of Masonry S.F. Square Feet FOS Face of Stud (or Steel) Thk. Thickness TBR To Be Removed FF Finished Floor TOB Top of Beam FG Finish Grade TOC Top of Curb Ftg. Footing T&G Tongue and Groove GA- Gauge T&B Top and Bottom Glu-Lam Glue Laminated TSL Top of Slab GS Galvanized Steel TOP Top of Paving LINO Unless Noted Otherwise movers and self Storage 5600 South Higuera St., San Louis Obispo symbols O REFERENCE NOTES CONTROL POINT O DOOR SYMBOL A SECTION IDENTIFICATION SHEET REFERENCE O WINDOW SYMBOL 7 3 DETAIL IDENTIFICATION SHEET REFERENCE BO FIXTURE TYPE A DoINTERIOR ELEVATION SHEET REFERENCE REVISION SYMBOL C -"� PROPERTY LINE MATCH LINE FINISH CONTOURS ------ EXISTING CONTOURS -f� `P 4r' P� i ! h r ,�a �! f rd'49E' of \/icinitu Maio ewruu a z _ _ 2i` it I corm I �J Genera) Notes Project Pata A. CONSTRUCTION SHALL BE IN CONFORMANCE WITH THECAUFORNIA BU ILOING CODE 2007, BASED ON: PROJECT OWNER: CALIF. MECHANICAL CODE 2007 CALIF. ELECTRICAL CODE 2007 MEATHEADMOVERS CALIF. ADMIN. CODE, T-17&24 CALIF. FIRE CODE 2007 144 HIND LANE, SUITE 140 CALIF. PLU MBING CODE 2007 CALIFORNIA BUILDING CODE 2001 CAN LUIS OBISPO, CA 93401 IT B. NOTHING IN THESE PLANS 15 TO BE CONSTRUED TO PERM WORK NOT CONFORMING TO THESE CODES. C. NOTIFYARCHITECT BEFORE ANY CHANGE IN CONSTRUCTION. ARCHITECT OF RECORD. D. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARETO FACE OF STUD, ROUGH CONCRETE SURFACE, FACE OF STUDIO DESIGN GROUP MASONRY, OR CENTERLINE OF STEEL MEMBERS. E. DO NOT SCALE OFF OF DRAWINGS. NOTIFY ARC HITECTIM MEDIATE LY OF ANY DISCREPANCY IN DIMENSIONS. 641 HIGUERA ST. 5UITE303 F. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSURE THAT DETAILS REQUIRED BYTHE SAN LU150615PO, CA 93401 VARIOUS CODES, 5UTNOT SPECIFICALLY NOTED IN THESE PLANS ARE COMPLETED ACCORDING TO THE CODES. ITS, ATTN: DAVID BRANNON, PROJECT ARCHITECT EXPECTED THAT EVERY CONTRACTOR IS FAMILIAR WITH ALL CODES,ORDINANCES, ETC. AFFECTING HI 5 WORK AND THAT ALL 541-38465DGDAVID@5DGARCHITECT5.COM WORK COMPLETED 15 IN COMPLIANCE WITH SAID CODES. 0. ALL WORK SHALL BE FIR5T CLASS WORKMANSHIP. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACT ORTO ENGINEER OF RECORD: INSURE THAT WORK, DETAILS AND A55EM SUES REQUIRED FOR A COMPLETE INSTALLATION, WHETHER SPECIFICALLY DETAILED IN THESE PLANS OR NOT, ARE COMPLETED. LAM PMAN & SMITH, INC. H. INSTALL ALL EQUIPMENTAND MATERIALS IN STRICTCON FORMANCE WITH MANUFACTURERS SPECIFICATIONS, 805 AEROVISTA PL, SUITE 204 APPLICABLE ASSOCIATION STANDARDS, OR NORMALLY ACC EPTABLE TRADE6TANDARD5. SHOULD DISCREPANCIES OCCUR SAN LUIS OBISPO, CA 93401 BETWEEN THESE REQUIREMENTS, THE M06T RESTRICTIVE REQUIREMENT SHALL GOVERN. MIKE SM ITH, ENGINEER I. IN THE EVENTTHAT ANY FURTHER DATA, INFORMATION OR CLARIFICATION OF THESE PLANS 15 REQUIRED, IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE A VERBALAND WRITTEN REQUEST TO TH E ARCHITECT AT SOILS ENGINEERING: THAT TIM E PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES FOUND WITHIN THIS 5 ET OF PLANS. GEOSOLUTION9, INC. J. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ATTHE 5ITEAND 220 HIGH ST. SHALL NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES BETWEEN ACTUALSITE CONDITIONS AND INFORMATION SAN LU15 OBISPO, CA 93401 SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS BEFORE PROCEEDING WITH THE WORK. PATRICK MCNEILL, ENGINEER K. THIS BUILDING SHALL HAVE FIRE SPRINKLERS PER APPLICABLE PORTIONS OF NFPA 16. CONTRACTOR SHALL REPORT# SLO672&.1, JULY16, 2008 SUBMIT PLANS, CALCULATIONS ANDSPECIFICATIONS FOR THE SPRINKLER AND ALARM SYSTEMS TO THE BUILDING DEPT. FOR REVIEWAN D APPROVAL BYTHE FIRE DEPARTMENT PRIOR TO INSTALLATION. 51TE: L. SUBMITTAL POCU MENT5FOR DEFERRED SUBMITTAL ITEMS SHALL 15E SUBMITTED TOTH9 ARCHITECT OR ENGINEER LOT: PORTION OF LOT 15 SUBURBAN TRACT COUNTY OF OLD OF RECORD, WHO SHALL REVIEWTHEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION APN: 053-051-043 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BE EN RE VIEWED AN D THATTHEY HAVE BEEN 51ZE: 267,146 OF FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL IT EM5 ZONE C5 SHALL NOT BE INSTALLED UNTIL TH EIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BYTHE SETBACKS: REQUIRED PROVIDED BUILDING OFFICIAL. DEFERREDITEM55HALLINCLUDE: 5TREETYARD 15' 75' A. TRU56 CALCULATIONS AND SHOP DRAWINGS OTHERYARDC 0' 0' B. FIRE SPRINKLER SYSTEM, PLANS ANDCALCULATIONS • C. PREFABRICATED STEEL STAIR SYSTEM D. DETAILED ON 51TE FIRE MAIN PLANS SHALL BE DESIGNED PER CITY STANDARDS AND NFFA STANDARD 24, LANDSCAPE COVERAGE 61093 OF 23% SEPARATE SUBMITTAL REQUIRED. M. ALL PROP ERTY CORNER M ONUM ENTS SHALL BE IN PLACE AN D IDENTIFIED ATTHE TIME OF TH E FOUNDATION BUILDING COVERAGE 109,2139F 41% INSPECTION REQUEST, PAVEMENT COVERAGE 96,&40 OF 36% N. SPECIAL INSPECTION SHALL BE PROVIDED PER REQUIREMENTS OF CHAPTER 17 OF CBC INCLUDING HIGH STRENGTH CONCRETE, DRILLED ANCH OR5, EPDXY METAL FIER SYSTEMS WHERE U SEP. THE STRUCTURAL ENGINEER OF BUILDINGS: RECORD5HALLPREPAREAN INSPECTION PROGRAM THAT SHALL BE SUBMITTEDTO THE BUILDING OFFICIAL FOR EX15TING DUI LOIN G: APPROVAL PRIOR TO ISSUANCE OFT HE BUILDING PERMIT. THE INSPECTION PROGRA M SHALL DESIGNATE THE PORTIONS OF THE WORK THAT REQUIRE SPECIAL INSPECTIONAN D THE NAME OR NAMES OF THE INDIVIDUALS OR CBCGROUP B-OFFI CEO, 6-1 STORAGE FIRMS WHO ARE TO PERFORM THE 5 FECIAL INSPECTION AND INDICATE THE DUTIES OF THE SPECIAL INSPECTOR. CONSTRUCTION TYPE II-5. FIRE SPRINKLED 0. APRE-CON9TRUCTION MEETINGSHALLBE COORDINATED BYTHE OWNER/ DEVELOPER ORCONTRACTOR AND SHALL EXISTING BUILDING AREA: INCLUDE PERTINENTCITY STAFF. A9 A MINIM) M, THE ASSIGNED BUILDING INSPECTOR AND PUBLIC WORKS lot FLOOR OFFICE (1 OCC/ PER 100 SF) 1,219 5F INSPECTOR SHALL BE INCLUDED IN THIS MEETING TO DISCUSS TH E LIMIT OF PU BLIC AND PRIVATE IMPROVE MENTS lot FLOOR OPERATIONS (1 OCC/PER 100 OF) 2,3315F AND THE CORRESPONDING INSPECTION RESPONSIBILITIES. lot FLOOR STORAGE (I OCC/PER 500 OF) 14.164 OF P. THEPU5LICIMPROVEMENTSSHALLBE5UBSTANTIALLYCOMPLETETOTHE6AT15FACTIONOFTHEPUBLICWORKs lot FLOOR FOOTPRINT 17,704OF DIRECTOR PRIOR TO FINAL INSPECTION APPROVALS AND/ OR OCCUPANCY OF ANY BUI LDING. Q. RECORD DRAWINGS OR AS BUILT PLANS ARE REQUIRED FOR ALL WORK WITHIN TH E PUBLIC RIGHT OF WA OR WITHIN CITY EASE MENTS AT THE COMPLETION OFTH E PROJECT PER CITY STANDARDS AND CITY STANDARD 2nd FLOOR OFFICE (I OCC/PER 100 OF) 2,900 SF SPECIFICATIONS. THE RECORD DRAWINGS SHALL BE RECEIVED AND ACCEPTED PRIOR TO FINAL INSPECTION APPROVALS AND/ OR OCCUPANCY OF ANY BUI LDING. TOTAL BLDG. AREA (1st & 2nd) 20,604 OF R. A SEPARATE ENCROACHM ENT PEP MIT15 REQUIRE D FRO M THE P UDLIC WORKS DEPARTM ENT FOR ANY WORK OR NEW 5ELF STORAGE: CONSTRUCTION STAGING IN THE PUBLIC RIGHT OF WAY OR FOR WORK WITHIN CITY EASEMENTS INVO LYING A CBC GROUP 5-1 STORAGE CONNECTIONTO PUBLIC UTILITIES. CONSTRUCTION TYPE 11-B,FIFE SPRINKLED S. REMOVAL OF TREES MAY REQUIRE A TREE REMOVAL PERMIT. TREE PROTECTION MEASURES A5 REQUIRED BYTHE BLDG A 7,650 SF CITY ARBOR15T WILL BE PROVIDED. CONTACT ARBORIST RON COMBS AT 781-7220. T. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITYOF SAN LUI5 05I5P0. BLDG B 7,200 OF U. CITYPIRE DEPARTMENTWILL BENOTIFIEDPRIORTOREMOVALOFFIRE HYDRANTS OR FIRE RI5ER/SPRINKLER BLPGC 6,000 OF (PHASE I) SYSTEMS. BLDGD 9.600 OF (PHASE 1) ' V. SPECIAL INSPECTION WILL E REQUIRED IN THE FOLLOWING CATEGORIES AND SHALL BE CO MPLETED AS REQUIRED I3LDGE 14,600 SF SYCBCCHAPTER I7WITH REPORTS SUBMITTED TOTHE CITYAND ARCHITECT. THE GENERAL CONTRACTOR SHALL BLDGF 9,360 SF G-1 G-2 G-3 04 G-5 DEMO-1 DEMO-2 C-1 G2 C-3 G4 L-1 L-2.1 L-2.2 L-3.1 L-3.2 L-4 L-5 A-1 A-L1 A-2 A-3 A-4 A-5 A-6 A-7 A-& A-9 A-10 A-11 A-12 A-13 A-14 D-1 D-2 D-3 9-1.0 5-1a b-2.0 5-3.0 12.2000UPANTS 5-32 23.3000UPANTS 2&0 OCCUPANTS 6.4.1 5-5.0 9.5.1 29.0 OCCUPANTS 1 5-52 BE RESPONSIBLE AS THE SPECIAL INSPECTION COORDINATOR. TOTAL 56,410 OF 0 OCCUPANTS 1. 501L5 COMPLIANCE PRIOR TO FOUNDATION PLACEMENT 2. CAST IN PLACE CONCRETE OVER2500 PSI PARKING: 3. STRUCTURAL MASONRY 4. STRUCTURAL STEEL FRAMING PERCBC 1707.4. INCLUDING: PARKING REQUIRED: OFFICE AT1/300 14 a. FIELD WELDING b. HIGH STRENGTH BOLTING STORAGE RECEPTION 2 c. WELDING IN NON -APPROVED SHOPS TOTAL: 16 d. SCREW ATTACHMENTAT STORAGE BUILDINGS e. CONCRETEANCHOR ATTACHMENTS AT STORAGE BUILDING - P}SRR1Nfi PROVIDED {6 SPACES 5. EPCXYANCHORS JUL S8 JUL 6. COLDFOPME09TEEL FRAMING, INCLUDING: BICYCLE STORAGE q nq a. 5CREW,BOLTATrACHMENTTO FLOORBEAM5 15% OF 16 = 3 SPACES b. ANCHORING TO FOUNDATION BUILDING DISION I SELF STORAGE RENTERS PARK ATTHEIRUNITS CITY OF SAN I. I OBISPO sheet index GENERAL INFORMATION MP ROOM SIONAGE 21 MP -.1 ENLARGED RESTROOM NOTES CONDITION50F APPROVAL MP-3.1 CODE ANALY916 MP-3.2 FIRE A85EMBLY AND PENETRATION NOTES MP-3.3 MP-4.1 SITE DEMOLITION PLAN MP-4.2 BUILDING DEMOLITION PLAN MP-4.3 MP-5.1 GENERA LCI VIL NOTES GRADING AND UTIUTY PLAN T24 T24 GRADING AND UTILITY PLAN CIVIL DETAILS E-1.0. PLANTING PLAN E-1.1 IRRIGATION PLAN E-1'2 IRRIGATION Notes E-1.3 LANDSCAPE DETAILS E-2.0 LANDSCAPE CONSTRUCTION DETAILS E3.0 PLANTING 9PECIFICATIONS E-3.1 IRRIGATION SPECIFICATIONS E-4.0 E-4.1 E-4.2 ARCHITECTURAL 91TE PLAN SITE DIMEN51ON PLAN E-5.0 LOWER FLOOR PLAN ET24.0 UPPER FLOOR PLAN ET24.1 EASTERLY ANDNORTHERLYELEVATION5 SOUTHERLY AND WESTERLY ELEVATIONS 9.1.1 PARTIAL EXTERIOR SELF STORAGE ELEVATI ONS - 5-1.2 DOOR AND WINDOW SCHEDULE 6-1,3 CURTIN WALL ELEVATI ON5 - S-lA FINISH 5CHEDULE 6.2.1 CABINET ELEVATIONS 9-2.2 LOWER REFLECTED CEILING PLAN 9.2.3 UPPER REFLECTED CEILING PLAN 6.3.1 SECTIONS A & B S-52 SECTION C AND EXISTING BUILDING ELEVATION S-3.3 ENLARGED 5TAIRPLANS 5-4.1 ROOF PLAN 5-4'2 ARCHITECTURAL DETAILS S-4.3 ARCHITECTURAL DETAILS 5-5.1 ARCHITECTURAL DETAILS 6-5.2 5-53 GENERAL STRUCTURAL NOTES 6.6.1 GENERAL STRUCTURAL NOTES 5.6.2 OPERATION9 WALKWAY FOUNDATION AND FRA MING S-6.3 OFFICE FOUNDATION PLAN 5-6.4 OFFICE FLOOR FRAMING PLAN 5.6.5 OFFICE ROOF FRAMING PLAN S-6.6 FOUNDATION DETAILS 6-7.1 FOUNDATION DETAILS 5-7.2 FRAMING DETAILS 5-73 FRAMING DETAILS SD-1 FRAMING DETAILS SD-2 SOZ EC-1 EC-2 REVIEWED FOR CODE COMPLIANCE BUILDING DIVISION • CITY OF SAN LUIS OBISPO THIS PLAN TO BE KEPT ON THI` JOB AT ALL TIMES CALL FOR INSPECTIONS AT LEAST ONE WORKING DAY IN ADVANCE 781-7180 Plans shall not be changed or altered without authorization from the Building and Safety Division. Approval of plans shall riot be construed to be a permit for, or an approval of, any violation of any city ordinance or state law. ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.5413848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. GENERALNOTE5 SCHEDULES AND SPECIFICATIONS MECHANICAL SECOND FLOOR PLAN MECHANICAL ROOF PLAN PLUMBING FIRST FLOORPLAN PLUMBING SECOND FLOOR PLAN PLUMBING ROOF PLAN DETAILS DETAILS DOCUMENTATION NOTES AND LEGEN05 SINGLE LINE DIAGRAM FIXTURE SCHEDULE PANEL SCHEDULES ELECTRICAL 51TE PLAN LOWER FLOOR LIGHTING PLAN UPPER FLOOR LIGHTING PLAN UPPER FLOOR POWER AND SIGNAL PLAN ELECTRICAL ROOF PLAN ELECTRICAL DETAILS INTERIOR TITLE 24 EXTERIORTITLE 24 STORAGE BLDG GENERAL NOTES NOTUSED STORAGE BLDG SPECIFICATIONS STORAGE BLDG STEEL SHAPES STORAGE BLDG A FOUNDATION PLAN STORAGE BLDG A PARTITION PLAN STORAGE BLDG A ROOF FRAMING STORAGE BLDG B FOUNDATION PLAN STORAGE BLDG B PARTITION PLAN STORAGE BLDG BROOF FRAMING STORAGE BLDG C FOUNDATION PLAN STORAGE BLDG C PARTITION PLAN Job Number: 0859 STORAGE BLDG C ROOF FRAMING Dr, By: JDB STORAGE BLDG C FOUNDATION PLAN Date: January 23, 2009 STORAGE BLDG C PARTITION PLAN STORAGE BLDG C ROOF FRAMING STORAGE BLDG E PARTIAL FOUNDATION PLAN /� /' \ STORAGE BLDG E PARTIAL FOUNDATION PLAN Revise March 26, 2009, Pin Chk STORAGE BLDG E PARTIAL PARTITION STORAGE BLDG E PARTIAL PARTITION Revise May.20, 2009, Pin Chk STORAGE BLDG E PARTIAL ROOF FRAMING STORAGE BLDG E PARTIAL ROOF FRAMING STORAGE BLDG F FOUNDATION PLAN 3 _ June 1, 2009, Demo pmtt STORAGE BLDG F PARTITION PLAN STORAGE BLDG F ROOF FRAMING `1- STORAGE BLDG DETAILS June 1S, 2009, PC 4 STORAGE BLDG DETAILS STORAGE BLDG DETAILS SWPPP EROSION CONTROL NOTES 5WPPP EF05ION CONTROL PLAN General Information I Sheet Number I Cr31 , r a FIRE ALARM CONTROL PANEL E-1 E-3 SERVICE EQUIPMENT d E-2 1 " RAISED LETTERS — 3/4" typ. CALIF. GRADE #2 BRAILLE PERMANENT ROOMS AND SPACES NOTES: A. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES (SIGNS WHICH WILL BE IN PLACE FOR A YEAR OR MORE) THEY SHALL COMPLY WITH CDC SECTIONS 11175.5.2 FOR FIN15H AND CONTRAST,11175.5.3 FOR PROPORTIONS,11178.5.5 FOR RAISED CHARACTER AND PICTORIAL, 11176.5.6 FOR BRAILLE TEXT AND 1117B.5.7 FOR M OUNTING HEIGHT AND AS NOTED BELOW. RAISED AND BRAILLE CHARACTERS A. LETTERS AND NUMERALS ON SIGNS SHALL BE RA15ED 1/32", 5ANS SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. B. RA15ED CHARACTERS SHALL BE BETWEEN 5/8" AND 2" HIGH. C. CHARACTERS AND BRAILLE SHALL IN A HORIZONTAL FORMAT. D. BRAILLE SHALL BE PLACED A MINIMUM OF 3/8" AND A MAXIMUM OF 1/ Z' DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. E. WHEN TACTILE TEXT 15 MULTIUNED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. F. BRAILLE DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS INTHE FIRST CELLTO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. G. BRAILLE DOTS SHALL BE FA15ED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. H. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. PICTOGRAMS A. PICTOGRAM5 SHALL BE ACCOMPANIED BYTHE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. B. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6" IN HEIGHT. FIN16H AND CONTRAST A. CHARACTERS, SYMBOL AND BACKGROUND OF SIGNS SHALL. BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. B. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK BACKGROUND, OR OPPOSITE). C. LETTER6AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1."5 AND 1:10. MOUNTING LOCATION AND HEIGHT A. PERMANENT IDENTIFICATION SIGNS, WHEN PROVIDED, SHALL BE INSTALLED ON THE WALL ADJACENTTO THE LATCH SIDE OFTHE POOP (AT DOU BLE LEAF DOORS AND WHEN THERE 15 NO WALL SPACE ATTHE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEARE5TADJACENT WALL, PREFERABLY ON THE RIGHT). B. PERMANENT IDENTIFICATION SIGNAGE SHALL BE LOCATED ON THE APPROACH 51DE OF THE DOOR A5 ONE ENTERS THE ROOM OR SPACE. C. PERMANENT IDENTIFICATION SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR A5 ONE EXITS THE ROOM OR SPACE. D. MOUNTING HEIGHT SHALL BE 60' FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. E. MOUNTING LOCATION SHALL BE SUCH THAT APER50N MAY APPROACH WITHIN 3" OFTHE $IMAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. E PERMANENT ROOM SIGNAGE TACTILE/BRAILLE ID SIGN MEN5 RESTROOM C-1 0 WOMGNS TACTILE/BRAILLE ID SIGN WOMENS RESTROOM C-3 1' 0" DOOR 5YMB0L C-2 14 DOOR SYMBOL C-4 TACTILE/BRAILLI ID SIGN UN15EX REMO C-5 V& DOOR SYMBOL NI X C-6 TACTILE/BRAILLE NOTES: ALL SIGNAGE SHALL COMPLY WITH ADAAG & CABC REQUIREMENTS INCLUDING THE FOLLOWING: A. ADAAG 4.1.2(7) BUILDING SIGNAGE F. ADAAG A4.6.4 SIGNAGE B. ADAAG 4.1.3(16) BUILDING SIGNAGE G. CABC 1003.2.8.E TACTILE EXIT SIGNAGE C. ADAAG 4.30 51GNAGE H. CABC 11155.5 IDENTIFICATION SYMBOLS D. ADAAG 4.6.4 SIGNAGE I. CABC 1175.5 SIGNS AND IDENTIFICATION E. ADAAG A4.30 SIGNAGE Gk ACCESSIBLE 10 ACCESSIBLE ENTRANCE SIGN FINISH AND CONTRAST A. CHARACTER5, SYMBOL AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. B. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK BACKGROUND, OR OPPOSITE). C. LETTER5 AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. PICTOGRAMS A. PICTOGRAMS SHALL BE ACCOMPANIED BYTHE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. B. THE OUTSIDE DIMENSION OFTHE PICTOGRAM FIELDSHALL BE A MINIMUM OF 6" IN HEIGHT. A ACCESSIBLE ENTRANCE EXIT TACTILE/BRAILLE EXIT SIGN B-1 STAIR 1 Z d I st Thru 2nd 12" MIN. EXIT STAIRS DOWN EXIT ROUTE NAME OF STAIR V RAISED LETTERS ROOF ACCESS RAISED 5 POINTED STAR A7 DISCHARGE LEVEL. (HEIGHT TO BE THE SAME AS FLOOR LEVEL CHARACTER) FLOOR LEVEL (W NUMBER) FLOORS SERVED CALIF. GRADE #2 BRAILLE TYP. TACTILE EXIT SIGNAGE NOTES; TACTILE/BRAILLE EXIT ROUTE SIGN B-2 STAM I (No Roof Access) 2 2nd Thru Ist CALIF. #2 BRAILLE A. TACTILE EXIT 5IGNS 5HALL BE PER CBC CHAPTER 1011.3. RAISED AN D BRAILLE CHARACTERS A. LETTER6AND NUMERALS ON SIGNS SHALL BERA15EP 1/32", 5AN5 SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. B. RAISED CHARACTERS SHALL BE BETWEEN 50' AND 2" HIGH. C. CHARACTERS AND BRAILLE SHALL IN A HORIZONTAL FORMAT. D. BRAILLE SHALL BE PLACED A MINIMUM OF 318" AND A MAXIMUM OF 1/ 2' DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. E. WHEN TACTILE TEXT 15 MULTIUNED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. F. BRAILLE DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS INTHE FIRST CELLTO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. G.. BRAILLE DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. H. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. FINISH AND CONTRAST A. CHARACTERS, SYMBOL AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. B. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK BACKGROUND, OR OPPOSITE). C. LETTERS AND NUMBERS ON 51GN5 SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND1:1 AND ASTROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. MOUNTING LOCATION AND HEIGHT A. PERMANENT IDENTIFICATION SIGNS, WHEN PROVIDED, SHALL BE INSTALLED ONTHE WALL ADJACENTTO THE LATCH SIDE OFTHE DOOR(AT DOUBLE LEAF DOORS AND WHEN THERE 15 NO WALL SPACE ATTHE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEARESTADJACENT WALL, PREFERABLY ON THE RIGHT). B. MOUNTING HEIGHT SHALL BE 60' FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. C. MOUNTING LOCATION SHALL BE SUCH THAT APER50NMAY APPROACH WITHIN 3"OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. General 5ignage Notes A. FINISH AND CONTRAST: CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT N A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND, B. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 55 AND i:t AND A STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. C. CHARACTER HEIGHT: CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING P15TANCE FROM WHICH THEY ARE TO REREAD. THE MINIMUM HEIGHT IS MEASURED U51NG AN UPPERCASE X. FOR SIGN5 SUSPENDED OR PROJECTED ABOVE THE FINISH ED FLOOR IN COMPLIANCE WITH SECTION 11336.8.6, THE MINIMUM CHARACTER HEITH15 SHALL BE 3". D. RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS: 1. CHARACTER TYPE. CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPER CASE CHARACTERS ACCOMPANIED BD GRADE 2 BRAILLE COMPLYING WITH CBC 5ECTION 111713.5.6. 2. CHARACTER 51ZE. RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OR 2" HIGH. 3. PICTORIAL SYMBOL SIGNS. PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BYTHE VERBAL DESCRIPTION PLACED DIRECTLY 13ELOWTHE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6"IN HEIGHT. 4. CHARACTER PLACEMENT. CHARACTERS AND BRAILLE SHALL BE A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM OF 3/&" AND A MAXIMU M OF 1 /2" DIRECTLY BELOWTHE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TEXTILE TEXT 15 MULTILINER ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OFTEXTILE TEXT. E.ALL SIGNAGE SHALL COMPLY ADAAG AND CABC REQUIREMENTS INCLUDING THE FOLLOWING: a. ADAAG 4.1.2 (7) SIGNAGE b. ADAAG 4.1.3 (16) SIGNAGE c. ADAAG 4.6.4 51GNA6E c. ADAAG 4.30 SIGNAGE d. ADAAG A4.6.4 TACTILE EXIT SIGNAGE e. ADAAG A4.30 STAIRWAY IDENTIFICATION f. CA13C1003.2.8.6 IDENTIFICATION SYMBOLS g. CABC 1003.3.3.3.13 SIGNS AND IDENTIFICATION 1, CABC 11158.5 h. CABC 1176.5 1 �11 MIN. Reserved for �- 70 50.1114. FREE N Handicapped STANDING SIGN, N CENTERED AT 3 Van Accessible Z Minimum Fine FRONT OF Unauthorized vehicles not dise plates g PARKING SPACE. distinguishing placards or license plates $250.00 issued for physically handicapped MOUNT 36" HIGH IF persons may be towed away at WALL MOUNTED. owner's expense. p, Towed vehicles may be reclaimed at: s 6" VAN or by telephoning: z 79 - ACCESSIBLE Z SIGNAGE 15 REFLECTED PORCELAIN, v = v ENAMELED STEEL SIGN W/ = OO INTERNATIONAL SYMBOL OF JUL 0 p ACCEC751BILITY @ ENTRANCE + U f�n TO PARKING LOT13LANK SACES APE TO BE FILLED IN WITH cI BU�� �/N APPRO RIATE INFO AS PERMAN ENT ART OF SIGN. V Y OF SAN C V// N UIS p0 P-1 P-2 ®® lu-I �e ARCHITECTS, INC 762 Niguera Street, Suite 212 San Luis Obispo, CA 93401 805.5413848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC, All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. C) 69 J 07 C) CD s 0 Z M \C�NSED ARCN,,P B RAA1 c LIC. C10863 EXPIRES 8/31/09 Sr4TF OF CALEFeA�\P Job Number: 0859 Dr. By: IDS Date: January 23, 2009 Al Revise March 26, 2009, Pin Chk / 2 \ Revise May 20, 2009, Pin Chk Revise June 10, 2009, / 3 \ for sa,DAC 2009 June 15, 2009, PC 4 - Sheet Contents Building Signs Sheet Number G=2 C RESTROOM SIGNASE B TACTILE EXIT/EXIT ROUTE SIGNAGE PARKING ACCESSIBILITY SIC"NAGI General ,accessible Rest Room R SHADED Room Plan Notes 1, FIRf+ME 2 X 4 WALL INTO STEEL BUILDING WALL AS NECESSARY TO SHEET INSIDE WI) DRYWALL. RETURN TO STEEL DOOR JAMB AS SHOWN 50 AS NOT TO CREATE A GBETWEEN THE WALL AND THE STEEL DOOR JAMB. 2. 2 PLUMBING WALL FRAMED IN61PE STEEL BUILDING PURLIN5. 3. 18" CLEAR BETWEEN FINISHED DOOR JAMB AND FINISHED WALL FOR REQUIRED ADA DOOR CLEARANCES. 4. RECE55ED HOSE BIBFORICE MAKER. 5. REFRIGERATOR BY OWNER. Upper Rest Room Specific Rest Room Plans 2 x 4 STUD WALL ;^%: Wa 2 x 6 STUD PLUMBING WALL C-6 SIGN. SEE PAGE G-2 1 SINKS: GENERAL — THESE REQUIREMENTS APPLY TO LAVATORY FIXTURES, VANITIES AND BUILT - IN LAVATORIES. NOTE: IN ANY GIVEN SINGLE- OR MULTIPLE -ACCOMMODATION TOILET ROOM, ONLY ONE (1) LAVATORY UNIT 15 REQUIRED TO BE MADE ACCESSIBLE. A. MINIMUM 30" X 48" CLEAR SPACE 15 PROVIDED IN FRONT OF LAVATORY THAT ALLOWS FORWARD APPROACH. B. REQUIRED SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE AND EXTENDS A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. C. SINK SHALL BE A MAXUMUM OF 61/2" DEEP, D. 34" MAXIMUM HEIGHT OF RIM OR COUNTER ABOVE FLOOR SURFACE. E. 29" MINIMUM CLEARANCE FROM BOTTOM OF APRON TO THE FLOOR, F. KNEE CLEARANCE UNDER FRONT LIP 15 A MINIMUM OF 27' HIGH, 30" WIDE, AND EXTENDS A MINIMUM OF 19" IN DEPTH UNDER THE SINK, G. DRAIN AND HOT WATER PIPING SHALL BE INSULATED OR CONFIGURED TO PREVENT CONTACT. H. THERE SHALL BE NO SHARP OR ABRASIVE ELEMENTS UNDER LAVATORY. I. FAUCETS ARE LEVER TYPE, PUSH TYPE OR ELECTRONICALLY CONTROLLED MECHANISMS (OR OTHER SIMILAR DESIGNS). NOTE: SELF CL051NG VALVES MUST MAINTAIN A MINIMUM OF 10 SECOND OPEN FLOW. J. FAUCETS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. K. 5 LB. MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS. 1 /411 ® 1'-0i1 J04 08 cif � �p DIVAS'/®na 09/�00 wulb:m Iplll � CII (r � it ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. 0 0 J - ® C: C/) J.. IK _ s C/) O M \OENSEO AROy/rP S RAND cr LIC.C10863 EXPIRES 8/31/09 SrgTF OF CAL1iOPN`P Job Number: 0859 Dr. By: JDB Date: January 23, 2009 Al Revise March 26, 2009, Pin Chic / — \ Revise May 2% 20090 Pin Chk Revise June 10, 2009, / J \ for Ca1DAG 2009 June 15, 2009, PC 4 Sheet Contents Enlarged Rest Room Plans Sheet Number G=3 1 t 1 12 General Aroaessibl a Lavatory Re irements "pp 10 d11 its"tr51�d'�(Yr° .�� Storage Bldg. F. Code Analysis Building Damns Type ofConstruetion Automatic Sprinkler :003.3.1.1, NfPA7 n. No, of Stories I Is Entitling permitted to be unlimited area =IBC 507? No v 1) BourlFnn neri'mnner.¢ n Lengd, Drivel] (it) open Space. or public wayfft) PcI1mdeeof budding(P) F re 'W wku (50F2.1) . Ir / (5ro 9) J31 North 7.10 11 Lino- 300 South 72 Wusf 2t) 0 II East 21) 11 3) Check forcaeh Boor Occupancies state Area 4% (5- Ailo,dablo,A,. Ratio per, Story Ht. to Oroup Actudl Are.. A,(T--503t 2) L-,(500.3) (5-1) floor Limit Limit Area I 5-1 ^` ;i4,600 12500 Soli Z0,000 0.209 3 55 a Iloml I A. zu91 Som orloc ratios ut tbe'lbut uteri of each o"e divided be the alrowei Ile area frr l I l use is Ies81.(, ok 3) Check the Olathe buildini, . Actual. 1 Occupancies building OasicAca Irk (5- AllmvabloAa Story or. Ht .Group Area A,('ESt13) 4) 1,n;{'S06.31C (5•ly RaL7o Limit Limit Area 1 S=7 14.600 17,300 300 70,000 0.209 3 SS 1 Total 030R Sant eI the t,tic,cl the l3:ral.uca sdeach uh..titrded bi, the.11onab1, urea li+r ech ass is (u.; Ilan J.041K. LEsmnple: 19C.2003,: An lid ingCade Analysis: Area I TYpaofoonstruction Ills$ sprinkler 4nr.(m. 1,1 13 occupancies Group S-1. Proposed No. of stories I Per T-iO3,A,= 17,500 .Building parameter which final onpublic way, or openspaeing.(20 feet or more) F- 0+0+0+0 feet Total Building parameter, P= 790+730+20+20 = 1500 feet Minimum opon space, W= ^ woo= 1BC 506.2.1, 1,=ioD(F/P :2siwF30 %. Eq. 5-2 I, - NO ON. IBC 506;3 Allowable.amapor floor, A; A,+.A.I,+X 17500+0+52,500. Fee 506.1 Eq. 5-1 =70,000 100 sq. feel Max allowable area of building=7QD00 s 1 IBC 506.4 = 7Q.0Aut sq, R Allowable No Oratorye I- . tf hoax I hr su:.hr Allowable' Burldmght=k Plns,d0. tCe, inermretrl wputi.aer hire -resistance rating requiremoutfor ..building.elements: (T-60€) Typolt-B (7rs-� Whelows(715.4.8) I)a0r&Shudcr(7I5.3) Structura(fauu 0 hoursu Exterior bearing walls i) hours f 0 hours 0 hours Interior bearing walls !)hours Floorconsnvctlon it hours Roof_icon.struction L hours Int. on-boorn & panitin „,tau+r,. ,nuf Fire-l'"isfiI rating requirements. for exterior walls based on tire separation duihmee,.(T 602)"- ForT ell-BGrou 'S y ,. t P p Windows Doors mmwea of6pulog in percentage of the. mat OF Pat Wall Selback(n) Fire Rating. (715:4.8) (715.3) CaterierwAILT--704.8 firs has hro Unprotected Protected North I U 0 0 u1,('o 4 d,i;t: K(e) b 41' South - i;i I'•; Nl" e,hz NP u.1, West II 4 0 0 t•!1,(g) I)1�,Lfp PH,tg) Rc ttl East I f f d fin„ >PR-a'..an•Mlllp 11,111,,$) sI,t It012 Awl I" De te'JohedI, J10111.1 t ic. esisgwe Pane, kht.pit ceponavl h lima; r., i iuy nr n I,e Storage Bldg.17 Code ,analysis auildinitDahat Type of Construetion II-e v Automatic Sprinkler a03.3.1,1, NFPA T. No, of Stories f Is auilding pemtrnuf ¢i'ue nnlimited.9rea P5r 76C 507.1 No T Dsuildine nerimeter & onon ounce Open$pace Length ofw.11 orphtilic Perimeter of (h) way (Il) butldin8 (P) Noah. 100 II 440 aDo Sarah I'UO 11 West r,0 1I Best 60 11 Inv uwig be I"iIN" _):,:V m(Srro" n"hole,pw, I,ut9µ, a lee join of Jul' 2) Check for each floor 0ecupiacio. BasicArea, Ir% ((5-- AII4)vableA„ tt'atioper -s,,yllt., tit Group. Actutd Area A,(T_503) 2) 1,,.(5063) (5-1) two, Limit Limit. Area 1 5-1 - 9(,(!0 17400 300 701n00 0.137 3 55 P c a 6 T total 1 0.1371 5mu orlhu rebus oftha: l.r w "aeh u • d w. i .. area to, i , h. i:< r 1 m areanls sa dvided, hy.Ihr. 1, ul la Je_ p wan yea , la-L),pi¢- 31`-Check the entire huilditta Acnial I.le Occupancies building Basiodrea 1,,' :(5- Allpwablesa. Story. III. lit Group Area A,(T-6f13) 2) I,.506,3). (5-1) _ Ratio Limit Limit Area I &-7 -9,60 - 17,506 300' 70,000 0a37 3 55 Y 10'taF 1 0,137 lt o Stif fh ,a I ,r fe. Iln, e ':ft nail , iha, vv }•: u ivr h 's its t 4 u tt ran Aa h rt lul lt_. .Ile .,ha.u,,• I. _a nlu.i l.. dv.ml(h OIs d s Example: 1BC 003 Bu'ldkn Code Anul sis: �Y Example: 2 , 1 g. Y Area I Type dreonstrnetion rl-If Sprinkler? 901,11.1.1:rl<,VI3 occupancies Group 3-I. Proposed No, of stories:. 1 Per T-503, A,=17,500 sq. ft Bullring raimme;. rwhi,I front on public way or opens spacing f10 feet of prone). f= O+D+D+o feet To(al Building parameter. P= 160{160+60+60 = 440 feet Minimum open space, W= " w4ip IBC 506.23 11= 100(F/P! 2,4)W/30 = %, Eq. 5-2 la 300. V. mC:i06.3 Allowable area :er floor A:A,+A.,1+A1'=17500+0+52,500 IBC 506AEq:3-I p 100 = 70.000 sq, feet Max allowable area of building = 70,000 x t IBC 506.4 = WOO Su ft Allowable No. of story —:3 piu n. aus: m>reSs, w "prulk1r, Allowable'Buildinglt = ,.niu ,04c .IsY„,.•mrslIm61er Firo-resistance rating requirement for building elements: (T.601) TYPo tl-D, 0e4 � nit still 0..2. Wnal. 3. 8 ooI&Shu. ur 715.3 flame 0 hours Structural Ext4rior bearing walls - fr hours r 0 Yours 0 hours. hiterior bearing walls It hours - Floor' construction 0 hours pact construction i) flours Int Non-bearing&partition Ftre-resistance rating requirements for cif rrharwalls based on Are separation distance. (T-602)" For Type S-1 TYP s P Windows Doors Maxciva, n i' ' ' tf pen rig m Re t cenlagr:.oFthe areuor Ext Wall ,$etbeck(n) Fine Rating (715.4.8) (710.3) exterior wa0.T704.8' tits hrs his Unprotected. Pr.reoted North It '!? lr - f f ,i 1 s d-La Itl South 11 I? Ir 0 is,,Afx NIL it') b,gd,r L., West n U 0 0 :vl. (r;) l,edgg NI teal 'b At East It (1 7 it IlL g) N1, . "firngz l�o,audirri,p)I.rohenr ,l3 sae--otr r,4mtl$ },k,y+t,6 ,11 to, ssµgi110L_o. ahatlriet:hcrequimdA, rIDc✓J li, titaa,u-aun,,lu. nrv.; s.,uunlf,ent -i lea", 'e", I , - sit I s tx ALLOWABLE AREA PER BUILDING, C13C TABLE 503; 17,500 5F AREA INCREASE FOR FIRE 6PRINKLER5: 300% 17500 OF (300%) 52,5005F ACTUAL BUILD14G AREAS: BUILDING A 7650 5F BUILDING B 7200 5F BUILDING C 50005F BUILDING D 96005F BUILDING E 14600 OF BUILDING F 93605F FIRE RESISTANCE FOR EXTERIOR WALLS PER CBC 602 II 13,0 HOUR OVER IO',REQUIRES 20-l" MINIMUM BETWEEN BUILDING. ALL BUILDING SEPARATION5 EXCEED 20'-1" EXCEPT BUILDINGS A AND F. COMBINED AREA OF BUILDINGS A AND F =17,010 5F < 52500 OF Office wilding Code ,analysis: Building Data: Type of Construction 11-8 w'. AutomaditSprinhler 9A3.3,1.1, NFPA 7 No. of Stories 2 Is npilitng permStted Role unli,mhed"caper HIC 5014 No 1l Rdn.r:, v 6 Length oENall (it)ei Space Die Ur ryu6lie y(at Permoagg':of building(`) }" r/n w .,, (5f16,2,t) I le (5 -) I,; %. (506.3) North' 100 I.00 13 I7�i 'SJ;S 200 South- WO West 17S d24 Last 175 11 Check rn,. .,h nn.ry Occupancies Group A<WalArva Basta= -A,(l' 03) VA -(5- 2) �e(506,3), AllowablcA, (5,1) Ratioper fivar St'ary Hh Limit Fit Limit. Arco 1 a 1,219 2aUOOI 57,5 200 32,225 0.015 4 55 AI:.a2 5-1 MAR., 17,50OF 57.5 200 omo '0.263 3 55 9 a, 6 [Total e 1 0.-73I S ',i1TG,, r,nLas u'iI V t r.,r�:mic clnlsc dl�it ttlbx tine of tv (h+are i`, ,.eel e. iiv l.Ss: 3i" sv , 3) Cheek the chore huildine Occupancies Group Actual building Area Basic Area A,(T$03) 1,% (5- 2)' I,y(506J). 2 x A)lowableaa (5-1) Latin Story HL Limit Ht Limit Areal B 4,115 21000 57.5 200 164,450 6.025 4 55 Areal 'Sl .�. 16,495 17.500 n7:3200 125,125 0.132 3' 53 6 — TotoL 0.157 .)nofm aus.s fttc o .t.r.rt.a, ualllse ni edat.th..e elIti 1{a,a`eu. for Lac}uct. ci.4l Iran Lt. { itxam lm IBC2001Building:Code Analysis: Anal Type ofeonstruction ftf8 Sprinkler? 00'.3.1.1.141TA13 Occupancies Group 11 Proposed No. of stories 2 Pet "G 503, A,:= 23,000 sq. ft Building parameter which front orypublie.way or open spacing (20 feet or more) F=. 100+100+175+175 = 550 feet Total Building parameter; P= d00+1601175+175, = 550 feet Mminsum open space, W= 23. " 7/su 0.77 [Be 306L2:l. lf� l00(F/F-25)W/30 = 57.5 %, Eq. 5-2 1,- 200 "A. ]Be 506,3 Allowable area er flour AA,+A4+A.L =2300D+13225+46000 113C 506.E Eq. 5-1 .. A. , too , = 82,225 sq. feet Max allowable ar'eit of building = 82,225 x2 ]Be 506.4 = I64'.*0 sq.6 Allowable No. ofstory <4 Ouv> ,J c yarn na'ea„ lemupiPxhr Allowable u1Wlh=.Sin ;hor.rt 1.,.I ,vin4,n , Fire.resistaace radng,requiremen€for building elomerust (T-6OQ Type ll B, - m 9ws 7154R- Duor&Shuter 73 Struetumlftame 'I hours a Exterior bearing walls 0 hours. r 0 hours 0 hours Interior bearing walls 0 hours Floor construction 0 hours Roof construction 0limms ' Int. Nop-bearing4 partition ,,.owinD,.11d:t Fire-resistancte rating requirements whi s:basedon fire separation distance. T-d02." 9 p ( ) For Type P B Wi dows Door o. s Man Brea pfoprornpercontagc ok'thc aria of Est }Vail SetlnloC.(li) Fily,Ro{ing (715.4,$) (715.3) eaueteriot avulLT 704:S Ivs lies hrn Unprotected Protected North 31 I) (I It 'II ,t) ill (z). Small 24 0 0- iP t=1' West 23 0 0 it .7G ) 0d, RL.(x) e.f East 30 0 't 'dli„ N 1 ) t Y(gI -(nuIt)5 ad 0m,tv1w11."uIed-;;leeewo,) u0w eIPlddlun SC,roo 1111.2 , v1,311 not tic Iend'edlit have G ti,c-12, snunua.61E ,h4s.bn ?I'on,Gfm d sleen n ,'leau,t mow 14—veof III ry r,ir,,nrvra in Floor are. per Occupancy occupant Occupant. NQOf Exit Floorkrea Use. Crou T-1003.12,2 Loads 10032.1 Area 1 4,119 _ nosiness: areas Q B T 100. gross 42 I warehouses Areal 'I6;18$ 500 gross 33 ? o � Y C . s ether 200 Tubd occupant load 7$ No.ofexits required- _ Berens width tlociveltier occoonnt served. Table 1005.1 Occupant Load I Occupancy Grouplimirwa I Without$ lersystem With sprinkler system' ! OlherEP,'ress Smin4a Otlur Egress 75 0.3 , , 0.2 3 a 0.2 I ri 0.15 ^f. 0 a Penticttud Are, exit hardware Mn ctnuitO Travel. Distmece,Table 10111 For Group B: Witheat sprinkler system �64 feet with sprialdersystem 300 reel :I,c Cam)nonpatlrof,egn'esstraveL1013.5 Ta feet In(ywldt>.p,hllderr:,„artminik,d.al CoiS'idor nrv-resistance tilting, Tabla:1026.1 For droop Without Sprinkler system I bra WrtO.sprinklerapaein, 0 hrs e When occupant load served by corridor ,31) a„adtne „au. s ...lr.. sexn�w tnnaz Oecup,incy Alex story lit. Maxoccupants(or dwelling mots) per floor and travel d sMnce B I ,a y a0 s , P,uis :mil 75 feel trael dniulw or ° .,tnty t tns.ul>xnL,:oW1,5ICU travel rl ,Lance Conditions of A December 17, 2000 Steve Sak10 ' " 1042 Palm Street San Luis: Obispo, CA,93401 royal SUBJECT: ARC/ER 116-08; 3600 S. HigUora Street Environmental review and design review of a moving company office and tnlni-atorage facility Gentlemen; The Architectural Review Commission, at itsmeeting of December 15, 2008,.approved the Mitigated Negative. Declaration and granted final approval to the project, based on the following findings and subject to the following conditions, mitigation measures, and code requirements. Findings 1. As conditioned, the proposed project is consistent.with the General Plan for this s_oredevelop"tru new locatio since it ' proposes to .an existing building and construct n P P g 9 improvements that can be utilized for such uses envlskined by the, Services and Manufacturing District. 2. The ro•eict is consistent with the Zoning Regulations since the building ` 1 9 9 Proposed . design complies with, height, coverage, and setbacks for the C S district. 3, The, proposed scale and' design of the retnodeod building and new self-storege' facility buildings will be compatible to the site since it is similar In designandscale to existing buildings Within' the -I.mmediateviofnity. 4. The proposedMitigated N 1 ach i n 'sses the potential oNegative to adequately ddre e i } P p 9 .dra environmental impacts that.may result In conjunction with the development of the: vacant land at.th'e rear of the site., Conditions 1. The Community,Development Department shall have authority o . ro e P ep the _iha ty t app v minor changes o the project that; (1) result in a superior site design and appearance; and/or (2) address a construction design issue or building code discrepancy that is not substantive to the Architectural.Revlew approval., 2. All ducts, meters, air conditioning equipment, and all other mechanical equipment, whether on the ground on the structure, or elsewhere, shall be screened from public view with, materials: architecturally compatible with the main structure, Public view includes the existing views from all public streetsand sidewalks. Gar; and electric. meters, electric transformers, and large water piping systems (ba'ckflow prevention devices) shall be completely screened from public view with approved architectural features and/or landscape plantingsand/or placed on the Interior of the structure. -3. A complete landscape plan shall be sucmihed with the construction drawings for review and approval by the. Community Oevelopinent Department. The landscape. plan shall be prepared by a qualified professional; The landscape plan should identify street trees and shall identify landscape shrubs, trees; and greundcover plants for all areas not developed with hardscape. 'rho landscape plan shalt Include an Irrigation Plan(drip irrigation) farall proposed landscape areas. The. following changes shall be Implemented into the landscape plan along with the building penrnit appticatkm; a. Species for all trees, shrubs, and groundcover plants shall be indicated on then and I I include. plan shall inn de quantity and. nursery stock size. A key to. identifying the location of each species shalt be included:: b. Street traps shallba planted with a maximum'mBm spacing ciof35 feet on center.. c; Parking lot shade trees shall be planted in order to comply with the ei1Ys Parking and Driveway: Standards which require that a shade tree be planted for every W vehicle spaces, d, The landscape plan shall Inafude it plan for the proposed detention basin and other areas that may be disturbed. between the development site and the creek setback tree4. Native s c a s o h s cottonwood, sycamore and wtifow trees a cotton oo s ca a ,y , l shrubs, and p ants shall be included ih the landscape plan, 4. The trash enclosure shall be revised to accommodate a 3-yard bin for both brash and recycling, 5. The design of, the required median (Or other Improvements) to prevent left. turns into the site on;S. Higuera Street shot! be included in working, drawings, 6, The backflow device shalt bemoved as far west into the site as possible and included on the architecturafsite and landsdaping plans. Landscape shrubs shelf be utilized to screen the. device. 7.. Street Improvements including .required driveway ramp improvements shalt be shownon revised architectural drawings, B, Plans shall be modified to identify the required fire truck access route and turnaround area at the rear of the site. 9. Revised architabtural plans shall include floor plans Within theoffice/self storage building.. Floor plans shall comply with code requirements as proscribed' by the Building Division and Fire Department. 10, sections A s of d damaged or curtr, gutter &sidewalk, or driveway approach shall be repaired or replaced to the satisfaction of the Public, Works Director. 11, The existing driveway approaches shall be replaced to comply with current City and ADA standards, The current City and ADA standard requires a 4' accessible sidewalk extension behind the ramp. 12. The proposed fill slope and proposed location of the detention basin in the creek maintenance easement are. subject to approval and conditions of the Public Works Department and the Natural Resources Manager. 13, The detention basin analysis shall comply with the Waterways Management Plan Drainage Design Manual. The building plan submittal sball provide details of the proposed "shoot flow" $om the proposed detention. basin to SLO Creek. 14, The building: plan submittal shall Include erosion control measures In accordance- with Section 10.0 of the manual, and post -development storm water 'quality management in accordance with Engineering Standard Section 1010 B, Mitigation Measures 1., Temporary impacts from the project, including but not limited to excavation and construction activities, vehicle emissions from heavy duty equipment; and naturally -occurring asbestos has the potential to create dust and emissions that exceed air quality standards for temporary and 'intermediate periods unless the following mitigation measures era incorporated: a, Construction vehicle speed at the work site must be limited to fifteen (15) miles per hour or less; b. Prior to any ground disturbance, sufficient water must be applied to the area to be disturbed to prevent visible emissions from crossing the property line; c. Areas to be graded or excavated must be kept adequately wetted to prevent visible emissions from crossing the property line; d, Storage piles must be kept adequately wetted, treated with a chemical dust suppressant, or covered when material is not being added to or removed from the pile; e. Equipment must be washed down before moving from the property onto 6 paved public road; and f, Visible track out on the paved public road must be .cleaned using wet sweeping or a HEPA filter equipped vacuumdevice within twenty-four (24) hours. 10. The:self storage facility driveways at the rear of the site shall be designed to allow fire truck acoess on at least one of the driveways to the rear of the site (a minimum of 20' foot clear In addition to any parking lanes).. The on -site driveways shall be designed to include fire truck turn -around or through circulation fora fire truck at the rear of tier site. The access plan shall bereviewedby the Fire Marshallwith submittal of final construction documents;: Code Reauirements 1. The building permit plan submittal shall. include all required parking lot improvements, dimensions, space dimensions, materials, space and aisle slopes; drainage, pavement marking, signage, and striping in accordance with the Parking and Driveway Standards and disabled access requirements of the. CBCi 2. The building plan: submittal shall include a complete site utility plan. All existing and proposed utilities,. along with utility company meters, shall be shown. Existing underground and overhead services shall be shown along with any proposed alterations or upgrades. unless otherwiseexcepted, services to the new structures shall be underground:, All work in the public right-o6way shall be shown or noted. n d 3. The building Ian submittal shall include an erosion control pia per City standards gP and in accordance with the Waterways Management Plan Drainage Design n a o Y Manual, recognized BMP's, and the California Stormwater Quality Association BMP Handbook. 4. Tree protection measures shall. be Implemented tothe satisfaction of the City Arborist The City Arborist shall review and approve the proposed tree protection measures prior to commencing with any demolition, grading, or construction. The City Arborist. shall approve any safety pruning., the cutting of substantial roots; or grading within the dripline of trees. A City -approved Arborist shall complete safety pruning. Any required tree protection measures shall be shown or noted on the building piano. Contact the City Arbodst at 761-7023 to review and to establish any required preservation measures to be included with the building permit submittal. 5. EPA Requirement:: General Construction Activlty Storm Water Permits are required for all storm water discharges associated with a construction activity where clearing; grading, and excavation results in land disturbance of one or more acresStorm water discharges of less than one acre, but which fo part of a larger common plan of development or setalso require a permit. Permits are required until the construction is complete, To be covered by. a General Construction Activity.Perm t, the owner($) of land where construction activity occurs must submit a completed "Notice of Intent" (NO[) form, with the appropriate fee, to the State Water Resources Control Board (SWRCS). 6. A copy of the Stormwater Pollution Prevention Plan (SWPPP) required by the SWRCE shall be included as part of the building permit and/or grading permit plan submittal, The WQIQ Number issued by the board shall be noted on all plans that involve regulated land -disturbing activities. The decision of the Commission is final unless' appealed to the City Council within 10 days of the action. Any person aggrieved by the decision may fife an appeal. Appeal forms are available in the CityClerk's office or on the Ci s website (www-ska0ty:or . ty 9) The fee for M.ing an appeal is �10 and must accompany the appeal documentation. h' a allocation regulations are i effect the Archi Architectural Review White [h Cll 's water bonn i R 1 er Y Commission's approval expires after three years if construction has not started, unless the Commission designated a different time period. On request, the Community Development, Director may grant a single, one-year extension. of culverts tree removals o removal 2. No site grading, filling, trenching, , g d g, tl g, g, ! of vegetation shall e allowed within 20 feet oft e creek bank. 3. Notrees hall be removed without review aa nd approval bytheCityArbodat and the Community. Development Director in conjunction with an approved site plan from tha Architectural Review Commission, A istu b as t t rear of the site beyond the scope o the s 4 n .d red are a the e d f e proposed ed Y y P P P building and driveway area shall, be. planted with native trees and shrubs with a final plant palette and restoration design to be reviewed and approved by the Natural Resources Manager: .5. 'During demolitlon and construction activities, in the evenf that significant artifacts are encountered,. construction.vlithin the: immediate area shall cease until the area is surveyed by a qualified' archaeologist approved by the City of San Luis Obispo Community Development Director. If the artifacts cannot be preservedin place; then a qualified archeologist shall be hired by the applicant (upon verification with the City) and the archaeologist shall be provided the necessary time and funding to recover the "scientifically -consequential information from or about the resource" as required, byCEQA § 15026.4, A final report of findings should be prepared and all, significant cultural materials should be cataloged and bursted at a local archaeologicalcollection facility that meets appropriate state and federal standards, 6. A Cultural Resources Monitoring Plan shall be outlined on the construction drawings. The plan should detail the protocols and methods that will be initiated should any historic or archaeological resources be encountered during demolition or construction and include' provisions and directives for specific content for weekly monitoring reports. 7. During demolition and construction activities, the County Coroner shall be contacted in the event that any human remains are discovered. 8. The applicant shall comply with the City's Waterways Management Plan and Drainage Design. Manual by designing site drainage facilities that comply with City and Regional Water Quality Control Board Standards. These facilities may include but are not limited to: adequate water treatment for storm water) provision of site drainage without contribullng to potential creek bank erosion, and sufficient opportunities for groundwater recharge. No site drainage shall be directly metered to the crook without appropriate treatment, g. Public improvements, including but not limited to a median, shall be designed by the applicant to preclude left turns into the Project site from S. Higuera Street and preclude left turns,out of the site. onto the street. The design of the improvements shall be reviewedby theCityPublic Works Department. The Improvements shall be constructed at the expense of the project applicant prior to occupancy of .the site and use of the northerly driveway. nlr I I rr i r e ARCHITECTS, INC 7g 62 Hi uera Street, Suite 212 San Luis Obispo, CA 93401 80 1. 848 5 54 3 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. 0 k 0 J C� y...,...... VhJ Z r0 V l O M tCEr15ED ARCH/TF BRAN �r 02 UC. C10863 EXPIRES 8/31/09 SlgrP of CALtFOA�\P .lob Number: 0859 Dr. By: Ju8 Date: fanuary, 23, 2009 ARevise March 26, 2009, Pin Chit /// — \ Chit May 20, 2009, Pin Ch /,�\ Retune 10, 2009, / ✓ \ foviser iDAG 2009 / 4 \ June 15, 2009, PC 4 Sheet Contents Conditions of Approval Building Code Analysis Sheet Number G=4 " t #t� Ifl llllf8'yP ter a -`, II � 1 'I II 'II=II���dh1 32 33 34 05 5 CBC TABLE 720.1 RATED Mall STEEL STUDS PER PLAN CONCRETE Perp. to Joist 1 I STEEL STUDS PER SPO C - Fire A55embly parallel to Joist lu 1 ,ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805-541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS,INC. _— C) I- 0 W O 0 f'n \tsNSED ARCH/TF B RANK cr 0 I.C. C10863 EXPIRES 8/31/09 SrgrF OF CALI1 "�`P Job Number: 0859 Dr. By: JDB Date: January 23, 2009 ARevise March 26, 2009, Pin Chk / - \ Revise May 20, 2009, Pin Chk Revise June 10, 2009, / 3 \ for CaIDAG 2009 AJune 15, 2009, PC 4 Sheet Contents Fire Assemblies and Penetrations Sheet Number G=5 . If I'' i Ij i' i� i 1a�Ip9f�7 e,9� I n C'a Y Ca Y} FA / z I I to I I I I I I I K —� I I I I I I ❑ ❑ ❑ ❑ ❑ ❑ 4 N , I I I x I I I I fU I I I I 4 f`j I UUUUUU IL-------------------------------------U I I I I I EDGE BLDG E I L--------- ------ ------------------------------ ----- N 640 32' 58" W 1113.0' REMOVE pemolition site Plan N 64° 31' 15" W 915.0' I I I 1 1 I I 1 1 I I I I I I I I 6 �— I I X I a� �I I III I I I I I I I yl 6 III 141 � � I I I I I I I � I I �— I_id' z 1 wit --------------------- _ KEEP 1 to = 40'-01 1 General Pemo. Plan Notee: Site Vemolition Plan Notee: 1. REMOVE CHAIN LINK FENCE A5 FOLLOWS: A. DEMOLITION CONTRACTOR SHALL BE FAMILIAR WITH ALL REMODEL PLANS AND UNDERSTAND a. VERIFY FENCE 15 ON THE MEATHEAD PROPERTY PRIOR TO REMOVAL. WHICH ITEMS ARE TO REMAIN AND WHICH TO BE REMOVED PRIOR TOSTARTING WORK, REVIEW THE SCOPE OF WORK WITH THE ARCHITECT PRIOR TO BEGINNING DEMOLITION. b. ON THENORTH PROPERTY LINE REMOVE THE FENCE COMPLETELY FROM HIGUERA ST. B. PROVIDE NECE55AFY PROTECTION FOR ALL ITEM TO REMAIN. TOTHE CREEK EASEMENT LINE AT THE END OF BUILDING A. C. UTILITIES TO BE REMOVED, INCLUDING PLUMBING, ELECTRICAL AND COMMUNICATIONS, 1 c. ON THESOUTH PROPERTY LINE REMOVE THE FENCE COMPLETELY FROM A POINT EVEN SHALL BE REMOVED TO THEIR POINTOF ORIGIN WHERE POSSIBLE, OR ABANDONED IN SUCH WITH THE WEST SIDE OF THE EXISTING BUILDING TOTHE CREEK. DO NOTREMOVE THE A MANOR THAT THEY WILL NOT 13ECOMEA FUTURE HAZARD OR BE VISIBLE WHERE THEY ARE FENCE FROM THE EAST END OF BUILDING ETO HIGUERA ST. INACCESSIBLE. SEE MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION PLANS FOR d. ON THE EAST PROPERTY LINE REMOVE THE FENCE PARALLEL WITH HIGUERA ST. ADDITIONAL INFORMATION. COMPLETELY. D. PROTECT AND MAINTAIN CONDUITS, DRAINS, 5EWERS, PIPES AND WIRES THAT ARE TO e. REMOVE THE FENCE RUNNING ACRO55 THE PROPERTY ATTHE WEST END OF THE REMAIN ON THE PROPERTY OR IN THE BUILDING. EXISTING VG PAVING. E COORDINATE ALL ITEMS REMOVED WITH OWNER TO DETERMINE WHICH ITEMS ARETO BE 2. POWER POLE AND WIRE TO REMAIN. REUSED, STORED OR DISCARDED. 3. FIRE HYDRANTTO BE REMOVED. DISCONNECT AND ABANDON WATER SUPPLY LINE AT HIGUERA STREET. CAP LATERAL AS REQUIRED BY CITY. 4. CANOPY COVER, SUPPORTS, FOUNDATION, BLOCK WALL AND UTILITIES TO BE REMOVED COMPLETELY. 5. SEE PAGE DEMO-2, BUILDING DEMOLITION PLAN FOR INFORMATION ON THE BUILDING DEMOLITION. 6. REMOVE ALL AC PAVING, CONCRETE CURBS AND PLANTER CURBS COMPLETELY IN THE FRONT OF THE BUILDING. 7. PARKING LOT LIGHTS TO BE REMOVED 8. 9. EXISTING SIDE WALK, PUBLIC UTILITIES, ETC. TOREMAIN. NOT USED 10, CONCRETE CURB AND GUTTER TO BE REMOVED. 11, TREETOREMAIN. �I 12. POWER LINESTOTHE WELL TO13EREMOVED BYPG&E. GENERAL CONTRACTOR TO COORDINATE /►e' Jul. Q 8 an0.9 �9Er Qf11SP0 40 3 NJ Lot ® I ®e�p ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805-541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. CL L Q V) O O Q0 m $ 0 ARC/{/TF BRA cr �O LIC. C10863 EXPIRES 8/31/09 �rgTE OF CAI-% 0 \P Job Number: 0859 Dr. By: 1D6 Date: January 23, 2009 Revise March 26, 2009, Pin Chk /// 2 \ Revise May 20, 2009, Pin Chk / \ tune 1, 2009, Demo Pennk / — \ June 15, 2009, PC 4 Sheet Contents Site Demolition Plan Sheet Number Demo-1. S l.:l kl IIY I i II I l.I didl i,:' k 411 I I I...ia r-------------- I I I I I I I I I I . I I 1 I I — I —J I I I I I I I I I I I I I I I I I I r�� I ---------- \------------ I I m II II II II II lu II I II I II I II I II I II I II I II I I I II I II 1 I II rl II II II I LL I \a I I I I I I I I ------------------------------------------------� L----------------------------------------- --� m=___------,II II cl O II II II II I raF1 �I I II LJ II I I I I I I I I Tr=_____�=====i�====___ �__-- -- -- II II II I II II I I II II II I I II II II I I II II 2 II I II II II I I II II II I I II II I I II II II I I II II II I I II II II I I II II II I I II II II I I II II II I I -----II �— m II I I /`� I L�� �J m------------ m --- ------1 I LJ I I r — — — — — — — — — — — — — — — — — — — — — — — — /\ �� � r� ------------------rr� rr --- rr �r---------------- © O O O Arohitectural Pemolition Plan ,/$-I= V-0. rrr general r7emo. Plan Notes: O A. — DEMOLITION CONTRACTOR SHALL BE FAMILIAR WITH ALL REMODEL PLANS AND UNDERSTAND WHICHITEMS ARETO REMAIN AND WHICH TOBEREMOVED PRIOR T05TAFTING WORK. REVIEW THE SCOPE OF WORK WITH THE ARCHITECT PRIORTO BEGINNING DEMOLITION. B. PROVIDE INTERIOR AND EXTERIORSHORING, BRACING OR SUPPORTA5 REQUIREDTO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURED TO BE DEMOLISHED AND ADJACENT FAQ LITIE5 TO REMAIN. C. PROVIDE NECESSARY PROTECTION FORALLITEM TOREMAIN. D. UTILITIES TO BE REMOVED, INCLUDING PLUMBING, ELECTRICAL AND COMMUNICATIONS, SHALL BE REMOVED TOTHEIR POINTOF ORIGIN WHERE POSSIBLE, OR ABANDONED IN SUCH A MANORTHATTHEY WILL NOT BECOMEA FUTURE HAZARD OR BE Y15113LE WHERE THEY ARE INACCESSIBLE. SEE MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION PLANS FOR ADDITIONAL INFORMATION. E PROTECT AND MAINTAIN CONDUITS, DRAINS, SEWER6, PIPES AND WIRES THAT ARE TO REMAIN ON THE PROPERTY OR IN THE BUILDING. F. COORDINATE ALL ITEMS REMOVED WITH OWNER TO DETERMINE WHICH ITEMS ARE TO BE REUSED, STORED ORDI5CARDED. I I I I I I I I I I I 7 I I I L—� r I I I I I I I 9 I I — — — — — — — — — — — O I I Pemolition Plan Notes: 1. REMOVE FRAMED STORAGE AREA COMPLETELY INCLUDING WALL5, ROOF, DOOR5, UTILITIES, FLOOR 5LA13 AND FOUNDATION. 2 REMOVE OFFICE AND COUNTER AREA COMPLETELY INCLUDING ALL WALL5, CEILINGS AND UTILITIES. 3. REMOVE REST ROOMS COMPLETELY INCLUDING FIXTURES, WALL5 CEILINGS ANDUTILITIES. USE CARE WITH REMOVING PLUMBING AS SOME PLUMBING MAY BE REUSED. SEE PLUMBING PLAN5 FOR MORE INFORMATION. 4. STEEL CROSS BRACING TO REMAIN. 5. ALL PRIMARY STEEL STRUCTURE TO REMAIN. 6. REMOVE ALL STEEL SIDING AND MASONRY WAINSCOT. REMOVE STEEL GIRTS AND SECONDARY WALL FRAMING AS NECE55ARY TO ALTER THE FRAMING FOR NEW OPENIN65 AND 51 DING. 5 EE STEEL BUILDING PLANS FOR AD DITIONAL I NFORMATION. 7. REMOVE ALL DOORS, WINDOWS AND STORE FRONT SYSTEMS AND A56OCIATED FRAMING AS NECE55ARY, 6. REMOVE CONCRETE SLAB PER STRUCTURAL PLANS. 9. REMOVE ELECTRICAL SERVICE EQUIPMENT AND PANELS PER ELECTRICAL DEMOLITION PLAN. 10. REMOVE FIRE SPRINKLER R16ER AND D15TRIDUTION SYSTEM AS REQUIRED. SEE PLUMBING AND FIRE PROTECTION PLANS FOR MORE INFORMATION. A REMOVE FRONT PORCH SLAB AND FOOTINGS COMPLETELY. 12. REMOVE OVERHEAD CANOPY COMPLETELY. 13. REMOVE ALL COLUMNS AND FOOTINGS COMPLETELY. JUL 0 8 7nnq BUILDING DIVISION CITY OF SAN LOIS OgISPO DESIGN ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805-541.3848 sdg@sdga rchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: JOB Date: January 23, 2009 Al Revise March 26, 2009, Pin Chk Revise May 20, 2009, Pin Chk /2 / 3 \ June 1, 2009, Demo Permit AJune 15, 2009, PC 4 Sheet Contents Architectural Demolition Plan Sheet Number I u I SITE WORK SPECIFICATIONS 1. ALL GRADING AND SITE KVRK SHALL CONFORM TO THE CITY OF SAN LUIS OBISPO STANDARDS AND SPECIRCA77ONS, CHAPTER 33 OF THE UBC, THE SOILS ENGINEERING REPORT BY GEOSOLUnOiVs INC. (PROJECT SL06728-1, DATED JULY 16, 1008) AND THE PERCOLATION 7ES77NG REPORT BY GEOSOLU77ONS INC. (PROJECT SLO6728-2, DATED DUNE JO, 2008). IN THE EVENT OF CONFLICT BETWEEN 7HE ABOVE, THE MORE S7R/NGENr SHALL APPLY. 2. ANY WORK TO BE DONE IN THE CITY OF SAN LUIS OBISPO RIGHT OF WAY SHALL REQUIRE AN ENCROACHMENT PERMIT AND SHALL SHALL COMPLY WITH THE TERMS, CONDITIONS, AND REQUIREMENTS THEREIN. J. CLEARED MATERIALS SHALL BE DISPOSED OF OFF-577E BY THE CON7RACTOR, ONLY AT SIDES AS APPROVED BY THE CITY OF SAN LUIS OBISPO. TOPSOIL SHALL BE STOCKPILED WITHIN THE CONSTRUCTION PERIMETER OR IN AREAS APPROVED BY THE CITY OF SAN LUIS OBISPO FOR USE ON SLOPES AND D157URBED AREAS. 4. CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN CONFORMANCE WITH THE CONSTRUCTION SAFETY ORDERS OF THE STA7E OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS, AND DIVISION OF INDUSTRIAL SAFETY. /N ADDITION, C0N77?AC70R SHALL COMPLY WI7H ALL REQUIREMENTS OF GENERAL OSHA STANDARDS FOR THE PROTECTION OF 7HE WORKERS AND THE GENERAL PUBLIC. DIVISION OF INDUSTRIAL SAFETY PERMITS WILL BE REQUIRED FOR DEEP TRENCHES 5. CON7RACTOR SHALL TAKE ALL SUCH MEASURES NECESSARY 70 CONTROL DUSTIN CONS77?UCnON AREAS OR ON ACCESS ROADS. SUFT70/ENT WATER TRUCKS SHALL BE MADE AVAILABLE FOR DUST CON7ROL PURPOSES. WIND EROSION AND DUST CONTROL SHALL BE /N CONFORMANCE OF THE AIR POLLUTION CONTROL D/57R/CT (APCD). 6. SLURRY CEMENT BACKFILL, lF REQUIRED, SHALL CONFORM TO 7HE PROVISIONS IN SECTION 19-3.062, SLURRY CEMENT BACKFILL," OF THE 1997 CAL TRANS STANDARD SPECiRCA TIONS 7. SOILS 7ESTNG SHALL HE PERFORMED BY THE SOILS ENGINEER. SHOULD ANY COMPACTION TEST FAIL TO MEET THE MINIMUM REQUIRED DENSITY AS SPECIFIED DN THE PLANS OR /N THE SOILS ENGINEERING REPORT, THE DEFICIENCY SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE SOILS ENGINEER. THE EXPENSE OF RE7E577NG SUCH AN AREA SHALL BE BORNE BY THE CONTRACTOR, AT NO COST TO THE OWNER. 8. CON7RACTOR MUST CALL U.S.A. ALERT AT (800) 642-2444 A MIN/MUM OF 48 HOURS BEFORE STARTING WORK. U77L/77ES SHOWN ARE FROM AVAILABLE RECORDS AND TOPOGRAPHIC SURVEY PROVIDED BY OTHERS. IT 1S THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL U77LI77ES PRIOR TO CONSTRUCTION. 9. ALL CUr/F7LL SLOPES AND DISTURBED AREAS SHALL BE REVEGETATED AND/OR LANDSCAPED TO PREVENT EROSION. 10, CUT AND FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 2.• 1. FINISH GRADES /N ALL AREAS SHALL COMPLY WITH PLAN ELEVATIONS. PRIOR 70 FINAL INSPECTION, THE SOILS ENGINEER SHALL CERTIFY THAT ALL GRADING, SCAR/17CA77ON, AND COMPACTION WAS DONE IN ACCORDANCE WITH 7HE RECOMMENDATIONS N07ED DN 7HIS PLAN. 11. ALL OPERATIONS INVOLVING THE S70RAGE AND HANDLING OF EXPLOSIVES SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF DIVISION l/ PART I, OF THE STATE OF CALIFORNIA HEALTH AND SAFETY CODE AND ALL OTHER ACCEPTABLE FEDERAL, STATE COUNTY, AND LOCAL CODES AND REGULATIONS DRILLING AND BLASTING SHALL ONLY BE DONE UNDER THE DIRECTION OF LICENSED PERSONNEL. ALL PRECAUTIONS NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY SHALL BE TAKEN DURING BLASTING OPERATIONS AND ADEQUAI7E WARNING SHALL BE GIVEN TO WORKERS, INSPECTORS, AND PROPERTY OWNERS THAT BLASTING IS IN PROGRESS 12. EQUIPMENT MAY BE PARKED WITHIN THE CONSTRUCTION PERIMETERS AS SHOWN ON THE PLANS OR IN AREAS AS APPROVED BY THE CITY OF SAN LUIS OBISPO. EARTHWORK QUANTITIES: CUT. 3,000t CY FILL: 3,700t CY BUILDING OVEREXCAVAnON.• 8,625t CY PAVEMENT 0WREXCAVA nON.• 2, 650t CY (CUT & FILL QUANTITIES PROVIDED DO NOT INCLUDE OVEREXCAVATION) EARTHWORK QUANTITIES ARE BASED ON THE DIFFERENCE BETWEEN EXIS77NG GROUND SURFACE AND PROPOSED FINISH GRADES, AS SHOWN ON THE PLAN. THESE QUANnnES ARE ESTIMATES ONLY AND ARE NOT ADJUSTED FOR SHRINKAGE, CONSOLIDATION, AND CLEARING LOSS FACTORS. THESE QUANTITIES ARE TO BE USED FOR BONDING AND PERMIT PURPOSES ONLY. CONTRACTOR SHALL MAKE HIS OWN SITE VISIT AND QUANTITY TAKE -OFF AND SHALL BID ACCORDINGLY. 13. PORTLAND CEMENT CONCRETE SHALL BE CLASS A PER 1992 CAL7RANS STANDARD SPEC/RCATONS, SECTION 900, CDNCRE7E SHALL BE SEALED WITH 57L/CONE BASED SEALER, SYNAK" OR APPROVED EQUAL, /N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE° STRENGTH OF 2,500 P57. REINFORCING STEEL, lF SHOWN, SHALL BE DEFORMED BILLET -STEEL BARS CONFORMING TO THE SPECIFICATIONS OF ASTM A 615 GRADE 60. 14. A REGISTERED ENGINEER SHALL PROVIDE SIGNED & STAMPED "AS -BUILT DRAWINGS UPON COMPLETION OF THIS PROJECT, PRIOR TO OCCUPANCY RELEASE, 7HAT SHOWS & STA7FS THAT THE COMPLETED PROJECT IS IN CONFORMANCE WAY THE APPROVED DRAINAGE DESIGN. 15. 7HRUST BLOCKS WILL BE CONSTRUCTED AT ALL WATER PIPELINE BENDS, VALVES, AND R177NGS IN ACCORDANCE WITH DETAILS SHOWN HEREON. 16. SUBGRADE IN AREAS TO BE PAVED SHALL BE SCARIFIED, MOI57ENED, AND COMPACTED TO A MINIMUM OF 95X OF THE MA7ERIAL'S MAXIMUM DRY DENSITY AS DE7ERM/NED BY ASTM D-1557-78 FOR THE UPPER 12 INCHES SO CERTIFIED BY 7ESr RESULTS AND REPORTS FROM THE SOILS ENGINEER. SAID TEST SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL BASIS OF BEARINGS THE BASIS OF BEARINGS" FOR THIS PLAN WAS TAKEN FROM THE NORTHEASTERLY LINE OF LOT 15, THAT BEARING BEING N64-www PER 37 PM 76. TEMPORARY BENCHMARK THE BENCH MARK USED FOR THE SURVEY IS SLO BM 46 - LEAD AND TAG 6' NORTH OF SOUTHERLY DRIVEWAY OF 84 LUMBER ON SO. HIGUERA, SOUTH OF PRADO ROAD. BENCHMARK HAS BEEN RE -SET FROM THE LOCATION NOTED IN THE CITY BENCH BOOK NTH THE NEW ELEVATION NOTED ON IT. CHISELED "Xe /N CONCRETE CURB AT THE SOUTHEAST CORNER OF THE PROPERTY. ELEVATION = 1JGJ5 FEET (NAVD 88 DATUM) DISCLAIMER NOTE THE EXISTING TOPOGRAPHY AND BOUNDARY, SHOW HEREON, WAS PROVIDED BY OTHERS AND NO CLAIM IS MADE AS TO ITS ACCURACY. ALL EXISTING COND/TONS SHOULD BE VERIFIED PRIOR TO FINAL DESIGN. BOUNDARY & FEATURES BOUNDARY INFORMATION SHOWN IS RECORD PER SAN LUIS 061SPO SUBURBAN TRACT 1 RS 92 UNDERGROUND U77L/77ES SHOWN HEREON (IF ANY) ARE BASED DN ABOVE -GROUND S7RUC7URES AND RECORD DRAWINGS ONLY. ACTUAL LOCATION MAY VARY. PROPERTY CORNER MONUMENTS ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDEN77RED AT TIME OF THE FOUNDATION INSPECTION REQUEST. STRIPING AND SIGNAGE SEE ARCHITECT'S PLANS FOR HORIZONTAL CONTROL, STRIPING AND 510VAGE. IT SHALL BE INSTALLED PER PARKING & DRIVEWAY STANDARDS AND CITY ENGINEERING STANDARD #2250. STORM WATER POLLUTION PREVENTION PLAN: THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT, PREPARED BY TR/AD/FIOLMES ASSOCIATES, *DID No. 340C354331, DATED ✓ANUARY 2009, SHALL BE A PART OF THESE PLANS AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL RECOMMENDATIONS THEREIN. MITIGATION MEASURES: 1. NO SI7F GRADING, FILLING, TRENCHING, PLACEMENT OF CULVERTS, TREE REMOVALS, OR REMOVAL OF VEGETATION SHALL BE ALLOWED WITHIN 20 FEET OF THE CREEK BANK. 2. NO TREES SHALL BE REMOVED WITHOUT REVIEW AND APPROVAL BY THE CITY ARBORIST AND THE COMMUNITY DEVELOPMENT DIREC70R /N CONJUNCTION WITH AN APPROVED S17E PLAN FROM THE ARCH/7E07URAL REVIEW COMMiSS/ON. J. ANY DISTURBED AREAS A T THE REAR OF THE S17F BEYOND THE SCOPE OF THE PROPOSED BUILDING AND DR/VEWA Y AREA SHALL BE PLANTED W77H NATIVE 7REE5 AND SHRUBS WITH A FINAL PLANT PALETTE AND RESTORATION DESIGN TO BE REVIEWED AND APPROVED BY THE NA7URAL RESOURCES MANAGER. 4. DURING DEMOLITION AND CON57RUCTION ACTIVITIES /N THE EVENT THAT SIGNIFICANT AR77FACTS ARE ENCOUNTERED, CONSTRUCTION WITHIN THE IMMED/A7E AREA SHALL CEASE UNTIL THE AREA IS SURVEYED BY A OUALIREDD-ARCHAEOLOGIST APPROVED BY THE CITY OF SAN LUIS OBISPO COMMUNITY DEVELOPMENT D/RECTOR. IF THE AR77FAC75 CANNOT BE PRESERVED /N PLACE, 7HEN A QUALIFIED ARCHEOLOGIST SHALL BE HIRED BY THE APPLICANT (UPON VER/FICA77ON WITH THE CITY) AND THE ARCHAEOLOGIST SHALL BE PROVIDED THE NECESSARY TIME AND FUNDING TO RECOVER THE SC/ENnRCALLY-CONSEQUEIV77AL INFORMATION FROM OR ABOUT THE RESOURCE" AS REQUIRED BY CEQA 15026.4. A FINAL REPORT OF FINDINGS SHOULD BE PREPARED AND ALL SIGNIFICANT CULTURAL MATERIALS SHOULD BE CATALOGED AND CURATED AT A LOCAL ARCHAEOLOGICAL COLLECTION FACILITY THAT MEET5 APPROPRIATE STAIF AND FEDERAL STANDARDS. 5. A CULTURAL RESOURCES MONITORING PLAN SHALL BE OUTLINED ON THE CONSTRUCTION DRAWINGS. THE PLAN SHOULD DETAIL THE PROTOCOLS AND METHODS THA T WILL BE /N/TIA TED SHOULD ANY HIS70R/C OR ARCHAEOLOGICAL RESOURCES BE ENCOUNTERED DURING OEMOL/nON OR CONSTRUC7ON AND INCLUDE PROVISIONS AND DIRECTIVES FOR SPECIFIC CONTENT FOR WEEKLY MONITORING REPORTS 6. DURING DEMOLITION AND C0NS7RUC770N AC77W77ES, THE COUNTY CORONER SHALL BE CONTACTED IN THE EVENT THAT ANY HUMAN REMAINS ARE DISCOVERED. 7. THE APPLICANT SHALL COMPLY WITH THE CIWYS WATERWAYS MANAGEMENT PLAN AND DRAINAGE DESIGN MANUAL BY DESIGNING S17E DRAINAGE FAC/LInES THAT COMPLY WITH CITY AND REGIONAL WATER QUALITY CONTROL BOARD STANDARDS. THESE FACIL177ES MAY INCLUDE BUT ARE NOT LIM17ED 70.• ADEQUA7E WA7ER 7REAWENT FOR STORM WA TER, PRO14SIONS OF S17E DRAINAGE WITHOUT CONTR/BURNG 70 P07EN77AL CREEK BANK EROSION, AND SUFFICIENT OPPORRIN/nES FOR GROUNDWATER RECHARGE. NO S17E DRAINAGE SHALL BE DIREC77 Y METERED TO THE CREEK WITHOUT APPROPR/A7E 7REAWENT. 8. PUBLIC /MPROVEMEN75, INCLUDING BUT NOT LIM17ED 70 A MEDIAN, SHALL BE DESIGNED BY THE APPLICANT TO PRECLUDE LEFT 7URNS OUT OF THE S17E ON70 THE PUBLIC STREET. THE DESIGN OF THE IMPROVEMENTS SHALL BE REVIEWED BY THE CITY PUBLIC WORKS DEPARTMENT. THE IMPROVEMENTS SHALL BE C0NS7RUC7E9 AT THE EXPENSE OF THE PROJECT APPLICANT PRIOR TO OCCUPANCY OF THE S17E AND USE OF THE NOR7HERLY DRIVEWAY. 9. THE SELF STORAGE FACILITY DRIVEWAYS AT THE REAR OF THE S17E SHALL BE DESIGNED TO ALLOW FIRE TRUCK ACCESS DN AT LEAST ONE OF THE DRIVEWAYS TO 7HE REAR OF THE 517E (A MINIMUM OF 20 FOOT CLEAR IN ADD/nON TO ANY PARKING LANES). THE ON -SITE DRIVEWAYS SHALL BE DESIGNED TO INCLUDE A FIRE TRUCK TURN -AROUND OR THROUGH CIRCULATION FOR A FIRE TRUCK AT THE REAR OF THE SITE THE ACCESS PATH SHALL BE REVIEWED BY THE FIRE MARSHALL WiTH SUBMITTAL OF FINAL C0N67RUCn0N DOCUMENTS PROJECT NOTES 1. ALL WORK LOCATED W77H/N THE PUBLIC RIGHT-OF-WAY OR OR W77H/N 7HE JUR/SD/CnON OF THE CITY U77L/77ES AND PUBLIC WORKS DEPARTMENT SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS THE CURRENT ADOPTED STANDARDS ARE DATED ✓ANUARY 2009. 2. A SEPARA 7E ENCROACHMENT PERMIT /S REQUIRED FOR ANY WORK /N THE PUBLIC RIGHT -OF -WA Y OR WITHIN C/TY EASEMENTS FOR CONNECna TO PUBLIC UTILITIES WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIM17ED TO DEMOLITION, UnWIES, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET PLANTING OR PRUNING, CURB RAMPS STREET PAVING, AND PEDES7RIAN PR07EC7701V OF CONSTRUCTION STAGING /N THE RIGHT CF-WAY. J. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS. 4. A 7RAFI7C AND PEDES7RIAN CONTROL PLAN PREPARED BY THE C01117RACTOR SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PR/OR TO ENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS. 5. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OR 7RENCHING GREATER THAN 5 FEET /N DEPTH. 6. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2X SHALL HAVE FINAL GRADIENTS CER77FIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION APPROVALS 7, EROSION CONTROL MEASURES SHALL BE /MPLEMEN7ED AND MA/NTA/NED TO THE SA 775FAC770N OF THE BUILDING OFRC/AL AND PUBLIC WORKS DIREC70R FOR C0NS77?UC77ON OCCURRING BETWEEN OCTOBER 15 AND APRIL 15. 8. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, MUD, AND CDNSTRUCTION DEBRIS AT THE END OF EACH WORKING DAY. 9. 7REE PROTECTION MEASURES SHALL BE IMPLEMENTED TO THE SAnSFAC77ON OF THE CITY ARBOR/ST. THE CITY ARBOR/Sr SHALL RENEW AND APPROVE THE PROPOSED 7REE PROTECTION MEASURES PRIOR TO COMMENCING WITH ANY DEMOLITION, GRADING, OR CONSTRUCTION. THE CITY ARBORIST SHALL APPROVE ANY SAFETY PRUNING, THE CUT77NG OF SUBSTANTIAL ROOTS, OR GRADING WITHIN THE DRIPL/NE OF TREESS, A CITY -APPROVED ARBORIST SHALL COMPLETE SAFETY PRUNING. ANY REQUIRED 7REE PRO7ECTION MEASURES SHALL BE SHOWN OR N07ED ON THE BUILDING PLANS, CONTACT THE CITY ARBOR/Sr AT 781-7023 TO RENEW AND TO ESTABLISH ANY REQUIRED PRESERVATION MEASURES TO BE INCLUDED WITH THE BUILDING PERMIT SUBMITTAL. f0. ALL SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER &SIDEWALK, OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SA77SFAC770VV OF THE PUBLIC WORKS DIRECTOR. APCD NOTES PM M/772,4 RON MEASURES THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WA7ERING, AS NECESSARY TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAYS AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS THE NAME AND TELEPHONE OF SUCH PERSONS SHALL BE PROVIDED TO THE APCD PRIOR TO LAND USE CLEARANCE FOR MAP RECORDATION AND GRADING. A. REDUCE THE AMOUNT OF THE DISTURBED AREA WHERE POSSIBLE. B. USE WATER TRUCK OR SPRINKLER SY37EMS IN SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING 7HE S/7E, INCREASED WA7ERING FREQUENCY WHENEVER WIND SPEEDS EXCEED 15 MPH, RECLAIMED (NON -POTABLE) WATER SHALL BE USED WHENEVER POSSIBLE. C. ALL DIRT STOCK -PILE AREAS SHOULD BE SPRAYED DAILY AS NEEDED. D. PERMANENT DUST CONTROL MEASURES iDEN77FIED IN THE APPROVED PROJECT REVEGETA77ON AND LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES E. ALL DIS7URBED SOIL AREAS NOT SUBJECT TO REVEGETA77ON SHALL BE STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE APCD. F. VEHICLE SPEED FOR ALL VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE SITE. G. IN THE EVENT THAT THE EXCAVA770N OF MA7ERIALS WILL TAKE PLACE IN CLOSE PROXIMITY OF ASPHALT, STREET SWEEPERS SHALL BE USED AT THE END OF EACH DAY IF SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. H. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD (MINIMUM VER77CAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF 7RAILER) IN ACCORDANCE WITH CVC SECTION 23114. I. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED A T DA TES GREA 7ER THAN ONE MONTH AFTER /N/nAL GRADING SHOULD BE SOWN WITH A FAST -GERMINATING NATIVE GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED. J. PLANT SHADE TREES ALONG SOUTHERN EXPOSURES OF BUILDINGS TO REDUCE SUMMER COOLING NEEDS AS WELL AS PLANTING TREES DN B07H SIDES OF THE ROADS TO REDUCE THE REFLECTIVE RADIATING HEAT OF ASPHALT ROADS. K. INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND EXIT UNPAVED ROADS ONTO STREETS, OR WASH OFF 7RUCKS AND EQUIPMENT LEAVING SITE. L. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS WATER SWEEPERS WITH RECLAIMED WA7FR SHOULD BE USED WHERE FEASIBLE. MONITORING PROGRAM. CONSTRUCTION PHASE AIR QUALITY M/TIGATION MEASURES ARE MONITORED BY THE AIR POLLUTION CONTROL DIS7RICT (APCD), 7HROU6H A COMPLAINT BASED ENFORCEMENT SYSTEM. THE REQUIREMENTS LISTED ABOVE ARE N07ED ON THE PROJECT PLANS AND THE CITY BUILDING INSPECTOR FOR THE PROJECT ARE INS7RUC7FD TO CONTACT APCD IN THE EVENT OF A PROBABLE VIOLATION. MEMBERS OF THE PUBLIC CAN ALSO CALL APCD IF THEY ARE CONCERNED ABOUT DUST OR OTHER EMISSIONS FROM A CONSTRUCTION SI7F DUST M/WA 710N MEASURES ALL OF THESE ASBESTOS MITIGAnON MEASURES MUST BE INCLUDED ON GRADING AND BUILDING PLANS. THE APCD MONITORS STATE AIR QUALITY REQUIREMENTS AND WILL BE ROUTED PLANS THAT ARE SUBMITTED FOR BUILDING PERMITS FOR THE PROJECT TO INSURE COMPLIANCE WITH ALL STANDARDS AND REQUIREMENTS APCD ALSO RESPONDS IN THE FIELD DURING CONS77?UCn0N ON A COMPLAINT BASIS A. CONSTRUCTION VEHICLE SPEED AT THE WORK S17E MUST BE LIM17ED TO FIFTEEN (15) MILES PER HOUR OR LESS- B. PRIOR TO ANY GROUND DISTURBANCE, SUFFICIENT WATER MUST BE APPLIED TO 7HE AREA TO BE DISTURBED 70 PREVENT POSSIBLE VISIBLE EMISSIONS FROM CROSSING THE PROPERTY LINE C. AREAS TO BE GRADED OR EXCAVATED MUST BE KEPT ADEQUATELY WETTED TO PREVENT VISIBLE EMISSIONS FROM CROSSING THE PROPERTY LINE' D. STORAGE PILES MUST BE KEPT ADEOUATELY WETTED, TREATED WITH A CHEMICAL DUST SUPPRESSANT, OR COVERED WHEN MA7FR/AL IS NOT BEING ADDED TO OR REMOVED FROM THE PILE• E, EQUIPMENT MUST BE WASHED DOWN BEFORE MOVING FROM THE PROPERTY ONTO A PAVED PUBLIC ROAD,• AND F. VISIBLE IRACK-OUT ON 7HE PAVED PUBLIC ROAD MUST BE CLEANED USING WET SWEEPING OR A HEPA RLTER EQUIPPED VACUUM DEVICE WITHIN TWENTY-FOUR (24) HOURS. G. PRIOR TO CONSTRUCTION, S17E WORK OR GRADING, THE APPLICANT SHALL SECURE A PERMIT FROM THE SLO COUNTY APCD. THE CITY COMMUNITY DEVELOPMENT DEPARTMENT AND THE APCD SHALL MONITOR S17E WORK TO ENSURE /NCORPORA TON OF MI nGATION MEASURES. MON/TOR/NG PROGRAM CON57RUCTION PHASE AIR QUALITY M/nGA TON MEASURES ARE MONITORED BY THE AIR POLLUTION CONTROL D/S7R/CT (APCD), THROUGH A COMPLAINT BASED ENFORCEMENT SYSTEM. THE REQUIREMENTS L/SIED ABOVE ARE N07ED ON THE PROJECT PLANS AND THE CITY BUILDING INSPECTOR AND PUBLIC WORKS INSPECTOR FOR THE PROJECT ARE INS7RUC7ED 70 CONTACT APCD IN THE EVENT OF A PROBABLE WOLAnON. MEMBERS OF THE PUBLIC CAN ALSO CALL APCD lF THEY ARE CONCERNED ABOUT DUST OR OTHER EMISSIONS R70M A CONS 7RUCTION S/7E. PROJECT SPECIFIC NOTES 1. THE PUBLIC IMPROVEMENTS SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF 7HE PUBLIC WORKS DIRECTOR PR/OR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING. Z. RECORD ORAWINGS" OR AS -BUILT" PLANS ARE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT OF WAY OR WITHIN CITY EASEMENTS AT THE COMPLETION OF THE PROJECT PER CITY STANDARDS CITY STANDARD SPECIFICATIONS. THE RECORD DRAWINGS SHALL BE RECEIVED AND ACCEPTED PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING 3. THIS REDEVELOPMENT PRO,ECr 7R/GGERS THE U77Ll77ES DEPARTMENT SEWER LA7ERAL REHAB/UTA77ON POLICY. THIS POLICY STATES THAT THE EXlS77NG SEWER LATERAL SHALL BE REPAIRED OR REPLACED TO THE MAIN PR/OR TO FINAL INSPECTION APPROVAL FOR THE NEW CON57RUC770N. THE EX/SnNG LA7ERAL MAY BE APPROVED FOR REUSE 70 THE SA77SFAC7701V OF THE U77Ll77ES DIRECTOR. /F THE SERER LATERAL IS INTENDED FOR REUSE, THE OWNER SHALL SUBMIT A VIIS VIDEOTAPE TO THE BUILDING DIVISION DOCUMEN77NG 7HAT THE EXISTING PIPE IS IN SATISFACTORY CONDITION. 4. ALL IMPROVEMENTS LOCATED WITHIN THE CREEK MAINTENANCE EASEMENT AREA SHALL ONLY BE COMMENCED WITH THE APPROVAL AND OVER-SYGHT BY THE CITY'S NATURAL RESOURCE MANAGER. CONTACT NATURAL RESOURCE MANAGER NEIL HAVLIK AT (805) 781-7211 TWO WORKING DAYS PRIOR TO START OF WORK. 5 FINAL ELEVATIONS AND COMPONENT SIZING OF THE DRAINAGE SYSTEM INCLUDING BUT NOT LIMITED TO DE7EN77ON BASINS DRAINAGE PIPING INLETS WEIR ELEVA TONS, AND ORIFICES REQUIRED AS PART OF THE HYDRAULIC ANAL YSiS SHALL BE CERTIFIED BY A LICENSED ENGINEER OR SURVEYOR. 6. ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4: 1) AND GREATER USED TO CONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFFC77W PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO REQUEST FOR FINAL INSPEC7ON APPROVAL. 7, 7EMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, PLANTINGS AND FACILITIES ARE iN PLACE. TEMPORARY MEASURES SHALL BE REMOVED PR/OR TO FINAL INSPECTION APPROVALS, 8. THE OWNER OR OPERATOR SHALL VERIFY THAT THE PROPOSED COLLECTION SYSTEM AND DISCHARGE TO THE PUBLIC STORM DRAIN WILL NOT INCLUDE CONTAMINATED WATERS AT THE nME OF INSTALLATION OR IN THE FUTURE, lF CONTAMINANTS ARE INTRODUCED OR DISCOVERED, THE DISCHARGE SHALL BE 7ERM/NA7E0 UN77L PRE7REATMENr OR OTHER REMEDY HAS BEEN DESIGNED AND APPROVED 70 THE SA nSFACTION OF THE CITY /N ACCORDANCE WWI PREVAILING LA WS AND ORDINANCES. 9. SAW CUT7ING-ANY CUTTING SLURRY SHALL BE COLLECTED AND PROPERLY DISPOSED OF PER C' S INFORMATION BULLETIN 10. DIVE 15-GALLON STREET 7REE MAY BE REQUIRED FOR EACH 35 LINEAL FEET OF FRONTAGE: CONTACT THE CITY ARB®Rlsr AT 781-7023 FOR SPECIFIC QUESTIONS OR REQUIREMENTS AND TO EVALUATE ANY EA7577NG STREET TREES 11. HAND DIGGING /S REQUIRED WITFIIN THE DRIP LINE OF TREES TO REMAIN: ANY EXPOSED ROOTS SHALL BE OBSERVED BY CITY ARBORIsr BEFORE REMOVING. CONTACT CITY ARBORlsr RON COMBS AT 781-7023 BEFORE COMMENCING WITH CONS7RUC770P>, GRADING OR EXCAVATIONS LEGEND ABBREVIATIONS 6- EX1577NG 4" GAS MAIN (£) EXIS77NO -ww--- EX1SnNO 10" HOPE WATER MAIN E ELECTRICAL ----W---- EXISTING 12" Cl WATER MAIN EG EXISTING GROUND APpnolFo `--- P,w- EXISTING FIRE WATER MAiN (F) FU7URE EXISTING 10" VCP SEWER MAIN FF FINISHED FLOOR J�C „i EX/snNG UNDERGROUND FL FLOW LINE 9 a 7ELEPHONE AND ELECTRIC LINE FS FINISHED SURFACE il�J�I�l� �}!7Y<�" EXISTING SAN�TARY SEWER HEAD UTLIrYLINE FW DIVI FIRE SERVICE LINE r l q#q if, LUIS vp On " MANHOLE G GAS €1- EXISTING JOINT UnLl7Y POLE INV INVERT Tit EXISTING FIRE HYDRANT (P) PROPOSED EXrsnNc WATER VALVE RW RECYCLED WATER THiS PLAN IS NOT FOR CONSTRUCTION UNLESS APPROVED ANDIOR SIGNED BY ALL PERMITTING Ex1snNG LIGHT SO SrORM DRAIN AGENCIES. CONTRACTOR TO CHECK WITH THE FXISTING OFFSITE DRAINAGE SLD SLOTTED STORM DRAiN ENGINEER PRIOR TO CONSTRUCTION TO VERIFY THAT DIRECTION Sir SANITARY SEWER THIS IS THE MOST CURRENT AND APPROVED PLAN. X EXISTING TREE TO BE REMOVED TC 70P OF CURB BI PROPOSED CATCH BASIN TG TOP OF GRAZE %gFESSTp PREPARED UNDER THE DIREC77CVV -SD- PROPOSED STORM DRAIN TOP OF WALL 4®e Nqt By r�� 1 E. to AND/OR SUBMITTED BY.• SLD- PROPOSED SLOTTED STORM DRAIN r } PROPOSED PA V£MENr NO. C 57970 rn t EXP. 6/a0/10 PROPOSED 2.•1 FILL S1,OPE �T9r� CIVIL ��P .... '. ..-,..-.,, t.r, .. �.. c� V t h Q t(IUd/fldffl6S U550C civil engineering land surveying Post office box 1570 549 old mammoth rd., ate. 202 MAMMOTH LAKES, cc 93546 phone 780 934-7588 fax 780 934-5619 e-mail trladOthoinc.com 873 north main et. suite 150 BISHOP, cc 93514 phone ((760 873-4273 fax (760 873-8024 e-mail bishcpOthainc.com 777 woodside rd. suite a REDWOOD CITY. cc 94061 phone 850 388-0216 fax 650 366-0290 e-mail sfOthainc.com 513 Iincoln avenue, suite o NAPA, cc 94558 yhone ((707 251-9170 fax (707 251-91 OB e-mall napa6thainc.com 555 chorro at. suite a SAN LUIS OBISPO. cc 93405 I. (BOS) 544-8908 fax 805 544-8932 e-mall aloOthaina.com 1061 serppeentine lane. suite f PLEASANTON. cc 94566 vhon� 925 485-1080 fox 925 4B5-1083 e-mail pleasontonethainc.com Copyright (C) 2009 by Triad /HoImes Associates AI/ Rights Reserved. This Document is Intended Only for Use on the Proyect Specified in the Title Block. Any Reproduction of this Document or Portions of this Document, Without the Expressed Written Consent of Triad/H is Prohibited.oImes, gCbldnNa - 1 RY DATE 6115109 SCALE NIA DRAWN RW JOB NO. 11.00514 DWG 514GP SHEET OF C- I 4 SHEETS "S vn.'i: _.. .. r ;. .. . ., : ._ s. , p EXISTING TOPOGRAPHY AND BOUNDARY, SHRED BY EDA, JOB jA 2-3510-000 DA7ED 051.30108 AND NO CLAIM lSMARD 70 17S ACCURACY. ALL EXISTING CONDITIONS SHOULQQ� ��E VERIFIED PRIOR TO CONSTRUCTION. JUL 0 8 ,flaq UNDERGROUND UTILITIES SHOWN HEREON (IF Y ARE BASED ON ABOVE -GROUND S7RUC7URES AND RECO�R'TY (��� ®AG PioN LOCATION MAY VARY. iV U SAN LUIS OBISpO rTHIS PLAN IS NOT FOR CONSTRUCTION UNLESS APPROVED AND/OR SIGNED BY ALL PERMITTING AGENCIES. CONTRACTOR TO CHECK WITH THE ENGINEER PRIOR TO CONSTRUCTION TO VERIFY THAT THIS IS THE MOST CURRENT AND APPROVED PLAN. ?�kDt `'"' 10A``•. PREPARED UNDER THE DIRECTION OF AND/OR SUBMIT7ED BY.• m NO. C 57970 m Q EXP. 6/30/10 C ` K6115,109 CIVIL \OF CA0 R.C.E. 57970 XP. 6-30-10 h triadAdmes assm civil engineering land surveying Mt office box 1570 ppos old mammoth rd., ste. 202 MAMMOTH LAKES. ca 93545 phone ((780 934-7588 fax (780 934-5619 e-mall trladOthainc.com 873 north main sL suite 150 BISHOP, ca 93514 phoneax g660) 8-4273 t0 87373-8024 e-mall biehopOthalnc.com 777 woodside rd. suite a REDWOOD CRY cc 94061 phone ((BSO 366-0216 fax (850 368-0298 e-mall efOthalnc.com 513 lincoln avenue, suite o NAPA. cc 94558 phone C707) 251-9170 ax 707 2s1-8108 e-mail napaOthalnc.com 555 chorro at. suite a SAN LUIS OBISPO, cc 93405 phone 805 544-8908 fax 805 544-8932 e-mail sloOlhoinc.com I sarppeenone Ions, suite f PLFASANTON, ea 94586 phone 925 485-1080 tax 925 485-1083 e-mgil pleaeantonOthainc.com Copyright (C) 2009 by Triad/Holmes Associates All Rights Reserved. This Document is Intended Only for Use on the Project Specified in the Title Block. Anyhla Reproductfon of tt Document or Portions of this Document" Without the Expressed Written Consent of Trod/Ho/me-, is Prohibited. Or RF415ION5 I BY DATE 6115109 SCALE 1 "-20' DRAWN RW JOB NO. 11.00514 DWG 514GP SHEET OF C-2 4 SHEETS ..., a -.... ,,, ,, ,.. # :.::: t+ .. .. " tY'f'N �.<;. a#r -: ,^.'," �•.:2 b Fyn ",r ,.*T.y'., xu+= �;Yw + ..q r, r dl IJIII Il. (ISPo) cc 93405 33I 1 43'M6.1 is 08 a xma0 61 serpentine C80s5Oi 44-8932 r„J suite f PLEASANTON(ne caane. 94388 (� fax ne (925) 455-1003 jyJU, 08 q{y�� e-mail pleasanton®thoinacom "U""IN V OF Copyright (C 2:93t RIM C'T\/ S L7IVISIc�N Trfad/Holmes Associates 2 7* NV i O� AN LUIS OB,SPo A// Rights Reserved. This Document is intended Only for Use on the Prayeet Specified /n the rw.pro u=.,; Any DI[^//'^/ $` 'j',a}y NOTE Reproduc Uan rt this AA.. Jie6 leis!/ d7 S31J.�P'Yb' ddd O " Document or Port/ono of fth Document. Without - Me Expressed Wr/tfsn 7HE EXISTING TOPOGRAPHY AND BOUNDARY, SHOWN HEREON, WAS PROVIDED consent of Trfod/Holmes, BY EDA, JOB * 2-3510-000, DAlEO 05/30108 AND NO CLAM IS MADE AS !s Prohibited. 00 TO ITS ACCURACY ALL EX7S7/NG COI9D177CWS SHOULD BE VERIFIED PRIOR TO OF REVISIONS BY CON67RUCTION UNDERGROUND U77LI77ES SHOWN HEREON (IF ANY) ARE BASED ON ABOVE GROUND STRU07ZIRES AND RECORD DRAWINGS ONLY. ACTUAL �l/-sF'ffie%Y✓FYr' ■�Ydlfl THIS PLAN IS NOT FOR CONSTRUCTION UNLESS APPROVED AND/OR SIGNED BY ALL PERMITTING AGENCIES CONTRACTOR TO CHECK WITH THE ENGINEER PRIOR TO CONSTRUCTION TO VERIFY THAT THIS IS THE MOST CURRENT AND APPROVED PLAN. gOFESS/ON,q PREPARED UNDER THE DIR£0770N OF 11 F. { "y AND/OR SUBMITTED BY - NO. 2 NO. C 57970 m EXP. 6/30/10 A * 8115109 CIVIL �Q• �Q, %E OF CALM R.C.E. 57970 XP. 6-JO-10 DATE 6115109 SCALE DRAWN RW JOB NO. 11.00514 DWG 514GP SHEET OF C- �3 4 SHEETS a 1 1 !_ ,✓ .. Y di a T r. I.., � i-, ra _y 6 e.. a4..: _.. i,: f. T n ^. i >'.. ... ,. . .. •.. tx, ... i I f„- �. ,. i::.., a itlel i. - a..t r 2-�dt_, 11 Y(,1.t ids wrEhirx 9 -.. e tz.5lska fl k46 . .. a.. ..I .. :• .. .-br .0 .rTXf .i x 549 old H LAKES, N., etc, 202 MAMMOTH LAKES, 9' 83548 Phil.. 780 34-7SBB fax 7So 934-5619 e-mail acethoIncl 873 north main at suite 150 BISHOP, cc 93514 phone (760) 873-4273 fax (780) 873-8024 e-mail biahopOtha,nc.com 777 woodaide rd. suite a REDWOOD CITY, ca 94061 phone 650 388-0218 fax 8,0 388-0298 e-mail ef®thainc.com 513 Iincoln avenue, suite c NAPA, ea 94558 phone 707 251-9170 fax 707 251-9108 e-mail napoOthaina.com 555 ch.,ro At. suite a SAN LUIS OBISPO. ca 93405 phone 805 544-8908 fax 80S 544-8932 e-mail slops ainil 1061 eerpentine lane, suite f PLEASANTON, ca 94568 phone 925 485-1080 fax 925 485-f083 e-mail pleasanton0thuinc.com Copyright (C) 2009 by TNod/H.Imes Am ... latee All Right. Reserved, This JUL Document Is Intended U rr��� Only for Use on the / Pro ect Spec/f/ed in the T/tle @/ock. Any Reprod..Ucee of this ten BUILDINDIVISION Document or t, bons of n DI�I�I this Document, Without OIT G O the Expressed Wrolm Y 01- p�N N Consent of Triad/Ho/mas, 1� O LUIS OBISPO is Prohibited. REASIONS BY THiS PLAN IS NOT FOR CONSTRUCTION UNLESS APPROVED ANDIOR SIGNED BY ALL PERMITTING AGENCIES CONTRACTOR TO CHECK WITH THE ENGINEER PRIOR TO CONSTRUCTION TO VE RIFY THAT THIS IS THE MOSTT CURRENT AND APPROVE D PLAN. 4�Or "a / CNq PREPARED UNDER THE DIREC77ON OF �ea7 1 E. FZ AND/OR SUBMITTED B 1� �4� c� NO. C 57970 m EXP. a/30/10 \ 6115109 CIML E, FR DA OF T•Al\f R.C.E. 57970 XP. 6-30-10 DATE 6115109 SCALE N/A DRAWN RW JOB NO. 11.00514 DWG 514GP SHEET OF C- 4 4 SHEETS PLANTING NOTES 1. INSTALL BARK MULCH IN ALL PLANTING AREAS. MULCH SHALL BE A INSPECTION IS REQUIRED. MINIMUM 2" THICK IN SHRUB AREAS AND 1 THICK IN ALL FLATTED GROUND COVER AREAS. 5. HAND DIGGING IS REQUIRED WITHIN THE DRIPLINE OF TREES TO REMAIN; ANY EXPOSED ROOTS SHALL BE OBSERVED BY THE CITY 2. QUANTITIES/SIZES SHOWN IN THE PLANT LEGEND ARE FOR ARBORIST BEFORE REMOVING. CONTACT CITY ARBORIST RON REFERENCE ONLY. IN THE EVENT OF DISCREPANCIES, THE ACTUAL COMBS AT 78-7023 BEFORE COMMENCING WITH CONSTRUCTION, PLAN COUNT/SIZE SHALL PREVAIL. GRADING, OR EXCAVATIONS. 3. REFER TO SPECIFICATIONS PRIOR TO BIDDING AND CONSTRUCTION, 6. ONE 15-GALLON STREET TREE FOR EVERY 35' OF FRONTAGE IF NOT PROVIDED, CONTACT THE LANDSCAPE ARCHITECT. ADJACENT TO A PUBLIC STREET MAY BE REQUIRED. CONTACT CITY ARBORIST FOR SPECIFIC REQUIREMENTS AND TO EVALUATE ANY 4. CONTACT THE CITY ARBORIST AT 781-7023 TO REVIEW THE EXISTING TREES AT 781-7220. PROPOSED TREE PROTECTION MEASURES PRIOR TO COMMENCING WITH ANY DEMOLITION, GRADING, OR CONSTRUCTION. ANY 7. ALL IMPROVEMENTS LOCATED WITHIN THE CREEK SETBACK AREA SAFETY PRUNING OR THE CUTTING OF SUBSTANTIAL ROOTS SHALL SHALL ONLY BE COMMENCED WITH THE APPROVAL AND BE APPROVED BY THE CITY AND COMI'LETED BY A CITY -APPROVED OVERSIGHT BY THE CITY'S NATURAL RESOURCES MANAGER. ARBORIST. CONTACT THE CITY ARBORIST AT LEAST 48 HOURS PRIOR CONTACT NEIL HAVLIK AT (805) 781-7211 TWO WORKING DAYS TO CONSTRUCTION IN AREAS WHERE TREE PROTECTION AND PRIOR TO START OF WORK. //. FEB Festuca glauca'Elijah Blue' COMMON BLUE FESCUE HEU Heuchera'Amber Waves' CORAL BELLS ROP Rosmarinus officinalis 'Prostrata' ROSEMARY SMA Senecio mandraliscae KLEINIA TJA Trachelospermum jasminoides k STARJASMINE QTY. SIZE NOTES 2 24" BOX DETAILS la, 1b, 2a, 2b LOW BRANCH 10 24" BOX DETAILS la, 1b, 2a, 2b 11 15 GAL 3 15 GAL DETAILS 1a, lb, 2a, 2b 2 36" BOX DETAILS 1a, 1b, 2a, 2b MULTI 3 12' C.T.H. DETAILS la, 1b, 2a, 2b QTY. SIZE NOTES i 15 GAL DETAIL la 23 1 GAL DETAIL la 10, O.C. TRAIN TO FENCE 10 5 GAL DETAIL la 19 5 GAL DETAIL la 4 5 GAL DETAIL la 38 5 GAL DETAIL la =GALDETA'ILL 15 5 GAL DETAIL la 55 5 GAL DETAIL la QTY. SIZE NOTES 157 1 GAL DETAIL 1a, 3a 18" O.C. 86 1 GAL DETAIL 1 a, 3a 18" O.C. 165 1 GAL DETAIL la, 3a 3' O.C. 75 1 GAL DETAIL 1 a, 3a 2' O.C. 30 1 GAL DETAIL la, 3a 3' O.C. LANDSCAPE POT PLANTING PLAN EACH POT SHALL RECEIVE (2 POTS TOTAL): (1) 15-GALLON Brahea armata (multi -trunk) (4) 1-GALLON Festuca'Elijah Blue' (2) 1- GALLON Senecio mandraliscae ARCHITECTS; INC 641 Higuera Street, Sulte 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHI tECTS, INC. All designs and other information on the drawings are for use on the specified project and shall ' not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. CO A 5 1 5 1) CONTRACTOR SHALL DRILL THROUGH SAUCER TO Job Number. 08-0161 ACCOMMODATE PVC IRRIGATION LINE. SEAL AROUND PIPE (SAUCER Dr. Ely: sow O ONLY, NOT POT) AFTER PLACEMENT WITH WATERPROOF 1 Date: 1/23/09 + PERMANENT SEALING AGENT. /^\ / I \ 3/216/09 2) FOR POT DRAINAGE, PROVIDE 2" LAYER OF 3/4" FLOAT ROCK IN BOTTOM OF EACH POT. PLACE A LAYER OF FILTER -FABRIC OVER � / `\ 6/1sro9 + GRAVEL PRIOR TO BACKFILL. REFER TO PLANTING SPECIFICATIONS � FOR SOIL BACKFILL. 1� /' \ 3) LANDSCAPE POT (QTY. 2) SHALL BE "CASCADE" BY QUICKCRETE, MODEL #QR-CE3636P. COLOR: C6; TEXTURE: T1; SAUCER: STYLE B HARDSCAPE LEGEND CONC. FINISH* INTEGRAL COLOR** STAMP PATTERN*** DETAIL Sheet Contents ® LIGHT BROOM CREAM BEIGE WINDSOR COBBLE 4 & 5, SHEET L-3.2_ Landscape Ell © SALT FINISH STND. GREY N/A E L Construction and * HEAVY BROOM FINISH TO BE USED ON ALL CONCRETE SURFACES WITJUt Q g 7000 Planting Plan SLOPE GREATER THAN 5%U (REFER TO GRADING PLAN). ** INTEGRAL CONC, COLOR BY BRICKFORM OR APPROVED EQUA I i1 �j ION ** STAMP PATTERN BY BRICKFORM OR APPROVED EQUAL. SAMPLE H� QE31S OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRI&MIIQF 1 Sheet Number.' SCALE: 1 ° = 16' 0' 16' 32' 48' 4- SpN9SCq po is - Co 2 48 D 1 3 �� 9TFOFCAL tFO�� 1 IRRIGATION LEGEND SYMBOL DESCRIPTION NOTE IRRITROL MC-12E SERIES AUTO. CONTROLLER INSTALL PER LOCAL CODES AND IN VIT ENCLOSURE (WALL MOUNT MODEL MANUFACTURERS INSTRUCTIONS. #SB-16SSW) REFER TO DETAIL 4, SHEET L-3.1 FEBCO 825YA REDUCED PRESSURE BACKFLOW TEMP. FOR CROSS -CONNECTION TEST. N PREVENTER: 1" INSTALL PER DETAIL 5, SHEET L-3.1 IRRITROL 700-RW60 SERIES ELECTRIC VALVE REFER TO DETAIL 6, SHEET L-3.1 SIZE PER VALVE KEY (9� RAINBIRD 3NP QUICK COUPLER VALVE INSTALL PER DETAIL 7, SHEET L-3.1 DQ KBI BTU-TE BALL VALVE (1-1/2") INSTALL PER DETAIL 8, SHEET L-3.1 e MAINLINE SCHAD PVC PIPE (VIOLET, NON -POTABLE) 1-1/2" UNLESS NOTED. REFER TO DETAIL 9, SHEET L-3.1 SCH. 40 PVC PIPE & WIRE SLEEVE SEE NOTE #9. LATERAL LINE CL.200 PVC PIPE MINIMUM PIPE SIZE = 3/4". (VIOLET, NON -POTABLE) SEE NOTE # 10. REFER TO DETAIL 9, SHEET L-3.1 ® WATER METER (3/4") BY OTHERS. SEE NOTE #3. ® RAINBIRD XCZ-075/100-PRF (PURPLE NP-HAN) REFER TO DETAIL 10, SHT. L-3.1 DRIP CONTROL ZONE (SIZE PER PLAN) DRIPLINE 5/8" I.D. POLYETHYLENE PIPE (PURPLE) REFER TO DETAIL 11, SHEET L-3.1 WITH RAINBIRD XB-10PC EMITTERS SEE NOTE NO.12 r O PVC TO POLY DRIPLINE ADAPTER INSTALL PER DETAIL 12, SHT. L-3.1 IRRIGATION HEADS INSTALL PER DETAIL 13, SHEET L-3.1 SYMBOL DESCRIPTION PSI RADIUS (FT) FLOW (GPM) PRECIP (IN/HR) ® RAINBIRD XS-090-10-32A XERI-SPRAY 30 0-10 0-.5 N.A. IRRIGATION NOTES ALL CONTROL WIRES UNDER PAVING SHALL BE SLEEVED. PROVIDE SWEEP ELLS AT ALL CORNERS. 2.IRRIGATION PLANS ARE SCHEMATIC! ACTUAL LINE AND HEAD PLACEMENT SHALL BE DETERMINED ON SITE DURING CONSTRUCTION. CONTRACTOR SHALL ADJUST NOZZLE RADIUS (TO ACHIEVE 100% COVERAGE) BASED ON PLAN LAYOUT & IN -FIELD DIMENSIONS. 3. POINT OF CONNECTION (P.O.C.) DOWNSTREAM OF NEW METER SHALL BE PROVIDED BY GENERAL CONTRACTOR. REFER TO CIVIL ENGINEERING SHEETS FOR EXACT METER LOCATION. 4. 120v ELECTRICAL FOR CONTROLLERS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. FINAL HOOKUP SHALL BE MADE BY LANDSCAPE CONTRACTOR. REFER TO ELECTRICAL ENGINEERING SHEETS FOR ADDITIONAL LINE/PANEL INFORMATION. 5. SYSTEM DESIGN BASED ON 80 P.S.I. STATIC WATER PRESSURE. OPERATING PRESSURE: 30 P.S.I. (MIN. FLOW SHALL BE 15 GPM). 6. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR 100% COVERAGE AT NO ADDITIONAL COST TO OWNER. SITE DIMENSIONS SHOULD BE THOROUGHLY CHECKED BY CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION. DISCREPANCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 7. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELIMINATION OF LOW HEAD DRAINAGE AT NO ADDITIONAL COST TO OWNER. PROVIDE CHECK VALVES AS NECESSARY. B. REFER TO THE SPECIFICATIONS PRIOR TO BIDDING AND CONSTRUCTION. 9. ALL LINES UNDER PAVING SHALL BE SLEEVED. CONTRACTOR SHALL INSTALL SLEEVES IN STRAIGHT UNES FROM PLANTER TO PLANTER. PLACE PVC PIPE INSIDE SLEEVE PRIOR TO SLEEVE INSTALLATION. SLEEVES SHALL BE 2x LINE SIZE. REFER TO DETAIL 9, SHEET L-3.1. 10. PIPE SIZES SHOWN ON THE PLAN CONTINUE DOWNSTREAM, TO THE NEXT SIZE LABEL, TYPICAL. 11. IRRIGATION EQUIPMENT MAY BE SHOWN OUTSIDE OF PLANTERS FOR CLARITY. INSTALL ALL EQUIPMENT IN PLANTERS UNLESS NOTED OTHERWISE. 12. ALL COMPONENTS UTILIZED FOR IRRIGATION SYSTEM SHALL BE INSTALLED WITH VIOLET EFFLUENT WATER MARKINGS (MAINLINE, LATERALS, HEADS, VALVES & BOXES). 13. INSTALL 1 - 1 GPH EMITTER PER 1 GAL. CONTAINER, 2 - 1 GPH / 5 GAL., 3 - 1 GPH / 15 GAL., 4 - 1 GPH / 24" BOX, AND 5 - 1 GPH / 36" BOX. INSTALL EQUALLY AROUND ROOTBALL. VALVE KEY MOO VALVE & CONTROLLER STA.1 VALVE SIZE 3 4 OO GALLONS PER MINUTE t�x JUL o 8 70nq BUILDING DIVISION CITY OF SAN LUIS OBIS SCALE: 1" = 16' 0' 16' 32' 48' 9 I! APCHITECTS,.INC 641 Higuera Street, Suite 305 Sail Luis Obispo, CA 93401 805.541-38.18 sdg@sdgarchitects.com hesa drav4rigs are. instruments of service ant are the properly of STUDIO DESIGN GROUP ARCHITECTS, INC: "A!I designs'' .and other information on the drawings are fur use on the specified pro}ectand shalt not ce used without the e ipressed written consent of STUDIO DESIGN GROUP' APCHITECT% INC. Q" to .� M� - . J Z. NOI �£.. d 1 ?3 1 0 `.o O A 5 1 5 LANDSCAPE ARCHITECTURE AND PLANNING Job Number: 08-0161 Dr. By! _' BEB Date: : _1/23/09 / ' \ 3/25109 A6/15/09 / 3\ A Sheet Contents' Irrigation Plan I Sheet Number ,_p,NDSCgpe L. C� 9,p, ti 248 L=2el r'? sr 111 23 09 OFCAL\FDD Reclaimed/Recycled Water Notes 1. At least two prior rior to start of construction, Contractor and City a, San. Luis _ Obispo inspector shall hold apre-construction meeting. To schedule meeting, contact P City of San Luis Obispo at (805) 781-7239. 2. Notify City of San Luis Obispo inspector a minimum of at least 48 hours before work begins. City of San Luis Obispo inspector must inspect andior verify: a Presence of properbackflow prevention device at all potable water points of connection. g ', depth, clearances labelin sleeving . � New underground piping (materials, burial p g, �) PP • Installation of signs, tags, and controller decals. � g . ,- . most t' 's 1 r n to potable water service. In rood_ cases, she sate Required ter:nporary c.ormec_tu irrigation system must be connected to a temporary source of potable water in order to conduct required cross -connection test. - r t T'. " • Site passed required cross -connection test pertonmed a} a certified4�� wA cross connection specialist (if applicable): • New Meter Installation Prior to receiving' recycled water, City of San Luis Obispo inspector must inspect the disconnection of the site's irrigation system from the temporary potable water supply, and then inspect the connection of the system to the recycled water supply: T ^ -connections between the otable and recycled neater systems are permitted. 3. No crows y P r e following r - buried rec Glen water piping shall-bead_n_nfed by one of th +. A1Ion sate y p p methods: * Using purple -colored PVC pipe with continuous wording: Caution -Recycled Water" or `'Caution Reclaimed Water" printed on opposite sides of the pipe. y, � Pipe. shall be laid with wording facing upwards. p � g 3 over the pipe. Pol wra sleeve shall have g Using purple colored polywrsp sleeve owe p p Polywrap . g g . -Recycled Water"or"Caution- wntmualiy repeating wording: Caution . ry e sides. P ester printed on opposite Reclaimed W p pp o , Warning tape with a minimum width: of three inches (3") reading, "Caution Rec}c1edWat_r"or Caution ReclaimedWater" in black or white lettering on { k all run continuous) on of piping and shall be attached purple background} shall Y P P P g to Ping i P a with plastic tape banded around the warning tape and the pipe every five feet (5) on center. shall be buried to a minimum depth from finished �: All on -site recycled water piping P grade to top of pipe (minimum cover-) of: i ".. s ae 24 inches Pressurized mete and lar�_r :+ i ' o fl aches Pressurized lines lures _ Is mcnes and ��nall_r 18 n a" Intermittent pressure lines - 1.2 inches e r a n PVC piping with solvent welded joints shall be 6. All recycled water p_pm,, ether the p p b J protected against movement with thrust blacks or restrained joints or other approved method per City of San Luis Obispo requirements. 7. Maintain I O-foot horizontal separation between buried pressurized recycled water irrigation piping and buried potable water piping unless otherwise noted.* At pipe crossings, buried pressurized recycled water irrigation piping must be 12 inches below potable waterlines. Pressurized recycled water pipelines are allowed over potable water pipelines with a minimum of 12 inches of vertical separation if a full standard pipe length is centered over the crossing; or the recycled water pipeline is installed in a pipe sleeve which extends a minimum of 10 feet on either side of the potable water piping. Intermittently pressurized irrigation laterals may be located a minimum of 12 inches above potable water pipelines. without sleeving. S. All recycled water system remote control valves, isolation valves, quick coupling valves, strainers, and pressure -regulating valves shall be installed below grade in valve boxes. Green, black, or purple -colored boxes and lids are acceptable. v'aive boxes shall have a warning label or nameplate permanently molded into or attached onto the lid with rivets, screws, or bolts. ' Warning labels shall be per City of San Luis Obispo standard details. 9- Recycled water quick -coupling valves shall have a purple cover and be identified per City of Sari Luis Obispo standard details_ 10:" No hose bibs are allowed on the recvcled water irrigation system. Any exterior hose bibs served with potable water must be labeled per City of San Luis Obispo standard details. devices and valves e.. isolation valves, irrigation 11: All recycled water meters, ( g controllers, remote control valves, pressure regulating valves, quick coupling valves, etc.) shall be tagged per City of San Luis Obispo standard details. 12. Label all potable water meters and above ground potable water pipes/devices (backflow preventers, hose bibs, etc.) withtags or labels reading: "Potable Water" in black letters on blue background, per city of San Luis Obispo details. 13. Recycled water advisory signs conforming to the details and specifications on the City of San "Luis Obispo -approved irrigation plans shall be posted per locations shown on those irrigation plans_ 14. Installation of direct injection systems on the recycled water irrigation system is not permitted. 15. No drinking fountains or eating areas are allowed in the approved recycled water use area unless adequately protected from overspray. * 10' SEPARATION FOR PUBLIC R.O.W. AREAS; 4' SEPARATION FOR ON -SITE AREAS, ,, e e b the City after: 10. AIIrec recycled meter„ will b� set y • y The site's owner, developer. or contractor has applied for recycled water service with the City, the water service agreement has been approved (if applicable), and all applicable fees have been paid. • City S Luis must inspect the discomection of the site's Crt} of pan Lance Obispo inspector p irrigation system from the temporary potable water supply, and then inspect the connection of the system to the recycled water supply- • Site's Otvner, Developer, or Contractor has completed required Site Supervisor tiaining. Call 78 t-7239 to schedule. • Successful completion of cross -connection test. Call 781-7239 to schedule test. r r e = 's allowed on an non -approved use area. . 17. No over�pra} or runoffof water 1 Y PP Pondm. of recycled water due to irrigation is not allowed in any area. Upon receiving recycled water, the on -site recycled water irrigation system must pass a coverage test conducted by file City of San Luis Obispo inspector or designee. 18 . Contractor shall subiirit as -built irrigation plans to the City of San Luis Obispo inspector within 90 days of site receiving recycled water. GUIDELINES FOR RECYCLE D WATER USE ` d b the City of San Luis Obispo for assistance in The following guidelines are provided y ty P the correct use of recycled water. These are derived from requirements enacted by the Regional Water Quality Control Board andfrom State regulations lations (Department nt of _ Health Services (Tit le 22). These guidelines are intended to provide the basic requirements for recycled water use for landscape irrigation. Additional information is available upon request. Too operate your system in compliance with current regulations, P q P at a minimum you must: PROVIDE NOTICE TO THE PUBLIC. Conspicuous notification signs must be posted als around the area to ensurepeople"know recycled water is being at adequate intervals q used to irrigate the landscape, ' and this water is not potable. Signs should state p "RECYCLED WATER" and include the statement: "DO NOT DRINK IRRIGATION W g P WATER" in English and Spanish, Additional signage may be required in certain circumstances. EQUIPMENT LABELS; SIGNS AND NOTICE. PIPE. All buried piping supplied with recycled water and continuously under pressure shall be marked with warning tape or with stenciled lettering to identify it as carrying recycled water. On new construction, the irrigation system piping beyond the control valves shall also be labeled. Warning tape shall be Y, wide and shall have the words "CAUTION: RECYCLED WATER LINE printed in black on a red, yellow or purple background color. Stenciled pipe shall be tinted purple and shall be marked "RECYCLED WATER" in 5/8" minimum letters, repeated every 12" (pre -stenciled purple PVC pipe is commercially available). u All above -grade piping and/or plumping appurtenances shall be colored purple and shall be labeled with the words "RECYCLED WATER". IRRIGATION SYSTEM VALVES AND CONTROLLERS. All irrigation system controllers shall have warning labels installed as supplied by the Water Department. All irrigation system valves (gate, manual control, electric control, pressure reducing and/or pressure relief) shall be installed in boxes below -grade and shall have labels or tags permanently affixed with the words "RECYCLED WATER". No hose bibs are allowed to be connected to a recycled water system. Irrigation hose connections are allowed via a "quick connect" coupling if installed within a below -grade box or other enclosure and provided with proper warning labels. USE OF POTABLE WATER. Any property where recycled water is used shall have an approved back -flow device installed on the potable water service. If recycled water is to be supplemented with potable water, there must be an air gap separation at all times between the recycled water and potable water supplies. SEPARATION BETWEEN WATER, SEWER AND RECYCLED WATER PIPES. For recycled water mains located in a public right-of-way there must be a ten (10) foot separation for each between water, sewer and recycled water mains. For a description of alternatives see Water Department Standard Drawing W-2550-2. On -site separation requires recycled piping to be four (4) feet away from potable piping when parallel and one (1) foot lower than potable water piping where they cross (OR SLEEVE PER NOTE #7). PUBLIC CONTACT AND APPROVED APPLICATION AREAS. - Public contact shall be minimized by proper design of irrigation system to prevent run-off, excessive ponding, over -spray or wind drift of irrigation water to areas where it is not permitted or not under control of the owner. - Recycled water shall not be applied to public access sidewalks, roadways, passing vehicles, drinking water facilities or enter areas where food is handled or eaten. - Irrigation shall be scheduled to be applied at night, between the hours of 9 pm and 6 am. Any day -time use of recycled water (between the hours of 6 am and 9 pm) shall be under direct control and observation by an individual familiar with these regulations. Notes: o 1 1. 1Va"rning Tags shall be high 11"durability polyurethane. 2. The tag shall be 3" x 4" in size with attachment `>neck and reinforced attachment hole. 3. All lettering shall be. hot; Warning • stamped in black on c purple tog. 4, Togs shall': be attached with Recycled non-ferrous "wire. Water 5. Christy's ID-MAX-P2-RC-009 or approved equal, attached as �� �$ C0tr1� shown in 9 En9 ineerin Standards. Front Backe Recycled Water Warmer g rags 6. Plastic Warning Plates shall be " Christy's #3B00 or equal. 7, Warning Plates "shall be made pn �a 9 ECYCLE .TE-purple, t1V' resistant co -polymer 0 of o 00 NOT DRINK. NO TONAR, plastic, and installed with tamer-P roof rivets. - _ P Plastic Warning Plate 8. Adhesive Warning Decals shall WATERRECYCLED be Christy's #113-4200 or equal. Do NOT DRINK _ 9, Adhesive F�iser Decals shall be f IM TOM ELAGUA _J Christy's #5100 or equal. -_ • 10. Warning Debals shall be :made min all on a 3.5 rail "flexible vinyl base,, Adhesive e with ermanent acrylic adnesive _p y __. backing on a 90# stayflat liner. 11. _ / .Back round sn"all be printe d 11MOYCLID WA79� avno D�Ns a purple UV all vinyl ink. Aali$o NoromeE6AGUA - Legend printing shall be 1n-:hlac k RECIC WA _ 9 p g RECYCLED WATER t with :'a UV cured vinyl ink. 00N NOT r _ � a The entire -deal :shall be clear warm 12. 1110.p9EFLAGuA flood over -printed for superior NAD REC�c O WATER weathering and UV protection. -,, AVIRo DRINK 13. Rsser Decals se approx., " Riser b aaan NO TOME EL.A60A " „ d Ca able of being 113 Ree'c t 2Yzx 3 an p_._ g wrapped around and;ottaahed to a -: -s rinkler riser. Adhesive Riser Decal P REVISIONS BY+ APP DATEof 4i' New Standard �R B L -as I�ICill RECYCLED, C Y C LED WA TER US WARMING TAGS, LA6ELS AND DECALS STANGARDr CURRENT AS CF.' January 2UG8: OTBISPO 13810: Notes. 1. All signs shall be sign grade aluminum - .080" thick, with white letters an a purple background. Signs "'shall include'Ianguage staking that "recycled water" - is used for irrigation, shall contain the the warning • "DO NOT DRINK and shall include the industry standard syr ibol; 2. Ihe' srnaII signs ssh"all be a minimum of 8" wide and 1 Q" high. 3. Small signs shall be mounted to U-channel, 2 lbs.. 'not rolled high tensile rail or -billet-'steel with galvanized finish per, ASTM A=121 Sign post shall exie"nd 4'3" below grade, h. Large signs shall be- a' minirrlum of `18" high and 24" wide, 5. Large signs sna11 be mounted to chain link fencein accordance with manufacturer's recorn"menda Lions, 6. Ali mounting hardware 'shall be stainless steel 7. Height of signs 'Will depend on location and surrounding landscape plant `types (min, Height shall be; 3'). In all cases, sign shall be visible to the public, , 8. Sign letters shalIr be reflective material. 9. Signs shall be located as shown on the plans. As a minirmlm, signs Shall be placed at -each `entrance to the area where recycled water will . be used. Sighs must be placed -where `They can be easily seen, and no further thari-ID00' apart 'unless approved by the Water Reuse Coordinator. For unfenced areas, signs shall be placed at "sidewalks and crosswalks, driveway ;entrances, corners, outdoor eating areas, and as otherwise required. For medians, d' sign 'shall be placed at the beginning and end of the median. Longer medians may require an additional sign be placed near the middle, reqUidistdrntfrom the ends of the "median. For fenced areas, signs mustbe placed at each 'fence opening. VZO •10. Rost shall be installed per Eng. Std. 7210 mounting height. Jut 0 8 �nnq . irf sNG dIvrsiaNYo DqLUISOfj/SATE] o PoREVISIONS APP New Standard SH BL 3-08 pA pImilil 111 Rev. rwtes for strLsigns PYB BL /0-07 1 WARNING SIGNS SrANDARD CURREW A5 OF: January 2016 0131Sp0 23&2Q Ed IN I I ARCHITECTS, INC 641 l-liguera Street, Suite 303 San Luis Obispo, CA 934o1 805-541-3848 scig n scigarchitects.com These drawings are instruments of service and are the: property of STUDIO DESIGN GROUP APCHITECrS,1NC.. All o'esigus and other informationou the drawings are for use cn the specified project and shall not be used without the expressed written toosentofSTUDIO DESIGN GROUP ARCHITEM, INC. TTI <, o E to t C,/) AN s ' O M O A 5 1 5 LANDSCAPE ARCHITECTURE AND PLANNING Job Number; 08-0161 Dr. By; :... BEB ['late: 3/25/09 / I \ 6/15/09 /2 / 3\ n Sheet Content's; Recycled Water Notes & Signage Shoat Number L=2 • 3:.v �.�2 A . .o, f i .A48 m W 3 ' I" Sn� �I •��1� .,I •�� lu�" I,i i e i Ills E. ,� • i it I �I J i I r I milli rl�r 163 E Ile] Em ARCHITECTS, INC, 641 Higuera,Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarch i t ects-Corn These drawings are instruments of service - and are the property of STUDIO DESIGN GROUP ARCHITECTS; INC. All designs and other information on the drawings are, for use on the specified project and shah ' not be used without the expressed written consent of STUDIO DESIGN GROUP' ARCHITECTS, INC. ' 0 � O .._ .x x x Q C M O A 5 I 5 LANDSCAPE ARCHITECTURE AND PLANNING Job Number. 08-0161 Dr. By, BEB Date: 1123/09 A^ 3/25/09 \ 6/15109 / \ Sheet Contents Landscape Details � Sheet hfutnlaer ' Lm3ol JUL o A 200A 13UILDING DIVISION CITY of SAN LUIS OBISPo t �I �I� s ARCHITECTS, INC 64) HigUera Street, Suite303 San Luis Obispo, CA 434o1 805-541-3848 sdg@sdfyarcliitects.com sdfyarchitects.com These drawings are instruments a( service' and are the properly of STUDIO DESIGN GROUP APCHI TECTS, INC, All designs and other information an the drawings are for use on the specified project and shall - net be used xith"t the eApressed written torrent of S TULAD DESIGN GROUP ARCNITpCTS, INC. O Q . F CJ) -r C� 2 +a M O 4' (J� O M O A S I S LAND5CAPE ARCHITECTURE AND PLANNING Job Plumber: 08-0161 Dr- BY: BEB Date- '.1/23/09 / • \ 3/25/09 A6/15/09 A n Sheet corI Landscape Construction Details Sheet Number L=392 LANDSCAPE PLANTING - PART 1 - GENERAL SECTION 02910 1.01 SCOPE A. Provide all labor, materials, equipment and services to complete the finish grading, planting, maintenance of planting and related items, as indicated on the drawings and specified herein, providing landscaping with plants in vigorous growth condition, ready for the Owner's use. B. Related work specified elsewhere includes but may not be limited to: 1. Landscape Irrigation - Section 02810; 2. Turf Sodding - Section 02930. 1.02 SUBMITTALS A. Furnish original material invoices and original truck delivery tickets indicating the quantities of fertilizers and soil amendments delivered to the job site. Material invoices must be approved by the Landscape Architect prior to installation. Photocopies will not be accepted and the Landscape Architect must be on site to verify all deliveries. B. Furnish material invoices or documentation to the Landscape Architect at least 30 days prior to start of work indicating that all plant material has been ordered. 1.03 PROTECTION A. Contractor shall check for location of cables or conduits, utility lines, and other existing features or conditions above or below ground level that might be damaged as a result of his/her operation. Questions or conflicts arising out of such examination prior to or during operation shall be immediately directed to the attention of the Landscape Architect for necessary action or decisions before resuming operation. Contractor shall be responsible for repair or replacement, at no cost to the Owner, for features or conditions damaged through failure to comply with above procedures. 1.04 ALTERNATES A. Alternates will not be permitted unless authorized by the Landscape Architect at least 30 days prior to start of work. The Landscape Architect will assist the Contractor in the selection of the nearest equivalent size and variety of plant. 1.05 DRAWINGS A. Interpretations: Drawings and specifications are intended to be fully cooperative and to agree. However, if the Contractor observes that the drawings and specifications are in conflict, (s)he shall promptly notify the Landscape Architect in writing (prior to bidding and/or construction). The specification calling for any higher quality material or workmanship shall prevail. Questions regarding interpretation of drawings and specifications shall be clarified by the Landscape Architect. 1.06 INSPECTIONS A. The Contractor shall notify the Landscape Architect 24 hours in advance of all soil preparation, planting and maintenance inspections. B. The Contractor shall schedule with the Landscape Architect a preconstruction conference at least 7 days before beginning work under this section. The purpose of this conference will include: 1. Review of Contractors questions regarding this project; 2. Review administrative and inspection procedures that will occur during construction; 3. Review the Contractors work schedule for this project; 4. Verification of Contractor's C-27 License, Bonding and Insurance. C. Fine Grading and Soil Preparation 1. Furnish certificates for soil amendments at this time (per Section 1.02); 2. The fine grading and soil preparation of all planted areas must be approved prior to installation of plant material. D. Plant Material 1. Plant material quality will be inspected prior to planting. Plants that are found to be rootbound, of insufficient size, or of irregular shape may be rejected by the Landscape Architect. Rejected plants will be replaced at no extra expense to the Owner. 2. The Contractor will field locate all box and container stock before planting. The Landscape Architect will then be allowed to adjust the locations of any plant materials prior to installation. E. Pre -Maintenance Inspection 1. The pre -maintenance inspection will occur after all work has been completed as indicated on the drawings and in the specifications. If approved, this will be the starting date of the 90 day maintenance period. F. Final Inspection 1. The final inspection will occur after the 90 day maintenance period and all work is completed. If approved, this will be the date of final acceptance. 1.07 GUARANTEE AND REPLACEMENT A. All specimen trees in 24 inch box and larger shall be guaranteed for one (1) full year; all 15 gallon plants for one (1) year; all 1 gallon and 5 gallon plants for six (6) months; lawns for three (3) months; annual color and flatted ground cover for 60 days, from date of final acceptance. B. The Contractor shall replace all dead plants and all plants not in a vigorous, thriving condition as determined by the Landscape Architect during and at the end of the guarantee period. Replacement plants shall be of the same quality as the original specified plants. C. Landscape Contractor shall be responsible for any and all damage and/or vandalism to planting which may occur during the maintenance period or the course of work (regardless of fault). Make all repairs and provide all replacement materials and labor to the satisfaction of the Owner. PART 2 - MATERIALS 2.01 PLANT MATERIAL A. Plants shall be grown in nurseries inspected by the State Department of Agriculture. Plants shall be grown in accordance with good horticultural practices under climatic conditions similar to those of the project. B. Plants shall be fresh, well -established, vigorous, of normal habit of growth, free of disease, insects, insect eggs and larvae. Plants shall be healthy, with a normal root system, well filling their containers, but not to the point of being rootbound. C. The height and spread of all plant material shall be measured with branches in their normal position when plant is installed. Multi-trunked trees, as noted on the drawings, shall mean trees with three or more trunks and all trunks shall be equal in caliper. All multi-trunked trees shall be true multis. Made up multis where 3 seperate plants are grown together are not acceptable. D. Pruning shall not be done prior to inspection. E. The size of plants shall conform to the plan or the plant list. Oversized plants may be used at no additional cost to the Owner. Plants shall be well rooted in their containers. Rootbound plants and plants with poorly formed root systems, as a result of a recent shift container size, will not be accepted. 2.02 TOPSOIL (IF REQUIRED FOR IMPORT) A. Topsoil shall be fertile, friable, sandy loam free from weeds and seeds per USDA 7th approximation classification method. Acceptable soil from the site may be used. Should top soil be imported, an agricultural suitability test shall be conducted by an approved soils laboratory and results submitted to the Landscape Architect for approval prior to delivery to job site. B. Identify source location, percentages of silt, clay, sand, organic matter, pH, mineral and plant nutrient content of soil. Particle size shall fall within the following desired range: Clay and silt, 20% - 50%; fine sand, 30% - 40%; coarse sand, 5% - 20%; gravel, (maximum aggregate size %"), 0% - 8%; decomposed organic matter, 2% - 50%. All sandy loam must pass through a one inch sieve. The sand fraction shall have 85% falling within the medium to fine sand range. Soils unsuitable for planting shall be rejected. C. Provide soils analysis expressed in parts per million including the following: Organic content; nitrogen; phosphorous; potassium; magnesium; calcium; sodium; sulfur; zinc; manganese; copper; iron; boron; pH; ammonium; sodium absorption rate (SAR); ECe; and USDA particle size. D. Suitability of soil and chemical deficiencies will be determined by Landscape Architect (Landscape Architect may submit a list of what additives should be installed to correct these problems). Soils deemed unsuitable for planting shall be rejected. 2.03 SOIL AMENDMENT A. Pre -plant fertilizer shall consist of Gro-Power Plus 5-3-1 Humus Base Fertilizer & Soil Container. Retain all bags for inspection by Landscape Architect prior to disposal. B. Top -dress fertilizer shall consist of Gro-Power Premium Hi -Nitrogen 18-3-7 on turf areas; Gro-Power All Purpose 5-3-1 Fertilizer on flatted ground cover areas; Flower 'N' Bloom 3-12-12 Fertilizer on annual color areas. Retain all bags for inspection by Landscape Architect prior to disposal. C. Tree and shrub fertilizer shall consist of Best "Best-Paks" 20-10-5 fertilizer packets used with backfill of every plant as follows: 1. 4" pot - 1 packet; 2. 1 gallon - 1 packet; 3. 5 gallon - 3 packets; 4. 15 gallon - 9 packets; 5. Box plants - 1 packet per every 2" of box size. D. Organic amendment shall consist of nitrolized redwood sawdust. Submit sample and analysis to Landscape Architect for approval prior to delivery to site. 1. Nitrogen stabilized: 0.4 - 0.6% N (dry weight for redwood sawdust), 0.56 - 0.84% N (dry weight for fir or cedar), 0.8 - 1.2% N (dry weight for fir or pine). 2. Particle size: 95 - 100% passing 6.35mm standard sieve, 80 - 100% passing 2.33mm standard sieve. 3. Salinity: Saturation extract conductivity shall not exceed 3.5 millimhos/centimeter at 25 degrees centigrade. E. Gypsum shall be powdered calcium sulfate (CLAY SOILS ONLY). 2.04 MIXES A. Backfill mix for each plant shall consist of 6 parts native soil (or approved imported soil), 4 parts nitrolized organic amendment, Gro-Power Plus 5-3-1 fertilizer (18 lbs./c.y. fill), Agricultural Gypsum (15 lbs./c.y. fill), and "Best-Paks" fertilizer packets as noted. B. Lightweight raised planter mix shall consist of 30% sandy loam, 30% forest humus, 20% nitrolized redwood, and 20% mushroom compost. C. Palm backfill mix shall be 80% coarse plaster sand, 20% native soil, and fertilizer tabs (2 per 4 ft. clear trunk height or see section 2.03 C for container sizes). 2.05 MULCH A. Planter Basin/Shrub Area Mulch: "Gorilla hair" bark mulch, free of sticks, dirt, dust, or other debris (KEEP 2" MINIMUM FROM BARK OF PLANT). 2.06 HERBICIDE A. Post -emergence (existing weeds): "Roundup" or equal/approved. B. Pre -emergence (non turf areas only): "Ronstar" or equal. C. Post -emergence (turf areas): "Ortho Weed-B-Gon" or equal/approved. 2.07 DEEP ROOT PLANTERS A. All trees planted within 71/z feet of paving or curbing, or in tree wells, shall have deep root planters. B. Deep root planters shall be Deep Root Corporation or equivalent (high -density polyethylene). Install per manufacturer's instructions. PART 3 - EXECUTION 3.01 SOIL PREPARATION A. Remove from all planted areas rocks over 1 inch diameter, sticks and other debris, weeds, and foreign growth of any kind. B. In the event actively growing common bermuda grass or bermuda stolens are encountered, an "irrigation - germination - weed eradication" program shall be performed until all non -specified plant material has been removed. Upon acceptance of irrigation system by the Landscape Architect, Contractor shall apply sufficient amounts of irrigation water to initiate germination of any and/or all non -specified seeds. The "irrigation - germination weed eradication" program shall be performed a minimum of two (2) times or until all non -specified plant material has been removed. C. Contractor shall chemically eradicate all germinated weed seeds. (See Section 2.06 Herbicide A. Post -emergence.) D. To all flatted ground cover, annual color, and turf areas apply the following per 1000 s.f. and till into the top 6" of soil: 1. 200 lbs. Gro-Power Plus 5-3-1 Fertilizer; 2. 3 cubic yards of organic amendment; 3. 200 lbs. Gypsum (clay soil only). 3.02 FINISH (FINE) GRADING A. No plant materials shall be installed until all operations in conjunction with the installation of the irrigation system have been completed, finish grades have been established and planting areas have been properly prepared and graded. B. Finish grading operations shall include establishment and/or re-establishment of all surface drainage patterns, as indicated on the grading and drainage plans. All areas shall have a uniform gradient, with no abrupt changes and/or undulations. All low -spots shall be filled to establish positive drainage to appropriate drainage facilities. C. Finish grade includes, but is not limited to, the removal of all foreign material of any kind, 1" and larger, within the top 6" of the soil surface. D. Establish finish grade for hydroseeded turf areas 1" below header board, mow strips, and adjacent pavement areas (1%" for sodded areas). E. Establish finish grade for planting areas 2" below header board, mow strips and adjacent pavement in areas to receive minimum 2" layer of mulch. F. Establish finish grade for planting areas 1" below header board, mow strips, and adjacent pavement in annual color and flatted ground cover areas to receive minimum 1" layer of mulch. G. All areas shall be compacted with a water -filled roller to provide a smooth finish surface. Final compaction shall range between 85% for level areas, and up to 90% for 2:1 slopes. H. All finish grades shall be completed and accepted by the Landscape Architect prior to any planting, sodding and/or hydroseeding operations. 3.03 PLANTING - TREES AND SHRUBS A. Trees and shrubs shall be set in the field in locations shown on the drawings. All planting locations shall be approved or adjusted as necessary by the Landscape Architect before planting holes are excavated. B. Tree and shrub planting shall comply with details on the plan. C. Excavate pits ofcircular outline with vertical sides for all plants. Scarify sides and bottoms of all plant pits. D. After removing plant from container, make several 1" deep vertical cuts along the root ball to scarify it to prevent root bound conditions. Protect roots or balls of plants at all times from sun and drying winds. E. Use backfill mix to backfill plant pits (thoroughly mix prior to use). Set plants plumb and brace rigidly in position until planting soil has been tamped solidly around the ball and roots. When plant pits have been backfilled approximately 2/3 full, water thoroughly, saturating rootball, before installing remainder of the planting soil to top of pit, eliminating all air pockets. F. Place "Best-Paks" fertilizer packets evenly distributed in plant pits when backfilled 2/3 according to the schedule specified. G. Stake plants in accordance with the details on the plans. Stakes shall not interfere with the root ball area. Stake immediately after planting. Plants shall be plumb after staking. H. If directed by the Landscape Architect, the Contractor shall prune plants in accordance with standard horticultural practice. Cuts over %" in diameter shall be painted with approved tree paint. 1. Form water wells around tree and shrub pits according to details on plans (NOTE: Do not form basins in turf areas). J. Mulch all water wells with a 2" layer of specified mulch. 3.04 PLANTING - FLATTED GROUND COVER AND ANNUAL COLOR A. All ground cover shall be well rooted and shall be evenly spaced distances as indicated on the drawings and shall be staggered in rows. B. Dig good sized pockets for planting so that the root system lies free without doubling and so that roots are planted vertically, not horizontally. 3.05 WEED CONTROL A. Keep all planting areas, including areas to receive hydroseeding, free from weeds at all times. Contractor shall be responsible for weed control throughout the installation period and prior to the pre -maintenance acceptance. B. After planting is completed, a pre -emergence herbicide shall be applied to all shrub, annual color, and ground -cover areas. Water to a depth of Do not apply to seeded areas or areas to receive sod. 3,06 CLEAN-UP A. Keep all areas of work clean, neat and orderly at all times. Keep all paved areas clean during planting and maintenance operations. Clean up and remove all deleterious materials and debris from the entire work area prior to final acceptance to the satisfaction of the Landscape Architect. 3.07 PRE -MAINTENANCE ACCE PTANCE A. Work under this section will be accepted by the Landscape Architect upon satisfactory completion of all work. Upon pre -maintenance acceptance, the Landscape Architect will give written notification to commence 90 day maintenance period. 3.08 MAINTENANCE A. After all work indicated on the drawings and specifications has been completed, inspected and approved by the Landscape Architect, the maintenance period shall begin. The Contractor shall maintain all planted areas by means of continuous watering, weeding, mowing, re -seeding, cultivation, spraying, mulching, pruning, edging and/or any other operation necessary for their care and upkeep for the period of ninety (90) calendar days. B. All areas shall be kept weed free during the maintenance period. Ground cover, annual color, and shrub areas shall be cultivated regularly to maintain a loose, attractive soil. C. The Contractor shall immediately replace any and all plant materials, which, for any reason, die or are damaged while under his care. Replacement plants shall be of the same quality as the original specified plants. D. Damage to planting areas shall be repaired immediately. Any settling of the soil shall be repaired, design grades re-established and areas replanted. Depressions caused by foot traffic will be filled with soil and leveled. E. Top -dress fertilizer shall be applied at 8 pounds per 1000 s.f. to all lawn and flatted ground cover areas; 2 pounds per 100 s.f. of annual color areas, at 30 and 45 days after the maintenance period is started (provide invoices and delivery tickets). (NOTE: Wash all fertilizer material from leaves of annual color.) F. To all shrub, annual color and ground cover areas apply a pre -emergence spray or granular application at the start and end of the maintenance period. G. At completion of the maintenance period, all areas included in this contract shall be clean and free of debris and weeds, all plant materials shall be live, healthy, and free of infestation. H. Turf areas shall be mowed at least once during maintenance period. No grass or weed growth shall be allowed to exceed 3" in height and shall be cut back each time to W in height. Spot cutting shall also be done so that no part exceeds 3" in height at any time. I. To all lawn areas apply a broad -leaf herbicide after three mowings. If weeds reappear, a second application shall be required prior to the end of the maintenance period. 3.09 FINAL ACCEPTANCE A. Work under this section will be accepted by the Landscape Architect upon satisfactory completion of all work (including maintenance). Upon final acceptance, and written notification, the Owner will assume responsibility for maintenance of the work. END OF SECTION HYDROSEEDING - EROSION CONTROL (Non -irrigated) SECTION 02940 PART 1- GENERAL 1.01 DESCRIPTION A. Work included: 1. All labor, materials, tools and the transportation and the performance of all the work required as indicated on the drawings and specifications, and reasonably incidental to: a. Furnish all plant material; b. Preparation and seeding of hydroseeded areas; c. Clean up; d. Establishment period; e. Guarantee. B. Requirements 1. Obstructions to landscaping operations: If rock, plaster, concrete debris, electrical cables, conduits, or utility lines are encountered and cause conflict with landscaping operations, notify the Landscape Architect immediately. 2. Guarantees: The Contractor shall repair or replace any or all of the work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material for the period of 120 days for all hydroseeded areas from the end of the maintenance period. PART 2- PRODUCTS 2.01 HYDROSEED MIX - DETENTION BASIN MIXTURE A. All hydroseed mixes shall consist of the following (in lbs./acre): 2000 lbs. - Wood Fiber Mulch (green in color) 900 lbs. - Gro-Power Humus Base Fertilizer 5-3-1 400 lbs. - Gro-Power Controlled Release Fertilizer 12-8-8 100 lbs. - R2400-400CL Tockifier Seed Mix 'B' (non -irrigated in lbs./acre): Minimum P.L.S.* 1 lbs. - Scirpus californicus 60% 8 lbs. - Leymus triticoides 75% 2 lbs. - Juncus balticus 1 lbs. - Eleocharis macrostachya 60% 2 lbs. - Juncus acutus 75% 20 lbs. Regreen TM ** *P.L.S. = Pure Live Seed B. Deliver total seed requirements in unmixed, unopened bags to the site prior to seeding, with the producer's certificates attached showing purity/germination rates and weed content. C. Supply Landscape Architect with seed test reports from a certified testing laboratory showing purity/germination rates and weed content 30 days prior to seeding. D. All seed certificates are to be detached by the Landscape Architect and retained for permanent records. Landscape Architect may take samples of all specified seed for testing purposes, if testing is deemed necessary at a future date. E. Seed mix shall contain no noxious weed species. Seed will be rejected if it is found to be wet, moldy, or damaged, or if weed content exceeds 0.5% by weight. PART 3- EXECUTION 3.01 COMBINATION OF MATERIALS A. Mixing shall be performed in a tank, with a continuous agitation system of sufficient operating capacity to produce a homogeneous slurry of fiber, seed, fertilizer, humectant, tackifier and water in the designated unit proportion. B. With the agitation system operation at part speed, water shall be added to the tank. The seed shall be added first; then fertilizer shall be added. and then the fiber. C. If a centrifugal pump and recirculation is employed, fiber is added before seed. D. The fiber shall not be added until the tank is at least one-third filled with water. E. The mixture shall be agitated at full speed when the tank is half-filled with water. F. All fiber shall be added by the time the tank is two-thirds to three -fourths full. G. Maximum permissible time of mix of fertilizer and seed shall be one hour in order to prevent deterioration of seed. 3.02 HYDROSEEDED AREAS A. The areas to be hydroseeded are as shown on the drawings. B. Soil surface in the areas to be hydroseeded shall be loose, friable and roughened to a depth of 2" so that seed will remain in place prior to seeding. C. Seed mix shall be uniformly seeded at rates specified in Section 2.00-2.01 and/or plan. 3.03 WEED CONTROL A. Subsequent to seed germination (and throughout the maintenance period) Contractor shall mechanically and/or chemically eradicate all weeds as soon as they can be identified. B. Remove all weeds from site before they set seed. 3.04 GUARANTEE A. All seeded areas shall be 100% established by the end of the maintenance period. Final acceptance will be postponed (maintenance period will be extended) until 100% establishment is achieved or approved by Owner. END OF SECTION JUL 0 8 0t11no BUILDING DIVISION CITY OF: SAN LUIS OBISPO STUDIO) DESIGN GROUP M 641 HigUera Street; Suite 303 San LLlis Obispo, CA 93AOI 805-541-3043 sdg@sdgarchitects.com These drawings are insinuments of service and are the property of STUDIO DESIGN GPODU ARCInTECTS nNC: All desigrls and oLlrer information on the drawings are for use on the specified project and shall not be us d without the expressed written consent of S WD10 DESIGN GPOUP'..... APCNITECTS,INC. 0 A 5 1 5 LANDSCAPE ARCHITECTURE AND PLANNING Job Numbers 08-0161 Dr. By: -sow Date:.•... .. ,1/23/09 3/25/09 ///�A \ /A 6115109 A Planting Specifications Sheet Number Sheet Number L=4, In LANDSCAPE IRRIGATION - SECTION 02810 PART 1 - GENERAL 1.01 SCOPE A. Includes furnishing all labor, materials, tools and equipment required to provide and install the irrigation system specified herein and required to complete the work per the plans. B. Related work: 1. Section 02910 - Landscape Planting; 2. Section 02930 - Hydroseeding. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with all local and state codes, ordinances, safety orders, and regulations of all legally constituted authorities having jurisdiction over this work B. Obtain and pay for all necessary permits and all inspections required by authorities stated above. C. Notdy the Landscape Architect in the event any equipment or methods indicated on the drawings or in the specifications conflict with local codes, prior to installation. In the event this notification is not performed, the Contractor must assume full responsibility for revisions necessary. 1.03 PROTECTION A. Contractor shall check for located existing structures, electric cables or conduits, utility lines and other existing features or conditions above or below ground level that might be damaged as a result of his operation. Questions or conflicts arising out of such examination prior to or during operation shall be immediately directed to the attention of the Landscape Architect for necessary action or decisions before resuming operations. Contractor shall be responsible for repair or replacement, at no cost to Owner, for features or conditions damaged through failure to comply with above procedures. i fflj��gtl/,llll�l�`. A Record Drawings 1. The Contractor shall maintain a complete and accurate set of record drawings. These drawings must be kept up-to-date with the progress of the work. The Owner shall furnish a set of drawings on which to record changed conditions. 2. The Contractor shall indicate clearly and correctly work installed differently from that shown on the contract drawings. By dimensioning from two permanent points of reference (building corners, sidewalks or road intersections), show connection to existing water fines, connection to existing electrical power, gate valves, pressure supply pipe, control valves, control wiring, automatic controller, quick coupler valves, sleeve locations, and other related equipment as directed by the Owners representative. 3. Mark record sets with red erasable pencil. 4. Submit 14 days prior to final inspection, one set of marked -up Contract drawings. 5. After approval, the Contractor shall obtain one (1) set of transparencies of the contract drawings from the Landscape Architect, and all changes as noted on the redlined set shall be drawn on the transparencies with waterproof ink. The transparencies shall be signed by the Contractor as complete and accurate records of work as built. This set of transparencies shall be delivered to the Landscape Architect for final approval, after which the Contractor shall make copies for the Owner, Landscape Architect, and other appficable parties. C. Manufacturers Catalogs 1. Submit for approval, manufacturers catalogs on all material to be used on the project (5 sets minimum). These catalogs are to be submitted 30 days prior to the start of any work. 2. For any submittals which necessitates additional research on the part of the Landscape Architect, to prove the product is acceptable, the Contractor will be charged on an hourly basis for this additional work. 3. Equipment or materials furnished or installed without prior approval of the Owners representative may be rejected and the Contractor required to remove and replace such materials from the site at no cost to the Owner. 1.05 DRAWINGS A For purposes of legibility, sprinkler fines are essentially diagrammatic. Although size and location of irrigation equipment are drawn to scale wherever possible, the Contractor shall make use of all data in all of the contract documents and verify this information at construction site. B. Interpretations: Drawings and specifications are intended to be fully cooperative and to agree. However, if the Contractor observes that the drawings and specifications are in conflict, he shall promptly notify the Landscape Architect in writing (prior to bidding and/or construction). The specification calling for any higher quality material or workmanship shall prevail. Questions regarding interpretation of drawings and specifications shall be clarified by the Landscape Architect. 1.06 PERFORMANCE REQUIREMENTS A Unless otherwise provided, irrigation system layout shown on the plan shall be considered schematic. With the Landscape Architect's approval, the Contractor may make adjustments where necessary to conform to actual field conditions. The irrigation system shall be operational, with uniform and adequate coverage of areas to be irrigated, prior to planting. 1. UblRy connections shall be as shown on the plan or designated by the utility company. The Contractor shall include in his bid all costs for such utility connections shown on the plans or designated by the utility company. B. Water Supply 1. The sources of water supply shall be as indicated on the drawings as P.O.C., 'Point of Connection C. Contractor Responsibility The Contractor shall ensure full coverage of the irrigation system and shall make all approved modifications necessary to accomplish full coverage. 1. Contractor shall not willfully install the plumbing or sprinkler system as indkated on the drawings when it is obvious in the field that there are obstructions, grade difference and/or discrepancies in area dimensions until such conditions are brought to the allenUon of the Landscape Architect 1.07 PRE -CONSTRUCTION CONFERENCE A The Contractor shall schedule with the Landscape Architect and Owners Representative a pre -construction conference at least seven (7) days before beginning work under this section. Purpose of this conference will be: 1. Review Contractors questions regarding this project. 2. Review administrative and inspection procedures that will occur during construction. 3. Review Contractors work schedule for this project. 4. Verification of Contractors C-27 License, Bonding and Insurance. PART 2 - PRODUCTS 2.01 GENERAL A All irrigation equipment: shall be new and unused prior to installation; and shall conform to the Irrigation Plan, Legend and Specifications. B. Irrigation equipment which has been damaged in any way shall be replaced by the Contractor at no additional cost to the Owner. If equipment has already been installed, it shall be removed and replaced by the Contractor at no additional cost to Owner. 2.02 PLASTIC PIPE AND FITTINGS A Plastic Pipe Shall be rigid, high impact, Type I, unplasticaed poly vinyl chloride extruded from virgin parent material Geon 8700A or Geon 8714. Contractor shall fumish for each shipment delivered, a statement from the manufacturer certifying use of virgin material only. The pipe shall be homogeneous throughout and free from visible cracks, holes, foreign materials, blisters, deleterious wrinkles or dents and shall conform to the following dimensions and physical properties: 1. All plastic pipe shall be continuously and permanently marked with the manufacturers name, kind of pipe, material size, IPS NFS approval, schedule and type, and date of extrusion. 2. Plastic pipe shall be as manufactured by Lasco, Celanese, Pacific Western, John Manville, Brown6ne, Inc. or approved equal. B. Hain Line 1. Piping on the pressure side of irrigation control valves to be PVC1120-1220, Schedule 40 and shall conform to ASTM D1785-73. C. Lateral lines 1. Piping under intermittent pressure shall be PVC 1220, SDR21 or Class 200, 200 p.s.i. D. Drip Line Tubing under 30 lbs. pressure shall be'IRIS Dura-pole non -cross link low -density polyethylene hose, 16 mm (5/8 I.D., or larger if specified). E. Fittings and Connections 1. Plastic PVC fittings shall be standard weight Schedule 40 to meet ASTM D2466-73 and D2467-73. 2. All threaded nipples shall be standard weight Schedule 80 with molded threads. All threaded nipples exposed above grade shall be grey in color. 3. Polyethylene drip system connection shall be RIS 5/8' insert or compression type fittings. 2.03 GALVANIZED PIPE AND FITTINGS A Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. B. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be a merchant coupling. 2.04 WATER METERS A Shall be installed by others at Owners expense. 2.05 BACKFLOW PREVENTION A The backflow prevention device shall be as designated on the drawings or as approved by local governing body. The device shall be equiped with ball valve shutoffs and test cocks. B. Insulated Cover. Cover shall have waterproof canvas exterior with gromet(s) for padlock(s). Available from Worldwide Canvas Products, (800) 333-6721. 2.06 SLEEVE MATERIAL A For water lines: PVC Schedule 40 (minimum 2 times line diameter). C. For drip tubing: PVC Schedule 40 (minimum 2 times line diameter). 2.07 AUTOMATIC CONTROLLER A Automatic controller shall be of the sae and type shown on the plans. 1. Unless otherwise noted on the plans, the 120 volt electrical power to the automatic controller location to be furnished by others. The final hookup shall be the responsibility of the Contractor. Plastic pipe used as conduit for 120v. electrical wire shall be grey PVC Sch.80 manufactured in accordance with NEMA, UL and WC specifications. 2. The final hookup of any/all low -voltage control wires installed shall be the responsibility of the Landscape Contractor. 2.08 ELECTRIC CONTROL VALVES A All electric control valves shall be as noted on plans and installed per details and manufacturers specifications. Locate all valves in shrub areas unless otherwise noted. 2.09 BALL VALVES A Ball valves shall be as indicated on the drawings and installed per the details and manufacturers recommendations. 2.10 VALVE BOXES (box extensions required - see details) A Quick Coupler Valves: Applied Engineering No. 91OL-1G2G (10' round). Locate 12' max. from walks/ rallel walks, 2' above grade in shrub areas (top of box flush with top of bark Use 10' diameter PVC pipe for extension. B. Control valves (<1-1/2' and Ball valves: Applied Engineering No. 1320-110 (13701 with 1320-XG extension. Locate 12' max. from walks/parallel walks, 2' above grade in shrub areas (top of box flush with top of bark). Install 1' above grade in shrub areas without bark mulch. Install Ji' above grade in turf areas (only where specified). Provide and install pock bolt at the end of the maintenance period. C. Cloth screen for rodent protection shall be 9 gouge galvanized, placed at base of box extension (above soil and below gravel). 2.11 DRIP EMITTERS A Drip Emitters: As specified on drawings or in the irrigation legend. 2.12 PRESSURE REGULATION A. Pressure regulator shall be as designated on the drawings with output psi as specified, 2.13 DRIP FILTER A Drip filter shall be as designated on the drawings with 150-155 mesh screen. 2.14 SWING CHECK VALVES A. Swing check valves shall be made of high -impact Sch.40 PVC Type II with reinforced poppet. Install per manufacturers recommendations. 2.15 SPRING CHECK VALVES A. Mainline and lateral line spring check valves shall be made of high -impact Sch.40 PVC Type II with reinforced poppet (1/4 lb. spring). 2.16 SOLVENT CEMENT A. Solvent cement used for bonding rigid PVC pipe and fittings up to 12' size shall be Weld -On 1711 as manufactured by IPS Corporation or an approved equal. Primer for Weld -On 1711 shall be Weld -On P-70 as manufactured by IPS Corporation or an approved equal 2.17 MATERIALS TO BE FURNISHED A Prior to final inspection furnish the following materials to the Owner. 1. Two keys for each automatic controller, 2. Two sets of special tools required for removing, disassembling, and/or adjusting each type of sprinkler and valve supplied on the project; 3. As -built transparencies; 4. Controller operating manual and colored sectioning chart. PART 3 - EXECUTION 3.01 SITE CONDITIONS A Before starting work on the irrigation system, carefully check all dimensions and grades to determine that work may solely proceed, keeping within the specified material depths. B. Do not willfully install the irrigation system as indicated on the drawings when it is obvious in the field that unknown obstructions or grade differences exist, that might not have been considered in the engineering. Such obstructions or differences shall be immediately brought to the attention of the Landscape Architect. C. The installation of all irrigation materials, including pipe shall be coordinated with the landscape drawings to avoid interfering with the trees, shrubs, or other plantings. D. layout irrigation heads and make minor adjustments required due to differences between site and drawings. Any such deviations in layout shall be within the intent of the original drawings, and without additional cost to the Owner. When directed by the Landscape Architect, the layout shall be approved before installation. 3.02 PIPE INSTALLATION A Trenching 1. Dig trenches straight and support pipe continuously on bottom of ditch. Shade pipe in trench to an even grade. Trenching excavation shall follow layout indicated on drawings and as noted. Where lines occur under paved areas, these dimensions shall be considered below subgrode. 2. Provide minimum cover of 12 inches for all pressure supply fines 2-1/2 inches and smaller, and le for all pressure supply lines 3 inches and larger. 3. Provide minimum cover of 12 inches for all other non -pressure lines. 4. All lines under driveway and roadway pavement shall have a 24 inch minimum cover. B. Backfilling 1. Backfill shall not be placed until the installed sprinkler irrigation system has been inspected, tested, and approved by the Landscape Architect. Trenches shall be backfilled promptly after the open trench inspection. 2. Backfill for trenching consisting of earth, loam, sandy clay, or other approved materials shall be compacted to a dry density equal to the adjacent undisturbed soil, and shall conform to the adjacent grades without dips, sunken areas, humps or other irregularities. Initial backfill on all fines (bottom 61 shall be of a fine granular material with no foreign matter larger than 1/2 inch size. 3. Irrigation lines under paving shall be backfilled with a 3' sand layer below the pipe and a 3' layer above, compacted in layers to 95% relative density, using mechanical tamping devices only. The remaining backfill shall be per Section 02200 and the Geotechnical Engineers recommendations. Compact trenches equal to the compaction of the existing adjacent undisturbed soil and leave in a firm unolding condition. Leave trenches flush with the adjoining grade. C. Water Supply 1. Connections to existing outlets shall be at the approximate location (s) shown on the drawings and indicated by P.O.C. 'Point of Connection'. D. Pipe Fittings and Controls 1. Plastic to Plastic Fittings a. All plastic threaded pipe and fittings shall be assembled using Teflon tape or equivalent, applied to the male threads only. b. All plastic slip fittings shall be solvent welded as per pipe manufacturers recommendations. Thoroughly clean PVC pipe and fittings of dirt, dust, and moisture prior to gluing. c. Slip -fix and/or compression fittings shall not be used to repair line breaks. 2. Plastic to Steel Fittings a. Male thread plastic into female thread steel shall be used. b. Work the steel connection first. A non -hardening pipe dope shall be used on threaded plastic -to -metal joints. 3. Galvanized Steep Pipe and Fittings a. Galvanized pipe threads shall be cut with clean, sharp dies conforming to ASA Specification B-2. b. Threaded joints shall be made up with the best quality pure joint compound or lead paste (on the male threads only) throughout the system. c. Any leaky joints shall be remade with new material. Use of thread cement or caulking to make joints tight will not be permitted. E. Line Clearance 1. All lines shall have a minimum clearance of 3 inches from each other, and 12 inches from fines of other trades. Parallel lines shall not be installed directly over one another. G. Thrust Blocks 1. All lines larger than 1-1/2' shall receive concrete thrust blocks at all corners, tees, elbows, and end caps. Use a minimum of 1/2 c.f. of concrete per diameter inch of pipe (i.e. 2' pipe = 1 c.f. concrete). Do not encase pipe or fittings! H. Sleeving 1. Al lines under paving (concrete and asphalt) shall be sleeved. Sleeves shall be installed in straight runs from planter to planter. I. Flushing the System 1. After new irrigation pipe lines and risers are in place and connected, all necessary division work hos been completed, and prior to installation of drip emitters, the control valves shall be opened and a full head of water used to flush out the system. 3.03 DRIP TUBING A Drip tubing shall be installed parallel with elevation contours on sbpes where applicable. Install in long, straight runs, continuing over dips and humps, and other minor changes in elevation. B. Tubing shall be staked 36' on center with 10' long jute staples. C. Maximum gallonage flow (gpm) through polyethylene tubing shall be as follows: 5/9' = 4 gpm. Systems shown on the irrigation plans which specify gollony greater than 4 gpm shall be modified to use larger diameter tubing or manifokled so that each 5/8 lateral does not exceed 4 gpm flow. 3.04 ELECTRIC CONTROL. VALVES A Install as indicated on the drawings. B. Attach identification tags to each remote control valve, indicating number that corresponds with controller station number. 3.05 DRIP EMITTERS A Use hole punch or power drive for emitter holes in polyethylene drip tubing. Prevent penetrating both walls of pipe. Insert barb firmly in pipe until barb completely penetrates one wall of tubing. 3.06 ADJUSTING OF SYSTEM A Adjust the control vote to obtain the design rated pressure for the sprinklers installed. B. If it is determined that adjustments in the irrigation equipment or nozzle changes will provide proper and more adequate coverage, make necessary changes without additional cost to Owner, prior to planting. C. The entire system shall be operating properly before any planting operations commence. 3.07 EXISTING TREES A Where it is necessary to excavate adjacent to existing trees, use all care possible to avoid injury to trees and tree roots. Where root diameter exceeds 2 inches, excavate by hand. Tunnel under roots 2 inches and larger in diameter (wrap root with wet burlap to prevent excessive drying while the trench is open). Where a ditching machine is ran close to trees having roots smaller than 2 inches in diameter, hand -trim the wall of the trench adjacent to the tree, making clean cuts through. Paint roots 1 inch and larger in diameter with 2 coats of Tree Seal, or equal. Close trenches adjacent to tree within 14 hours; and where that is not possible, shade the side of the trench adjacent to the tree with burlap or canvas. 3.08 INSPECTION AND TESTING A General 1. In no event cover up any work prior to approval of the Landscape Architect. Any work covered prior to inspection shall be opened to view by the Contractor at his expense. Re-examination of questionable work may be ordered by Landscape Architect, and 9 so ordered, any work must be uncovered by Contractor. If the work is not in accordance with the drawings and specifications, Contractor shall pay the costs of re-examination and replacement. 2. When observations have been conducted by other than the Landscape Architect, submit documentation showing when and by whom these observations were made. 3. No site inspections shall occur without updated record drawings. 4. In the event the Contractor has scheduled an inspection, and the specified work is not completed or deficient, the Contractor shall pay all costs involved for re-examination. B. Pressure Testing - All mainlines; (and lateral lines under paving) As soon as lines are connected and flushed -out (and prior to attaching valves), cap all outlets and hydrostatically test at 125 psi for a continuous twenty-four (24) hour period, at the end of which the lines and joints shall be inspected by the Landscape Architect (locate pressure gauge at the center of mainline system and shut off water point of connection). The Contractor shall furnish all pumping and test equipment If leaks develop, the pipe and/or joints shall be replaced and the tests repeated until all leaks are repaired (allowable 5 psi drop in 24 hour period. Pressure must stabilize at max. 5 psi drop). C. Operation Testing Prior to planting, the entire irrigation system shall be placed in automatic operation and tested in the presence of the Landscape Architect for proper functioning and coverage. If R is determined that adjustments in the irrigation equipment or nozzle changes will provide proper and more adequate coverage, make necessary changes without additional cost to Owner, prior to planting. 3.09 CLEAN UP AND REPAIR A Upon completion of the work, make the surface level, remove excess materials, rubbish debris, and remove construction and installation equipment from the premises. B. Replace and/or repair to the satisfaction of Landscape Architect existing paving disturbed during the course of work. New paving shall be the same type, texture, finish and be equal in every way to the material removed. 3.10 PRE-MAIKU NCE ACCEPTANCE A Work under this section will be accepted by the Landscape Architect upon satisfactory completion of all work. Upon pre -maintenance acceptance, the Landscape Architect will give written notification to commence 90 day maintenance period. 3.11 MAINTENANCE A The entire irrigationsystem shall be maintained for a period of 90 days following the date of pre -maintenance acceptance of the work. System shall be in good working order at the end of the maintenance period. B. Landscape Contractor shall be responsible for any and all damage and/or vandalism to the irri on system which may occur during the maintenance period or the course of work (regardless of faulttrMake all repairs and provide all replacement materials and labor to the satisfaction of the Owner. 3.12 FINAL ACCEPTANCE A. Work under this section will be accepted by the Landscape Architect upon satisfactory completion of all work (including maintenance). Upon final acceptance and written notification, the Owner will assume responsibility for maintenance of the work. 3.13 GUARANTEE A. The entire irrigation system shall be guaranteed by the Contractor as to materials and workmanship, including settling of backfilled areas on of the Owner. B. A guarantee form shall be retyped onto the Contractors letterhead and contain the following information: 'GUARANTEE FOR THE IRRIGATION SYSTEM* We hereby guarantee that the imgand installed is freenation system we have furnished and clear from defects In materials and workmanship, and the work has been completed to repair and or replace in accordance with the Drawings and Specifications. We agree pa / p all defects in material or workmanship which may develop during the period of one-year of acceptance and also to repair and/or replace all damages resultiA from the repair of such defects at no additional cost to the Owner, after receipt of wen notice. In the event of our failure to make repairs or replacements within a reasonable amount of time after receipt of written notice, we auborize the Owner to proceed to have said repairs and/or repkcements made at our expense, and we will pay the costs and charges therefore upon demand. Project: Location: Contractor/Company: License Number. Address: Office Phone: Cell Phone: FAX: E- mail: Date of Final: Acceptance: Signed: END OF SECTION 3ut 0 8 W, f LIli_ Jt4(a I)NISION or At4 LtltS 013t 1 niroin v ARCHITECTS, INC 641 Higuera Street, Suite)303' San Luis Obispo, CA 93s 01 805-54-3848 srig(c�sclgarchitects.catn' ' 1 These drawings are instruments of, service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. Alljesigns, and other information on the dra%tiings are for use onthe sp vcified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP' " ARCHITECTS, INC. r O ' 0 y k •� J wr �, E. �-5 " - 1 a, O M O A 5 1 5 LANDSCAP!t ARCHITECTURC AND PLANNING Job I`lurnber: 08-0161 Or, By: BEB Date: 1/23/09 ^l 3/25/09 � \ 6/YS/09 A 3 A i Sheet Contents - Irrigation Specifications Sheet riunnoer Handicapped Parking Notes: 1. EXISTING FIRE HYDRANTTO REMAIN. 1 22 NEW CHAIN LINK FENCE A5 SHOWN AND AS NOTED BELOW. 3. A LEVEL LANDING SHALL BE PROVIDED PROJECTING 48' FROM THE FACE OF 42. HANDICAPPED PARKING SPACES SHALL CONFORM TO UBC SECTION 11298. AND TO 2. EXISTING PARKING LOT LIGHT TO BE REMOVED PER ELECTRICAL DEMOLITIONS PLAN. a. AT THE SOUTH WE6TCORNER OF THE EXISTING BUILDING INSTALL A 1O' CHAIN 1 THE FOLLOWING MINIMUM CONDITIONS: SEE 517E PLAN AND 517E PLAN DETAILS THE BUILDING AND 54" PARALLELTOTHE BUILDING, CENTERED ON THE DOOR FOR ADDITIONAL INFORMATION. 3. EXISTING DRIVEWAYTO BE REPLACED PER CIVIL PLANS. LINK FENCE BETWEEN THE EXISTING 13UILDINO AND THE EXISTING FENCE ON HARDWARE, WITH A GR055 SLOPE NOTTO EXCEED 2%SLOPE IN ANY 4. EXISTING WATER METER TO REMAIN. THE PROPERTY LINE AND ALONG THE PROPERTY LINETO BUILDING E. DIRECTION. A. EACH SPACE SHALL BE MINIMUM 9' WIDE BY Y LONG. THE SURFACE CR055 b. AT THE SOUTHWEST CORNER OF THE PROJECTINSTALL AIO' CHAIN LINK 4. THE FORCE TO OPEN AND CL05ETHE UPWARD ACTING DOOR SHALL NOT MARKINSLOPE G SHALLALL E V'EXCEEDIN "HAN "HANDIE IN CAPPED Y DIRECTION, BOARDER 1 5. NEW ACCESSIBLE ACCESS TOTHE PUBLIC WAY. MINIMUM WIDTH 4'-0". MAXIMUM FENCE BETWEEN BUILDINGS E AND F AS SHOWN. FENCE WILL BE ON THE TOP MARKING SHALL BE 3" WIDE IN "HANDICAPPED BLUE" PAINt. SLOPE 5HALL NOT EXCEED 5% AND THE MAXIMUM CROSS SLOPE SHALL NOT EXCEED EXCEED 5 POUNDS. OF THE RETENTION BASIN RETAINING WALL. SEE STRUCTURAL DRAWINGS FOR 5. THE DOOR HANDLE SHALL BE MOUNTED AT LEAST 15" MINIMUM AND 48° B. THE UNLOADING SPACE ADJACENTTO THE PARKING SPACE SHALL BE AS 201. WALKWAY ACR055 THE PARKING AREA SHALL BE OUTLINED WITH 4" LINES IN MORE INFORMATION. "ACCESSIBLE" BW E PAINT AND CR05F HATCHING AT A MAXIMUM 3'-O' OC. MAXIMU M ABOVE THE FINISHED GRADE AND SHALL BE OF A TYPE NOT N01ED ON THE 517E PLAN (5' WIDE OR 8' WIDE). THE SURFACE SLOPE SHALL c. AT THE NORTH WEST CORNER OF THE PROJECT INSTALL A 10' CHAIN LINK REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO NOT EXCEED 2% IN ANY DIRECTION. BOARDER MARKING SHALL BE W WIDE IN 6. EXISTING SIDEWALK. FENCE FROM BUILDING F TO ALONG THE CREEK EASEMENT LINE AND THEN OPERATE HANDICAPPED BLUE" PAINT. IN ADDITION, THE UNLOADING ZONE SHALL BE 7. EXISTING ACCESSIBLE GR055 WALK RAMP. ALONGTHE PROPERTY LINE AND GONNECTTO BUILDING A. 6. DOORS SHALL HAVE A PULL ROPE TO CLOSE THE DOORTHAT SHALL HANG TO CROSS HATCHED WITH 3" BLUE STRIPS AT N OC. 6. NEW FIRE SPRINKLER DOUBLE CHECK VALVE LOCATION PLACE VALVE AS FAR BACK 23. EXISTING WELL TO REMAIN. WITHIN 48" OF THE FINISHED GRADE. C. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES FROM THE SIDEWALK AS PRACTICAL AND AS ALLOWED BY CITY OF FLO. 24. EXISTING CANOPY COVERS TO BEREMOVED. SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED 7. THE ACCE55 TO THE ACCE55IDLE UNIT SHALL BE SLOPE D AT NOT MORE THE IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, 9. NEW ELECTRICAL TRANSFORMER LOCATION PER ELECTRICAL PLANS. PLACE A5 FAR 2r, SHORTTERM BICYCLE PARING FORTINO BICYCLES (1 REQUIRED). LONG TERM 833% (1" IN 12') WITH A MAXIMUM LIP AT THE TOP OF 1/ 4" PER DETAIL 52/ D-2. BACK FROM THE SIDEWALK AS PRACTICAL AND AS ALLOWED B( ) 2 REQUIRED). Y PG&E. STORAGE INSIDE THE BUILDING FOR FOUR SPACES DIMENSIONS THE AC PAVING AT THE EXTERIOR OF THEACCE55 SHALL BE FLUSH WITH THE CONSISTING ON DARK BLUE A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE E BACKGROUND. THE SIGN SHALL NOTBE SMALLER THAN 70 1 10. NEW 10' HIGH WROUGHT IRON FENCE TO RUN FROM THE BUILDINGTO THE ROLLING SHOWN ON THE PLAN. THERE 15 NO VERTICAL OBSTRUCTION. RACKS WILL BE BOTTOM OF THE SLOPE. SQUARE INCHES IN AREA AND, WHEN INA PATH OF TRAVEL, SHALL BE GATE. VERIFY ALIGNMENT OF FENCE AND ROLLING GATE. INSTALL A 3'-0" WIDE X 10 INVERTED U TYPE CON515TENT WITH 5TANDARD 7930 OR PEAK RACKS. SEE 38. ACCESSIBLE CURB RAMP. SEE CIVIL PLANS. POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE HIGH WALK GATE AS SHOWN, THE GATE SHALL MEET REQUIREMENTS FOR AN EXIT "PROJECT DATA" PAGE G-1 FOR BICYCLE PARKING REQUIRED. ALL BICYCLE PARKING 39. INSTALL 2A:10-B:C FIRE EXTINGUISHER AT 48" MINIMUM MOUNTING IN SURFACE SIGN TO THE PARKING SPACE FINISHED GRADE AND SHALL BE UNOB5CUREP DOOR AS NOTED ON PAGE A-6. SUBMIT FENCE DETAILS TO THE OWNER FOR COMPLIES WITH COMMUNITY GUIDELINES AND TRANSPORTATION PLAN. 1 MOUNTED CABINETS ON STEEL WALLS. BY A PARKED VEHICLE. SIGNS MAYALSO BE CENTERED ON THE WALL AT THE SELECTION INCLUDING THE FOLLOWING: 26. FIRE HYDRANT LOCATED 250x ON SIDEWALK. INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THEGATE SHALL HAVE PANIC HARDWARE. a. 40. A "KNOX BOX" OVERRIDE SWITCH SHALL E INSTALLED ON THE MAIN ENTRY GATE FOR THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. SPACES 27. FIRE HYDRANTLOCATED ACROSS HIGUERA 5T. AT THE CORNER OF GRANADA DR. EMERGENCY VEHICLE ACCESS TOTHE SITE. VERIFY LOCATION PER FIRE, b. MAXIMUM PRESSURE TO OPEN THE GATE SHALL BE 5 LB. COMPLYING WITH UBC SECTION11296.4.25HALL HAVE AN ADDITIONAL SIGN 26. EX15TING OVERHEAD POWER UNESTO REMAIN. DEPARTMENT. STATING "VAN-ACCE551BLE" MOUNTED BELOWTHE SYMBOL OF c. THE BOTTOM 10' OF THE GATE SHALL HAVE A SMOOTH SURFACE THAT 29. NEW PARKING LOT LIGHT LOCATION. SEE ELECTRICAL PLANS. THE FACE OF THE 41, A KNOX BOX WITH KEYS FORTHE BUILDING AND FOR THE NIGHTSECURITY GATE ACCESSIBILITY. THE WORDS "NO PARKING" SHALL BE PAINTED IN WHITE ALLOWS THE GATE TO BE PUSHED OPEN BY A WHEELCHAIR FOOTREST. POLE SHALL BE SET BACK 2'-6" MINIMUM FROM THE FACE OF CURB TO AVOID BEING SHALL BE INSTALLED PER FIRE DEPARTMENT REQUIREMENTS. LETTERS NO LESS THAN 12" HIGH ON THE UNLOADING SPACE SUCH THAT IT IS 1 CONSTRUCTION OF THE GATE SHALL BE SUCH THAT A TOOL CAN NOT BE HIT BY PARKING CARS. VISI13LETO TRAFFIC ENFORCEMENT OFFICIALS. INSERTED THROUGH THE FENCETO OPEN THE PANIC HARDWARE, 30. DETENTION BASIN, STAIR AND RETAINING WALL PER CIVIL PLANS. D. AN ADDITIONAL SIGN SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT e. SEE DOOR #30 ON DOOR SCHEDULE, PAGE A-6. 31. 3' WIDE CHAIN LINK FENCE GATE. SEE CIVIL PLANS FOR EXACT LOCATION AND EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY 11. NEW PARKING AREA PER CITY STANDARDS WITH 9'-0" WIDE X 18'-5" LONG STALLS ADDITIONAL INFORMATION. ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL AND 55N MIN. DOUBLE LOADED AISLE WIDTH. ALL PARKING STALLS HAVE 6" HIGH 32. TRAFFIC CONTROL ARM MOTOR. VERIFY LOCATION AND REQUIREMENTS WITH NOT BE LESS THAN 1T' X 22' IN SIZE WITH LETTERING NOT LESS THAN 1" IN CONTINUOUS CURB WHEEL STOPS OR AS SHOWN. MANUFACTURER HEIGHT, WHIG H CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: 12. AC PARKING LOT FOR MEATHEAD MOVER'S USE PER CIVIL PLANS. 33. KEY PAD PEDESTAL TO OPENTRAFFIC CONTROL ARM. "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCE55113LE SPACES NOT 1 15, NEW 8' HIGH WROUGHT IRON FENCE ALONG HIGUERA5T. SET 5' FROM FACE OF P15PLAYING DISTINGUISHING PLACARD5 OR LICENSE PLATES 15SUED FOR 34. 10' HIGH WROUGHTIRON FENCE WITH 10' HIGH ROLLING GATE. RETURN THE NEW PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNERS EXPENSE, CURB AS SHOWN AND RETURNED TO THE BUILDING. INSTALL A ROLLING GATE AS 1 FENCE TO BUILDING A AND ATTACH 15 SUCH AWAY AS TO PREVENT ENTRY, FINISH TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING SHOWN ACRO55 THE DRIVEWAY. THE ROLLING GATE ADJACENT TO THE WALK GATE TO PREVENT REACHING THROUGH a. CONNECT TOTHE EXISTING CHAIN LINK FENCE ON THE SOUTH PROPERTYLINE THE ROLLING GATE AND OPENING THE PANIC HARDWARE OF THE WALK GATE NOTED SUCH THE NO ONE CAN ENTER THE SITE. VERIFY THAT THE EX15TING CHAIN IN NOTE 10. BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A LINK FENCE 15ON MEATHEAD PROPERTY, OR OBTAIN PEFMIS51ON FROM THE PERMANENT PART OFTHE SIGN NEIGHBOR TO CONNECTTOTHE FENCE. 35. FIRE DEPARTMENTTURN AROUND. SEE CIVIL PLAN FOR MORE INFORMATION. TTHE LOCAL JURISDICTION FOR SPECIFIC INFORMATION REQUIRED ON 14. EXISTING DRIVEWAYTO BE REMOVED AND REPLACED WITH SIDEWALK PER CIVIL 36. NEW TH15 SIGH. MONUMENT SIGN. FEE LANDSCAPE PLANS FOR MORE INFORMATION. THIS SGH. PLANS. 37. THESE STORAGE UNITS ARE ACCESSIBLE. FEE STORAGE BUILDING PLANS FOR 15. EXISTING 36" TREE ON NEIGH150FING PROPERTY TO REMAIN. 1 ADDITIONAL INFORMATION. ACCESSIBLE STORAGE UNITS SHALL COMPLY WITH THE E. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A 16. 18'-8" WIDEX 8'-8" DEEP TRASHAND RECYCLE ENCLOSURE WITH STEEL 51OINGTO FOLLOWING MINIMUM REQUIREMENTS: URFACE IDENTIFICATION DUPLICATION EITHER OF THE FOLLOWING SCHEMES:' MATCH THE BUILDING, I. ACCESSIBLE WALKING ROUT WILL BE 4-0" MINIMUM WIDE AS SHOWN ON THI5 1. 15YOUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING PLAN AND OUTLINED WITH *'LINED IN "ACCESSIBLE" BLUE PAINT AND CR055 ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE 17. PROPOSED NEW ON 517E FIRE HYDRANT LOCATION. FINAL LOCATION AND NUMBER TO BE DETERMINED BY THE FIRE DEPARTMENT. HATCHING AT A MAXIMU M 3'-0' OC. j CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH 2THERE SHALL BE AT LEAST ONE ACCE550LE UNIT OF EACH SIZE PROVIDED ON O$ 110OCCUPANT; OR 18. 4' HIGH X 6" DIAMETER STEEL BOLLARD FILLED WITH CONCRETE, TYPICAL AT EACH . THE 51TE. ,U �2. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN B\S� BUILDING CORNER A5 SHOWN. Ow0` �i1fD ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED 50 a. SET AS CL05E TO THE CORNER OF THE BUILDING AS POSSIBLE. OtNG `� Qg AT IT15 VISI13LETO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS b. SEE DETAIL A4/ D-2 SPN �U PROPERLYPARKED IN THE SPACE AND SHALL BE 36" HIGH BY36" WIDE. SEE QF UBC FIGURES 11B-18ATHROUGH 115-18C FOR ADDITIONAL INFORMATION. 19. AC PAYING BETWEEN ALL BUILDINGS. 20. EXISTING ON SITE FIRE HYDRANTTO BE REMOVED. 21. FIRE SPRINKLER STAND PIPE LOCATION w ,...,: : ...3 �...-.:F .,...'b§ ..:.: ,::».....:.. ., '' :. :_ '�� 'r..;..� ,i ab,Y'S r5 ,Iyt: iry �'� '� Asl. . tit., c'ri .>fC" iv,-" '6° 4."` -�y Yi: ✓�Eh�� a's '-,5 I , ,...� � ,. ;.,y; .. (a�•i`„r., t111Is1.t1 :,,11` I �kr., " .,. ,. v _,,,. .... • 5 ,. ,+v--y •• " N.« I 1 M, ° '1°1 Fil, 4i.-. 11u �t'^i1.. t alit.. i ! '11. Y3f uk ...kit A , I ell tit _-11L`t ''� 1;_' '. t'. i �i � ,,, u rTUDIO ARCH ITPCTS1 INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: JOB Date: January 23, 2009 ARevise March 26, 2009, Pin Chk 2 \ Revise May 20, 2009, Pin Chk /// / 3 \ June 1 2009, Demo Permit / 3 \ June 15, 2009, PC 4 Sheet Contents Site Plan Sheet Number &W General Site Pin Notes A. VERIFY ALL DIMEN51ONS WITH ACTUAL 51TE CONDITIONS. Site Dimension Plan Notes 1p E3ult-omO tv Sp SPO CJT`( OF 5AN � VW M r IIII_I� V i r ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. O Q 0 z y O cn O O M \LENSED ARCh/AF g RA/V �r �� O LIE. C10863 EXPIRES 8/31/09 SlgrB OF CAI-00 N\P Job Number: osS9 Dr. By: 1D8 Date: January 23, 2009 Revise March 26, 2009, Pin Chk // Revise May 20, 2009, Pln Chk / 3 \ June 1, 2009, Demo Permit June 15, 2009, PC 4 Sheet Contents Site Dimension Plan Sheet Number Awl el l' r .. c. �.. general Floor Plan Notes A. VERIFY ALL FINISHES, COLOR5,TEXTURE5 AND STYLES WITH OWNER PRIORTO PURCHASE OR INSTALLATION. C. THIS BUILDING SHALL HAVE FIRE SPRINKLERS PER NFPA. CONTRACTOR SHALL SUBMIT PLANS AND SPECIFICATIONS FOR THE SPRINKLER AND ALARM 5Y5TEM5 TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIORTO CONSTRUCTION. SEE GENERAL NOTES, PAGE G-1, FOR INFORMATION ON DEFERRED APPROVAL. D. FINNISH ALL WALLS WITH 5/8"TYPE-X DRYWALL THROUGHOUT. E. GENERAL INSULATION NOTES. ALL WALLS SHALL BE INSULATED AS FOLLOWS. 1. INSULATE AT ALL CEILING AREAS WITH R-19 FACrOR5 FACED FIBERGLASS BATTS. 2. INSULATE ALL EXTERIOR WALLS WITH 4" OR 6" FACED FIOERGLA55 BATT5 AS APPROPRIATE. 3. INSULATE ALL INTERIOR WALLS WITH4" OR 6" UNFACED FIBERGLASS BATTS AS APPROPRIATE. 4. PATCH AND REPLACE ALL EXISTING VINYL BACKED STEEL BUILDING INSULATION AT THE ROOF SHEETING. LmywGr T-IGJVr r larl 1 /8" m 1'-0. 0 3 5/8" STEEL STUD WALL ONE HOUR WALL PER ASSEMBLY A/ G-5 6" STEEL STUD WALL ® 48" MASONRY WAINSCOT 8" STEEL STUD WALL —� - 5TELL BUILDING SIDING First Floor Plan Notes 1. SEE PAGE G-2 FOR NOTES ON RESTROOMS. 10. ACCESSIBLE TRANSACTION COUNTER, COUNTER SHALL BE A MINIMUM 36" LONG 2. SEE PAGE A-13 FOR INFORMATION ON STAIRS. z1 AND A 28" TO 3W HIGH. SEE CABINET ELEVATIONS. 3. ALIGN THIS WALL ON THE CENTER LINE OF THE STRUCTURAL STEEL COLUMNS PER 11. INSTALL AN AFTER HOURS LETTER DROP THROUGH THE CENTURY WALL INFO THE STRUCTURAL PLAN. FACE OF WALL DIMEN51ON MAY VARY SLIGHTLY. CABINET DRAWER SEE ELEVATIONS AND CABINET ELEVATIONS FOR M ORE INFORMATION. 4. SEE STRUCTURAL PLANS FOR NEW STEEL STRUCTURAL COLUMNS. 12. INSTALL 2A:10-B:C FIRE EXTINGUISHER AT48" MINIMUM MOUNTING HEIGHT. 5 NOT USED INSTALL IN SIMI RECE55ED CABINETIN FRAMED WALLS ANDSURFACE MOUNTED 6. SPRINKLER RISER. CABINETS ON STEEL WALLS. 7, INSTALL A SIGN OVERTHI5 DOOR STATING'THIS DOOR TO REMAIN UNLOCKED WHEN 13. ROOF DRAIN PER MECHANICAL PLAN. PLUMB UNDER PAVING TO51TE DRAINAGE THE BUILDING 15 OCCUPIED. SEE GENERAL DOOR NOTE C, PAGE A-6 FOR MORE PIPE. INFORMATION. 14. ROOF OVERFLOW DRAIN. TERMINATE 1' ABOVE THE FINISHED CONCRETE SURFA IN 8. ADD AN ADDITIONAL WALK DOOR TO THIS STORE FRONT SYSTEM. AN OBVIOUS PLACE SIMILAR TO SHOWN. -- 9. ROOF DRAIN AND OVERFLOW PIPES. SEE ROOF PLAN AND MECHANICAL PLANS FOR MORE INFORMATION. a. CONTINUE PIPES THROUGH THE CONCRETE SLAB AND DAYLIGHT ATTHE FACE OF CURB AT THE DRIVEWAY. jIuL Q j(I(I1i lanobwelli 1 1 II itelMIJI ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. 0 O ,, J pp V I a�>j TV+J O V) C Q0 \`ENSEO ARCry,Te O' RR A'V+L cT 02 uC. C10883 �, UPIRES 8/31/09 ,, T1TF eF CAL 1F���\ Job Number: 0859 Dr. By: ID8 Date: January 23, 2009 Revise March 26, 2009, Pin Chk /// 2 Revise May 20, 2009, PIn Chk / \ June 1, 2009, Demo Permit L - \ June 15, 2009, PC 4 Sheet Contents Lower Floor Plan Sheet Number A=2 4 �gr. C,I-rY SAN Upper Floor (Plan 1 i511 In V-0. 0 3 518" STEEL STUD WALL ONE HOUR WALL PER A56EM13LY A/ 0-5. BUILD 6" STEEL STUD WALL WALL TO ROOF SHEETING ® 8" STEEL STUD WALL ® 48" MASONRY WAINSCOT ��— 5TELL BUILDING SIDING General Floor Plan Notes A. VERIFY ALL FIN15HE5, COLORS, TEXTURES AND STYLES WITH OWNER PRIOR TO PURCHASE OR INSTALLATION. C. THIS BUILDING SHALL HAVE FIRE SPRINKLERS PER NFPA. CONTRACTOR SHALL SUBMIT PLANS AND SPECIFICATIONS FOR THE SPRINKLER AND ALARM 5YSTEM5 TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION, SEE GENERAL NOTES, PAGE GA FOR INFORMATION ON DEFERRED APPROVAL. D. FINNI5H ALL WALLS WITH 518" TYPE-X DRYWALL THROUGHOUT. E. GENERAL INSULATION NOTES: ALL WALLS SHALL BE INSULATED AS FOLLOWS. 1. INSULATE AT ALL CEILING AREAS WITH R-19 FACTORS FACED FIBERGLASS BATTS. 2. INSULATE ALL EXTERIOR WALLS WITH 4" CR 6" FACED FIOERGLAC25 BATTS AS APPROPRIATE. 3. INSULATE ALL INTERIOR WALLS WITH 4" OR 6" UNFACED FIBERGLASS 5ATT5 AS APPROPRIATE. 4. PATCH AND REPLACE ALL EXISTING VINYL BACKED STEEL BUILDING INSULATION ATTHE ROOF SHEETING. JUL, 0 8 Irmo Second Floor Plan Nob OIN t)IvI +ON SAN i I IIg ()t3IS1 21. NOT USED 22 SEE PAGE G-2 FOR NOTES ON RE5TROOM6. 23. SEE PAGE G-3 FOR INFORMATION ON RESTROOM. 24 ROUGH FRAME FOR FUTURE 3'-0" X 6-8" DOOR ONE HOUR DOOR AND FILL IN THE OPENING WITH STUDS AT 16" OCSUCHTHATTHEY CAN BE EA51LY REMOVED WHEN THE DOOR 151NSTALLED. DRYWALL OVER OPENING, 25. NOT U5ED 26. ROOF DRAIN AND OVERFLOW PIPES. SEE ROOF PLAN AND MECHANICAL PLANS FOR MORE INFORMATION. 27. INSTALL 2A:10-B:C FIRE EXTINGUISHER AT 48"MINIMUM MOUNTING HEIGHT. 1 INSTALL IN 91MI RECESSED CABINET IN FRAMED WALLS AND SURFACE MOUNTED CABINETS ON STEEL WALLS. 28. PROVIDE 30" X IS" CLEAR ACCE55113LE UNDER COUNTER SPACE AT THE SINK PER DETAIL 13/ G-3 N0 N III IIII ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. O 0— to O C/1 J a. �u Q� i t � s O cn O O Q0 M \`�C\SEO ARCN/T6 S RAIVN cT <D ' p2 uC. C10863 EXPIRES 8131/09 T 1)T" OF CAL \VeK�\P .Job Number: 0859 Dr. By: IDS Date: January 23, 2009 Al Revise March 26, 2009, Pin Chk /// 2 \ Revise May 20, 2009, Pin Chk / 3 \ June 1, 2009, Demo Permit / ' \ June 15, 2009, PC 4 Y ' Sheet Contents i 1 Upper Floor Plan 30 Sheet Number A=3 General Elevation Notes: A. GENERAL CONTRACTOR TO VERIFY MATERIAL. COLOR AND TEXTURE OF ALL EXTERIOR FINISHES WITH OWNER PRIOR TO ORDERING MATERIALS. B. GENERAL CONTRACTOR TOIN5TALL ALL FLASHING AND WATERPROOFING REQUIRED TO PROVIDE A WEATHER TIGHT BUILDING PER CDC. C. ALL EXTERIOR FLASHING, EQUIPMENT AND HARDWARE TO BE PAINTED OR FINISHED TO MATCH THE ADJACENT SURFACE. COORDINATE WITH THE OWNER. D. ALL DOWNSPOUTS TO HAVE ER0510N CONTROL AT BOTTOM. PLACE DOWNSPOUTS PER STEEL BUILDING MANUFACTURER'S RECOMMENDATIONS. Elevation motes: 1. EXISTING STEEL ROOF BEYOND. NEW ROOF GUTTER TO BE INSTALLED ON EXISTING ROOF BY BLDG. MANUF. STEEL SIDING PROJECTING BEYOND MAIN BUILDING WALL. STEEL CANOPY WITH GUTTER TO MATCH ROOF GUTTER. STEEL SIDING ON MAIN BUILDING WALL. STORE FRONT SYSTEM 91MILAF TO MAIN ENTRY. PAINTED PRECISION BLOCK WAINSCOT. 2" "CENTURYWALL" SMOOTH FINISHED STEEL INSULATED PANELS WITH HORIZONTAL WALL SYSTEM, FOLDED CORNERS ANPTIMELE55 ENDS WITH VERTICAL JOINT GASKETS. TINTED SPANDREL PANEL AT SECOND FLOOR TO MATCH VERTICAL ACCENTGLA55 TENT. TINTED VERTICAL GLA55 PANELS TO CONTRAST WITH TYPICAL GLASS AND BE COMPATIBLE WITH SPANDREL PANEL. INSTALL NEW DOWN5POUTS A5 SHOWN. ALIGN LOWER CANOPY DOWNSPOUTS APPROXIMATELY WITH UPPER AS SHOWN. DOWNSPOUTS BE BLDG. MANUF. INTERNALLY ILW MINATED SIGN AND LETTERS. TOTAL AREA 55 5F. INSTALL WEATHER PROOF MAIL SLOT TO DISCHARGE INTO CABINET. SEE CABINET ELEVATIONS AND FLOOR PLAN FOR MOREINFORMATION. v BUILDING DIVISION CITY OF SAN LUIS OBISPO l Us III it ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg(gsdga rchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. 0 Q Cn 0 o-I�t V) JIM Q� V) CD M -`ENSEO ARC;./T BRAIV O O �' 2 LIC. C10863 EXPIRES 8/31/09 �TgTf o0 \P OF CAO1 .lob Number: 0859 Dr. By: IDS Date: January 23, 2009 Revise March 26, 2009, Pin Chk �/n�\ AzRevise May 20, 2009, Pin Chk / \ June t, 2009, Demo Permit / 3 \ June 15, 2009, PC 4 Sheet Contents Elevations Sheet Number A=4 —_I��' F�;i �ii�Ii,' �Ilp �II'I��GI'11i4" Ii�Jld�74�III,I'r1�Ililihl6allLl�I�m 1��lNllll�i�' Color Schedule SYMBOL LOCATION r.m F rTnIZAGE UNITS - Storage unit Elevation Notes: 1. PAINTED METAL FLASHING. 2, PAINTED ACCENT BAND. 3. PRECISION BLOCK WALL. 4. W PAINTED WAINSCOT. 5. STEEL ROOFING 6. STEEL SIDING ,U� p S 5vM SUl )Il �G to 013V0 Clio ov: II ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarch itects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. 0 J © C: CJ') C) 0 0 Q0 \C�N$ED ARCH/TF BRAN or O 'I'p2 LIC. C10663 EXPIRES 8/31/09 TrgT6 OF CA0F0��\p Job Number: 0059 Dr. By: IDS Date: January 23, 2009 ARevise March 26, 2009, Pin Chk A2 Revise May 20 2009, Pin Chk // / \ Tune 1 2009 Demo Penult June 15, 2009, PC 4 Sheet Contents South and West Elevations Self Storage Bldg. Elevations Sheet Number A®5 J ► N M®I a1 • .. I���I©gym mel®���I�����1®� ©I •... I���10�lm�mel®��®l0®mmml© ©I��I���le ' • m�m01®���le�mmml© OI��I���le�m�mel®.�■�►�.�e�mmml© ©l�,�l�l���OR�m I ► met®__���®�• �• m�© LOW STOPAGE m1�'�l�l���lle�m®mel®��®Ie�mmml� ®I�■�I���le�m®mel®��®Id®' • mml� ®I •. I���lO�m�m01®��®le®mmml� m� • ��■���o�m®men®��®�■s®mmm��� ml ... I��a1e�■m®mot®���I�����I�� ®I " I��i�le�m�mel®���le®mmml©I Min ®I��I���le�m�mel®���106� ' • mml© ml ..m�•�I���le�mmmel®���le�mmml© Poor Schedule Notes: 1. SEE WINDOW ELEVATION AND SCHEDULE FOR INFORMATION ON DOOR INCLUDED IN THE STORE FRONT 5Y5TEM. ALL STORE FRONT TYPE DOORS SHALL COMPLY WITH ALL ASPECTS OF GENERAL DOOR SCHEDULE NOTES. 2 UPWARD ACTING COILING POOP TO MATCH SELF STORAGE DOORS. VERIFY DIMENSIONS WITH SELF STORAGE BUILDING SUPPLIER. MATCH TYPICAL STORAGE BUILDING DOOR AND INSTALLATION DETAILS. 3. INSTALL USING TYPICAL STORAGE BUILDING INSTALLATION DETAILS. 4. TYPICAL5TEEL BUILDING POORBYSTEEL BUILDING MANUFACTURER. USE TYPICAL STEEL BUILDING INSTALLATION DETAILS. Hardware Grouas: LATCH SETS: 5CHLAGE A SERIES, LEVER TYPE, ADA APPROVED, SATIN FINISH ALUMINUM OTHER HARDWARE: MILL FINISHED ALUMINUM SILICON SEALS UNLESS NOTED OTHERW15E SUBMIT HARDWARE 5HOP DRAWINGS TO ARCHITECT. GROUP A: 3 HINGES LATCH PER SCHEDULE STOP HEAD/ JAMB WEATHER STRIPING ALUMINUM THRESHOLD GROUP B; 3 HINGES LATCH PER SCHEDULE STOP GROUP C: 3 HINGES LATCH PER SCHEDULE STOP AOTRAGAL FIXED LEAF PIN TOP AND BOTTOM GROUP D: 3 HINGED LATCH PER SCHEDULE STOP JAMB/ HEAD SMOKE/ DRAFT/ FIRE GASKETS, 60 MINUTE CLOSER General Moor Sch. Motes: A. ALL EXTERIOR DOORS SHALL BE WEATHER-STRIPPED. B. DOOR HARDWARE SHALL BE CENTERED BETWEEN 30 AND44INCHES HIGH AND SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE, ALL EXITS ARE TO BE OPENA13LE FROM THE INSIDE WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE. C. KEY LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT DOORS WHERE INTEGRAL WITH THE STORE FRONT WINDOWS WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE 15 A READILY VISIBLE, DURABLE SIGN ON OR AADJACENTTO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHENEVER L l THE BUILDING IS OCCUPIED". THE SIGN 5HALL BE IN LETTERS NOTLE65 THAN V HIGH ON A CONTRASTING BACKGROUND. WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES OF A PAIR OF DOORS MUST BE FREETO OWING WITHOUT OPERATION OF ANY LATCHING DEVICE, D. INTERIOR AND EXTERIORTHRE5HOLD5 WILL BE REQUIRED TO BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS 15 REQUIRED TO BE BEVELED OR SLOPED AT AN ANGLE NOTTO EXCEED 46 DEGREES 50THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDSI/41NCH, E. ALL GLAZING IN DOORS SHALL BE TEMPERED GLASS EXCEPT A5 NOTED. F. ALL INTERIOR DOORS SHALL HAVE DOOR STOPS. CONTRACTOR TO DETERMINE TYPE REQUIRED TO PREVENT DAMAGE TO DOOR AND WALL. PROVIDE BACKING AS REQUIRED. G. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION OF ALL HARDWARE, INCLUDIN G, BUT NOT LIMITED TO, TYPES AND FIN15HEO OF DOOR LATCHES, HINGES AND CABINET HARDWARE. H. THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH 51DE OF AN EXIT DOOR. THE SLOPE OFTHE LEVEL AREA AT EXTERIOR LANDINGS SHALL NOT EXCEED 1/4" PER FOOT IN ANY DIRECTION. THE LEVEL AREA SHALL HAVE A LENGTH OF AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, AND 46" WHERE THE DOOR SWINGS AWAY FROM THE LEVEL AND CLEAR AREA. THECLEAR AREA IN THE DIRECTION OF THE DOOR SWING SHALL EXTEND PASTTHE STRIKE SIDE OF THE POOR24" ON EXTERIOR DOORS AND 15" ON INTERIOR DOORS. I. ALL DOORS SHALL BECOMPATIBLE WITH THE MA57EP KEY. INDIVIDUAL DOORS WILL BE SUB -KEYED PER OWNER. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR KEYING. J. REFER TO HARDWARE SCHEDULE FOR DESCRIPTION OF HARDWARE GROUPS. 5. TIMELY, OE, STEEL DOOR FRAME FOR STEEL STUD WALL WITH TA-23 ALUMINUM CASING. 6. ROUGH FRAME FOR FUTURE 3'-0" X 6-8" DOOR ONE HOUR DOOR AND FILL IN THE OPENING WITH STUDS AT16" OC OUCHTHATTHEY CAN BE EASILY REMOVED WHEN THE DOOR I51N5TALLED. DRYWALL OVER OPENING. 7. COILING OVERHEAD DOOR WITH IN51PE SLIDE LOCKS. CHAIN OPERATED. z 8. GATE/ DOOR # 3015 AN EXIT AND SHALL COMPLY WITH ALL REQUIREMENTS FOR AN EXIST INCW DING PANIC HARDWARE. ALL GENERAL DOOR NOTES APPLY. Moor Legend CORE: OLD: SOLID CORE HLW: HOLLOW CORE RATING: NO: NON -RATTED on: 20 MINUTE LABELED ASSEMBLY 60: 60 MINUTE LABELED ASSEMBLY FINISH: P. PAINT 5: STAIN FF: FACTORY FINISH FRAME: WD: WOODFRAME STU STEEL FRAME AL: ALUMINUM FRAME LATCH: P6&. PASSAGE LATCH -ENT: ENTRANCE LOCK. TURN/ PUSH BUTTON LOCKING INSIDE, KEY OUTSIDE PAT: PATIO LOCK BUTTON LOCK. UNLOCK BY TURNING INSIDE KNOB OR CLOSING DOOR BTN: BATHROOM PRI YACY LOCK PUSH BUTTON INSIDE, SCREWDRIVEROUT51DE CLS: CLA56ROOM LOCK: OUTSIDE LOCK AND UNLOCK BY KEY. INSIDE ALWAYS UNLOCKED STR; 5TOREROOM LOCK OUTSIDE BY KEY ONLY. INSIDE ALWAYS UNLOCKED COMo COMMUNICATING LOCK UNLOCK BY KEY FROM OUTSIDE, BLANK PLATE INSIDE VD: DEAD BOLT PAN: PANIC HARDWARE PL: PULL ONLY C' GRAND MASTER T DOOR 21 OFFICE AND OPERATIONS STORAGE MASTER MASTER 1 DOORS: A, F,14 OFFICE INSIDE BICYCLE ONLY STORAGE STORAGE DOORS: B, 2, 5, DOOR5: 6, 11, DOOR 10,12 13,15 Keu schedule B Poor Types 1*1 ISO `► i A i ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg(a sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Q 0 t_) J V) a V) d 0 0 0 z M \`EHSED AgCH/rP 6 RAND cr OO � 2 LIC. C10863 S. EXPIRES 8/31/09 P JgTe OF CALIFOP�\ Job Number: 0859 Dr. By: JDO Date: January 23, 2009 Al Revise March 26, 2009, Pin Chk /// 2 \ Revise May 20, 2009, Pin Chk / \ June 1, 2009, Demo Permit / - \ June 15, 2009, PC 4 Sheet Contents Door and Window Schedules Sheet Number A=6 . Kndow Schedule Notes: 1. 3'-0" X 7-0" STORE OFF SET HINGE FRONT DOOR WITH TEMPERED GLASS. ALL GENERAL DOOR NOTES APPLY. DOOR SHALL HAVE PUSH PULL HARDWARE AND A DEAD BOLT LOCK ON THE DOOR WITH A READILYVI516LE, DURABLE SIGN ON OR ADJACENTTO THE DOOR STATING "TH15 DOOR MUST REMAIN UNLOCKED WHENEVER THE BUILDING 15 OCCUPIED" PER GENERAL DOOR NOTE C. 2. 6'-0" X 7-0" STORE OFF SET HINGE FRONT DOOR WITH TEMPERED GLASS. ALL GENERAL DOOR NOTES APPLY. DOOR SHALL HAVE PUSH PULL HARDWARE AND A DEAD BOLT LOCK ON THE DOOR WITH A READILYVISIBLE, DURABLE SIGN ON OR ADJACENTTO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS", OR 'THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE BUILDING 15 OCCUPIED" PER NOTE C. 3. 3'-O" X 7-0" STORE OFFSET HINGE FRONT DOOR WITH TEMPERED GLASS. ALL GENERAL DOOR NOTES APPLY. NO WEATHER STRIPPING ON THIS DOOR. 4. INSTALL A HORIZONTAL SLIDING WINDOW WITHIN THE STORE FRONT FRAME ON THIS WINDOW, 5. MATCH HORIZONTAL MULLION DIMENSION AT WINDOW TYPE B. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION ON ADJACENT COLUMNS. 6. THIS WINDOW TO BETENTED 70 CREATE ONE WAY MIRROR EFFECT WITH THE VIEW 51DE ON THE OFFICE SIDE AND MIRROR SIDE ON THE OPERATIONS SIDE. 7. 41 /2" DOUBLE GLAZED STORE FRONT SYSTEM. 8. 4' SINGLE GLAZED STORE FRONT SYSTEM. 9. MAIL DROP SLOT. SEE FLOOR PLAN AND CABINET ELEVATIONS FOR MORE INFORMATION. £ rr` JUL 6 8 )nag 8UIL0IN(3 [)IVISION CITY Op SAN LUIS CIBISpo GLA55 LEGEND WESTERN STATES GLASS TENTED COLOR ARCTIC BLUE ICD SPANDREL WALL CLADING COLOR LAKESIDE BLUE WESTERN STATES GLASS COLOR STANDARD GREY ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Q. Z O C/7 O M \GEHSED ARCH,,,, B Rq/V or LIC. C10863 EXPIRES 8/31109 Sr4Te OF CA0Foe Job Number: 0859 Dr. By: )Do Date: January 23, 2009 / Revue March 26, 2009, PIn Chk / 2 \ Revise May 20, 2009, PIn Chk CLARIFIED DIMENSIONS June 1, 2009, Demo Pemdt / - \ June 15, 2009, PC 4 Sheet Contents Store Front Elevations Sheet Number Aw7 11.. r. t a, Finish S�_hPdule 104'.= V-O" General cabinet motes: Cabinet Elevation Notes: 1. FRAMED 5OFFtT. NOTE: SOME CABINETS SHOWN ON THESE ELEVATIONS ARE A AN ANGLE TO THE PLANEOFTHE 2. PLASTIC LAMINATE FINISH ALL COUNTERTOPS, AND CABINET ELEMENTS INCLUDING PAPER AND ARE NOT SHOWN IN TRUE SCALE. SEE FLOOR PLANS FOR ADDITIONAL EXTERIOR CABINET BODY AND SHELVES. INFORMATION. 3. :5/4"(APPROXIMATELY) WIDE AND DEEP RECESS. RECESS A74" FROM CORNERS A. VERIFY FINISHES, COLORS, ETC. WITH OWNER PRIOR TO MANUFACTURE SUBMIT AND AT CENTER OF RUN AS SHOWN. SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO START OF MANUFACTURE. 4. 4"TOE SPACE. B. CABINET MANUFACTURER TO VERIFY OPENING SIZE FOR ALL FIXTURES AND 5. ALIGN SOFFIT EDGE WITH EDGE OF 42" COUNTER A5 SHOWN, TYPICAL. APPLIANCES. 6. SUSPENDED CEILING. C. FURNISH AND INSTALL ALL CABINET WORK COMPLETE. 7. 6"t DRAWER. D. QUALITY: 8• FILE CABINET TYPE DRAWER 51ZED SUCH THAT HANGINGTYPE LEGAL 51ZE FILE 1. ALL CABINETS SHALL MEETTHE REQUIREMENT50F50UTHERN CALIFORNIA FOLDERS AND SUPPORT RACK WILL FIT INTO DRAWER. A560CIATION OF CABINET MANUFACTURER'S STANDARD GRADE. HARDWOOD, PANEL DOORS. SEE FIN15H AND FIXTURE SCHEDULE. 9. 4" SPLASH. E. HARDWARE: 10. REFRIGERATOR SPACE. VERIFY51ZE WITH OWNER. 1. HINGES: SPRING LOADED 11. RETRACTABLE KEY BOARDTRAY. VERIFY LOCATION WITH OWNER. 2. DRAWER GLIDES: FULL EXTENSION SEALED BEARING 3. 5HELF SUPPORTS: ADJU5TABLE CUPS 12. INSTALL DIVIDER AT THE CENTER OF THE COUNTER TO PROVIDE KNEE ROOM ON BOTH SIDES OF THE COUNTER. 13. ACCESSIBLE TRANSACTION COUNTER. COUNTER SHALL BE 30" HIGH (28" TO34" PER ADA CODE) AND LENGTH AS SHOWN (36" MINIMUM LENGTH PER ADA CODE) 1 14. DASHED LINE INDICATES COUNTERTOP ON CABINET PLAN. 15 DIVIDER AT CENTER OF COUNTER TOP 16. FRAMED WALL FOR POWER AND COMMUNICATIONS. V. MAIL SLOT FROM EXTERIORTO CABINET DRAWER. 18. PROVIDE 30" X 45" X 27MINIMUM HIGH ACCESSIBLE AREA BELOW SINK WITH COVERING DOOR5PER DETAIL I3/G-3. FLOOR SHALL CONTINUE UNINTERRUPTED UNDER SINK. Room Floorin - - Floor Base Walla Cellling_ N E S W Finish Texture Wainewt Cig Ftnlsh Texture M. �� GB58X 0058X GB58X P OP SUSP a-7" Notes 1 LOBBY/ HALL 5V RTS RECEPTION SV RTS GB58X GB58X P OF SUSP 8 T CONFERENCE 9V RTS 0058X GB58X P OF SUSP 8''O DISPLAY AREA SV 1tT5 GB58X GB58X 0558X GB68X P OF SUSF 8'-0 6 UTILITY CONC RTS GB58X G858X GB58X GB58X OF OF 10-T 2 REST ROOM #1 SV SV GB58XM GB58XM G058XM GB58XM P OP FL GB58X P OF 8'-O" 3 REST ROOM #2 SV eV GB58XM GOMM GB56XM GB88XM P OF Pl. 6558X P OP W-O" 3 OPERATIONS AREA GONG]RTS GB68X 0558X 0958X GB58X P OP 4 MECHANICAL CONC RTS GB68X GB58X GB68X GB58X OF OF 10'-T' 2 OFFICE STAIR SV RTS GB58X 0558X GB58X 0558X P OP GB68X P OP 5 REST ROOM #3 SV SV GB58XM GB58XM GB58XM GB58XM P OP FL 0058X P OF W-0" 3 EXECUTIVE OFFICES CAR RT5 GB58X GB58X GB68X P OP SUSP W-O" CALL CENTER CAR RTS 0558X 0058X GB58X P OF SUSP 9'-0" HALL B CAR RT5 GB68X GB58X GB58X GB58X P OF SUSP W-O" REST ROOM #4 SV SV GBSBXM G axivi GB58XM 6558XM P OP PL GB58X F OF, 8'-0" 3 COFFEE 5V SV GB58X GB58X 0658X I G1358X F Of SUSP 8'-0" PRES. OFFICE CAR RTS GB58X 6558X GB68X 0558X P OP SUSP 9-O" A A General Finish Sch. Notes: Finish Schedule Legend: 1. HEIGHTTO MATCH TOP OF WINDOW MULLION. FLOOR MATERIAL: 2. CEILING A7 BOTTOM OF CEILING JOISTS. SV SHEET VINYL 3. FURR CEILING T08' WITH 2 X 6 J015T5 AT 2-0" OC. CAR CARPET, GLUE DOWN 4. INSTALL 3 /C-PX PLYWOOD WAINSCOT, HIGH, ALONG MOVING 5UPPLIE5 AREA. 4" GONG CONCRETE, UNFINISHED 5. COVER 5TAIR5 WITH GLUE DOWN CARPET WITH 11 /2" VINYL NOSING. 1 6. FURR CEILING DOWN TO 8'-6" WITH 2 X 6 STEEL JOISTS AT 24" OC. BASE: RTS RUBBER TOP SET Finish Schedule Notes: 5V COVEPSHEETYINYL WALL MATERIAL: 1. HEIGHTTO MATCH TOP OF WINDOW MULLION. G612 1/2" GYPSUM WALL BOARD 2. CEILING AT BOTTOM OF CEILING JOISTS. G512X 1/2" GYPSUM WALL BOARD 3. FURR CEILING TO 8' WITH 2 X 6 JOISTS AT 2-0" OC. G1358 5/8" GYPSUM WALL BOARD 4. INSTALL 3 /4" C-DX PLYWOOD WAINSCOT, 4' HIGH, ALONG MOVING SUPPLIES AREA. GB58X 5/8" TYPE-X GYPSUM WALL BOARD 5. COVER STAIRS WITH GLUE DOWN CARPET WITH 11 /2 VINYL NOSING. GB58XM 5/8" TYFE-X MOISTURE REC715TANT GYP5U M WALL BOARD CEILING MATERIAL: SUSP 2' X 4' SUSPENDED CEILING GB58 5/8" GYPSUM WALL BOARD GB58X 5/8" TYPE-X GYP5UM WALL BOARD General Finish Notes: TEXTURES: OF LIGHT ORANGE PEEL KID KNOCK DOWN A. ALL PRODUCTS AND FINISH E5 TO BE INSTALLED PER MANUFACTURERS 5M SMOOTH SPECIFICATIONS AS REQUIRED FOR MAXIMUM AVAILABLE WARRANTEE. UF: UNTEXTURED, TAPE ONLY 5. VERIFY COLORS AND TEXTURES WITH OWNER PRIORTO PURCHASE OR INSTALLATION. FINISH: C. PROVIDE MINIMUM 2' SQUARE SAMPLE COLOR AND MATERIAL WALL FOR EACH P FAINT SURFACE FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT PRIOR TO 5 STAIN INSTALLATION ON BUILDING. 1 HR JOINT COMPOUND AND TAPE AT ALL DRYWALL JOINTS A5 REQUIRED FOR ONE HOUR FINISH. FILL NAIL DIVOT5INTHE FIELD70 CREATE A D. ALL FLASHING TO BE PRIMED AND PAINTEDTO MATCH THE ADJACENT SURFACE. SMOOTH FINISH FOR ADDITIONAL COVERING. DO NOT TEXTURE E SUBMIT PRODUCT LITERATURE TOARCHITECTPRIORTOINSTALLATION FOR REVIEW. WAINSCOT: PL WAFF PLASTIC LAMINATE PANELS WITH ALUMINUM TOP, BOTTOM AND MEETING CHANNELS. Interior Finish Specification: 1. INTERIOR DRYWALL a. ALL WALLS AND CEILINGS TAPED AND FINISHED PER CDC ONE HOUR REQUIREMENTS. b. ALL CORNERS 70BEBULLN05E b. ALL DRYWALL TO RECEIVE ROLLED ON PREP COAT PRIOR TO TEXTURE. c. TEXTURE PER 5CHEDU I F d. ONE COAT DRYWALL PRIMER. e. TWO COATS INTERIOR GRADE SIMI GLO59 LATEX PAINT EXCEPTAS NOTED BELOW. f. IN RE5TROOM5; A5A5OVE EXCEPT TWO COAT6INTERIOR GRADE GLO55 ENAMEL PAINT. 2. INTERIOR WOOD: a. ONE COAT WOOD PRIMER. b. TWO COATS INTERIOR GLO55 ENAMEL PAINT. 3. PLASTIC LAMINATE WAINSCOT: a. PLASTIC LAMINATE WAINSCOT WITH ALUMINUM TRIM AT TOP, CORNERS AND PANEL JOINTS. b. APPLY OVER GYPSUM WALL BOARD. 4 VINYL FLOORS: a. IN OFFICE AREA5: COMMERCIAL GRADE SHEET VINYL WITH RUBBER TOP SET. INSTALL PARTICLE BOARD TYPE UNDERLAYMENT AS REQUIRED. b. IN KESTROOMS. COMMERCIAL GRADE SHEET VINYL COVED 6" UP WALLS A5 REQUIRED BY CBC WITH ALUMINUM TOP EDGE. INSTALL PARTICLE BOARD TYPE UNDERLAYMENT A5 REQUIRED. 5. CARPET FLOOR: a. GLUE DOWN CARPET. VERIFY CARPET SELCTION WITH OWNER. 6. MISCELLANEOUS FINISH: a. DOORS: ONE COAT PRIMER, TWO COATS GLO55 ENAMEL PAINT. I,. DOOR FRAMES; ONE COATPRIMER,TWO COATS GLOSS ENAMEL PAINT. c. INTERIOR WINDOWTRIM, STOOLS AND APRONS; ONE COATPRIMER, TWO COATS GLO65 ENAMEL PAINT. STUDIO ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93AOI 805-541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: ►DB Date: January 23, 2009 Al Revise March 26, 2009, Pin Chk /// 9 \ Revise May 20, 2009, Pin Chk / 3 tune 1. 2009, Demo Permit / ' \ June 15, 2009, PC 4 Sheet Contents Finish Schedule Cabinet Elevations Sheet Number C 131JILOIN DIVI ION CITY OF: SAN LUIS OL3 -` 0 STUDIO Lower Reflected Ceilin Refleated CI Plan Pln Gen Notes: JUL a 8 9nna BUILDING DIVISION CITY OF SAN LUIS OBISP0 Reflected Ceiling Plan totes: A. CONTRACTOR SHALL COORDINATE LOCATION OF LIGHT FIXTURES, MECHANICAL 1' REGISTERS AND OTHER CEILING PENETRATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS. 50ME ITEMS SHOWN ON OTHER PLANS ARE NOTSHOWN ON THIS PLAN. 2. 3. A 4. SU5FENDED CEILING SHALL BE 2 X 2 GRID SUSPENDED CEILING SYSTEM WITH TEGULAR EDGE. VERIFY STYLE AND PATTERN WITH OWNER. 5/6' TYPE-X DRYWALL CEILING PER GENERAL FINISH NOTES. NO CEILING IN THIS AREA. OPEN TO BOTTOM OF SECOND FLOOR. 5/5" TYPE-X DRYWALL AT BOTTOM OF STEEL TRUSSES. SHIM AS NECESSARY. SEE SECTION A FOR MORE INFORMATION. STEEL 90FFrr PANEL PER STEEL BUILDING MANUFACTURER. DROP THE CEILING IN THIS END OF THE HALLTO 6-0" TO ACCOMMODATE MECHANICAL DUCTING. LINE OF STEP IN CEILING. GROUP ,. 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: I138 Date: January 23, 2009 ARevise March 26, 2009, Pin Chk 2 \ Revise May 20, 2009, Pin Chk /// / \ June 1, 2009, Demo Permit / - \ June 15, 2009, PC 4 Sheet Contents Lower Reflected Ceiling Plan Sheet Number 2 9v d .FV �v -. ct!Y. y v ✓ � �� ". �ir�. .. Upper Reflected Ceiling Plan va-- = '-0. Reflected Clg Pln_C-ven Notes: A. CONTRACTOR SHALL COORDINATE LOCATION OF LIGHT FIXTURES, MECHANICAL REGISTERS AND OTHER CEILING PENETRATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS. SOME ITEMS SHOWN ON OTHER PLANS ARE NOT SHOWN ON THIS PLAN. JUL 0 8 gnno BUILDING DIVISION CITY OF SAN LUIS OBISPO Reflected Ceiling Plan Notes: 1. SUSPENDED CEILING SHALL BE 2 X 2 GRID SUSPENDED CEILING SYSTEM WITH TEGULAR EDGE. VERIFY STYLE AND PATTERN WITH OWNER. 2, 5/8" TYPE-X DRYWALL CEILING PER GENERAL FINISH NOTES. / 2 \ 3. ONE HOUR CEILING WITH 5/8" TYPE-X DRYWALL BOTH SIDES ON 2 X 6 5TEEL JO18T5 AT 16" OC, 4. NO CEILING IN THIS AREA. AREA OPEN TO ROOF SHEETING, Z�5." CENTURY WALL" STEEL SOFFIT PANEL —6. 5/8" TYPE X DRYWALL SOFFIT. SEE SECTION A/ A-11 FOR MORE INFORMATION. I [a MIJ I ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: 108 Date: January 23, 2009 / \ Revise March 26, 2009, Pin Chk " \ Revise May 20, 2009, Pin Chk // / 3 \ June 1, 2009, Demo Permit j / - 1 June 15, 2009, PC 4 Sheet Contents Upper Reflected Ceiling Plan Sheet Number General Section dotes: A. . THE EXISTING STEELSTRUCTURE OF THE EXISTING BUILDING 15 TO REMAIN. B. GENERAL CONTRACTOR TO VERIFY ALL MATERIALS, COLORS, TEXTURES AND FINISHES WITH OWNER. C. GENERAL CONTRACTOR TO INSTALL ALL NECEC5ARYFLASHING AND WATERPROOFING IN AREA WHERE WORK 15 PERFORMED TO INSURE A WATERTIGHT BUILDING. D. THE GENERAL CONTRACTOR SHALL BE FAMILIAR WITH ALL REMODEL PLANS AND UNDERSTAND WHICH ITEMS ARE TO REMAIN AND WHICH TO BE REMOVED PRIOR TO STARTING WORK. REVIEW THE SCOPE OF WORK WITH THE ARCHITECT PRIOR TO BEGINNING DEMOLITION. VERIFY ALL DIMENSIONS ON THE JOB. E. GENERAL INSULATION NOTES: ALL WALLS SHALL BE INSULATED AS FOLLOWS. 1. INSULATE AT ALL CEILING AREAS WITH R-19 FACTORS FACED FIBERGLASS BATTS. 2. INSULATE ALL EXTERIOR WALLS WITH 4" OR 6" FACED FIBERGLASS BATTS AS APPROPRIATE. 3. INSULATE ALL INTERIOR WALLS WITH 4" OR 6" UNFACED FIBERGLASS BATTS AS APPROPRIATE 4. PATCH AND REPLACE ALL EXISTING VINYL BACKED STEEL BUILDING INSULATION AT THE ROOF SHEETING. Section A Notes: 1. INTERNAL GUTTER. SEE STEEL BUILDING PLANS. 2. FRAMED ADDITION WITH "CENTURY WALL" 5TEEL PANEL SIDING. 3. EXTEND SLOPE OF EXISTING STEEL ROOF OVER ADDITION. 4. EXISTING STEEL ROOFTO REMAIN. 5. CURTIN WALL SYSTEM. 6. NEW 5U5PENDEDCEILING. VERIFY PATTERN WITH OWNER. 7. EXISTING STEEL STRUCTURE BEYOND. 8. NEW CONCRETE FLOOR ON STEEL PAN DECK PER STRUCTURAL. 9. FLOOR STRUCTURE PER STRUCTURAL PLANS. 10. INSTALL NEW STEEL SIDING ON EXISTING WALL PROJECTION. 11. INSTALL NEW STEEL SIDING ON EXISTING GIRTS. 12. EXISTING GIRTS. 13. EXISTING VINYL BACKED INSULATION TO REMAIN. PATCH AND REPAIR EXISTING INSULATION AS REQUIRED. 14. ONE H OUR CEILING WITH 5/8" TYPE-X DRYWALL TOP AND BOTTOM ON STEEL JOISTS PER STRUCTURAL PLANS. 15. FURBELOW LANDING AS REQUIRED FOR DRYWALL CEILING. section 8 dotes: 21. FRAMED COLUMN ADDITION. 22. INTERIOR DOWNSPOUT AND ROOF OVERFLOW PIPE FROM GUTTER PER PLUMBING PLANS. PLUMB THROUGH THE SIDEWALK AND DAYLIGHT AT FACE OF CURB. 23. INSTALL NEW VINYL BACKED STEEL BUILDING OVER THE PURLINS IN THE BUILDING ADDITION. JUL a 8 100q BUILDING t7IVISION CITY OF SAN LUIS OBISf O GROUP �r 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805-541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Jab Number: 0859 Dr. By: JDS Date: January 23, 2009 Revise March 26, 2009, Pin Chk 2 \ Revise May 20, 2009, Pin Chk /// / \ lure 1, 2009, Demo Permit / ' \ June 15, 2009, PC 4 Sheet Contents Sections A and B Sheet Number I Uff e Section ® StoraAe ,area e-2 a Overhead Poor 3/ 1 611 in 11-0it General Section Motes: A. THE EXISTING STEELSTRUCTURE OF THE EXISTING BUILDING IS TO REMAIN. B. GENERAL CONTRACTOR TO VERIFY ALL MATERIALS, COLORS, TEXTURES AND FINISHES WITH OWNER. C. GENERAL CONTRACTOR TO INSTALL ALL NECE55ARY FLASHING AND WATERPROOFING IN AREA WHERE WORK 15 PERFORMED TO INSURE A WATERTIGHT BUILDING. D. THE GENERAL CONTRACTOR SHALL BE FAMILIAR WITH ALL REMODEL PLANS AND UNDERSTAND WHICH ITEMS ARE TO REMAIN AND WHICH TO BE REMOVED PRIOR TO STARTING WORK. REVIEW THE SCOPE OF WORK WITH THE ARCHITECT PRIOR TO BEGINNING DEMOLITION. VERIFY ALL DIMENSIONS ON THE JOB. E PROVIDE INTERIOR AND EXTERIORSHORING, BRACING OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES AS NECE55ARY DURING REMODELING. Section Co Notes: 31. NEW STEEL FRAMED CANOPY. SEE STRUCTURAL PLANS FOR MORE INFORMATION 32. CONCRETE DECK TO MATCH THE FLOOR HEIGHT OF THE SELF STORAGE UNITS. BUILDING DIVISION CITY OF SAN LUIS OBISPO �Iln I II ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC- C) C IE �� Q) a„ v s O 0 0 M `�NSED ARCH/T o. uREM31/ EXPIRES 8/31 /09 �TgTE OF CALIEOA�\P Job Number: 0859 Dr. By: JDR Date: January 23, 2009 Al Revise March 26, 2009, Pln Chk /// 2 \ Revise May 20, 2009, Pin Chk / \ June 1, 2009, Demo Permit L ' 1 June 15, 2009, PC 4 Sheet Contents Section C and Existinig Steel Building Section Sheet Number Aml 2 Existing 5uildin 5/1 ail = 1'-0" Existing Gross sracein ._.. ,. . „.. ,. ,..... :<.. : ..: ... .... ._ ... .. .. w , r ,. m ate:_. - �. _..m ss .... .. . n.. .. .a. r rx• .r .v x 1 '^.qt ... � .. .... _ `�. — 4 u Y Y ..., r. .. , , -r. ... G. . ., . � .... ., ,. ,P ,*,. s:. ,�`. k: x H aiv.. -i 4. _.. v. ,3 � _r. ,, , .. _. ,. 1 i .. r. it v .. f, i. I � I. I :. I f, I. s I r � ... I f.. ..,. i_. .v �, , ... ,,.. { f1tl II �l '' tld II F '4 � I ! floral {f[a,x k 6171 CIi4.lJ[111 I@t IPI II Iftl❑L �4..t 6tr9tltl si NOSING 5. HANDGRIP PORTION OF THE HANDRAIL 15 BETWEEN 1-1/4"-1-1/2" IN WIDTH OR CRO55- SECTIONAL NOMINAL EQUIVALENT OR THE SHAPE PROVIDES AN EQUIVALENT GRIPPING SURFACE. T. SURFACE OF HANDRAIL 16 SMOOTH WITH NO EDGES. U. WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL 15 FREE OF SHARP OR ABRASIVE ELEMENTS. V. EDGES ON HANDRAILS HAVE A MINIMUM RADIUS OF 1/8". EXCEPTIONS: 1, IN EXISTING BUILDING5 WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH ANYREQUIREMENT UNDER 5ECrION 11338.4.2 WOULD CREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION TO THE REQUIREMENTS FOR PERSONS WITH DISABILITIES MAYBE GRANTED WHEN EQUIVALENT FACILITATION IS PROVIDED. 2. THESE REGULATIONS SHALL NOT APPLY IN EXISTING BUILDING5 WHEN LEGAL OR PHYSICAL CONSTRAINTS WILL NOT ALLOW COMPLIANCE WITH THESE REGULATION55 OR EQUIVALENT FACILITATION WITHOUT CREATING AN UNREASONABLE HARDSHIP. STRIPING FOR THE VISUALLY IMPAIRED. W. THE UPPER APPROACH AND ALL TREADS OF EXTE910R STAIRS 15 M R ED WITH A STRIP OF CLEARLY CONTRASTING COLOR A MINIMUM OF 2" IN WIDTH A M-PAMUM OF 1" FROM THE TREAD NOSE OR LANDING, X. THE UPPER APPROACH AND THE LOWER TREAD OF INTERIQk STAIRS HAVE CONTRASTING COLOR STRIPING A MINIMUM OF 2" IN WIDTH A MAXIMUM OF I" FROM THE TREAD NOSE OR LANDING. Y. ALL CONTRASTING COLOR STRIPS ARE AT LEAST A5 5LIP RESISTANT AS THE OTHER TREADS OF THE STAIR, NOTE: A PAINTED STRIP 15 ACCEPTABLE. TREADS, NOSINGS, AND RISERS Z. ALL TREAD SURFACES ARE SLIP RESISTANT. AA. TREADS HAVE A SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGE WITH NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). BB. NOSING DOES NOT PROJECT MORE THAN 1-1/4" PAST THE FACE OF THE RI5ER BELOW. CC. ALL FIBERS ARE CLOSED. PP. RISERS ARE SLOPED OR THE UNDERSIDE OF THE NOSING IS ANGLED NOT LESS THAN 60 DEGREES FROM THE HORIZONTAL. EE. THE UNDER61DE5 OF NOSINGS ARE NOT ABRUPT, AND THE RADIUS OR CURVATURE AT THE LEADING EDGE OF THE TREAD 15 NO GREATER THAN 112". FF. ALL TREADS ARE A MINIMUM OF 11" DEEP, MEASURED FROM RISER TO RI5ER. GO. THE RI5E OF 6TEP5 15 NOT LE55 THAN 4" OR GREATER THAN 7". HH. IN ANY ONE FLIGHT OF STAIRS, ALL STEPS HAVE A UNIFORM RISER HEIGHT AND TREAD WIDTH, GUARDRAILS: ANY PORTION OF 67'AIRWAY5 THAT ARE OPEN ON ONE OR BOTH 5149E5 THAT EXCEEDS 30" IN HEIGHT ABOVE GRADE OR FLOOR BELOW MUST 8E PROTECTED BY A GUARDRAIL NOT LE55 THAN 42 IN HEIGHT OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PA65 THROUGH. JJ. GUARDRAILS ARE PROVIDED AT OPEN STAIRWAYS THAT EXCEED 30" IN HEIGHT ABOVE GRADE OR FLOOR BELOW. LANDINGS KK. LANDINGS SHALL BE THE SAME DEPTH AS THE REQUIRED WIDTH OF THE STAIRS (MIN.) DOORS IN FULLY OPEN POSITION SHALL NOT REDUCE REQUIRED DIMENSION BY MORE THAN 7'. 0 HIGH GUARD RAIL WALL MEASURED FROM THE STAIR N05E AND SLOPING PARALLEL WITH THE STAIR NO5 E. 6. NON -RATED EXTERIOR STEEL STUD AND DRYWALL STAIR ENCLOSURE. 7. EXTERIOR STEEL SIDING. 9. EX15TING STEEL COLUMN. 10. 42"GUARDRAIL WALL ATTOP LANDING. it. CONCRETE SECOND FLOOR. 12. STEEL CHANNEL HEADER ATTHE TOP OF STAIRS. 13. FRAME IN CEILING WITH 5/8"TYPE-X DRYWALL WITH FURRING AS REQUIRED. 14. LINE OF STEEL 5TAIR STRINGER BEYOND. 15 LINE OF PRE -CAST STAIR BEYOND. 16, STUD AND DRYWALL. 17. LANDING BUILT AS SECOND FLOOP. 18. STEEL CHANNEL HEADER ATTHE LANDING. 19. STEEL STAIR STRINGERS. 20. "STEPSTONE'', OE, 48" PRE -CAST CONCRETE CLOSED RI5ERCLA5SIC PROFILE STAIR. THE CLASSIC PROFILE STAIR 15 USED ON STORAGE AREA STAIRS 1, 2 AND 3. 21. "STEPSTONE", OE, 48" PRE -CAST CONCRETE CLA551C PROFILE STARTER NOSE. THE CLA551C PROFILE N05E IS USED ON STORAGE AREA STAIRS 1,2 AND 3. 22. 2 HOUR STEEL PANEL WALL BY BUILDING MANUFACTURER. 23. NON -RATED STEEL BUILDING WALL WITH STEEL SIDING, 24. ALIGN NON-PATED WALL BELOW SECOND FLOOR HEADER. 25. "SHAPON STAIRS', OF, PREFABRICATED STEEL DROP IN STAIR AND LANDING SYSTEM WITH INTEGRAL HANDRAIL EACH 51PE AS FOLLOWS: a. DIMENSIONS SHALL MEET ALL ACCESSIBILITY REQUIREMENTS. FLOORTO FLOOR HEIGHT 3'- 0", VERIFY ON JOB. b SLIP RE519TANT CLOSE RISER EPDXY COATED STEEL STAIR AND LANDING. C. INTEGRAL HANDRAIL. GUARD RAIL IS NOTREQUIRED AS THE STAIR ABUTS SELF STORAGE UNITS ON EACH SIDE. d. VERIFY DIMENSIONS ON JOB, 26. SELF STORAGE UNIT WALLS. 27. OFFICE WALL x JUL u e 200q BUILDING DIV18ION CITY OF SAN LUIS OBISPO STUDIO ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 sdg@sdga rch itects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: IDS Date: January 23, 2009 Al Revise March 26, 2009, Pin Chk 2 \ Revise May 20, 2009, Pin Chk /// / \ June 1 2009 Demo Permit / - \ Tune 15, 2009, PC 4 Sheet Contents Enlarged Stair Plans Sheet Number A=1 3 - ., ' C°m- , General roof Plan motes A. SEE STEEL BUILDING PLANS FOR DETAILING ON NEW AND EXISTING ROOF. 5. EXISTING VINYL BACKED INSULATION TO REMAIN. REPAIR AND REPLACE DAMAGED INSULATION AS NECESSARY. C. SEE M ECHANICAL PLANS FOR ADDITIONAL INFORMATION. --- Roof Plan Notes JUL 08 1. EXISTING STEEL ROOF TO REMAIN. -QILUI-Nr, 3. EXISTING RIDGE VENT TO REMAIN. TYPICAL OFF 4. T Y N � LINE. I`�� OBI S Pp 4. NOT USED. 5. INSTALL NEW EAVE GUTTERS ON THE EXISTING ROOF. SEE ELEVATION FOR DOWNSPOUTS. 6. ROOF DRAIN FOR INTERNAL GUTTER PLUMBED DIRECTLY TO SITE DRAINAGE PIPE IN THE PARKING LOT. a. SOLDER DRAIN LEADER TO GUTTER TO CREATE A WATERTIGHT CONNECTION. EXTENDTHE LEADER AS REQUIRED AND SPECIFIED INTHE MECHANICAL PLANS FOR CONNECTION TO THE ROOF DRAIN PIPE. 7. OVERFLOW DRAIN SET 1 /2" MAXIMUM ABOVE TOP OF THE INTERNAL GUTTER. a. ROOF DRAIN AND OVERFLOW DRAIN SHALL HAVE SEPARATE DRAIN LINES. I,. DISCHARGE THE OVERFLOW DRAIN THROUGH THE 5IDE OF THE FRAMED COLUMN APPROXIMATELY T ABOVE THE CONCRETE PAVING. SEE LOWER FLOOR PLAN FOR MORE INFORMATION. c. SOLDER THE OVERFLOW DRAIN LEADER TO GUTTER TO CREATE A WATERTIGHT CONNECTION. EXTEND THE LEADER AS REQUIRED AND SPECIFIED IN THE MECHANICAL PLANS FOR CONNECTION TO THE ROOF DRAIN PIPE. 8. INTERNAL GUTTER BEHIND PARAPET WALL PER STEEL BUILDING PLANS. 9. PARAPET WALL. 10. STEP BETWEEN EXISTING AND NEW ROOF. 11. LINE OF EXISTING ROOF. 12. NEW STEEL ROOF TO MATCH EXISTING. 13. RIDGE AT NEW ROOF. VERIFY LOCATION ON J05 TO MATCH EXISTING ROOF HEIGHT, ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.541.3848 s dg@sdga rc h itects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: JDO Date: January 23, 2009 Revise March 26, 2009, Pln Chk / 2 Revise May 20, 2009, Pin Chk / \ lune 1, 2009, Demo Penit June 15, 2009, PC 4 Sheet Contents RIS M Sheet Number u / ARCHITECTS, INC. 51 Curtain Wall Head at Soffit 41 Store Front Window Head _ 31 Fascia to Soffit Traneiation 21 Inside Corner Detail 11 Parapet coping Petail _ STANDARD HORIZONTAL PANEL - ---- ATTACHMENT (KEEP AS CLOSE 52 Curtain wall Jamb Petail 42 Store Front Window .lamb 32Soffit to Recess Wall Detail 22 Outside Corner retail 12 Vertical End Joint Petail M Date: January 23, 2009 53 Curtain Wall at end Floor 43 Store Front Window Sill _ 335offit to Wall Petail #2 23 Inside Corner To Steel 13Panel ..Joint Detail Revise March 26, 2009, Pin Chk SEE 11/ Curtain Wall Sill 44 Parapet Flashing 1 1/2° C 1-0 34 Gutter Flashing 1 1/2r s 1 -®11 24 Inside Corner To Masonry 14 Wall Base Petail JUL os 2nnq BUILDING DIVISION CITY OF SAN LUIS OBISP .. .. ° '' ?s aw -;C. '.. a .'rs{< ,,., .:- r 4' .d,5;`,`',. a ,tx .a.'•yR "' Dix`' w +.4 , t .. --... .. .. ... ,:.. I, 1 s 14 Trash Enclosure 1 /211 ARCH ITECTS, I NC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805-541.3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0859 Dr. By: JDB Date: January 23, 2009 Revise March 26, 2009, Pin Chk Revise May 15, 2009, Pin Chk June 15, 2009 PC 4 Sheet Contents Architectural Details ♦,31/1'S ia-„n .. e, :7, ," , `F n"t 3r -ws'9' rN I �n . Misr' '^sI �� r7� t'i,.alf .fY&{(GI I I I +I R "n I i a'e ` d t." ar, I ! r r• 51 41 52 42 53 43 32 Stair YNell Section ""ILUING DIVISION CITY OF SAN LUIS OBISpO ARCHITECTS, INC 762 Higuera Street, Suite 212 San Luis Obispo, CA 93401 805.5413848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Job Number: 0059 Dr. By: IDS Date: January 23, 2009 Al Revise March 26, 2009, Pin Chk / 2 \ Revise May 15, 2009, Pin Chk A June 15, 2009 PC 4 Sheet Contents Architectural Details Sheet Number 54 34 Free 5tandin Fence 1" = 1'-®" 24 Coanopu Section 0 1 It 0 1 1-®,t a GENERAL STRUCTURAL NOTES STEEL DECKING GENERAL NOTES SHOP DRAWING AND CONTRACTOR SUBMITTAL REVIEW 4. GROUT: 8. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 1. STEEL DECKING SHALL BE COLD ROLLED STEEL CONFORMING TO A.S.T.M. 1. THE FOLLOWING NOTES, TYPICAL DETAILS AND SCHEDULES SHALL APPLY TO 1. SHOP DRAWINGS OR CONTRACTOR SUBMITTALS SHOULD BE PROVIDED FOR 8. MINIMUM LAP FOR ALL REINFORCING BARS AT SPLICES: (SPLICES TO BE A611, GRADE C STRUCTURAL QUALITY STEEL SHEET, AND HAVE A MINIMUM ALL PHASES OF THIS PROJECT UNLESS OTHERWISE SHOWN OR NOTED. THE FABRICATION (OR MIXING) OF THE FOLLOWING (BUT NOT LIMITED TO) STAGGERED) CONFORM TO C.B.C. SECTION 2103.12 OR A.S.T.M. C476, 9. FABRICATION, ERECTION AND PLACEMENT OF REINFORCING STEEL SHALL YIELD STRENGTH (Fy) OF 38 KSI. COMPONENTS OR ELEMENTS. A. GROUT SHALL GROUT FOR MASONRY. CONFORM TO CONCRETE REINFORCING STEEL INSTITUTE OF STANDARD A. ALL STEEL DECKING SHALL CONFORM TO C.B.C. SECTION 2209 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL #3, #4-----------24" B. GROUT SHALL BE PROPORTIONED IN CONFORMANCE WITH C.B.C. TABLE PRACTICE. B. ALL GALVANIZED STEEL DECKING SHALL CONFORM TO A.S.T.M. A653, SS NOTES AND TYPICAL DETAILS. A. CONCRETE (AND/OR GROUT) MIX DESIGNS. #5--------------------- 30" 2103.12 GRADE 33. B. STRUCTURAL STEEL. #6---------------------" C. GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2000 A. SEE ALSO GENERAL NOTE N0. 10. 3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE MINIMUM C. TRUSSES. #7---------------------6530" P.S.I. AT 28 DAYS. 2. STEEL DECKING MANUFACTURER SHALL SUBMIT TO ARCHITECT/ENGINEER STANDARDS OF THE 2007 EDITION OF THE CALIFORNIA BUILDING CODE D. SUBSTITUTE OR ALTERNATE MATERIALS. #8--------------------- 10. ALL WOVEN WIRE MESH SHALL CONFORM TO A.S.T.M. A1II5. LAP ALL WIRE SHOP DRAWINGS FOR HIS REVIEW PRIOR TO FABRICATION. (C.B.C.) AND SUCH OTHER REGULATING AGENCIES EXERCISING AUTHORITY 5. REQUIREMENTS FOR CONCRETE BLOCK CONSTRUCTION SHALL CONFORM TO MESH TWO MODULES. OVER ANY PORTION OF THE WORK. THE CONTRACTOR SHALL HAVE A COPY 2. PROJECT CONTRACTOR SHALL BE RESPONSIBLE FOR PRODUCTION AND 9. THE MINIMUM RADIUS OF BEND FOR REINFORCING STEEL (MEASURED ON THE FOLLOWING: 3. ALL DECKING SIDE LOCKS SHALL BE COMPATIBLE. OF THE C.B.C. ON THE JOB SITE. APPROVAL OF ALL SHOP DRAWINGS. 11. REINFORCING STEEL SHALL BE CLEAN OF RUST, GREASE OR OTHER THE INSIDE OF BAR) SHALL BE AS FOLLOWS: A. CONCRETE BLOCK CONSTRUCTION SHALL CONFORM TO C.B.C. SECTION MATERIAL LIKELY TO IMPAIR BOND. 4. STEEL DECKING SHALL HAVE A PRIME PAINTED FINISH. 4. THE 'CONTRACT OR CONSTRUCTION DOCUMENTS" SHALL CONSIST OF THESE 3. WHEN PROJECT CONTRACTOR SUBMITS SHOP DRAWINGS OR OTHER 2 1/4" 2104 AND A.C.I. 530-05/A.S.C.E. 5-05/T.M.S. 402-05. NOTES, DETAILS, SCHEDULES, PLANS, AND DRAWINGS, AS WELL AS SUBMITTALS TO ARCHITECT/ENGINEER FOR REVIEW, SUBMITTAL PACKAGE #3 -----1 1/8" #6--------------- B. EVERY OPENING (EXCEEDING 24" IN EITHER DIRECTION) SHALL HAVE A 12. REINFORCEMENTO75HERE SPECIFICALLY NOTED OR DETAILED) 5. L BE20GAUGESTEEL BUILDING PRODUCTS, LIROOFTYPECK SHALL STEEL GVED ATTACHED SPECIFICATIONS. SHALL CONTAIN SUFFICIENT COPIES THAT ARCHITECT/ENGINEER MAY RETAIN #4--------------- 1 1/2 #7-------2 5/8" MINIMUM OF 2 #5 (U.O.N.) DIRECTLY ABOVE, BELOW (UNLESS AT SHOALL CONFORM EQUAP A COMPLETE COPY OF SUBMITTAL PACKAGE. IN ADDITION, PROJECT #5------ ---1 7/8" #8--------------- 3' 5. THE CONTRACTOR SHALL EXAMINE THE "CONTRACT OR CONSTRUCTION CONTRACTOR SHALL ALLOW SUFFICIENT TIME TO THOROUGHLY REVIEW FOUNDATION) AND ADJACENT TO BOTH SIDES. REINFORCING BARS 6. STEEL DECKING SHEETS SHALL BE CONTINUOUS OVER A MINIMUM OF 3 DOCUMENTS" AND SHALL NOTIFY THE ARCHITECT OR ENGINEER OF ANY SUBMITTAL PACKAGE (10 WORKING DAYS, MINIMUM). 10. ALL ANCHOR BOLTS USED IN CONCRETE CONSTRUCTION SHALL HAVE A SHALL EXTEND A MINIMUM OF 24" PAST EDGE OF OPENING. STRUCTURAL STEEL AND WELDING SUPPORTS (2 SPANS). DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. MINIMUM TOTAL EMBEDMENT AS FOLLOWS, U.O.N.: C. AT THE END OF ALL WALLS SHALL BE A MINIMUM OF 2 #5 VERTICAL. 4. REVIEW OF SHOP DRAWINGS OR CONTRACTOR SUBMITTAL BY D. AT THE TOP OF ALL WALLS SHALL BE A MINIMUM OF 2 #3 HORIZONTAL. 1, ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO A.I.S.C. 7. STEEL DECK SHALL BE PLACED ON THE SUPPORTING FRAMEWORK WITH A 6. ALL INFORMATION ON EXISTING CONDITIONS SHOWN ON DRAWINGS ARE ARCHITECT/ENGINEER DOES NOT IN ANY WAY CONSTITUTE APPROVAL OF 5/8" DIA OR SMALLER ----------- 7' E. DOWEL CONCRETE BLOCK WALLS AND COLUMNS TO SUPPORTING 360-05 AND A.I.S.C. 341-05. MINIMUM END LAP OF 2 INCHES, CENTERED OVER THE SUPPORTS. BASED ON BEST PRESENT KNOWLEDGE AVAILABLE, BUT WITHOUT GUARANTEE SUBMITTAL PACKAGE. ARCHITECT/ENGINEER'S REVIEW IS FOR GENERAL 3/4" DIA -------------------- 8" CONCRETE WITH BARS OF THE SAME SIZE AND SPACING AS VERTICAL. OF ACCURACY. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. 7/8" DIA -------------------- 9" SEE NOTES FOR MINIMUM LENGTH OF SPLICE. A. FABRICATION OF ALL STRUCTURAL STEEL SHALL BE DONE IN THE SHOP 8. THE DECK SHALL BE WELDED TO THE SUPPORTS AND SIDE LAP OF ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE REVIEW SHALL NOT BE CONSTRUED AS RELIEVING PROJECT CONTRACTOR 1" DIA-------------10" F. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL OF AN APPROVED FABRICATOR, SEE GENERAL NOTE N0. 10. ADJACENT UNITS WELDED AS SHOWN ON THESE STRUCTURAL DRAWINGS. ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BETWEEN ACTUAL SITE FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. COURSES (RUNNING BOND). STACK BOND OR MECHANICAL ANCHORAGE STEEL ROOF DECK SHALL BE WELDED AS FOLLOWS (SIZE & TYPE AS CONDITIONS AND INFORMATION SHOWN ON OR IN THE "CONTRACT OR 11. LOCATION OF ALL CONSTRUCTION JOINTS, OTHER THAN SPECIFIED, SHALL BE SHALL NOT BE USED UNLESS SPECIFICALLY NOTED OR DETAILED 2. ALL STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36 MANUFACTURERS REQUIREMENTS): CONSTRUCTION DOCUMENTS" BEFORE PROCEEDING WITH WORK. APPROVED BY ARCHITECT/ENGINEER PRIOR TO POURING. CONSTRUCTION OTHERWISE. DEMOLITION NOTES JOINTS SHALL BE THOROUGHLY AIR AND WATER CLEANED AND HEAVILY G. AT THE TIME OF LAYING ALL MASONRY UNITS SHALL BE FREE OF A. WIDE -FLANGE SHAPES SHALL CONFORM TO A.S.T.M. A992 AND SHALL - 3 WELDS PER SHEET AT ALL SUPPORTS 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER ROUGHENED SO AS TO EXPOSE COARSE AGGREGATES. ALL SURFACES TO EXCESSIVE DUST AND DIRT. HAVE A MINIMUM YIELD STRESS (Fy) 50 K.S.I. OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY 1. SAFETY NOTE: RECEIVE CONCRETE SHALL BE MAINTAINED CONTINUOUSLY WET AT LEAST H. GROUTING OPERATIONS, MAXIMUM GROUT POUR HEIGHT AND USE OF B. STEEL PIPE COLUMNS SHALL BE WELDED SEAMLESS PIPE CONFORMING - 1-1/2" SIDE LAP WELDS AT MIDSPANS OF THE STRUCTURE OR CAUSE DISTRESS OF THE STRUCTURE. THREE HOURS IN ADVANCE OF POURING. CLEANOUTS SHALL CONFORM TO A.C.I. 530-05/A.S.C.E. 5-05/T.M.S. TO A.S.T.M., A-53, GRADE B, AND SHALL HAVE A MINIMUM YIELD A. IT IS SOLELY THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE 402-05, SPECIFICATIONS SECTION 3.5 AND TABLE 7. CLEANOUTS (IF STRESS (Fy) OF 36 K.S.I. 9. WELDING OF STEEL DECK SHALL BE IN ACCORDANCE WITH LATEST A.W.S. 8. PREVAILING IN THE ALL WORK SHALL CONFORM TO THE BEST PRACTICE R T THIS PROJECT OF THE PERTINENT SECTIONS, AS THEY APPLY 0 12. INSERTS AND ANY OR BOLTS DOWELS N ALL REINFORCING STEEL, ANCHOR OPENINGS IN THE FACE REQUIRED) SHALL BE PROVIDED BY SUITABLE C OPEN BE A.S.T.M. A50 GRADE B AND STRUCTURAL TUBE COLUMNS SHALL 0 C. STRUC EEL IN STRUCTURES AND AS D1.4, SPECIFICATIONS FOR WELDING SHEET STEEL VARIOUS TRADES COMPRISING WORK. THE CONTRACTOR SHALL BE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE WELL SECURED IN SHELLS IN THE BOTTOM COURSE OF EACH CELL TO BE GROUTED, OR SHALL HAVE A MINIMUM YIELD STRESS (Fy) OF 46 K.S.I. SHOWN ON THESE STRUCTURAL DRAWINGS. A TRADES. RESPONSIBLE FOR COORDINATING THE WORK OF ALL CALIFORNIA, LATEST EDITION, AND ALL O.S.H.A. REQUIREMENTS. POURING OF CONCRETE. POSITION PRIOR TO POUR OTHER APPROVED LOCATIONS (SEE DETAILS PROVIDED). THE CLEANOUTS B. THE ARCHITECT, STRUCTURAL ENGINEER, AND THE OWNER DO NOT SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING. 3. FOR ALL STRUCTURAL STEEL AND SPECIAL INSPECTION SHALL BE PROVIDED10. STEEL DECK SHALL BE ERECTED AND FASTENED N ACCORDANCE WITH THE 9. THESE "CONTRACT OR CONSTRUCTION DOCUMENTS" REPRESENT THE ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO 13. ARCHITECT OR ENGINEER AND INSPECTOR SHALL BE NOTIFIED FOR I. ALL CELLS SHALL FILLED SOLIDLY WITH GROUT. GROUT SHALL BE WELDING, IN ACCORDANCE WITH C.B.C. CHAPTER 17. MANUFACTURER'S SPECIFICATIONS AND ERECTION LAYOUT, AS WELL AS FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OF COMPLY WITH THESE REQUIREMENTS. REINFORCING INSPECTION 24 HOURS, MINIMUM, PRIOR TO PLACING ANY IT WORKABLE MIX SUITABLE FOR PUMPING WITHOUT SEGREGATION AND REQUIREMENTS SET FORTH IN THESE STRUCTURAL DRAWINGS. CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONCRETE. SHALL BE THOROUGHLY MIXED. GROUT SHALL BE PLACED BY PUMPING 4. FABRICATED, ERECTED A ALL STRUCTURAL STEEL SHALL BE F D WELDING IN N CTION MEANS A SOLELY RESPONSIBLE FOR CONSTRUCTION WORK AND SHALL BE CONSTRUCTION OF ALL FORMS. FORMS SHALL ALSO BE ADEQUATELY HOD AND SHALL BE P LACED BEFORE ALTERNATE METL OR AN APPROVEDii. FOR STRUCTURAL STEEL ACCORDANCE WITH A.I.S.C. SPECIFICATIONSORAL ACCORDSPECIFICALLY NO HOLES SHALL BE CUT INTO STEEL DECKING UNLESS METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. BRACED AND SHORED. 14, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT/ENGINEER PRIOR INITIAL SET OR HARDENING OCCURS. GROUT SHALL BE CONSOLIDATED BUILDINGS (A.I.S.C. 360-05) AND CODE OF STANDARD PRACTICE FOR NOTED OR DETAILED OTHERWISE, SEE STRUCTURAL DETAILS. TO PLACING SLEEVES, PIPES, DUCTS, CHASES, CORING AND OPENINGS ON BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER STEEL BUILDINGS AND BRIDGE (A.I.S.C. 303-05). 10. INSPECTION AND APPROVAL FOR FABRICATOR'S SHOPS USED FOR 2. SHORE BEAMS WHERE NECESSARY TO MAINTAIN THE STRUCTURAL INTEGRITY OR THROUGH STRUCTURAL CONCRETE BEAMS, WALLS, FLOORS AND ROOF EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE WORKABILITY IS 12. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT EACH NTS FABRICATION OF STRUCTURAL LOAD BEARING MEMBERS, COMPONENTS, OF THE EXISTING STRUCTURE. AILED OR NOTED. AL L PIPES OR SPECIFICALLY DETAILED SLABS UNLESS SPE SECTION OF A WALL S HALL BE TING OF ANY S T. THE GROUTING LOST. 5. T BY QUALIFIED AND CERTIFIED WELDERS. ALL WELDING SHALL BE DONE Q A GOOD FUSION TO THE SUPPORTING END AN D SIDE JOINTS AND HAVE MATERIALS OR ASSEMBLIES SHALL CONFORM TO C.B.C. SECTION 1704.2. CONDUITS PASSING THROUGH CONCRETE MEMBERS SHALL BE SLEEVED WITH COMPLETED IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE MEMBERS. 3. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES BETWEEN THE STANDARD STEEL PIPES. SEE DETAIL FOR SLEEVE AT FOUNDATION. HOUR. 6. NO FIELD WELDING PERMITTED, UNLESS SPECIFICALLY NOTED OTHERWISE. A. LABELING (AS REQUIRED OR SPECIFIED) SHALL BE PROVIDED IN PLANS AND EXISTING STRUCTURE. J. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, 13. ELECTRODES E60 OR E70 WITH A MINIMUM SIZE OF 1/8". ACCORDANCE WITH C.B.C. SECTION 1703.5. 15. FORMWORK DESIGN AND REMOVAL SHALL CONFORM TO C.B.C. SECTION HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING 7. SHOP DRAWINGS FOR THE FABRICATION OF ANY STRUCTURAL STEEL SHALL B. EVALUATION AND FOLLOW-UP INSPECTION SERVICES (AS REQUIRED OR 4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND LOCATION OF ALL 1906. THE POUR OF GROUT APPROXIMATELY 1 1/2" ABOVE OR BELOW A BED BE APPROVED BY CONTRACTOR AND SUBMITTED TO ARCHITECT OR 14. FOR WELDING OF STRUCTURAL SHEET STEEL, WELDER QUALIFICATION SPECIFIED), SHALL CONFORM TO C.B.C. SECTION 1703.7. SHORING. JOINT. ENGINEER FOR HIS REVIEW, PRIOR TO FABRICATION. REQUIREMENTS, WELDING PROCEDURES AND WELDING ELECTRODES SHALL 16. VIBRATE ALL CONCRETE (INCLUDING SLABS ON GRADE) AS IT IS PLACED, K. ALL REINFORCING SHALL BE IN PLACE AND SECURED PRIOR TO CONFORM TO C.B.C. SECTION 2209 AND A.W.S. D1.3-08. 11. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION WITH A MECHANICAL VIBRATOR OPERATED BY EXPERIENCED PERSONNEL. GROUTING. REINFORCEMENT SHALL BE PLACED AND SECURED IN 8. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED NOT COVERED BY THESE DRAWINGS AND GENERAL NOTES. FOUNDATION NOTES THE VIBRATOR SHALL BE USED TO CONSOLIDATE THE CONCRETE, NOT CONFORMANCE WITH A.C.I. 530-05/A.S.C.E. 5-05/T.M.S. 402-05 THROUGH STRUCTURAL STEEL MEMBERS. BURNING OF HOLES IS NOT 15. CONTINUOUS INSPECTION IS REQUIRED FOR STEEL DECKING WELDING. TRANSPORT IT. REINFORCING AND FORMS SHALL NOT BE VIBRATED. SECTION 1.13. PERMITTED. 12, THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR 1. BASIS: SOILS ENGINEERING REPORT BY GEOSOLUTIONS, INC., PROJECT NO. 16. GALVANIZING SHALL CONFORM TO A.S.T.M. A924. ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF SL06728-1 DATED JULY 16, 2008. 17. FORM REMOVAL: REMOVE FORMS IN ACCORDANCE WITH THE FOLLOWING 6. REINFORCING BARS LARGER THAN #8 ARE NOT PERMITTED UNLESS 9. ALL STRUCTURAL STEEL SHALL BE PAINTED ONE SHOP COAT AND FIELD THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. SCHEDULE: SPECIFICALLY DETAILED OR NOTED OTHERWISE. TOUCHED -UP, AS NECESSARY, WITH APPROVED "ZINC RICH" OR OTHER 2. ALLOWABLE SOIL BEARING PRESSURE: HIGH QUALITY EXTERIOR PRIMER. OPEN WEB STEEL JOIST AND GIRDER NOTES: A\ 13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE PROPER SIDE FORMS FOOTINGS: MINIMUM 2 DAYS 7, SPECIAL INSPECTION (AS REQUIRED OR SPECIFIED) SHALL CONFORM TO ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION OF ALL DEAD LOAD PLUS LIVE LOAD: 2000 P.S.F. EDGE FORMS OF SLAB ON GRADE, STRIP is MINIMUM 1 DAY C.B.C. CHAPTER 17. 10. ALL BOLTS SHALL CONFORM TO A.S.T.M., A-307 (U.O.N,) 1. OPEN WEB STEEL JOISTS SHALL BE ENGINEERED AND FABRICATED IN STRUCTURAL AND FINISH MATERIALS. THIS SHALL INCLUDE ANY NECESSARY 3. UNEXPECTED SOIL CONDITIONS: ALLOWABLE VALUES AND FOUNDATION 18. CONCRETE SHALL NOT FREE FALL MORE THAN SIX FEET. USE TREMIE, 'A.W.S. ACCORDANCE WITH THE 2007 CALIFORNIA BUILDING CODE CHAPTER 22, PRE -LOADING OF THE STRUCTURE TO DETERMINE FINAL POSITION OF THE 8. AT ALL SPLICES IN REINFORCING (STAGGER SPLICES), LAP (MIN.) BARS AS 11. ALL WELDING SHALL CONFORM TO D1.1 AND D1.8' SPECIFICATIONS SECTION 2206 AND THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE COMPLETED WORK. DESIGN ARE BASED UPON SOIL CONDITIONS SHOWN BY TEST BORINGS. PUMP OR OTHER APPROVED METHODS. FOLLOWS: FOR WELDING. (E-70XX ELECTRODES). ( SJI) . THE MANUFACTURER SHALL DESIGN JOISTS AND GIRDERS FOR ACTUAL SOIL CONDITIONS WHICH DEVIATE APPRECIABLY FROM THAT SHOWN IN THE TEST BORINGS SHALL BE REPORTED TO THE PROJECT SOILS 19. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM UNIFORM LOADS SHOWN, PLUS ADDITIONAL CONCENTRATED LOADS, AXIAL 14, OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF #3 - 16" #6 - 30" 12. ALL HEADED STUDS (FOR CONCRETE ANCHORAGE) SHALL BE MANUFACTURED LOADS, ETC. AS NOTED ON THE FRAMING PLANS. ARCHITECT AND/OR ENGINEER (SUPPORT SERVICES) SHALL NOT INCLUDE ENGINEER IMMEDIATELY. OF 5 DAYS AFTER PLACEMENT. #4 - 20" #7 - 35" BY 'NELSON' OR APPROVED EQUAL. INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, NOR CONSTRUCTION 4. SEE SOILS OR FOUNDATION INVESTIGATION FOR COMPACTION, FILL, 20. CONTRACTOR MAY USE CONCRETE ADMIXTURES AS A CONSTRUCTION MEANS #5 - 25" #8 - 40" 2. JOIST MANUFACTURER TO DESIGN AND FURNISH BRIDGING AND OR BRACES PROCEDURES, TECHNIQUES OR METHODS. ANY SUPPORT SERVICES BACKFILLING, AND SITE PREPARATION REQUIREMENTS AND PROCEDURES. AND METHODS TO EXECUTE "CONTACT OR CONSTRUCTION DOCUMENTS". USE 13. NOT INDICATED USE 'AWS' MINIMUM SIZE WHERE FILLET WELD SIZE IS N FOR JOISTS AND GIRDERS AS REQUIRED. PERFORMED BY ARCHITECT OR ENGINEER DURING ANY PHASE OF OF ADMIXTURE IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 9. THE MINIMUM RADIUS OF BEND FOR REINFORCING STEEL (MEASURED ON BASED ON THE THICKNESS OF THE THICKER PART BEING WELDED, AS CONSTRUCTION, SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED 5. EXCAVATE TO REQUIRED DEPTHS AND DIMENSIONS (AS INDICATED IN THE INSIDE OF THE BAR) SHALL BE AS FOLLOWS: FOR STRUCTURAL STEEL BUILDINGS SPECIFIED IN A.I.S.C. SPECIFICATIONSSEE INSPECTION SERVICES (AS REQUIRED BY ANY REGULATING GOVERNMENTAL DRAWINGS AND PROJECT SOILS REPORT), CUT SQUARE AND SMOOTH WITH 21. MIX DESIGNS SHALL BE PREPARED BY AN APPROVED TESTING LABORATORY, (A.I.S.C. 360-05), SECTION J2.2. 3. FLOOR TOTAL LOAD DEFLECTION SHALL BE LIMITED TO L/240 AND LIVE AGENCY, e.g. LOCAL BUILDING DEPARTMENT) PROVIDED BY OTHERS. THESE FIRM LEVEL BOTTOMS. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE SIGNED BY A LICENSED ENGINEER AND SHALL BE SUBMITTED TO THE #3 - 1 1/8" #6 - 2 1/4" LOAD DEFLECTION TO L/360 SUPPORT SERVICES, WHETHER OF MATERIAL OR WORK, ARE PERFORMED FOUNDATION AT LOWER ELEVATION AND PREVENT DISTURBING OF SOILS PROJECT STRUCTURAL ENGINEER OF RECORD FOR APPROVAL. #4 - 1 1/2" #7 - 2 5/8" 14. ALL BUTT WELDS TO BE FULL PENETRATION, UNLESS SPECIFICALLY NOTED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT AROUND HIGHER ELEVATION. PROJECT SITE AT #5 - 1 7/8" #8 - 3° OTHERWISE. 4. THE STEEL JOIST AND GIRDER MANUFACTURER SHALL SUBMIT ERECTION GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED SHALL BE POURED IN NEAT EXCAVATIONS, WITHOUT SIDE FORMS 22. ONLY ONE GRADE OF CONCRETE SHALL BE ALLOWED ON ANY ONE TIME. BLOCK CONSTRUCTION SHALL HAVE 15. WELDER QUALIFICATION REQUIREMENTS, WELDING PROCEDURE AND WELDING DRAWINGS AND STAMPED CALCULATIONS BY A LICENSED CIVIL OR AS SUPERVISION OF CONSTRUCTION. 6. FOOTINGS 10. ALL ANCHOR BOLTS USED IN CONCRETE ELECTRODES FOR ALL STRUCTURAL STEEL (EXCEPT STRUCTURAL SHEET STRUCTURAL ENGINEER TO THE ENGINEER OF RECORD FOR REVIEW. WHENEVER POSSIBLE. A MINIMUM TOTAL EMBEDMENT AS FOLLOWS: 23. UNLESS SPECIFICALLY DETAILED OR NOTED OTHERWISE, CONSTRUCTION AND STEEL, SEE STEEL DECKING) SHALL CONFORM TO C.B.C, SECTIONS 1704.3.2 15. PROVIDE OPENINGS AND SUPPORTS AS REQUIRED PER TYPICAL DETAILS AND 7. CARRY ALL FOUNDATIONS TO REQUIRED DEPTHS INTO COMPACTED FILL OR CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE SLABS, AND SHALL 5/8" DIA OR SMALLER- -- -- - -4' AND 2204.1. 5. JOISTS SHALL BE DESIGNED FOR AN ADDITIONAL 500 LBS. CONCENTRATED NOTES FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, VENTS, NATURAL SOIL (AS PER STRUCTURAL PLANS AND DETAILS, AND PROJECT BE LOCATED SUCH THAT THE AREA WITHIN JOINTS DOES EXCEED 375 SQ. LOAD AT ANY ONE PANEL POINT. DUCTS, PIPING, ETC. ALL MECHANICAL, PLUMBING AND ELECTRICAL SOILS REPORT). FT., AND IS ROUGHLY SQUARE. 3/4" DIA----------------------5„ - ---6° 16. PROVIDE HOT DIP GALVANIZING OR 3" MINIMUM CONCRETE COVER AROUND EQUIPMENT SHALL BE PROPERLY "SWAY BRACED" AGAINST LATERAL FORCES. 7/8" DIA------- - -- - ALL STRUCTURAL STEEL BELOW GRADE. 8. FOUNDATIONS SHALL NOT BE POURED UNTIL ALL REQUIRED REINFORCING A. FOR ALL STRUCTURAL SLABS (SUSPENDED OR ONGRADE) WHERE LOCATION OF ALL CONSTRUCTION/CONTROL JOINTS, OTHER THAN THOSE 6. GIRDERS SHALL BE DESIGNED FOR AN ADDITIONAL 1000 LBS. CONCENTRATED LOAD AT ANY ONE PANEL POINT. 16. THESE NOTES, DETAILS, DRAWINGS AND SPECIFICATIONS (CONTRACTS STEEL, SLEEVES, INSERTS, CONDUITS, PIPES, ETC. AND FORMWORK IS ARCHITECTURAL "EXPOSED" CONDITIONS ARE DESIRED, GENERAL ii. 17. STRUCTURAL STEEL EMBEDDED INTO CONCRETE OR MASONRY SHALL BE CONSTRUCTION DOCUMENTS) DO NOT CARRY NECESSARY PROVISIONS FOR PROPERLY PLACED AND INSPECTED BY THE LOCAL BUILDING CONTRACTOR SHALL PROVIDE CONTROL JOINT LAYOUT FOR REVIEW BY SPECIFIED, SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO UNPAINTED. CONSTRUCTION SAFETY. THESE DOCUMENTS AND ALL PHASES OF OFFICIAL/INSPECTOR. ARCHITECT OR ENGINEER. PLACEMENT. 7. ALIGN JOIST PANEL POINTS TO FACILITATE DUCT PASSAGE WHERE REQUIRED CONSTRUCTION HEREBY CONTEMPLATED ARE TO BE GOVERNED, AT ALL 12. UNLESS SPECIFICALLY DETAILED OR NOTED OTHERWISE, VERTICAL CONTROL BY THE ARCHITECTURAL OR MECHANICAL DRAWINGS. TIMES, BY APPLICABLE PROVISIONS OF THE CURRENT CALIFORNIA 9, THE SIDES AND BOTTOMS OF EXCAVATIONS WHICH ARE TO HAVE CONCRETE 24. EVERY OPENING (EXCEEDING 24" IN EITHER DIRECTION) SHALL HAVE A CONCRETE BLOCK WALLS, AND SPACED LIGHT WEIGHT STRUCTURAL STEEL FRAMING OCCUPATIONAL SAFETY AND HEALTH ACT. CONTACT MUST BE MOISTENED SEVERAL TIMES JUST PRIOR TO POURING MINIMUM OF 2 #5 (U.O.N) DIRECTLY ADJACENT TO ALL SIDES AS WELL AS JOINTS SHALL BE PROVIDED IN ALL T BUT NOT GREATER APPROXIMATELY EQUAL TO WALL HEIGHT, ( 8. SPRINKLER BRANCH LINE ALIGN JOIST PANEL POINTS TO FACILITATE SPR UPON THEM. TOP AND BOTTOM (UNLESS AT FOUNDATION). REINFORCING BARS SHALL AT A DISTANCE 1. ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, 17. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF FEDERAL, OPENING. THAN 24' O.C.). CONTROL JOINTS SHALL EXTEND FULLHEIGHT OF WALL. SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS AND SHALL PASSAGE. STATE AND LOCAL LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, 10. DE -WATER FOOTINGS, AS REQUIRED, MAINTAIN DRY WORKING EXTEND A MINIMUM OF 24" PAST EDGE OF CONTROL JOINTS SHALL NOT BE REQUIRED WHEN WALL LENGTH DOES NOT O MANUFACTURED BY DIETRICH INDUSTRIES, INC., OR CEMCO OR APPROVED THE MOST STRINGENT SHALL GOVERN. ,TO CONDITIONS. 25. DOWEL ALL CONCRETE WALLS AND COLUMNS TO SUPPORTING CONCRETE EXCEED 1.5 TIMES THE WALL HEIGHT. EQUAL. 9. JOIST MANUFACTURER TO DESIGN THE JOISTS (AND GIRDERS) FOR ANY WITH BARS OF THE SAME SIZE AND SPACING AS VERTICAL BARS IN WALL ONE STORY OR TALLER) SHALL BE SECURELY A. ALL STUDS AND/OR JOIST, ACCESSORIES AND COMPONENTS SHALL MECHANICAL UNITS SHOWN WITH WEIGHTS GREATER THAN 500 LBS. 18. REFER TO ARCHITECTURAL DRAWINGS TO COORDINATE WITH STRUCTURAL 11. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY AND COLUMNS. SEE NOTE #8 FOR LAP LENGTH. DO NOT "HICKEY" BARS. 13. CONCRETE BLOCK WALLS (OF CONFORM TO C.B.C. SECTION 2210 AND HAVE A MINIMUM YIELD DRAWINGS. ANY DISCREPANCY BETWEEN THESE DRAWINGS SHALL BE E PROJECT SOILS ENGINEER, PRIOR TO FORMING AND PLACEMENT OF BRACED AND SHORED, BY PROJECT CONTRACTOR, DURING ALL PHASES OF STRESS FY OR 33 K.S.I. 50 K.S.I. WHERE SPECIFICALLY NOTED OR ( ) REFERRED TO THE ARCHITECT ENGINEER FOR CLARIFICATION BEFORE REINFORCING OR CONCRETE. ALL DOWELS SHALL BE VERTICAL. CONSTRUCTION. DETAILED). 10. JOIST MANUFACTURER TO ADD THE WEIGHT OF ANY SPRINKLER MAINS, 3" START OF CONSTRUCTION. SHALL BE A MINIMUM OF 2 #5 AND GREATER, TO THE JOISTS AND AFFECTED GIRDER PANEL POINTS. 26. AT THE END, AS WELL AS TOP, OF WALLS 14. WHEN AMBIENT TEMPERATURE FALLS BELOW 407, CONSTRUCTION SHALL 2 ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO 19. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONCRETE CONTINUOUS (U.O.N). CONFORM TO C.B.0 SECTION 2104.3 PERPENDICULAR MEMBERS, OR AS REQUIRED FOR AN ANGULAR FIT AGAINST 20. DRAWINGS (NOTES, SCHEDULES, DETAILS AND PLANS) SHALL HAVE 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH 27. CONCRETE STRENGTH SHALL BE VERIFIED BY STANDARD CYLINDER TESTS (IN 15. WHEN AMBIENT TEMPERATURE FALLS EXCEEDS 907, CONSTRUCTION SHALL ABUTTING MEMBERS. PRECEDENCE OVER STRUCTURAL CALCULATIONS. (f'c) OF 3,000 P.S.I. AT 28 DAYS. ALL CONCRETE SHALL BE REGULAR ACCORDANCE WITH C.B.C. SECTION 1905) MADE BY AN APPROVED TESTING CONFORM TO C.B.0 SECTION 2104.4 3. ALL COMPONENTS SHALL BE SECURELY FASTENED TOGETHER. WEIGHT (UNLESS SPECIFICALLY NOTED OTHERWISE). LABORATORY. - FASTENING SHALL BE WITH SELF -DRILLING SCREWS AND WELDS. 21. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT -SCREW AND WELD SIZE, TYPE, LOCATION AND SPACING SHALL BE FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES 2 ALL CONCRETE WORK SHALL COMPLY WITH C.B.C. CHAPTER 19 AND A.C.I. REINFORCING STEEL AS PER MANUFACTURER'S REQUIREMENTS, EXCEPT WHERE SPECIFICALLY OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME 318-OS AND LATEST EDITION OF A.C.I. MANUAL OF CONCRETE PRACTICE. CONCRETE BLOCK CONSTRUCTION NOTED OR DETAILED OTHERWISE ON APPROVED WORKING DRAWINGS. CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. 1. ALL REINFORCING STEEL SHALL BE DEFORMED INTERMEDIATE GRADE BARS -WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. 3. SPECIAL INSPECTION (AS REQUIRED OR SPECIFIED) SHALL CONFORM TO 1. CONCRETE BLOCK UNITS (AS REFERENCED IN CHAPTER 21, C.B.C.: CONFORMING TO A.S.T.M. A615, GRADE 60 (Fy = 60 K.S.I.) UNLESS 22. CONTRACTOR SHALL HAVE A COPY OF PROJECT SOILS/GEOTECHNICAL/ GROUTED HOLLOW -UNIT MASONRY, LOAD -BEARING CONCRETE MASONRY OTHERWISE NOTED. 4. WELDING SHALL COMPLY WITH CURRENT 'AWS' PRACTICE. ALL WELDS FOUNDATION INVESTIGATION ON THE JOB SITE. C.B.C. CHAPTER 17. UNITS) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'm) OF 1500 SHALL BE TOUCHED UP WITH ZINC 'RICH' PAINT. PORTLAND CEMENT TYPE I OR II AND SHALL CONFORM P.S.I. ALL CONCRETE BLOCK CONSTRUCTION SHALL BE SOLID GROUTED 2. REINFORCING STEEL SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED 23. A.S.T.M. DESIGNATION AND ALL STANDARDS REFER TO THE LATEST 4. CEMENT SHALL BE TO A.S.T.M. C150. AND CONFORM TO C.B.C. 2105.2.2.1.2 OTHERWISE. 5. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO FLANGES AMENDMENTS. A. A.A.C. (AUTOCLAVED AERATED CONCRETE) MASONRY UNITS AND 3. WELDING OF REINFORCING STEEL (WHERE SPECIFICALLY NOTED OR OF BOTH UPPER AND LOWER RUNNERS. 24. THESE STRUCTURAL "CONTRACT OR CONSTRUCTION DOCUMENTS" SHALL NOT 5. AGGREGATES SHALL CONFORM TO A.S.T.M. C33. CONSTRUCTION ARE NOT ALLOWED. DETAILED) SHALL CONFORM TO A.C.I. 318-05, SECTION 3.5.2 AND A.W.S. 6. SPLICES IN STUDS SHALL NOT BE PERMITTED. BE MODIFIED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 6. WHERE NOT SPECIFICALLY DETAILED, THE MINIMUM CONCRETE COVER ON D1.3. WELDED REBAR SHALL BE LOW -ALLOY STEEL CONFORMING TO REINFORCING STEEL SHALL BE: 2. CONCRETE BLOCK MASONRY UNITS: A.S.T.M. A706. 7. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS. 25. ONLY "APPROVED" STRUCTURAL WORKING DRAWINGS AND "CONTRACT OR 11 FORM TO C B (SECTION 2103 1 AND A S T M C90 HOLLOW LOAD 4 TO HOLD REINFORCING BARS IN THEIR TRUE POSITION AND PREVENT CONSTRUCTION DOCUMENTS ARE PERMITTED TO BE USED FOR A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH OR A. CON 1 8. PROVIDE JOIST BRIDGING AS PER MANUFACTURERS REQUIREMENTS. CONSTRUCTION ON THIS PROJECT. ALL OTHER DRAWINGS OR DOCUMENTS WEATHER: 3" BEARING CONCRETE MASONRY UNITS. DISPLACEMENT, STANDARD TIE AND ANCHORAGE DEVICES MUST BE 1 la ff ARE OBSOLETE AND ARE NOT PERMITTED ON THE JOB SITE, NOR SHALL B. CONCRETE PLACED AGAINST FORMS, BUT EXPOSED TO EARTH OR B. OPEN-END MASONRY UNITS (SPEED BLOCK) ARE ACCEPTABLE (EXCEPT PROVIDED. PLACING OF REINFORCEMENT SHALL CONFORM TO C.B.C. THEY BE USED FOR ANY CONSTRUCTION PURPOSES. CONTRACTORS USING WEATHER: 2" FOR ARCHITECTURALLY EXPOSED CONDITIONS). SECTION 1907.5. 9. COMPONENTS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY UNAPPROVED DRAWINGS OR DOCUMENTS ARE SOLELY RESPONSIBLE FOR FASTENED. C. SLABS, WALL &JOISTS, NOT EXPOSED TO EARTH OR WEATHER: C. MEDIUM -WEIGHT AGGREGATE. 5. SHOP DRAWINGS FOR FABRICATION OF ANY REINFORCING STEEL SHALL BE ALL WORK NOT PERFORMED IN ACCORDANCE WITH THE "APPROVED" 3/4" DRAWINGS. D. BEAMS, GIRDERS & COLUMNS, NOT EXPOSED TO EARTH OR 3. MORTAR: APPROVED BY CONTRACTOR AND SUBMITTED TO ARCHITECT OR ENGINEER, 10. ALL JOISTS AND STUDS SHALL BE BRACED AT 48" O.C, (MAX.) AS PER i 'iilfi FOR HIS REVIEW, PRIOR TO FABRICATION. MANUFACTURER'S REQUIREMENTS, SEE STRUCTURAL DETAILS. 11 EXCEPT WHERE SEE ARCHITECTURAL DRAWINGS FOR ALL FIRE PROTECTION REQUIREMENTS. WEATHER: 1 1/2 A. MORTAR SHALL CONFORM TO C.B.C. SECTION 2103.8 OR A.S.T.M. C270, BOTH SIDES ARE SHEATHED FOR ENTIRE LENGTH) WITH 5/8 GYPSUM BUILDING DIVISION 26. UNLESS MORTAR FOR UNIT MASONRY. 6. REFER TO CONCRETE AND CONCRETE BLOCK NOTES FOR MINIMUM SPLICE BEND, OF REINFORCING STEEL. WALL BOARD. CITY OP AN LUISS OBI PO 7. REINFORCING BARS LARGER THAN #8 ARE NOT PERMITTED B. MORTAR SHALL BE TYPE 'M' OR 'S' AND SHALL BE LENGTH AND MINIMUM RADIUS OF SPECIFICALLY DETAILED OR NOTED OTHERWISE. PROPORTIONED IN CONFORMANCE WITH C.B.C. TABLE 2103.8(i) OR 11. CEILING ROOF & SOFFIT JOISTS SHALL HAVE A MIN. OF 10" UNPUNCHED 7 STAGGER SPLICES IN REINFORCING STEEL, UNLESS SPECIFICALLY NOTED STEEL AT ALL END SUPPORTS. MORTAR PROPERTIES SHALL CONFORM TO C.B.C. TABLE 2103.8(2) OTHERWISE. C. MORTAR SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 1800 P.S.I. AT 28 DAYS. REVISIONS BY i CITY PLAN CHECK L&S O6 15 09 x Sz o��a3coz a �z ? �z3�wUwww zgoFowmzra� aOpUzO¢OZw3 NTUIiWK2 QWW a !¢(�Uw WN2hm� .mow 42�Dx4ia zaz ?wo w aw�pzax¢ xz_w�'-O�iw a=oowa ,z�z¢ozorc M- o z¢¢-oN 00�3�N z WWy�Vdw(] wwx Ny3u�zo3w�F� w�tt�oZ�Z��.+wo �on000w5¢a000 ~5� O rr`'w7+ O o _ H M ^ O m 00 I N ti Q _ O 7 I - V �i W M U Lo � W O 7 a� �� m L0 ti F� _ 0-o 'o �T o m z X N ¢zOT� a a 5 � I� Lc) 1 CID 1� QROFESS Ip� O EL F w A N 470 Exp. 30/09 31,9T I V 1 �- OFy�s F f CALIF 06 15 09 v L w o � a L LO W O M DATE 01/22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET si *0 OF SHEETS 59Y,2 a wYt• ' 4 l •.. Y 51 ki ...N �p `4v. I I SPECIAL INSPECTION A. SPECIAL INSPECTION GENERAL NOTES 1. ALL SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH C.B.0 SECTION 1704 AND 1705. 2. WHERE SPECIAL INSPECTION IS REQUIRED, ALL INSPECTION OR TESTING SHALL BE PROVIDED BY AN "APPROVED AGENCY" IN ACCORDANCE WITH C.B.C. SECTION 1702.1, 1703.1 AND 1704.1. 3. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ARCHITECT OR ENGINEER. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE E NOT CORRECTED THE DISCREPANCIES CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ARCHITECT OR ENGINEER PRIOR TO THE COMPLETION OF THAT PHASE OF WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. 4. SPECIAL INSPECTORS SHALL BE APPROVED BY LOCAL BUILDING OFFICIAL IN ACCORDANCE WITH C.B.C. SECTION 1704.1. 5. SEE ARCHITECTURAL DRAWINGS FOR SPRAYED FIRE-RESISTANT REQUIREMENTS. A. SPECIAL INSPECTION MAY BE REQUIRED IN ACCORDANCE WITH C.B.C. SECTION 1704.10 AND 1704.11. B. SPECIAL INSPECTION MAY BE REQUIRED FOR SMOKE CONTROL SYSTEMS IN ACCORDANCE WITH C.B.0 1704.14. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SPECIAL INSPECTION REQUIREMENTS. A. SPECIAL INSPECTION MAY BE REQUIRED IN ACCORDANCE WITH C.B.C. SECTION 1707.8, 1707.9, 1707.10 AND 1708.5. B. SPECIAL INSPECTION MAY BE REQUIRED FOR SMOKE CONTROL SYSTEMS IN ACCORDANCE WITH C.B.0 1704.14. 7. SEE PROJECT SOILS REPORT FOR ALL SPECIAL INSPECTION REQUIREMENTS FOR EXISTING SOILS CONDITIONS, FILL PLACEMENT AND LOAD -BEARING REQUIREMENTS. A. SPECIAL INSPECTION MAY BE REQUIRED IN ACCORDANCE WITH C.B.C. SECTION 1704.7 AND TABLE 1704.7. B. STEEL CONSTRUCTION (1)(2) VERIFICATION AND INSPECTION ICONTINUOUSI PERIODIC I REMARKS HIGH STRENGTH BOLTING 1. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN APPROVED X CONSTRUCTION DOCUMENTS. 2. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X 3. INSPECTION OF HIGH STRENGTH BOLTING: -BEARING-TYPE CONNECTION. X SEE CBC SECTION 1704.3.3. 4. INSPECTION OF HIGH STRENGTH BOLTING: -SLIP CRITICAL CONNECTION. X X SEE CBC SECTION 1704.3.3. WELDING - STRUCTURAL STEEL (3) 5. COMPLETE AND PARTIAL PENETRATED GROOVE WELDS. X 6. MULTIPASS FILLET WELDS. X 7. SINGLE -PASS FILLET > 5i6". X 8. SINGLE -PASS FILLET < V16". X 9. FLOOR AND ROOF DECKS. X WELDING - REINFORCED STEEL 10. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. X 11. BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR X REINFORCEMENT. 12. SHEAR REINFORCEMENT. X 13, OTHER REINFORCING STEEL. X STEEL FRAME 14, STEEL FRAME JOINT DETAIL COMPLIANCE. X r SEE NOTE 4. NOTES: 1. SEE CBC SECTION 1707.3 AND 1707.2. 2. SEE CBC TABLE 1707.3. 3. EXCEPTION FOR WELDING : THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF THE WORK; PERIODIC INSPECTIONS ARE MADE OF THE WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. A. SINGLE -PASS FILLET WELDS NOT EXCEEDING 51'6" IN SIZE. B. FLOOR AND ROOF DECK WELDING. C. WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM. D. WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS. E. WELDING OF STAIRS AND RAILING SYSTEMS. 4. THE SPECIAL INSPECTOR SHALL PERFORM AN INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS, SUCH AS BRACING, STIFFENING, MEMBEF LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. 8. SEE ARCHITECTURAL DRAWINGS FOR SPECIAL INSPECTION FOR EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS), STORAGE RACKS AND ACCESS FLOORS, AND ARCHITECTURAL COMPONENTS. A. SPECIAL INSPECTION MAY BE REQUIRED IN ACCORDANCE WITH C.B.C. SECTION 1704.12, 1707.6 AND 1707.7. 9. LOCAL BUILDING OFFICIALS MAY REQUIRE SPECIAL INSPECTION FOR "SPECIAL CASES" IN ACCORDANCE WITH C.B.C. SECTION 1704.13. 10. CONTRACTOR'S RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN SEISMIC FORCE -RESTS - TING SYSTEM DES IGNATED SEI SMIC SYSTEM OR A SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; C. PROCEDURES FOR EXERCISED CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND 'THEIR POSITION(S) IN THE ORGANIZATION. 11. SPECIAL INSPECTION MAY BE REQUIRED FOR INSTALLATION OF ANCHORS INTO HARDENED CONCRETE, AS PER APPROVED I.C.C. REPORT. 12. SPECIAL INSPECTION FOR W.S.M.F. (AS REQUIRED), SEE W.S.M.F. NOTES AND DETAILS, SHEET S5.1. C. CONCRETE CONSTRUCTION (1)(2) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REMARKS 1. INSPECTION OF REINFORCING STEEL PLACEMENT. X SEE NOTE 2. 2. INSPECT BOLTS TO BE INSTALLED IN CONCRETE SEE CBC SECTION PRIOR TO AND DURING PLACEMENT OF CONCRETE X 1911.5. WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 3. VERIFYING USE OF REQUIRED DESIGN MIX. X 4. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, X SEE NOTE 4. PERFORM SLUMP AND AIR CONTROL TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 5. INSPECTION OF CONCRETE PLACEMENT FOR X PROPER APPLICATION TECHNIQUES. 6, INSPECTION FOR MAINTENANCE OF CURING, X SEE NOTE 5. TEMPERATURE & TECHNIQUES. 7. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS X FROM BEAMS AND STRUCTURAL SLABS. B. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING X FORMED. NOTES: 1. SEE CBC SECTION 1704.4 AND TABLE 1704.4. 2. SEE CBC SECTION 1708.3 FOR SHEARWALL BOUNDARY REINFORCEMENT REQUIREMENTS. 3. SPECIAL INSPECTION NOT REQUIRED FOR 3 STORY OR LESS BLDG. SUPPORTED BY ROCK OR EARTH FOR TF FOLLOWING: A. ISOLATED SPREAD FOOTINGS. B. CONTINUOUS CONCRETE FOOTINGS. C. NONSTRUCTURAL CONCRETE SLAB ON GRADE. 4. TEST CYLINDERS/SPECIMENS A. CONCRETE STRENGTH SHALL BE VERIFIED BY STANDARD CYLINDER TESTS (IN ACCORDANCE WITH C.B.C. SECTION 1905) MADE BY AN APPROVED TESTING LABORATORY. CONTRACTOR SHALL MAINTAIN COPIES OF TEST REPORTS AT JOB SITE AND AVAILABLE FOR REVIEW AND INSPECTION BY BUILDING OFFICIALS. MAKE 3, MINIMUM TEST CYLINDERS FOR EACH DAY'S POUR. TEST EACH BATCH OF CYLINDERS AS FOLLOWS: 1 AT 7 DAYS, AND 2 AT 28 DAYS. B. SEE ALSO REQUIREMENTS A.C.I. SECTION 5.6. 5. SEE A.C.I. 5.11 THRU 5.13 D. SPECIAL CASES 0 VERIFICATION AND INSPECTION ICONTINUOUSI PERIODIC REMARKS EPDXY INSTALLATION INTO HARDENED CONCRETE X N SET-XP SIM1. ICC SR 2508) (ICC E E. COLD -FORMED STEEL FRAMING (1) VERIFICATION AND INSPECTION ICONTINUOUS PERIODIC REMARKS 1. SEISMIC -FORCE -RESTRAINING SYSTEMS. X SEE NOTES 2&3. NOTES: 1. SEE CBC SECTION 1707.4 2. DURING WELDING OPERATIONS OF ELEMENTS OF THE SEISMIC -FORCE -RESTRAINING SYSTEM. 3. SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC -FORCE -RESISTING SYSTEM, INCLUDING STRUTS, BRACES, AND HOLD-DOWNS. SYMBOLS O O OIL HOLDOWN LOCATION - REFER TO HARDY FRAME SCHEDULE ROOF FRAMING, FLOOR FRAMING, OR FOUNDATION REFERENCE NOTE POST, COLUMN OR COLUMN FOOTING REFERENCE - REFER TO SCHEDULE DETAIL NUMBER REFERENCE SHEET NUMBER REFERENCE HARDY FRAME REFERENCE - REFER TO SCHEDULE HARDY FRAME PANEL - REFER TO SCHEDULE LIGHT GAGE STEEL STUD WALL 8" THICK C.M.U. WAINSCOTT WALL (N) FOUNDATION - REFER TO SCHEDULE AND REFERENCE NOTES (E) METAL BUILDING FOUNDATION ELEVATION REFERENCE BUILDING MATCH LINE ELEVATION REFERENCE WSMF ABBREVIATIONS ® AT A. B. ANCHOR BOLT ABV. ABOVE A.C.I. AMERICAN CONCRETE INSTITUTE A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION A.I.T.C. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALUM. ALUMINUM A.O.R. ARCHITECT OF RECORD A.P.B. ANTHONY POWER BEAM APPROX. APPROXIMATE(LY) ARCH. ARCHITECT, ARCHITECTURE A.S.T.M. AMERICAN SOCIETY OF TESTING AND MATERIALS ATR ALL THREAD ROD A.W.S. AMERICAN WELDING SOCIETY A.Y.C. ALASKAN YELLOW CEDAR BLDG. BUILDING BLK. BLOCK BLKD. BLOCKED BLKG. BLOCKING BM., BMS. BEAM, BEAMS B.O. BOTTOM OF BOT. BOTTOM BRIG. BEARING B/T BETWEEN BTR. BETTER C.A.C. CALIFORNIA ADMINISTRATIVE CODE CANT. CANTILEVER C.B.C. CALIFORNIA BUILDING CODE C.J. CONTROL JOINT C.J.P. COMPLETE JOINT PENETRATION CL CENTERLINE CLG. CEILING CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONC. BILK. CONCRETE BLOCK CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUE, CONTINUOUS C.O.S. CORNER OF STUD 0 DIAMETER d PENNY DBL. DOUBLE DCW DEMAND CRITICAL WELD DEF. DETAIL DEMO. DEMOLITION D.F. DOUGLAS FIR DIAG. DIAGONAL D.L. DEAD LOAD D.S.A. DIVISION OF STATE ARCHITECT DWGS. DRAWINGS EA. EACH ELEC. ELECTRIC, ELECTRICAL ELEV. ELEVATION EMBED. EMBEDDED, EMBEDMENT E.N. EDGE NAILING E.O.R. ENGINEER OF RECORD EQUIP. EQUIPMENT E.S. EXTRA STRONG E.W. EACH WAY EXIST., (E) EXISTING EXT. EXTERIOR FAB. FABRICATED FDN., FOUND. FOUNDATION F.F. FINISH FLOOR FUR. FLOOR F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.C.B. FACE OF CONCRETE BLOCK F.O.S. FACE OF STUD F.P. FULL PENETRATION FRMG. FRAMING FT. FOOT, FEET FTG. FOOTING GA. GAUGE G.L.B. GLU-LAMINATED BEAM GYP. BD. GYPSUM BOARD HDR. HEADER HD. HOLDOWN HOR., HORIZ. HORIZONTAL H.S.B. HIGH STRENGTH BOLT H.S.S. HOLLOW STEEL SECTION HT. HEIGHT I.B.C. INTERNATIONAL BUILDING CODE I.C.B.O. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.C.C. INTERNATIONAL CODE COUNCIL IN. INCH, INCHES INT. INTERIOR JST., JSTS. JOIST, JOISTS L.L. LIVE LOAD LTWT. LIGHTWEIGHT L.S.L.LAM INATED STRANDLUMBER L.V.L. LAMINATED VENEER LUMBER MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MFR. MANUFACTURED MIN. MINIMUM M.L. MICRO -LAM BEAM MTD. MOUNTED MTL. METAL (N) NEW N.T.S. NOT TO SCALE O.A. OVERALL O.C. ON CENTER O.S.B. ORIENTED STRAND BOARD O.S.H.P.D. OFFICE OF STATE HEALTH PLANNING AND DEVELOPMENT PEN. PENETRATION PL. PLATE PLYWD. PLYWOOD P.O.C. PORT ORFORD CEDAR P.S.I. POUNDS PER SQUARE INCH P.S.L. PARALLEL STRAND LUMBER (PARALAM) P.W. PUDDLE WELD Q.A. QUALITY ASSURANCE 0. C. QUALITY CONTROL RBS REDUCED BEAM SECTION RDWD. REDWOOD REBAR. REINFORCING BAR REINF. REINFORCEMENT RET. RETAINING REQ'D REQUIRED S.F. SQUARE FEET SHT. SHEET SHT'G SHEATHING SIM. SIMILAR SLRS SEISMIC LOAD RESISTING SYSTEM SQ. SQUARE S.S. SELECT STRUCTURAL STAGG'D STAGGERED STAND., STD. STANDARD STL. STEEL S.W. SLOT WELD SW STRONG WALL SSW STEEL STRONG WALL T&G TONGUE AND GROOVE T.O. TOP OF T.O.C. 10P OF CONCRETE T.O.F. TOP OF FOOTING T.O.S. TOP OF SLAB T.O.W. TOP OF WALL T.S. TUBE SECTION TYP. TYPICAL U.B.C. UNIFORM BUILDING CODE UNBLKD. UNBLOCKED U.O.N., U.N.O. UNLESS OTHERWISE NOTED U.R.M. UNREINFORCED MASONRY VERT. VERTICAL V.I.F. VERIFY IN FIELD W/ WITH WD. WOOD W.S.M.F. WELDED STEEL MOMENT FRAME WSS WELDED STEEL STUD WT. WEIGHT W.W.M. WOVEN WIRE MESH 'W JUL 0 8 2009 BUILDING DIVISION CITY OF SAN LUIS OBISP® REVISIONS BY CITY PLAN CHECK 1 L&S 06 15 09 2 `�36NQQWwpmlz w Wx=W-w Dz or-a��o 'zz D�z-zt+-OZd�� �Soo��mw��K ao�a�a�o~z3 N S w W d'I a KtJUw�'N2�m� O W O w w� z w Cia- a O�w1a�H��w�K w w� ott �w�z��woo ¢wc> axrc w UIF wOW WF-OU=w Z C K U a Za S¢ VioU��200a3�wo c�z oz¢nz rc �zo �Oonz, oO�N6 ZfYWY"Ww azyww Oo3WST� z� E w'�ma wz�a Z'nZ KZiwO To �ow �n000wo¢a000 � l ~� O o o / ) Ln < rn 04 Ln a I 04 (�KxV �tiy Eq U o In 4 d� n� CS 0 ° CD N00 W ly z � J O Q /q o co B14 � 1 QROFESS Ip� o < F LFS SMTFy�� g � NO. 470 Exp.9 0/09 ��3 qTF OF CA.�FO 06 15 09 w w W O � a w W O cD DATE 01/22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S 1 1 * OF SHEETS P I I 11 S5.1 GENERAL FOUNDATION NOTES: I. The foundation design is based on the minimum requirements outlined in the soils report prepared by GeoSolutions, Inc„ Project Number SLO6728-1, dated July 15, 2008. II. Prior to the Contractor requesting a Building Department Foundation Inspection, the Soils Engineer shall advise the Building Official in writing that: a. The building pad was prepared in accordance with the Soils Engineer's recommendations. b. The utility trenches have been properly backfilled and compacted. c. The foundation excavations comply with the Soils Engineer's recommendations. d. The soils expansion index is verified. III. Holdowns, anchor bolts, tiedown anchors, foundation straps, etc. shall be in place held by templates or wire ties, prior to concrete inspection. IV. See general structural notes for speaal ect' . e ft for foundation construction. IF I 0 REVISIONS BY CITY PLAN CHECK 1 L&S O6 15 09 r w p H 2 ¢NWW�2UZ,�J � oF-„w�tl¢vr 2 Z Sao �o�ow�� ���Nr FNAz Z �Z3�wowpw ttga�wwmzY'"ap JF UfiWK2UIWp QKU' UWaNZrmrW fia�dawwottwrn ��wvYttr�rwi,ia_¢ �'z z Zrn?w'o w xzOz�H rw-w�¢wx�ow�� zQ�0z¢�ai¢�o vio V, K 2 o o' T S w o 0Z.Z<WZ tt r-ZO OOO �,, zw� Oln n 7¢ U W W F w w n N r <M O Z U Z O W L Y w ¢�UUUYO> R w U Z Q 2 K W 4 0 , O W O ��IUTo,n�000wo¢a000 u 15� 0 O o T^ (�J N O W U� u77 a- (f) ,i m�C) C) >Ln Lij J O X Q Q za CL ^ Go�y 0 [ti U llC/) QROFESSIp� �a"��OCa�PEL E S'y/TF�� Exp.. 9/ 0/09 qTf OF CAL\FOFt 06 15 09 O � >Q� 0� c V L w 0 a Q � O W w O � O Cn DATE 01 /22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S2*0 OF SHEETS r r.. II .. i I Y 'T.. ,I P,I f Lk i... :aa S ,4. + ., ;.: ,.... . ,. ... ,,:. 1 y:. ,.: .• ,.. y .;.. , ;.,; ,'- ' '.,,:..�. .. ,.. , � a I � I tt ➢ ,., # .3.._. 'f _., 3. .4.. ,. iY. z%..,.. z,_i. ,r ,. 6 ¢ ,'T A,.v SCALE: 1/4"=1'-0" (VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PLANS) GENERAL FOUNDATION NOTES: FOUNDATION REFERENCE NOTES: I. The foundation design is based on the minimum requirements O1. outlined in the soils report prepared by GeoSolutions, Inc., Project Number SLO6728-1, dated July 16, 2008. II. Prior to the Contractor requesting a Building Department Foundation Inspection, the Soils Engineer shall advise the Building Official in writing that: General Typical Notes: See Structural Notes, sheet S-1.0 and S-1.1. A. All Concrete shall be 3,000 p.s.i. at 28 days. B. See Architectural drawings for all embedded items and non-structural components associated with concrete work. C. Holdowns, anchor bolts, tiedown anchors, foundation straps, etc. shall be in place held by templates or wire ties, prior to concrete inspection. a. The building pad was prepared in accordance with the Soils 2. 4" thick concrete slab with #3 horizontal bars ® 18" o.c. each Engineer's recommendations. direction at mid -depth. A. See Detail 21/S-4.0 b. The utility trenches have been properly backfilled and B. See project soils report compacted. 3. %" diameter A36 all -thread holdown bolt at Hardy Frame Panel end, c. The foundation excavations comply with the Soils Engineer's with 21" embedment into footing recommendations. 4. 1Ye" diameter A36 all -thread holdown bolt at Hardy Frame Panel end, d. The soils expansion index is verified. with 21" embedment into footing III. Holdowns, anchor bolts, tiedown anchors, foundation straps, shall be in place held by templates or wire ties, prior to concrete inspection. etc. 5. Column to bear at new finish slab elevation IV. See general structural notes for special inspection requirements for foundation construction. 6. 4" interior non -bearing metal stud partition wall A. Use 200a. Dietrich CWN studs at 16" o.c. B. Use 18Ga. Dietrich TSB bottom track C. Attach bottom track to existing slab with HILTI Type X-U shot pins at 32" o.c., unless otherwise noted D. Use 18Ga. deflection top track along wall lines where Hardy Frame Panels are not specified, see detail 24/S-5.0 E. Along wall lines where Hardy Frame Panels are specified, use 18Ga. Dietrich TSB top track nested within 18Ga. Deflection track, see detail 33/S-5.0 7. 8" exterior metal stud wall A. Use 18Ga. Dietrich CSJ studs at 12" o.c. B. Use 18Go. Dietrich TSB top and bottom track 8. (E) concrete slab to remain. 1L9. (E) #7x3O'-0" hairpin at (E) frame column anchor bolts. A. Perform R-meter survey prior to cutting (E) slab for new footing installations, in order to avoid cutting (E) hairpins. Notify engineer immediately of any conditions where an (E) hairpin crosses a proposed cut boundary. 1h10. Cutting of (E) hairpin at this location, for new footing installations is acceptable. 1L11. Perform R-meter survey prior to cutting (E) slab to determine (E) hairpin layout. Offset slab cut for new footing 3" from (E) hairpin. z� COLUMN/FOOTING SCHEDULE SYMBOL FOOTING SIZE REBAR DETAIL COLUMN SIZE BASEPLATE DETAIL REMARKS O1 2'-6"SQ. x 24" THICK 2-#5 EACH WAY, 41/S4.0 TS8x8x3/8" 14"x14"xY'z" A36 44/S4.0 A500, GRADE B, Fy=46 ksi TOP & BOTTOM O 3'-0"SQ. x 24" THICK 3-#5 EACH WAY 41/S4.0 TS8x8x3/a" 14"04"xY'2" A36 44/S4.0 A500, GRADE B, Fy=46 ksi TOP &BOTTOM, O 4'-6"x24"x24" THICK 445 EACH WAY, 43/S4.0 TS8x8xY8" 14"04"xV' A36 44/S4.0 A500, GRADE B, Fy=46 ksi FTG. EXTENSION TOP & BOTTOM O4 (E) CONT. FOOTING N/A N/A Co)L.META BLDG. N/A N/A N/A BY HERS O5 (E) 4'-6" SQ. N/A N/A ETAL BLDG. (E)L. N/A N/A N/A OTHERS OC.M.U. WAINSCOTT WALL N/A N/A TS8x4xY4" 8"x10"xY4" 51/S4.0 A500, GRADE B, Fy=46 ksi O7 CONT. 36" WIDE x 3- 5, TOP & # 23/S4.0 TS4x4xYa" 10"x10"x%a" 44/54.0 A500, GRADE B, Fy=46 ksi 24" THICK BOTTOM O8 2'-0"SQ. x 24" THICK 2-#5 EACH WAY 42/S4.0 TS4x4xV4" 10,, 6"x7/" 53/S4.0 A500, GRADE B, Fy=46 ksi TOP &BOTTOM, g S-0"SQ. x 24" THICK 3- 5 EACH WAY, 54/S4.0 TS4x4xY4" 10"x6"x%a" 53/S4.0 A500, GRADE B, Fy=46 ksi TOP & BOTTOM 10 3'-0"SQ. x 18" THICK 3-#5 EACH WAY, N/A W12x45 14"x8"x>z" 11/S4.1 ASTM A992, GRADE 50, Fy=50 ksi TOP & BOTTOM 11 S-0"SQ. x 18" THICK 3-#5 EACH WAY, N/A TS5x5x/4" 12"x12"xY2" SEE PLAN A500, GRADE B, Fy=46 ksi TOP & BOTTOM 12 3'-0"SQ. x 18" THICK 3-#5 EACH WAY, N/A TS4x4xY4" 10"x10"7/8 SEE PLAN A500, GRADE B, Fy=46 ksi TOP & BOTTOM 10"x6'x/e 13 4'-4"SQ. x 24" THICK 4-#5 EACH WAY, 41/S4.0 TS4x4xY4" 10%10"x7/" 44/S4.0 A500, GRADE B, Fy=46 ksi TOP & BOTTOM 14 5'-3"SQ. x 24" THICK 5-#5 EACH WAY, 41/S4.0 TS4x4xY4" 10"x10"x%" 44/S4.0 A500, GRADE B, Fy=46 ksi TOP & BOTTOM 15 4'-4"SQ. x 24" THICK 4-#5 EACH WAY, N/A TS4x3x516" 10"x6"x%" 53/S4.0 A500, GRADE B, Fy=46 ksi TOP & BOTTOM 16 4'-6"x36"x24" THICK 4-#5 EACH WAY, 43/S4.0 TS6x6x%8" 12"x12"x%4" 44/S4.0 A500, GRADE B, Fy=46 ksi FTG. EXTENSION TOP & BOTTOM 17 5' 3"SQ. x 24" THICK 5-#5 EACH WAY, 41/S4.0 TS6x6x%8° 12"x12"x3/4" 44/S4.0 A500, GRADE B, Fy=46 ksi TOP & BOTTOM 'HARDY FRAME' SCHEDULE SYMBOL MODEL NUMBER (1) TOP PLATE CONNECTION HOLDOWN ANCHOR DETAIL REMARKS HF1 1Ox24 1Y8 9- HFS Y4" SCREWS (2) 1Ya"O A.B. (4) 24/S4.0, 33/S5.0 (3) HF2 8x24 3/8 7- HFS Y4" SCREWS (2) %"S A.B. (4) 24/S4.0, 33/S5.0 (3) SHEAR WALL SCHEDULE NOTES: 3. Contractor to verify bottom of floor beam elevations prior to ordering hardy frame panels. Custom height hardy frames may 1. Hardy Frame Panels ICC-ES report #PFC-5342. Install per be required. manufacturer's specifications. 4. A.S.T.M: A307 All -thread with 21" minimum embedment. Achor 2. Hardy Frame HFS Y4" self -tapping screws or equal. bolts shall be secured to formwork using hardy frame anchor bolt templates. BY 1 CITY PLAN CHECK L&S 06 15 09 Z JAW pH VIW 2�OQZ �z�QFF�3� vWi UpZ Paz- W°' wwo az �ggo3�mwwww �waQow Jzrii� aooc�iaoaozw� ��c'i-Nax Iwp attc�Uw t�z Fm� wzw�wW win pp wl/Ipr�W ZQK paZ zZW -W awu�<x¢o�w xzOw�t-o�--xw NF-WF�W UHS za��z�aiir�� ✓gip oz .zv�Z O"W 1tw0 zo N f/12� `L IipZH 4a>aOaW WwKFWwx p z,n ,no a o Z li�d't✓O ZNZK.Il40 HONOpp WpQO.pOU ~5{ O O o_ O D] rl i1`.�xVl �i w U Ga Uo Ln � aFn 0 n 0 Ly � N 00 W 0Dz W< J O N Q Q a u ^ oN 0 E� U 1� � f l QROFESSIo/� F S Fyc 5470 Ex /30/09 V I `ST Cm 9TF OF CA OF 06 15 09 4 0 0 0 n V L w W 0 � O C�1 W O O DATE 01 /22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S3*0 OF SHEETS FLOOR FRAMING REFERENCE NOTES: OGeneral, Typical Notes: See General Structural Notes, Sheets A11. Open web steel floor trusses at 3'-0" o.c. max., Spaced Evenly S1.0 and S1.1. A. Vulcraft 18K519/375, Total Load = 519 p.l.f., A. Refer to Architectural Floor Plans for interior non -bearing Live Load = 375 p.l.f. walls, soffits and eave details, and miscellaneous B. See open web steel truss notes, sheet S1.0 non-structural details and requirements. C. Truss Manufacturer shall design all truss bearing connections 2. 4" Verco 19 Gage W2 Formlock Composite Decking D. See Truss Manufacturer Shop Drawings, Structural A. See detail 11/S5.0 Calculations and product data. Provide Shop Drawings and B. w/ #3 horiz. Bars @ 18" o.c. each way Structural Calculations for Engineer/Architect to review and approve prior to fabrication 3. 4" Verco 19 Gage W2 Formlock Composite Decking E. Provide bracing per Truss Manufacturer A. B. See detail 12/S5.0 w/ #4 horiz. Bars © 24" o.c., centered over deck flutes&2. Open web steel floor trusses at 4'-6" o.c. max., Spaced Evenly and #3 horiz bars at 18" o.c. in opposite direction A. Vulcraft 18K518/225, Total Load = 518 p.l.f., Live Load = 225 p.l.f. 4. W14x30 steel beam B. See open web steel truss notes, sheet S1.0 A. A.S.T.M. A992 Gr. 50, Fy=50ksi C. Truss Manufacturer shall design all truss bearing connections 5. TS8x4x%6" flat wall girt D. See Truss Manufacturer Shop Drawings, Structural A. A.S.T.M. A500, Gr. B, Fy=46ksi Calculations and product data. Provide Shop Drawings and Structural Calculations for Engineer/Architect to review and 6. W10x22 steel beam approve prior to fabrication A. A.S.T.M. A992 Gr. 50, Fy=50ksi E. Provide bracing per Truss Manufacturer 7. TS8x8xY8" steel frame beam 13. W18x46 steel beam A. A.S.T.M. A500, Gr. B, Fy=46ksi A. A.S.T.M. A992 Gr. 50, Fy=50ksi 8. TS10x4x%" 14. steel beam W18x35 steel beam A. A.S.T.M. A500, Gr. B, Fy=46ksi A. A.S.T.M. A992 Gr. 50, F =50ksi y 9. 4" interior non -bearing metal stud partition wall 15. C10x15.3 steel stair landing support beam A. A.S.T.M. A36, Fy=36ksi A. Use 20Ga. Dietrich CWN studs at 16" o.c. B. Use 18Ga. deflection top track along wall lines where Hardy 16. Partial height column for stair landing beam support. Frame Panels are not specified, see detail 24/S-5.0 C. Along wall lines where Hardy Frame Panels are specified, 1\17. C1005.3 steel stair stringer. use 18Ga. Dietrich TSB top track nested within 18Ga. A. A.S.T.M. A36, Fy = 36 k.s.i. Deflection track, see detail 33/S-5.0 1�18. 4"x4"xY4" steel edge angle. 10. 8" exterior metal stud wall A. A.S.T.M. A36, Fy = 36 k.s.i. A. Use 18Go. Dietrich CSJ studs at 12" o.c. B. Use 18Go. Dietrich TSB top and bottom track A\19. Back to back 4"x4"A4" steel deck support angles. A. A.S.T.M. A36, Fy = 36 k.s.i. B. Align vertical angle legs directly over truss top chord/web intersection. /�\20. W14x43 steel beam A. A.S.T.M. A992 Grade 50, Fy =' 50 k.s.i. COLUMN SCHEDULE SYMBOL COLUMN SIZE CAP DETAIL REMARKS 0 TS4x4xY4" 22/S5.0 A500, GRADE B, Fy=46 ksi O TS4x4xY4" 23/S5.0 A500, GRADE B, Fy=46 ksi OTS4x4&4" 41/S5.0 A500, GRADE B, Fy=46 ksi O (E) METAL BLDG. N/A N/A COL. BY OTHERS O5 TS4x3x516" N/A A500, GRADE B, Fy=46 ksi OW12x45 N/A A.S.T.M. A992, GRADE 50, Fy=50 ksi 7O TS5x5xY4" N/A A500, GRADE B, Fy=46,ksi O8 TS6x6xY8" PER PLAN A500, GRADE B, Fy=46 ksi 'HARDY FRAME' SCHEDULE SYMBOL MODEL NUMBER (1) TOP PLATE CONNECTION HOLDOWN ANCHOR DETAIL REMARKS HF1 10x24 1J'8 9- HFS Y4" SCREWS (2) 1Ye"0 A.B. (4) 24/S4.0, 33/S5.0 (3) HF2 8x24 % 7- HFS Ya" SCREWS (2) %"0 A.B. (4) 24/S4.0, 33/S5.0 (3) SHEAR WALL SCHEDULE NOTES: 1. Hardy Frame Panels ICC-ES report #PFC-5342. Install per manufacturer's specifications. 2. Hardy Frame HFS Y4" self -tapping screws or equal. 3. Contractor to verify bottom of floor beam elevations prior to ordering hardy frame panels. Custom height hardy frames may be required. 4. A.S.T.M. A307 All -thread with 21" minimum embedment. Achor bolts shall be secured to formwork using hardy frame anchor bolt templates. N.T.S. REVISIONS BY 1 CITY PLAN CHECK L&S O6 15 09 , w or H� ¢J N N W 2 U Z¢Z �Zp rF W3�-`Z w¢z- LLa w�wo g�o3�mwW�k a wo¢¢�wa�o�z3 OUZO ¢ o Z w ��WwwaNzxm�w ZWd'WLL W opwUl�f�W 2¢K oaw wo Fxu ¢=is=0�w Mffi w~ zQ�Oa Ja�aso�. N U LL p x z 0 3 2 w 0 ozoz¢ Czo z¢� OF 003 ow ��Qu¢www���wi �xyLL x�3uni03w- z', �zowb¢o aZo rOV1��wW R¢0U xj o ~5� O O o _ rn I ro ng 0 !. m o 1`f H Go 0 O 5 V W 0D J Q N QZQau- oN ro v C/) 1 QFiOFESSIO%i F SM Fycy ��FOG�PEL i m � 0 Exp /30/030/0 9 0 `ST I v I qTF OF cAL\FO1 06 15 09 w� O O 0 n r� V 1 rw` l W w � 0 O DATE 01/22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S301 OF SHEETS -, anal .,iu� . ; i• r� b ROOF FRAMING REFERENCE NOTES: OGeneral, Typical Notes: See General Structural Notes, Sheets S1.0 and S1.1 A. Refer to Architectural Floor Plans for interior non -bearing walls, soffits and eave details, and miscellaneous non-structural details and requirements 2. Typical Roof Sheathing: 5/8" CDX Plywood A. Panel Index 32/16 B. Use exterior grade where plywood is exposed to weather C. Nail w/ #8 waferhead self -drilling screws @ 6"-6"-12"o.c. D. Lay with face grain perpendicular to framing E. Stagger sheets F. See detail 11/S5.2 3. 4" interior non -bearing metal stud partition wall A. Use 20Ga. Dietrich CWN studs at 24" o.c. B. Use 18Ga. Dietrich TSB top and bottom track. C. See detail 31/S5.2 and 32/S5.2 for wall top track bracing 4. 8" exterior metal stud wall A. Use 18Ga. Dietrich CSJ studs at 12" o.c. B. Use 18Ga. Dietrich TSB top and bottom track 5. 8" 18 Go. steel joists A. Use Dietrich CSJ joists at 24" o.c. 6. Existing metal building frame girder 7. Existing metal building frame column 8. Existing metal building Zee purlins 9. W12x45 W.S.M.F. column A. A.S.T.M. A992 Gr. 50, Fy=50ksi B. See detail 41/S5.1 10. W12x35 W.S.M.F. beam A. A.S.T.M. A992 Gr. 50, Fy=50ksi B. See detail 41/S5.1 11. TSMx%" steel beam A. A.S.T.M. A500, Gr. B, Fy=46ksi 12. W14x43 steel beam A. A.S.T.M. A992 Gr. 50, Fy=50ksi 11 W14x53 steel beam A. A.S.T.M. A992 Gr. 50, Fy=50ksi 14, W14x82 steel beam A. A.S.T.M. A992 Gr. 50, Fy=50ksi 15. TS5x5xY4" column A, A.S.T.M. A500, Gr. B, Fy=46ksi 16. TS40x;�16" column A. A.S.T.M. A500, Gr. B, Fy=46ksi 1L17. Continuous Simpson CS14 strap, 24'-0" long minimum. JUL 0 8 wq BUILDING DIVISION CITY OF SAN LUIS OBISpO Z UJ N.T.S. REVISIONS BY 1 CITY PLAN CHECK L&S 06 15 09 �z pl-I-'a�Upz �a4 zoOzpa�c� z��Z3�wF�Qaz U W W W O mW tt Q O K Q W d J ZU ~Z K z�' O U z O Q OiFrow a Z ¢tz r7Uw NN W zw�ww win O�wN�H�wi¢tt oaz zw�� w �=20WM'0ooiW tiWJw1Y��W H z Q¢ K z a I K= Owo ozcz<= poa3s .Fx O N Z zap-o Optc3�N 3U�VI2� OYO WYf" �- (,6ZKwK wW a c� �Nr3W 0Z03 ww� QinU w 00Y0> d 0Nnnnw�LL "N<( WwO r Q R . 0 U ti F5� CD O 21 O o _ H M � O co rn ro < C uJ d n Q �o o 5 Co W On z <z o a as a ^oV) Co U � l QROFESSIp� <�yc ��k�G�PEL F S,y r • N0. 5470 � Exp. /30/09 TT9T I v 1 \� ORS@' F OF CA0� 06 15 09 w 0 a 0 w w w O Q a O O DATE 01/22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S3*2 OF SHEETS n:Y3�:.. e - ...�: ,, a f.r< ... , ......,s. r5 a ti.91 . v u u... , • ..>m'... .tye .r L..-it':'x .i i a a.. .r ro .. r o-, i...... r .. ... . v -.e. p..L. ,.. Y 4'.: 1 ..n ♦ t ..1 .o- : , ...:. ..:. r r .r.. ,:... '.':. I l.. ! .7 I ... .... i .: t . ,. :,,. , x .....♦ ., a.... e .. 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L hioi y I I�u. .7 1 1 :,� � @,. � r I 1 .U13 g I � I � � r { II I 1 t I Li. 51 31 52 42 32 22 TUBE COLUMN BASE PLATE 12 N.T.S. 53 54 a, 33 34 24 13 REVISIONS BY CITY PLAN CHECK 1 06 15 09 L&S V1 W p F ISW—li N �QZ— !i WWO y ON'0:W V mz ¢z3� w J UL.Wtt2UQWp �UC)w�'WZFmW a o�awsoww>w oaW�m~WD' ?zFzw W O O w Q 2 O pS w W VIH Wy-�ZZW~ UFI W K vlpc-z i mO0a3pWoi. p zpQUJZ m �zo N p O 3 U QUVIA 6wNpY"w - p Q y w w � a W U' o Z W yi3��zo3wwF� N m QDozU U U m1m r V,iOonWOQWpOU IT�yO O �o o o N V re Wu M a (n C~S ° co >1 � W o�z' J O Q as aLl V) ro U] l QROFESSIO1V4 EL F SM �FGc A Exp./30/09 3'T IVI \- �s qTf OF CAL0F 06 15 09 0 w � rO ICI v L w w O�c) � w � � O � O � W � o DATE 01/22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S401 OF SHEETS .1' '� ;, vic � ,r.: r,': x. J .. •;"9 .:.fi. 2 {. Y � S ' ^ 5 !'"5 .. ...� ... , .. _. . ,,... :. r... a.. `1. 24 N.T.S. REVISIONS BY 11CITY PLAN CHECK L&S 06 15 09 Mz¢oW_ FUQ ira35oz =¢z- LL wwo ¢LL�viso�P r-lz �Soo��mw��K ao¢<wa�o z3 <KOUwd NZrm� Cia�aai„ox>w n z z�x•-xz W aw3� ¢xzo w F v, lZ-w��WF-p 0" wWwa zQ¢ttz�diz=� �O ra.xowoi u Z.Z<,izo a��zo Z¢� O p O 3 z o O y Qw�Nzr YL.pYI- ��¢o¢ww�praWu W Z,A�W1n�UOW .�i i.O ILL�d••WOZNZK ro,nOOW wo¢a000 o jx �o M U)rn rn ro -V N ti -ULd 41 U C; N 7 a Ln �,0� O ti p0 0 V)o _ 00 K O Q �l ¢ zQ a ^ W o� co I� l QgOFESSIp�, E �l4PEL S4 Fyc/ • N0. 470 • Exp. 30/09 sT p1 v 1 es qlF OF CN0cj 06 15 09 W l./ 1 iyi W Oda WU� � � O O W 0 DATE 01/22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S5#0 OF SHEETS iiL ;:, .. ., ,..n, F"w .....�..: _,,.. ,a..° . .- a ., �. .. sr.,v' ii # s•• � �, *" �� t , I i �' r � � �" rv�+7�. , �,�,.,., I �.�,.�b•,�mHx,w DTI! ��4:I 11 I ���, 91k�,+ti4' 6T�T11 .Lf..l. II ,1r}^�1idl f� ^y�111!! i1TTI,TY 1 I. L: (: Ili., ,:I:. L I I ��I. � I II1 'T I a } PI � CITY OF SAN LUIS OBI1.; L`�J STRINGER BEAM CONNECTION 0 14 `�J N.T.S. REVISIONS BY LiCITY PLAN CHECK L&S 06 15 09 w w or Z N W xozz x < �z¢o����uoz z00zawo of FVir OOUaz ?g4ao��wmwwWw pw"ow Jz�a� Z w� K U'Uw�'NZ[x-fllW a -;waaii'-o� ice, ��WlnK�ON2QK aai zwxFxu w°z1Xo0,L, zaps Qa8¢mo oF0 �axowo o z oz Q'Zop �'ZO 3wp-w1 0003��v IYp N(J¢Za•�pwWWx N�i3u�zo3wwri xwgttwOZNz¢�iw0 �oin000wo¢awoo � l �o o 0 r N O m H M r O ° rn Co y W U � I U u W ga o a U) C 1-4Moto r o ro N� J z X o 51 Q Q Q a W ^^ W N N 0 h�i U W � l QROFESSIO/� L F S Tfyc'i y �V� w NO 35470 Ex /30/09 1pq 01vI�- FO F OF CA 06 15 09 W W � � O ¢ o w W WO CD DATE 01 /22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S5* 1 OF SHEETS ., e. .. 1. 3.4 i x . .5 _ r � .. .-, a:6e,<-.,-rv.. x . .n n F e $v3•.., . tie - I. , .,, Y .; :.;.. i ' ., at .: � i.. , r-...:... R.. 1 1I i� . ._ . ... . ... ':. bIVISION BEAM BRACING �'^' Dui .� �,� N.T.S. REVISIONS BY CITY PLAN CHECK 1 L&S 06 15 09 12 0 z�¢�i�wo�Uzw �Z pr Hlal�ti¢N � a ooz �z-zW pzwwO °_d0 ZOUOwKO Fn��viF F�az o_ ttmwx�K K ¢ Q w d J 2 K z z ¢ OUa'OJO3 j�Ok�w�i`�¢wp fC c>UwWNZrmw zwz Z�2zw�o�x ¢WU'QiK w xzOw��o�iw N p U O 2 0 0 W 3 S w 0 c>z pz¢mz zo z¢¢ Op�3�fv p o>¢�¢w w o��aw� Z ,n 0 "w'✓wi�3�'c�i z o3�wri ,-o,npppwo¢a000 �oo v `I Ih N ('"\KJVICI U w a o 0 o m u Ly �o °moo � � ro 0 a 5 a a a ^^ � � 5 QROFESS JON4 L F S,y r Exp. 0/09 F OF CA \FO 06 15 09 TT �� V LL w a w � `.J O W WO O DATE 01 /22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S5.2 OF SHEETS ,.. L. { • •. � :ii 4 3t 'Y gg ,.. .... � '�.:3: .,..,.� ., _. .s ..,,, r.- .::...., ,. .a„ .,.," . Ty..::. .: a „-: ... . :� 1.. • _ Y, n I f��i. 6 ... l 1... ..� t . n ., ,.. is'�13 i ,. :r.'. 5t a . ;. r f 1:J _ t �.. ✓ :. i h I A. . a.... ';.i Y. .. -r. S ... .. _ C. 1 d... . 1 r< ... . _Yr ..e ,. . . r ..• 3 a .4 t P ... a.:v -. _ _ ,. 21 BEAM/COLUMN CONNECTION N.T.S. 22 BEAM COLUMN CONNECTION L 12 N.T.S. 23 BEAM COLUMN CONNECTION 0 13 N.T.S. JUL o s ?flog car OP SAS of 24 s" at te >r 4i1 REVISIONS BY 1 CITY PLAN CHECK US 06 15 09 rw pr yfJ N N W 2 U Z 2 Z a�Wxp,.. aW 3 r 3 Z z _p d [j p '�fz zi,.ozapo �g�p3�mWwww wWaF-pw zrak 0 U a 0 i O 6 U z W 3 a �UUI�iaNzrm� I-ia�auiOWrc�w p �wtn�rwNiatt aw3z�ai¢o LDS In Fx.-WOWWrpUtw aw�r�nWr� z attttz�di¢=j FO�a axowoi �z�Z¢vxiz o�3Czo 0003�N iW� pin ZQ li 2 ONVI F' pY pWr W _QyO U'tJYO 4 x W��'wOZNZK �iWO �o 00 �1LiM U) m W V W U Ln 4 N w a S ti m O SO � O W O Z < J Q N ¢ LL zQa ro U 5h� QROFESSIO� F ��4�G�PEL S Fyc w � Exp. 30/09 ST,9T 1 V 1 \' O���P f OF CALIF 06 15 09 n r� V L w W � co Ca w O CD m DATE 01/22/09 SCALE AS SHOWN DRAWN L & S JOB LS08098 SHEET S5*3 OF SHEETS GENERAL NOTES MECHANICAL/PLUMBING WORK CONSISTS OF ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR AND INCIDENTAL TO THE EXECUTION AND COMPLETION OF THE SYSTEMS AS INDICATED ON THESE DRAWINGS. SUBMITTAL REQUIREMENTS: • WITHIN 15 DAYS OF CONTRACT AWARD, THE MECHANICAL/PLUMBING CONTRACTOR SHALL SUBMIT COMPLETE APPLICABLE PRODUCT, EQUIPMENT, AND MATERIAL INFORMATION. NO PRODUCT, EQUIPMENT, OR MATERIAL SHALL BE ORDERED OR INSTALLED UNTIL SUBMITTALS ARE APPROVED BY THE MECHANICAL ENGINEER. ANY ITEM NOT INCLUDED IN THE SUBMITTAL SHALL BE PROVIDED WITHOUT SUBSTITUTION. SUBMITTAL INFORMATION SHALL INCLUDE: MANUFACTURER'S NAME AND CATALOGUE NUMBERS, DIMENSIONS, CAPACITIES, PERFORMANCE CURVES, AND ALL OTHER CHARACTERISTICS AND ACCESSORIES AS LISTED IN THE CONTRACT DOCUMENTS. THE INFORMATION SHALL BE CURRENT MANUFACTURER'S SUBMITTALS AND BROCHURES. • SUBMITTALS FOR ANY EQUIPMENT SUBSTITUTED AS EQUIVALENT TO THE SCHEDULED EQUIPMENT SHALL INCLUDE TABULATED COMPARISON DATA SO AS TO CLEARLY DEMONSTRATE EQUIVALENCY. THIS DATA SHALL SPECIFICALLY INCLUDE COMPARISONS BETWEEN SCHEDULED AND PROPOSED EQUIPMENT IN THE FOLLOWING AREAS: WEIGHT (INCLUDING CURBS AND ACCESSORIES),,,, DIMENSIONS ELECTRICAL AND GAS REQUIREMENTS (VOLTAGE, PHASE, FULL LOAD AMPS & BTU) SOUND LEVELS (WHERE APPLICABLE) PERFORMANCE (EFFICIENCIES, HEATING, COOLING, AIR FLOW, STATIC PRESS.) • THREE COPIES OF CLOSE OUT SUBMITTALS SHALL BE PROVIDED TO THE ARCHITECT AFTER COMPLETION OF SYSTEM START-UP AND BALANCING. CLOSE-OUT SUBMITTALS SHALL INCLUDE THE FOLLOWING TEST REPORTS: HVAC EQUIPMENT OPERATING DATA AND AIR BALANCE, VALVES, THERMOMETERS, PRESSURE GAUGES, WATER METERS, WATER FEEDERS, AIR VENTS, TRAP PRIMERS, VACUUM BREAKERS, AND ALL OTHER APPLICABLE MECHANICAL/PLUMBING SYSTEM COMPONENTS. • ALL WORK INDICATED ON THESE PLANS SHALL BE DONE IN COMPLIANCE WITH CURRENT STATE AND LOCAL CODES AND ALL APPLICABLE CALIFORNIA TITLE-24 REQUIREMENTS. IN THE EVENT OF CONFLICT BETWEEN CODES, THE MORE RESTRICTIVE REQUIREMENTS SHALL BE EXERCISED. • NOTHING IN THESE DRAWINGS AND/OR SPECIFICATIONS SHALL BE INTERPRETED TO CONFLICT WITH ANY CITY OR STATE LAW, REGULATION, CODE, ORDINANCE, RULING, OR FIRE UNDERWRITER'S REQUIREMENT APPLICABLE TO THIS CLASS OF WORK. • CONSTRUCTION AND/OR ENGINEERING COSTS RESULTING FROM PRODUCT SUBSTITUTIONS SHALL BE PAID BY THE MECHANICAL/PLUMBING CONTRACTOR, APPROVAL OF SUBSTITUTED PRODUCTS DOES NOT NEGATE THIS OBLIGATION. • THE MECHANICAL/PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF AIR TERMINALS WITH THE REFLECTED CEILING PLAN, AND VERIFY CORRECT LOCATION OF EQUIPMENT, PIPING, AND PLUMBING SERVICES BEFORE PROCEEDING WITH INSTALLATION. • ALL LOCATIONS OF DUCTWORK, EQUIPMENT AND PIPING ARE SHOWN DIAGRAMMATICALLY. THE MECHANICAL/PLUMBING CONTRACTOR SHALL ADHERE TO LOCATIONS INDICATED ON THE DRAWINGS AS CLOSELY AS POSSIBLE, VARYING PIPE RUNS AS REQUIRED TO MEET STRUCTURAL AND OTHER INTERFERENCES AS REQUIRED BY THE PROJECT. • THE MECHANICAL/PLUMBING CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED FOR ALL PLUMBING -RELATED EQUIPMENT, ACCESSORIES, AND CONTROLS. • DUCT DIMENSIONS SHOWN ARE INTERNAL. • ALL EQUIPMENT SHALL BE FURNISHED AND INSTALLED WITH AT LEAST THE MANUFACTURER'S MINIMUM RECOMMENDED CLEARANCE ALLOWANCE FOR SUFFICIENT ACCESS TO CONTROLS, FILTERS, ELECTRIC MOTORS, ETC. FOR MAINTENANCE AND PROPER OPERATION. • ALL MECHANICAL/PLUMBING DUCTING, PIPING, AND EQUIPMENT SHALL BE PROVIDED WITH SEISMIC RESTRAINING SERVICES AS REQUIRED BY LOCAL BUILDING CODES. • THE WORK UNDER THIS SECTION SHALL BE IN COOPERATION WITH THE WORK OF OTHER TRADES TO PREVENT CONFLICT OR INTERFERENCE AND TO AID RAPID COMPLETION OF THE OVERALL PROJECT. • THE MECHANICAL/PLUMBING CONTRACTOR SHALL GUARANTEE THAT THE SYSTEMS INSTALLED ARE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, AND WILL WARRANT ALL EQUIPMENT, MATERIALS, AND LABOR FURNISHED UNDER THIS CONTRACT TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. THE MECHANICAL/PLUMBING CONTRACTOR SHALL REPAIR OR REPLACE ANY EQUIPMENT OR MATERIAL, WHICH IS DEFECTIVE OR IMPROPERLY INSTALLED. IN ADDITION, THE MECHANICAL/PLUMBING CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDINGS AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIALS INSTALLED UNDER THIS SECTION OF THE SPECIFICATIONS. IN THE EVENT OF FAILURE TO COMPLY WITH THE ABOVE -MENTIONED CONDITIONS WITHIN TEN (10) DAYS AFTER BEING NOTIFIED IN WRITING, THE MECHANICAL/PLUMBING CONTRACTOR SHALL COLLECTIVELY OR SEPARATELY AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID DEFECTS REPAIRED AND MADE GOOD AT THE CONTRACTORS EXPENSE. THE CONTRACTOR WILL HONOR AND PAY THE SAID COSTS AND CHARGES ON DEMAND. • BY JVA MECHANICAL ENGINEERING ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVED THESE DOCUMENTS AS ORIGINAL AND UNPUBLISHED WORK PRODUCT OF JVA MECHANICAL ENGINEERING AND THIS WORK SHALL NOT BE COPIED, DISCLOSED, OR USED IN CONNECTION WITH ANY WORK PROJECT OTHER THAN THE SPECIFIC PRODUCT FOR WHICH IT HAS BEEN PREPARED OR ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF JVA MECHANICAL ENGINEERING VISUAL CONTACT WITH THIS DOCUMENT SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS AND CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOB. UPON DISCOVERY OF ANY VARIATION, DISCREPANCY, OR OMISSIONS, PLEASE NOTIFY JVA MECHANICAL ENGINEERING AND PRIOR TO PROCEEDING WITH RELATED WORK OBTAIN WRITTEN RESOLUTION FROM JVA MECHANICAL ENGINEERING • THE MECHANICAL/PLUMBING CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE JOB. UPON DISCOVERY OF ANY VARIATION, DISCREPANCY, OR OMISSIONS, PLEASE NOTIFY JVA MECHANICAL ENGINEERING AND PRIOR TO PROCEEDING WITH RELATED WORK, OBTAIN WRITTEN RESOLUTION FROM JVA MECHANICAL ENGINEERING SYMBOL I DESCRIPTION I ABBREV. I I SYMBOL I DESCRIPTION I ABBREV. I I SYMBOL I DESCRIPTION I ABBREV. Frz ® SUPPLY _ VOLUME AIR SA RECTANGULAR �— VD,'�,. DAMPER DIFFUSER DUCT � :Y RETURN LINED FIRE ® ® AIR RA RECTANGULAR — DAMPER FD GRILLE DUCT EXHAUST RIGID — SMOKE AIR EA ROUND SD DECTECTOR SD GRILLE IMIDLE�DUCT IF DUCT CEIUNG FLEXIBLE _ FLEXIBLE EXFAANN CEF 'JU)! RDOUND CT CONNECTION FC SIDEWALL GRILLE, POINT OF O THERMOSTATCONNECTION OR _ OR REGISTER,'OD DISCONNECTION POC/POD O SENSOR MARK GRILLE, DIFFUSER, - EQUIPMENT OR _ REGISTER, OR 0 DIAMETER DIA «-N-M-,< N h DUCTWORK TO LOUVER TAG BE REMOVED A13V ABOVE A/C AIR CONDITIONING, CONDITIONER AD ACCESS DOOR AFF ABOVE FINISH FLOOR ALUM ALUMINUM APO AIR PRESSURE DROP ARCH ARCHITECTURAL, ARCHITECT BLDG BUILDING BTU BRITISH THERMAL UNIT BTUH BTU PER HOUR CAP CAPACITY CFD CEIUNG FIRE DAMPER CFM CUBIC FEET PER MINUTE CONN CONNECTION CSE CAUFORNIA SEASONAL EFFICIENCY CTE CAP TO EXISTING CU CONDENSING UNIT DET DETAIL DIA DIAMETER DN DIVISION ON DOWN DWG DRAWING (E) EXISTING EA EXHAUST AIR EC ELECTRICAL CONTRACTOR EDIT ENTERING DRY BULB EER ENERGY EFFICIENCY RATIO ELEC ELECTRICAL ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB FA FACE AREA FAU FORCED AIR UNIT FC FLEXIBLE CONNECTION FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPS FPM FEET PER MINUTE FSD COMBINATION FIRE/SMOKE DAMPER GA U.S. GAUGE (OR GAGE) GALV GALVANIZED GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GSM GALVANIZED SHEET METAL HP HORSEPOWER HR HOUR, HOURS HVAC HEATING, VENTILATING, AIR CONDITIONING ID INSIDE DIAMETER LBS POUNDS KBH BTU PER HOUR (THOUSANDS) MC MECHANICAL CONTRACTOR MIER MECHANICAL EQUIPMENT ROOM MFR MANUFACTURER (N NEW N A NOT APPLICABLE N A NET FREE AREA NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OUTSIDE AIR ON OUTSIDE AIR INTAKE OBD OPPOSED BLADE DAMPER OD OUTSIDE DIAMETER OPER OPERATING OSA OFFICE OF STATE ARCHITECT PC PLUMBING CONTRACTOR PLMG PLUMBING POC POINT OF CONNECTION POD POINT OF DISCONNECTION PRESS PRESSURE PSI POUNDS PER SQUARE INCH RA RETURN AIR REV REVISION RND ROUND RPM REVOLUTONS PER MINUTE SA SUPPLY AIR SP STATIC PRESSURE SEER SEASONAL ENERGY EFFICIENCY RATIO SHT SHEET SQ SQUARE SSE STEADY STATE EFFICIENCY TA TRANSFER AIR TBR TO BE REMOVED TEMP TEMPERATURE TYP TYPICAL UL UNDERWRITER'S LABORATORIES LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VD VOLUME DAMPER W/ WITH W/O WITHOUT WS WET BULB WG WATER GAUGE WMS WIRE MESH SCREEN WT WEIGHT WFB WALL FIRE DAMPER (X2) TYPICAL OF 2 SYMBOL DESCRIPTION ABB, SYMBOL I DESCRIPTION I ABB. I SYMBOL DESCRIPTION I ---- SOIL, WASTE, OR SEWER W �_ PIPE CONNECTION — POINT OF CONNECTION/DIS- C/ ODI}— ' GREASE WASTE GIN CAPPED OR PLUGGED PIPE - HFO FIXTURE GAS SUPPLY - - STORM/OVERFLOW DRAIN SD/OD PIPE OR EQUIP. T.B.R. - T WATER HAMMER ARRESTOR WHA ----------- VENT CONDENSATE DRAIN V COND -I—Q -F—O HOSE BIB RECESSED HOSE BIB HB RHB L �rr�� iZI� GATE VALVE BALL VALVE - 3x - - ............... ----- COLD WATER COLD WATER TRAP PRIMER CW ® FIRE RISER FIRE DEPARTMENT CONNECTION - FOG —CQ�}— GLOBE VALVE GAS COCK - - — - - — HOT WATER SUPPLY HW FLOOR CLEAN OUT FCO CHECK VALVE - HOT WATER RECIRCULATION HWR CLEAN OUT TO GRADE COTG -- DOUBLE CHECK VALVE GAS LINE G oil WALL CLEAN OUT WCO Qa— VALVE IN RISER - 0 PIPE UP PIPE DOWN - � FLOOR SINK FL00RDRAIN - AUTOMATIC AIR VENT VALVE I N YARD BOX AAV _ �. �."....:x_:: .z..�. ,,....a." .., . _ �, •.,,�., m,� .�.:, ,�r•» - ..,- a-. ...., ... PLUMBING ABBREVIATI©NS AA AREA ALARM ESH EMERGENCY SHOWER LBS POUNDS SOV SHUT OFF VALVE ARV ABOVE EWC ELECTRIC WATER COOLER MBTUH BTU PER HOUR (THOUSANDS) TA TEMPERATURE ADA AMERICAN DISABILITIES ACT EXP EXPOSED MFR MANUFACTURE, MANUFACTURER TV ALARM TEMPERING VALVE AFF ABOVE FINISH FLOOR FD FLOOR DRAIN MH MANHOLE TXV THERMOSTATIC EXPANSION VALVE ARCH ARCHITECTURAL, ARCHITECT FF FINISH FLOOR (N)) NEW TV TYPICAL B BATHTUB FG FINISH GRADE NIG NOT IN CONTRACT URN URINAL BEH BEHIND FS FLOOR SINK NTS NOT TO SCALE UON UNLESS OTHERWISE NOTED BEL BELOW FT FLUSH TANK OR FEET P PUMP UTR UP THROUGH ROOF BLDG BUILDING FU FIXTURE UNITS PH PHASE VS VACUUM SWITCH CD CONDENSATE DRAIN FV FLUSH VALVE PM POST INDICATOR VALVE VTR VENT THROUGH ROOF CFH CUBIC FEET PER HOUR GA GAUGE (OR GAGE) PSI POUNDS PER SQUARE INCH IN WASTE CI CAST IRON GALV GALVANIZED RD ROOF DRAIN WC WATER CLOSET'-`� CLG CEILING 00 GAS OUTLET RH RIGHT HAND INCH WATER CHILLER CP CHROME PLATED GPM GALLONS PER MINUTE RW ROUGH IN AND CONNECT WH WATER HEATER DOW DOMESTIC COLD WATER HB HOSE BIBB RPM REVOLUTIONS PER MINUTE WF WEIGHT OF ON DRINKING FOUNTAIN DOWN HP LH HORSEPOWER LEFT HAND SM IN WITH � (E) EXISTING L LAVATORY SD SINK STORM DRAIN W/0 ZV ELEC ELECTRICAL KW KILLOWATTS SH SHOWER ZONE VALVE „-. LATITUDE LONGITUDE ELEVATION CLIMATE ZONE 35.3' 120.7- 320 FT 5 cb 01 W is ua Lu 7 W k J al41 Q 2 vx v� Z �w Q Wc x f ?n p v�F ¢ L1-I5 r j,F "i,�IfJS U Z LL e— VMr ILA F- W W� w uj co U _ : � g � -0 co Q LU n 000 ® T m �fnW O O N W F N = Z M N 00 W— ��� OJ I- v) z W z o y = M 0 ,4 J I— H- U cn O W a U rZ �./ Z J O lMi. z O 1.1.1 IL J U WU) z W a Z W W LU v W x DATE REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL PLOT DATE: 5/26/2009 11:28 AM DRAWN BY: TDR JVA JOB # M08065 SHEET GENERAL NOTES, LEGENDS & ABBREVIATIONS mpi al SPECIFICATIONS MECHANICAL/PLUMBING: THE WORK UNDER THIS SECTION INCLUDES EVERYTHING NECESSARY FOR AND INCIDENTAL TO • GAS PIPING ABOVE GRADE: SCHEDULE 40 BLACK MALLEABLE IRON THREADED PIPE AND FITTINGS EXECUTING AND COMPLETING THE MECHANICAL/PLUMBING WORK, EXCEPT AS HEREINAFTER SPECIFICALLY EXCLUDED. WORK INCLUDED SHALL BE AS INDICATED ON THE DRAWINGS COMPLETELY INCLUDING BUT NOT LIMITED TO THE • GAS PIPING BELOW GRADE: POLYETHYLENE PIPE AND FITTINGS MEETING REQUIREMENTS OF ASTMD 2513 -PROVIDE FOLLOWING: TRACER WIRE. • MECHANICAL EQUIPMENT • AIR DISTRIBUTION PLUMBING FIXTURES: • CONTROLS PLUMBING FIXTURES SHALL BE AS PER PLUMBING FIXTURE SCHEDULES -SEE PLANS • START UP AND BALANCE • SANITARY SOIL, WASTE, AND VENT SYSTEMS PIPING SPECIALTIES: • GAS PIPING • SHUT-OFF VALVES (WATER): APOLLO, OR EQUIVALENT, FULL PORT BALL VALVE. • CONDENSATE PIPING • DOMESTIC WATER SYSTEMS • SUPPLIES: ANGLE TYPE WITH TEE HANDLE STOP AND RIGID RISERS: "SPEEDWAY," R1700-S SERIES, ROBERT ML-600 • PLUMBING FIXTURES AND EQUIPMENT SERIES OR EQUAL. P-TRAPS: CHROME PLATED BRASS 17 GAUGE WITH CP TUBING DRAIN TO WALL AND CLEAN -OUT • REQUIRED SUPPORTS AND BLOCKING PLUG. TRAP ARMS UNDER LAVATORIES, SINK, AND ESCUTCHEON AT WALL ALSO TO BE CHROME -PLATE RELATED WORK: THE FOLLOWING WORK SHALL NOT BE FURNISHED UNDER THIS SECTION OF THE SPECIFICATIONS BUT e FLOOR CLEANOUTS (FCO): J. R. SMITH #4810 COVER WITH U.P.C. BRONZE PLUG. WILL BE INCLUDED IN OTHER SPECIFICATIONS SECTIONS: • CUTTING, PATCHING, AND FURRING • WALL CLEANOUTS (WCO): TERRI, PRIME -COATED WITH U.P.C. BRONZE PLUG IN "NO -HUB" TEST -TEE. • CONDUIT AND LINE VOLTAGE ELECTRICAL • FINAL PAINTING • SHUT-OFF VALVES (GAS): CRANE #1128, OR EQUIVALENT (2" AND SMALLER). • ROOFING • CONCRETE PLACEMENT PIPING HANGERS, SUPPORTS, AND ACCESS PANELS: • PROVIDE HANGER SPECIFIED HEREIN. EQUIVALENT MODELS BY ELCEN, FEE & MASON OR KIN -LINE ARE ACCEPTABLE. RIGID ROUND DUCTWORK AND FITTINGS: ALL RIGID ROUND DUCTWORK SHALL BE UNITED SHEET METAL SPIRAL LOCKSEAM DUCT, OR APPROVED EQUAL, , ADJUSTABLE HANGERS WITH MINIMUM 3/8" RODS, UPPER ATTACHMENTS: B-LINE #B3690. PROVIDE SHIELDS AT MANUFACTURED FROM GALVANIZED STEEL MEETING THE ASTM A-527-71. ALL DUCT GAUGES SHALL CONFORM WITH INSULATED PIPING. TABLE 6-8, CMC 2007 • ALL FITTINGS SHALL BE MANUFACTURER AS SEPARATE FITTINGS. NO BRANCH TAPS WILL BE ALLOWED. • TRAPEZE HANGERS: B-LINE #B22 WITH PIPE CLAMPS AND GUIDES AS REQUIRED. FLEXIBLE DUCT: • RISER CLAMPS: B-LINE #B3373. • FLEXIBLE AIR DUCTS SHALL BE THERMAFLEX M-KF(R=8.0), OR APPROVED EQUAL AND SHALL BE INSTALLED IN , OFFSET PIPE CLAMPS: B-LINE #83148. ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS. CONNECTIONS AND SUPPORTS SHALL BE IN ACCORDANCE WITH THE 2000 UMC. • WATER PIPE ISOLATION: INCLUDE WITH HANGERS, 1/4" FELT OR APPROVED EQUIVALENT. RECTANGULAR DUCTWORK: • ALL RECTANGULAR DUCTWORK, FITTINGS, AND ACCESSORIES SHALL BE FABRICATED AND INSTALLED IN STRICT , ACCESS PANEL FOR VALVES: MILCOR PAINTED STEEL SIZE AS REQUIRED FOR EASY ACCESS MINIMUM SIZE 12" X ACCORDANCE TO THE SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" HANDBOOK, AND SHALL BE PRIME GRADE 12. GALVANIZED STEEL SHEETS OF LOCK FORM QUALITY, PIPING INSULATION: INTERIOR DUCTWORK SEALING: • HOT WATER PIPING: ENGINEERED POLYMER FOAM INSULATION (EPFI) 3/4" WALL 'IMCOA' OR EQUIVALENT. • PROVIDE COMPLETE SEALING OF ALL DUCT CONNECTIONS WITH 'UNI-MASTIC 181' FIBER REINFORCED DUCT SEALER BY 'MCGILL AIRSEAL PRODUCTS.' , LAVATORY TRAPS AND H. W. SUPPLIES: PROWRAP, PROTECTIVE KIT BY MCGUIRE OR EQUIVALENT. DUCT INSULATION: EXCAVATION AND BACKFILL: • EXECUTE ALL EXCAVATION TO GRADES TO ACCOMMODATE ELEVATIONS INDICATED AND WHERE INVERT ELEVATIONS EXTERNAL DUCT INSULATION SHALL BE APPLIED TO ALL HEATING AND/OR • OR COOLING DUCTS NOT INTERNALLY ARE NOT INDICATED, PROVIDE MINIMUM COVERAGE FOR ANY PIPING UNDER BUILDING SLAB (TOP OF PIPE TO INSULATED AND NOT WITHIN CONDITIONED SPACES. MANVILLE MICROLITE FSK 1-1/2", R-SERIES, ALUMINUM FOIL UNDERSIDE OF SLAB) OF 18 INCHES. REINFORCED WITH FIBERGLASS, SCRIM LAMINATED TO U.L. RATED KRAFT, WITH R=4.8, SHALL BE USED OR APPROVED EQUAL. CIRCUMFERENTIAL AND LONGITUDINAL SEAMS SHALL BE LAPPED MINIMUM OF 2" AND SECURED , EXCAVATION FOR PIPE SHALL BE CUT A.MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE. A SIX-INCH BED OF WITH 3" WIDE PRESSURE SENSITIVE FOIL VAPOR BARRIER TAPE. FURTHER ATTACH INSULATION TO THE DUCTWORK SAND OR OTHER APPROVED MATERIAL SHALL BE THEN PLACED AND PROPERLY COMPACTED TO PROVIDE AN BY SPIRALING WIRE AT 12" CENTERS ITS ENTIRE LENGTH. THE FINISHED PRODUCT SHALL BE VAPOR -PROOF AND ACCURATE GRADE AND UNIFORM BEARING THROUGHOUT THE LENGTH OF THE PIPE. FREE OF SAGS. • SAND USED SHALL BE WASHED RIVER SAND NORMALLY USED FOR BACKFILL PURPOSES, FREE OF CLODS OR LUMPS CONTROLS: OF CLAY, ROCK, DEBRIS, AND RUBBISH. • THERMOSTATS SHALL BE AS INDICATED ON PLANS AND MOUNTED AT 48" ABOVE FINISHED FLOOR. ALL LOW VOLTAGE WIRE, WIRING, AND CONNECTIONS ARE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. ALL • BACKFILLING SHALL NOT BE PLACED UNTIL THE WORK HAS BEEN INSPECTED, TESTED, AND APPROVED. THERMOSTATS SHALL BE PROGRAMMED TO PROVIDE ADEQUATE SETBACK DURING NON -OCCUPIED HOURS, AND FOR EVAPORATOR FANS TO RUN CONTINUOUSLY DURING OCCUPIED HOURS. e BACKFILL TO POINT 12 INCHES ABOVE TOP OF PIPING WITH FINE EARTH (EXCAVATED MATERIAL MAY BE USED) FREE OF EXCESSIVE AMOUNTS OF CLAY, DEBRIS, RUBBISH, ROCKS, OR CLODS, AS APPROVED BY THE ARCHITECT. REFRIGERANT PIPING: BACKFILL ABOVE 12 INCHES FROM TOP OF PIPING MAY BE WiTH EXCAVATED MATERIAL. APPLY BACKFILL BY HAND • ASTMB-280, H58 HARD DRAWN (ACR), FITTINGS: ASME B1622 LONG RADIUS WROUGHT COPPER IN 6-INCH DEEP LAYERS THE FULL WIDTH OF THE TRENCH. MOISTEN EACH LAYER (DO NOT FLOOD OR PUDDLE), AND HAND TAMP TO MINIMUM 90 PERCENT COMPACTION BEFORE PROCEEDING WITH THE NEXT LAYER OF • JOINTS: BRAZED, AWS A5.88CUP BACKFILL. • TEST WITH NEW DRY NITROGEN TO NO LEAKAGE WITH HALIDE TORCH AT 200 PSIG AND 21 INCHES VACUUM • CLODS OR LUMPS ONE INCH IN SIZE OR LARGER WILL NOT BE PERMITTED IN THE BACKFILL. IF THE EXCAVATED MATERIAL IS NOT SUITABLE, ADEQUATE MATERIAL SHALL BE PROVIDED BY HAULING IN FROM OTHER LOCATIONS. • PROVIDE 3/4" THICK CLOSED CELL POLYETHYLENE ASTM D1056 PIPE INSULATION • SURPLUS EARTH OR MATERIAL REMAINING AFTER BACKFILLING SHALL BE REMOVED FROM THE SITE AS INDICATED IN EXECUTION (MECHANICAL) SECTION ENTITLED "EARTHWORK." • BENDING OR FORCING OF DUCTWORK IS NOT ALLOWED. USE FITTINGS FOR ALL OFFSETS OR CHANGES IN ALIGNMENT OF DUCTING. e DO NOT EXCAVATE UNDER OR NEAR FOUNDATIONS OR FOOTINGS EXCEPT IN MANNER PERMITTED AND APPROVED BY THE ARCHITECT. DO NOT BACKFILL UNTIL INSTALLED PIPING HAS BEEN SUCCESSFULLY TESTED AND APPROVED FOR • DUCTING AND REFRIGERANT PIPING SHALL BE FIRMLY HELD IN PLACE BY ADJUSTABLE HANGERS, SUPPORTS, AND BACKFILL BY THE JURISDICTIONAL INSPECTOR AND THE ARCHITECT. PIPE RESTS. ALL HANGERS AND SUPPORTS SHALL BE OF DESIGN WHICH WILL SUPPORT WEIGHT OF DUCT/PIPE, FLUID, INSULATION, AND PREVENT SAGGING. MAKESHIFT DEVICES ARE NOT ACCEPTABLE. PLUMBER'S TAPE IS NOT • PROVIDE SLEEVES AT ALL PIPE PENETRATIONS OF FOOTING AND FOUNDATIONS. APPROVED. EXECUTION (PLUMBING): • REFRIGERANT PIPING SHALL BE ISOLATED FROM ALL DIRECT CONTACT WITH THE STRUCTURE BY THE USE OF SOIL, WASTE AND VENT PIPING IS TO BE ASSEMBLED, CONNECTED, AND SUPPORTED IN ACCORDANCE WITH MANUFACTURED HANGER ISOLATORS AND STUD ISOLATION DEVICES. MANUFACTURER'S RECOMMENDATIONS. ENCASE BELOW GRADE SOIL, WASTE, AND VENT PIPING IN SAND, 6" ALL AROUND PIPE. WRAP PENETRATIONS OF CONCRETE SLAB WITH FOAMED PLASTIC SLEEVING MATERIAL. ALL SOIL, • PROVIDE FIRE STOPPING AND SLEEVES FOR PIPING PENETRATIONS OF FIRE -RATED WALLS, FLOORS, AND CEILINGS. WASTE, AND VENT PIPING SHALL HAVE A SMOOTH AND UNIFORM INVERT, AND BACK -FILLED SO AS NOT TO METHOD OF SLEEVING AND FIRE STOPPING SHALL BE APPROVED BY FIRE MARSHALL. DISTURB THE PIPE OR JOINTING. • WHERE APPLICATIONS ARE NOT SPECIFICALLY COVERED IN THIS SECTION, FOLLOW MANUFACTURER'S INSTRUCTIONS. • JOINTS IN COPPER TUBING SHALL BE MADE BY FIRST THOROUGHLY CLEANING THE SURFACE OF THE PIPE AND ALL DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT FOR APPROVAL BEFORE STARTING WORK. FITTINGS, APPLYING A COPPERIZED FLUX AND SWEAT WITH 95 - 5 TiN ANTIMONY SOLDER OR EQUIVALENT LEAD-FREE SOLDER. • ALL EXPOSED DUCTWORK, TAPS AND REGISTERS SHALL BE LEVEL, STRAIGHT AND FREE OF DEFECTS. ALL DAMPERS AND REGISTERS MUST BE INSTALLED AS TO NOT WHISTLE OR RATTLE. • FLUSH OUT ALL WATER MAINS, CONDENSATE DRAINS, SANITARY, AND STORM PIPING WITH WATER SO AS TO OBTAIN FREE FLOW. • ALL FLEXIBLE DUCTWORK MUST BE RUN AS STRAIGHT AS POSSIBLE WITHOUT TIGHT BENDS. USE AN ELBOW ANYWHERE A 2' RADIUS CANNOT BE ACHIEVED. • ALL PIPING, EXCEPT WHERE NOTED OTHERWISE ON PLANS, SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS. COORDINATE PIPING LOCATION WITH DUCTWORK AND CONDUIT. • TESTING AND BALANCING SHALL BE PERFORMED FOLLOWING AABC OR NEBB BALANCE CRITERIA.THE FOLLOWING INFORMATION SHALL BE SUBMITTED TO THE MECHANICAL ENGINEER: • BENDING OR FORCING OF PIPE IS NOT ALLOWED. USE FITTINGS FOR ALL OFFSETS OR CHANGES IN ALIGNMENT OF VOLTAGE (RATED AND ACTUAL) PIPING. FAN SPEEDS (RATED AND ACTUAL) "Y" MOTOR CURRENT (RATED AND ACTUAL) , CLEANOUTS SHALL BE ACCESSIBLE IN ALL CASES AND SHALL BE BROUGHT TO SURFACE ON BRANCHES. ALL AIR QUANTITIES AT OUTLETS AND INLETS (RATED) CLEANOUTS SHALL BE PROVIDED WITH REMOVABLE FLOOR OR WALL PLATES. AIR QUANTITIES AT OUTLETS AND INLETS ADJUSTED TO WITHIN 10% OF DESIGN . PIPING SHALL BE FIRMLY HELD IN PLACE BY ADJUSTABLE HANGERS, SUPPORTS, AND PIPE RESTS. ALL HANGERS SUPPLY AIR EXTERNAL STATIC PRESSURE ("W.G.) AND SUPPORTS SHALL BE OF DESIGN WHICH WILL SUPPORT WEIGHT OF PIPE, FLUID, INSULATION, AND PREVENT RETURN AIR EXTERNAL STATIC PRESSURE ("W.G.) SAGGING. MAKESHIFT DEVICES ARE NOT ACCEPTABLE. PLUMBER'S TAPE IS NOT APPROVED. TOTAL SUPPLY AIR CFM TOTAL RETURN AIR CFM • PIPING SHALL BE ISOLATED FROM ALL DIRECT CONTACT WITH THE STRUCTURE BY THE USE OF MANUFACTURED TOTAL OUTSIDE AIR CFM HANGER ISOLATORS AND STUD ISOLATION DEVICES. EQUIPMENT NAMEPLATE DATA • INSTALL ALL FIXTURES AND EQUIPMENT PER MANUFACTURER'S ROUGH -IN AND INSTALLATION INSTRUCTIONS. INSTALL PLUMBING FITTINGS AND PIPING: HANDICAPPED FIXTURES PER TITLE 24 AND A.D.A. REQUIREMENTS. PROVIDE 17 GAUGE CHROME PLATED P-TRAPS, • SOIL, WASTE, AND VENT: ABOVE AND BELOW GRADE: PLASTIC ABS OR PVC PIPE AND FITTINGS WITH SOLVENT ANGLE STOPS AND FLEXIBLE RISERS, SUPPORT PLATES, ETC., AS REQUIRED. JOINTS. • PROVIDE FIRE STOPPING AND SLEEVES FOR PIPING PENETRATIONS OF FIRE -RATED WALLS, FLOORS, AND CEILINGS. • STORM DRAIN PIPING ABOVE AND BELOW GRADE: PLASTIC ABS OR PVC PIPE AND FITTINGS WITH SOLVENT JOINTS. METHOD OF SLEEVING AND FIRE STOPPING SHALL BE APPROVED BY FIRE MARSHALL. • DOMESTIC WATER PIPING: ABOVE GRADE: TYPE 'L' COPPER TUBING HARD DRAWN WiTH WROUGHT COPPER SOLDER PLUMBING TEST AND ADJUSTMENTS: FITTINGS. SOLDER WITH 95 - 5 TiN-ANiiMONY SOLDER. e ALL WORK SHALL BE COMPLETELY INSTALLED, SANITIZED, AND TESTED AS REQUIRED BY LOCAL CODE AND THE STATE ORDINANCES AND STATE SAFETY ORDERS, AND SHALL BE LEAK -TIGHT BEFORE INSPECTION IS REQUESTED. • CONDENSATE AND DRAIN PIPING: TYPE 'L' COPPER TUBING HARD DRAWN WITH WROUGHT COPPER SOLDER FITTINGS. ALL TESTS SHALL BE REPEATED UPON REQUEST TO THE SATISFACTION OF THOSE MAKING THE INSPECTION. SOLDER WITH 95 - 5 TiN-ANTIMONY SOLDER. SPLIT AC UNIT SCHEQULE INDOOR UNIT COOLING OUTSIDE TOTAL MOCP WEIGHT SYMBOL MFG FAU MODEL CFM ESP HP POWER BTU/h IN AFUE AIR UNIT (AMPS) (Ibs.) NOTES r CAPACITY COIL (CFM) AMPS FAU-1 YORK TG8SO8OC16 1400 0.60 1/2 115-1-60 80,000 80.0% 3.5 TON TO MATCH 190 10.0 15 114 1 FAU-2 YORK TG8S080C16 1600 0.60 1/2 115-1-60 80,000 80.0% 4 TON TO MATCH 170 10.0 15 114 1 FAU-3 YORK TG8S100C20 2000 0.60 1 115-1-60 100,000 80.0% 5 TON TO MATCH 270 17.0 20 122 1 OUTDOOR UNIT SYMBOL MFG MODEL CAPACITY SEER POWER MCA MOCP WEIGHT (Ibs.) NOTES(AMPS) CU-1 PORK CZ804211 3.5 TON 13.0 208/230-1-60 28.7 50 205 2 ^: CU-2 YORK CZB04811 4 TON 13.0 200/230-1-60 27.9 45 215 2 6z CU-3 YORK CZB06011 5 TON 13.0 208/230-1-60 34.4 60 260 2 NOTES: 4 1. PROVIDE 7 DAY AUTO CHANGEOVER THERMOSTAT (FAN TO RUN CONTINUOUSLY DURING OCCUPIED HOURS) MOUNT AT 48" A.F.F. 2. PROVIDE FACTORY TXV INDOOR FAN COIL SYMBOL MANUFACTURER MODEL POWER CFM MCA FLA WEIGHT NOTES FC-1 MITSUBISHI MSY-A24NA 208/2304-60 450 CF10 1.0 0.76 37 ALL APPLY OUTDOOR CONDENSING UNIT ITOT. COOLING NET HEATING @ 47F SYMBOL MANUFACTURER MODEL HSPF POWER MCA MCOP RLA WEIGHT NOTES BTUh SEER BTUh COP (AMPS) (LBS) �tf CU-4 MITSUBISHI MUY-A24NA 22,000 16.0 - - - 200/230-1-60 17.0 20.0 - 128 ALL APPLY NOTES: t 1. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION AND START-UP 2. UNIT PROVIDED WITH WIRELESS THERMOSTAT REMOTE SYMBOL I MFG I MODEL I STYLE I LOCATION' POWER ( DRIVE I CFM I W.C. I HP I BHP I RLA I RPM I WEIGHT I NOTES EF-1 GREENHECK G-095-D DOME ROOF 115/120-1-60 DIRECT 250 0.625 1/8 0.09 - 1462 26 1,4,5 EF-2 GREENHECK G-080-D DOME ROOF 115/120-1-60 DIRECT 170 0.5 1/20 0.05 - 1459 26 2,4,5 EF-3 GREENHECK G-095-D DOME ROOF 115/120-1-60 DIRECT 270 0.625 1/8 0.09 - 1468 26 3,4,5 EF-4 GREENHECK G-080-D DOME ROOF 115/120-1-60 DIRECT 200 0.5 1/20 0.05 - 1499 26 4,5,10 EF-5 GROAN 689 CEILING - 115/120-1-60 DIRECT 60 0.75 - - 1.5 - 3.5 6,7,8,9 y NOTES: 1. INTERLOCK WITH FAU-1, BY EC - REFER TO DETAIL 22/MP5.1 FOR WIRING 8 2. INTERLOCK WITH FAU=2, BY EC - REFER TO DETAIL 22/MP5.1 FOR WIRING 3. INTERLOCK WITH FAU-3, BY EC - REFER TO DETAIL 22/MP5.1 FOR "RING 4. PROVIDE FACTORY ROOF CURB. BIRD SCREEN, & BACK DRAFT DAMPER 5. PROVIDE FACTORY SPEED CONTROLLER AT FAN TO MAINTAIN SPECIFIED AIR FLOW RATE 6. INTERLOCK WITH LIGHTS - BY ELECTRICAL CONTRACTOR 7. PROVIDE WITH RIGID CONDUCTOR PIPE TO SIDE WALL TERMINATION - SEE PLAN 8. PROVIDE WITH MANUFACTURER'S BACKDRAFT DAMPER ASSEMBLY 9. INSTALL PER MANUFACTURER'S SPECIFICATIONS 10. PROVIDE LINE VOLTAGE THERMOSTAT IN ELEVATOR EQUIPMENT ROOM BY MC, LINE VOLTAGE ELECTRICAL AND CONDUIT BY EC URI SYMBOL MFG MODEL NECK BORDER CONS LEGEND SIZE T. FINISH OBD NOTES CSD-i TITUS MCD 10"x10" BORDER TYPE 3 STEEL SOFT WHITE YES 2 CSD-2 TITUS MCD 12"xl2" BORDER TYPE 3 STEEL SOFT WHITE YES 2 CSD-3 TITUS MCD 10"x10" BORDER TYPE 1 STEEL SOFT WHITE YES 2 CRG-i TITUS 50E-NT 24"x24" BORDER TYPE 3 STEEL SOFT WHITE YES 1 CRG-2 TITUS 50F 10"X10" BORDER TYPE 1 STEEL SOFT WHITE YES 1 MOUNTING LOCATION FUNCTION DEVICE C CEILING E EXHAUST D DIFFUSER D DUCT R RETURN G GRILLE Dr DOOR S SUPPLY R REGISTER W WALL I INTAKE L LOUVER F FLOOR V VENTILATION S SLOT CEG-1 TITUS 50E-TUT 24" 24" BORD R EXAMPLE: CSD=CEILING SUPPLY DIFFUSER TYPE x E 3 STEEL SOFT WHITE YES 1 CEG-2 TITUS 50F 8"x8" BORDER TYPE 1 STEEL SOFT WHITE YES 1 CEG-3 TINS 5OF 10"x10" BORDER TYPE 1 STEEL SOFT WHITE YES 1 WVL-1 RUSKIN EME520DD 18"X18" INTERG. FLANG. STEEL - NO 3 NOTES: 1. PAINT GRILLE CANS FLAT BLACK INSIDE 2. MATCH DEFLECTIONS SEEN ON PLAN 3. COLOR ANODIZE, COORDINATE COLOR & FINISH WITH ARCHITECT PRIOR TO EQUIPMENT PURCHASE PLUMING FIXTURE SCHEDULE SYMBOL MAKE $MODEL DESCRIPTION ROUGH IN SIZES FITTINGS OR ACC. NOTES 'HW CW W V KOHLER 'HIGHLINE' # K-3427 ADA WATER CLOSET WC-1 29"x19-5/8"00', i6-i/2" TO RIM FLOOR MOUNTED - 3/4" 3" 2' OLSONITE # 95 SEAT 1,2,3 VITREOUS CHINA, WHITE ELONGATED, 1.6 GPF KOHLER 'KINGSTON' # K2006 ADA LAVATORY TRITON FAUCET K-7443-K LAV-1 21"Wxl8"D WALL 1/2" 1/2" 2" 1-1/2' K7605P, K8998, & K13885 SUPPLIES 1,2,3 VITREOUS CHINA MOUNT J. R. SMITH WALL SUPPORT # 0720 JUST # SL-ADA-1921-A-GR ADA SINGLE BOWL DELTA FAUCET # 100-WF WS-1 19"x21"x6.5" SELF RIMMING SINK, CENTER DRAIN 1/2" 1/2' 2" 1-i/2" STRAINER # JB-99, STOPS, 1,2,3 18 GAUGE STAINLESS STEEL COUNTER TOP SUPPLIES & C.P. BRASS 'P' TRAP NOTES: 1. ALL FIXTURES DESIGNATED TO BE ACCESSIBLE TO INDIVIDUALS WTH DISABIUTIES SHALL BE IN ACCORDANCE WITH THE "AMERICANS WITH DISABILITIES ACT OF 1990" FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 - "PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE' AND/OR GOVERNING CODE. 2. ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING BUT NOT LIMITED TO WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTORS BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH THE GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR THE COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES 3. MAXIMUM ALLOWABLE WATER USAGE: WC = 1.6 GPF LAV = 0.5 GPM URN = 1.0 GPF SK = 0.5 GPM JUL 0 B Joni W ea ux z= W ss; Q " V uj �+s fTy r•.1vE:zr4� <y<CFr �i rya k, 16'r s,• € Yt Cu, Z F" wa- VMr > gv l �`"'-'t 1- 00 M 5a =�a d =0 0�0 ui LLl 1 N 2 �= Z N 00 W- 0J �Z Wiz x (� C M t� Q J H e� h U w O 0�. U Z J Q M^ U LL�r TWT y� O i V °' V //w LUIto W 0 z a w I- LU w DATE REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6/t5/o'k PG Q PLOT DATE: 5/26/2009 11:28 AM DRAWN BY; TDR JVA JOB # M08065 SCHEDULES & SPECIFICATIONS MP2ml DV IL.V II I� �" -- CITY OF SAN LUIu OBISPO _ ., .. ...... •' .,: �.. [:.. � u':.� 4 e .�. ,�ni!ki, Ir•1.. ,. I I i .. ,. .. ..> n ( ..,... s i'r .... ,.. „ MECHANICAL -1ST FLOOR PLAN 1 /8„ = 1 2.0,2 KEY PLAN CCIMRIISTIC]N AIR CAI CIJI ATIONR EQUIPMENT INPUT REQUIRED NET FREE LOUVER PROVIDED NET FREE (BTUIH) AREA SIZE(WVL-1) AREA (44%NFA) FAU-1,2,3 260,000 86.7 in2 18"X18" 103.5 in REQUIRED NFA BASED ON 1 in' PER 3 kBTU/H INPUT (CMC 2007. 701.4.2) SEE 'AIR TERMINAL SCHEDULE', SHEET MP3.1 FOR ADDITIONAL LOWER DATA Z, W £� W °x Z3 W "xt J ui ;xi V � x +ri ? ' M1 q of ul Gs vx„ [¢ i 51 U z ' 1— W.- M M W v W W CD v to <=gym �V GNU 00 o �a Q W ego (LUia r Lh =0 ��0 W rU) 2 p� z�co 0�J h- oz Wiz M U9 QLu J U � F O W a' IL J O Z � J z0 O J o W LL a z /A Lu In z Q W J F 1- H W W DATE REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6/15/o4 PF 4 PLOT DATE; 5/26/2009 11:28 AM DRAWN BY; TDR JVA JOB # M08065 SHEET MECHANICAL FIRST FLOOR PLAN MP3ml CITY OF SAN LUI :i Obltil�u r . .. .i,:irl:.. e _ ,.. .. ... 6..... � r.. . . :r.. t a ._.. .. f I lii F -,k .lit r i f xVld irk it �l '}a r�V I1.1. '.T G*rlt4itk w. I ,r., ry :. _r O 8"0 RIGID ROUND OUTSIDE AIR INTAKE DUCT UP TO T-TOP TERMINATION ON ROOF FOR FAU-1. PROVIDE BALANCING DAMPER SET TO MAINTAIN MINIMUM OUTSIDE AIR FLOW RATE LISTED ON SCHEDULE 2 8"0 RIGID ROUND OUTSIDE AIR INTAKE DUCT UP TO T-TOP TERMINATION ON ROOF FOR FAU-2. PROVIDE BALANCING DAMPER SET TO MAINTAIN MINIMUM OUTSIDE AIR FLOW RATE LISTED ON SCHEDULE 3 9"0 RIGID ROUND OUTSIDE AIR INTAKE DUCT UP TO T-TOP TERMINATION ON ROOF FOR FAU-3. PROVIDE BALANCING DAMPER SET TO MAINTAIN MINIMUM OUTSIDE AIR FLOW RATE LISTED ON SCHEDULE 4 RIGID ROUND EXHAUST DUCT UP TO FAN ON ROOF. PROVIDE UNIT CONNECTION SIZE PLENUM DROP & SQUARE TO ROUND TRANSITION 5 EXHAUST FAN UNIT CONNECTION SIZE DUCT DROP THROUGH ROOF, PROVIDE SQUARE TO ROUND ADAPTOR & STANDARD GSM ELBOW(S). REFER TO DETAIL 33/MP5.1 6 EXHAUST FAN UNIT CONNECTION SIZE DUCT DROP THROUGH ROOF TO CEILING EXHAUST GRILLE CONNECTION 7 8 9 10 11 12 13 14 15 16 MECHANICAL - 2ND FLOOR PLAN L 1/8" = 1'-011 VOLUME DAMPER IN BRANCH DUCT, SEE DETAIL 34/MP5.1 - TYPICAL ALL BRANCH DUCTS DUCT UP THROUGH SHAFT INTO 2ND FLOOR ATTIC - TYPICAL FLEXIBLE DUCT WORK AT END RUN, REFER TO DETAIL 11/MP5.1 - TYPICAL MANUFACTURER'S LISTED 'ROLUX' CONCENTRIC FLUE/VENT ASSEMBLY. PROVIDE WITH VERTICAL DISCHARGE ADAPTOR, CONDENSATE COLLECTOR WITH TRAP KIT, VENT EXTENSIONS AS REQUIRED & VERTICAL DISCHARGE ROOF TERMINATION WITH PITCHED ROOF FLASHING. INSTALL PER MFG'S RECOMMENDATIONS. REFER TO DETAIL 21/MP5.1 FOR ROOF PENETRATION WATER HEATER ABOVE BATHROOM CEILING. MOUNTED TO EXTENDED ANCHORAGE, INSTALL PER MANUFACTURER'S INSTRUCTIONS. REQUIRED BACKING BY G.C. - REFER TO ARCHITECTURAL FOR ACCESS TYPICAL T-BAR REGISTER CONNECTION, REFER TO DETAIL 24/MP5.1 TYPICAL HARD LID REGISTER CONNECTION, REFER TO DETAIL 41/MP5.1 TRANSITION FROM TYPE 'B' OVAL VENT PIPE BELOW TO 4" TYPE 'B' ROUND VENT PIPE IN ATTIC. PROVIDE TYPE 'B' OVAL TO ROUND TRANSITION FITTING TYPICAL x3 7"0 TYPE '8' ROUND VENT PIPE FROM FAU(S) UP TO LISTED FLUE VENT CAP TERMINATION ON ROOF. REFER TO DETAIL 21/MP5.1 FOR ROOF PENETRATION. CATEGORY I VENT PIPING SIZED PER TABLE 8-5, CMC 2007 LISTED FIRE DAMPER AT FIRE RATED WALL PENETRATION, REFER TO DETAIL 12/MP5.1 - TYPICAL 8"0 RIGID ROUND OUTSIDE AIR INTAKE DU, - I i T-TOP TERMINA1ON ON ROOF. PROVIDE E w W W 2 2 n' W 0 Z- <y Lu n C I. :, �b ua , M ..r r� INEE t 1 �y/ U z ® h LuLLJr No UMr uj Li ~ 2 =� a> U SUU co Q W 0 coo a :3 w °- T L�L O iO I�1� RCN', �N W f-N i >> zco FLU t— U)z wS2z 2 a F U U) ui O F^ w d (U Z Q Z Z 0 w I.L. IL U W z z a w ..I F W W DATE REMARKS 01.22,2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6/15/69 pa <} PLOT DATE; 5/26/2009 11:28 AM DRAWN BY; TDR JVA JOB # M08065 SHEET MECHANICAL 2ND FLOOR PLAN MP3m2 CITY OF SAN LUIS 01311SSP0 l n 1161si,�{III I. I-�li Q) W LLj r m: y 7 W -J i'Ey E.j U us W P-) 3� } M � Ef J 4 p 4 CA rw U Z Lu V M e- in �M a�M Qi OI cn uj V - 0 co �a Q W coo ?wa ® �o �(n0 in _( Ul htA = Zam co W L3 O J F- U) z Q W (D Z = M ®l JLu H � U N O F w R' a J U J I � J Q L. O w O a U W LU G 0 im Q W J f- F F W W y DATE REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6/�s/oy tic 4 PLOT DATE: 5/26/2009 11:28 AM DRAWN BY: TDR JVA JOB # M08065 MECHANICAL ROOF PLAN MP3m3 ( 1 ST FLOOR PLAN - WASTE & VENT 118" = 1'-0" 1ST FLOOR PLAN - WATER & GAS AoLr Y FIXTURE FEET PER EXAMPLE �2%W(107.5) SERVICE TYPE. CW(OOLD WATER), HW(HOT WATER) W(WASTE), V(VENT), G GAS), CD(CONDENSATE) PIPE SIZE 2" CW (107.5) NOTE INDICATES DIRECTION OF WASTE PIPING d— SLOPE - MINIMUM 1/4" PER FOOT •'aCn\'^�\m of u. o..: a.u, cYA �. ...0 2'..i:.:Mx...aa .h ✓:w.x.\U S la e..iidnY..:, r. ... .. r:'.i: u'.:nic, <LY: IL re'l II IF NOT INDICATED ON PLAN BRANCH LINE PIPE FIXTR. SIZES TO FIXTURES SHALL BE AS FOLLOWS: WC-1 CW I HW I W I V Iy a J" - 3" 2" LAV-1 }„ 2" 1}" WS-1„ 2" 1 WORK LOCATED IN HATCHED AREA - NOT TO SCALE UTILITY LINE SIZING DOMESTIC WATER SERVICE NEW WSFU EXISTING WSFU TOTAL WSFU TOTAL GPM FLUSH TANK/ FLUSH VALVE METER SIZE PIPE SIZE 15.0 3.5 18.5 13.5 TANK (E)1" (E)1" STREET PRESSURE AVAILABLE PRESSURE I6 ELEV. LOSS)] REQ'RD RESIDUAL PSI A FIXTURE FURTHEST TOTAL DEVEL'D [D+(D O. 5)] LENGTHFRLOSS ALLOWABLE N 60.Opsi 42.Opsi 15.0 235' 11 psi/100' MAXIMUM ALLOWABLE WSFU (TYPE 'L' COPPER, FLUSH TANK) PIPE SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" COLD WATER (MAX. B FPS) 7 16 31 56 101 261 470 HOT WATER (MAX. 5 FPS) 4 1 9 18 29 47 117 247 SIZED PER APPENDIX 'A', 2007 CPC GAS SERVICE SPACE BTU WATER BTU OTHER BTU TOTAL BTU TOTAL CFH FURTHEST DISTANCE FROM METER PIPE SIZE 260,000 199,000 - 459,000 459 200' 2" SIZED PER TABLE 12-7, 2007 CPC SANITARY SEWER NEW DFU EXISTING DFU TOTAL DFU BUILDING SLOPE PIPE SIZE 14.0 4.0 18.0 1/4" PER V-O" (E)4" SIZED PER TABLE 7-5, 2007 CPC :7=1;94C��►[41W[old *� O 3/4" TYPE 'L' COPPER P&T DRAIN TO EXTERIOR TERMINATION, SLOPE 1/8" PER FOOT TOWARD OUTLET ON ANY HORIZONTAL SECTION OF PIPING. TERMINATE 6" ABOVE FINISHED GRADE - P&T RELIEF LINE SHALL NOT BE TRAPPED 2 LINE SIZE WALL CLEAN OUT. REFER TO DETAIL 41/MP5.2 3 3/4" TYPE 'L' COPPER CONDENSATE DRAIN PIPING FROM FAU(S) TO 'DRYWELL' TERMINATION, RUN EXPOSED ON INTERIOR WALL SURFACE. SLOPE MINIMUM 1/4" PER FOOT TOWARD OUTLET ON ANY HORIZONTAL SECTION OF PIPING, REFER TO DETAIL 32/MP5.2 4 3/4" TYPE 'L' COPPER CONDENSATE DRAIN PIPING FROM DUCTLESS FAN COIL TO EXTERIOR TERMINA11ON IN LANDSCAPED AREA.. SLOPE MINIMUM 1/4" PER FOOT TOWARD OUTLET ON ANY HORIZONTAL SECTION OF PIPING 5 PIPING UP THRU CEILING/FLOOR ASSEMBLY. REFER TO DETAIL 24/MP5.2 FOR FIRE RATED PENETRATION ASSEMBLY - TYPICAL WHERE REQUIRED, REFER TO ARCHITECTURAL SHEETS FOR RATED WALL LOCATIONS 6 NEW GAS METER & GAS SUPPLY RISER INTO BUILDING, PROVIDE FULL PORT SHUT-OFF VALVE AT RISER, REFER TO SPECIFICATIONS - METER BY GAS COMPANY, REFER TO DETAIL 11/MP5.2 7 LOCATION OF NEW FIRE RISER - TO BE INSTALLED BY FIRE SPRINKLER CONTRACTOR. SEPARATE PERMIT & APPROVAL SHALL BE OBTAINED FROM THE FIRE AND BUILDING DEPARTMENTS. REFER TO DETAIL 34/MP5.2 8 NEW DOMESTIC COLD WATER SUPPLY TO BUILDING. PROVIDE FULL PORT BRASS SHUT-OFF VALVE AT RISER, REFER TO SPECIFICATIONS 9 WASTE PIPING DOWN FROM ABOVE ROUTED IN CEILING/FLOOR ASSEMBLY. MAINTAIN SPECIFIED SLOPE ON ALL HORIZONTAL SECTIONS OF PIPING - TYPICAL 10 EXISTING WASTE PIPING TO CITY SEWER CONNECTION 11 EXISTING IRRIGATION SUPPLY PIPING 12 REMOVE EXISTING 3/4" DOMESTIC COLD WAT U I FITTING, INSTALL NEW 1" LINE, REFER TO PL . ftvi 13 POINT OF CONNECTION TO EXISTING 3/4" DCW PIPING 14 STORM DRAIN & OVERFLOW, REFER TO SHEET A-2 JUL 0 8 gnq s�. c� a Wis w W W' Oct 14 LY, m uj r y+ t t �-, L) Z ® ILI r (n M i �Mr CD WWI ==rn � U ch � -0 co Q W w :a nwa =o 0Q 0 6V =N ZWU) M CD:)J OJ i— e�Z W2Z o = N J M Q h F_ v rn Lu o u C U I V+ Q z O a V. K LU w z r�s 2 Q w J F- f w DATE REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05,26.2009 RE -SUBMITTAL 6/ls/oo PC q. PLOT DATE: 5/26/2009 11:28 AM DRAWN BY: TDR JVA JOB # M08065 PLUMBING 1ST FLOOR PLANS a 3. Y II11<i � k- ,aX: ,_ {'.a3 5. LI I Y UF SAN LUIS Uf?ISP® r, r. •V :.:. Y f6,.. � �. v e i... w z w x 4Yf OJ Y f" i :n i-• Eli tT E Y' U Z hN W r L) M r U W 2 9U ��U Q W coo =n. (LLua r ® a® 0:U) uo W�N = Z�� co uj t�MJ OJ o Z W LD z = C Mtn 0 G 1= F U l- � z W yr z l ®i 0. Z N 0 O a, LL F- a. K U cl�q W Z 0 G Z Q W J F- H N ' W W a DATE REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6/r!;Ioq I PG ¢ PLOT DATE; 5/26/2009 11:28 AM DRAWN BY; TDR JVA JOB # M08065 PLUMBING 2ND FLOOR PLANS PLUMBING = ROOF 1/8" PLAN = 1 1 .011 KhY FLAN ROOF D. 1 1 KEFEKENGE NUTE5 PLUMBING VENT TERMINATION, MAINTAIN MINIMUM 10'-0" CLEAR FROM ALL OUTSIDE AIR INTAKES. COORDINATE WITH MECHANICAL 2 GUTTER DRAIN & OVERFLOW PIPE CONNECTION — TYPICAL x3 I JUL 0 8 ,flna CI7 Y OP SAID U� s ( Z I� w W a_ rs 2 "t4 2 W +I aI 'W U ^c zoy W � S 3 $ '4 � Y• ✓1 :5 Cr �O R R } p cc ry NEE a U Z ® H F® w P L O IL) ~ ~ CM1 > t7M1 e9 l, WNU C a LW/ 000 G UI N = 4L N P Q=® N O 6 f 7 W = U) Vi _ ®LU � U' aJ i� �z w�Z cl LU G M G t9 F- F F- U � W H d (L J � z Q �0 o a ON CL w L) U W 0 G Z Q U1 J F H F- LU LU DATE ®IY REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6//s C? PG �} PLOT DATE: 5/26/2009 11:28 AM DRAWN BY: TDR JVA JOB # M06065 SHEET PLUMBING ROOF PLAN r ; ta. a y�.€hda I Pp� a_-.i:..119iaP+T� anl� Ir1ll" 1' I r'>r i - ,:. ,. Wy.- ins . ,.f; iy ,r-• "^p - 'w t. *s, ,qw 3 a+„.,,.., x qr;;•a, ,,. , JUL 08 �i RIGID DUCT & SUPPORTJIt C �� 14 NO SCALE Y OF SAN LUIS 0 IsPp W a 3 W a A q„ w ?.3 W ra - q .,.k J � iL 41j rs q Zc � .s as '' `} u 5 Wo ;,s Iyl .y C rvs b��Jrvli'l XNy/ iv U I I Z W P (n co M T Ilt It cn a�v �-000 ula IS Q W CO a. Illa ® ��O O Lo W =� CD ZWN CO O.5 �_5 F— U)Z Q W�Z = Mw OWN CLCLI J G 0 w H :3 U (1) W w a e! JV J I� I Z O a K V w G 0 Z Q W J F- F W W N DATE II�Y REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL PLOT DATE: 5/26/2009 11:28 AM DRAWN BY: TDR JVA JOB # M08065 SHEET DETAILS _ i.. .. T e A... r, i x, ry .. v «. G. #Y _. r..n - ,. N^ ... _. .. .:- . *, '. � .,. .:. ., „ -u .. � .> n. s s Y. ., n, rv. ,:: i ..._. , ., ,.. +.. _.;-..T Y ... .. :... t s. .>.. �. ✓ - •y=' aux.n n , .. �J.> r. .. ..:. ..-.s„e,: *y ... i d 1 d i. 4 ry v.. .. a �.: .. . I... � i. it x' c } $t ,.. f s :11 ,. •. ' .0 �� I 14 TYPICAL PIPING SUPPORP.- PER 0, NO SCALE JUL 6 13UILDING bIV18I CITY OF 8AN 1111f,- /- zw W ue . W fj'5i« Z iB 2 "d W B .x � d .� <; 1,4 vs a., = n a � UJ w? y 4� it Y Y�g Ali o .b ?s a tsf p,. t .b V A y.1 s� U Z I-- Lu W C) W W 0 N O i O ) _ Lu vU)a ao CL wW� = W a P N ca _ ® ® N W �� Z�� CO Lu H to Z o Lu z W = Lu MN J2 ®le F- F_ U W y O z I I V) Yi Z 0 a K U W W O z z J F- F W 111 N DATE REMARKS 01,22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6/rs/o9 PC, 4 PLOT DATE: 5/26/2009 11:28 AM DRAWN BY: TDR JVA JOB # M08065 DETAILS } h-F�' •4 �. i'1 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 off BE PERF- PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3E PERF- PROJECTNAME_PROJECTNAME 11/18/2008 Masthead Movers T.I. 11/18/2008 Meathead Movers T.I. GENERAL INFORMATION DATE OP PLANS BUILDING COND T O D L R AREA CL MATE 2 E 4,038sq.Ft. 5 BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ® EXISTING •ADDITIONIALTERATIO STATEMENT F COMPLI This Cerltfem a of Compliance lists fine building features and performance specifications needed to comply with Title 24, Pads 1 and 6 of the California Code of Regulations. This continues applies only to a Building using the Performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNA RE GATE card 11/18/2008 The Principal Designer hereby cordite that the proposed building sign represented IN this set of construction documents is a consistent with the other compliance forms and worksheets, with specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets me energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Pan Q. ENV. LTG. MECH. _ X❑ ❑ 0 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of ni al relectrical en ineer or 1 am a licensed architect. California as engineer, mechanical engineer, 9 9 r9 2 offprovisions1 isio of the Business and Professions Code Section . I Irm that I am eligible under the r on n 3 9 673Z3 to sign this document as the parson responsible for its preparation; and that I am a licensed contra to contractor performing this work. . I Division 3 of the Business and Professions Code to sin this document 3 affirm that am eligible under D on e 9 9 'b exempt ursuantto Business Professions because it pertains to a structure or type of work described as e m ofeusin Cade Sections and 6737 ip. (These sections of the Business and Professions Code are printed in siden5538, All in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measure ENV-1 Required Forms PRINCIPAL ENVELOPE DESIGNER - NAME SIGNANRE LIC. NO. DATE LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measure i hung Compliance Not In The Scope Of Required Forms PRINCIPAL LIGHTING DESIGNER -NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measure MECH-1 MECH-2 MECH-3 MECH-5 Required Forms PRINCIPAL MECHANICAL DESIGNER -NAME SIGNA E LIC. NO. DATE JVA Mechanical Engineering M31205 11/18/2008 ANNUAL TOV ENERGY USE SUMMARY kBtu/s tt- r ENERGY COMPONENT Standard Design Proposed Design Compliance Margin 33.71 142.88 01.99 0.00 0.00 1,21 Top 0.00 0.00 239.77 ( 51.0% excluding process) Space Heating Space Cooling Indoor Fans Heat Rejection Pumps&Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Percent better than Standard: 37.87 4,16 216,09 73,21 92.56 30.57 0,00 0.00 0.00 0,00 4.94 3.73 61.72 61,72 56.63 5643 0.00 0.00 469.81 230.03 51.0 BUIL12INQ COMPLIES GENERAL INFORMATION Building Orientation Number of Stories s Number of Systems Y Number of Zones Nod Conditioned Floor Area a,o sent. 896 s n. Unconditioned Floor Area q 28 s tt. Footprint Area q Conditioned F CO P F uel TYPe Natulai Gas 2 a s Orientation Front Elevation N Left Elevation E Rear Elevation s Right Elevation W Total Roof Dome,Area sqn. son. sqn. sqn. sqn. sqn. Glazing Area Glazing son apt. sqn. sqn. Ratio 1 554 421 21.1 Bard 639 o 0 o.o% D 0 o.o% 2,360 2.912 i1��1060jjI'm I_�igft. 0.0% Standard Proposed Lighting Power Density 1.053 vvwlQ1.053W/sqn. Prescriptive Env. Heat loss 989 Enstash Prescriptive Env. Heat Gain 7 114 atuln-Falai Remarks: Run Initiation Time; 111 Run Code,127 Energyi by EnutpuSon User Number: 4543 Job Number M08065 Page:4 of 20 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 Qf 3 PERF-1 PROJECT NAME Meathead Movers T.I. UATE 11/18/2008 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area sfimpild Inst. LPD Cut. Credits sum Allowed LPD Proc. Loads /so Area Wfa 3 Tattered WIs 4 FAU-1, 1st Floor Lobby/Reception Lobb.Main Ent, 256 *IEDC CarridonTUR/DiSplay Corridor/RestmoMsu pad 649 '0.6 Conference Room ConvergentCm4esucho theetin 108 -1.4 Mechanical Room Esanni Mechanical Room 126 "0.7 Commercial Storage Commercia1Jndustrie Stan, 18,836 •0.6 FAU-2. 2nd Floor Offices Offices Gmce 1,13 -12 FA ,3 2nd Floor SateslCor Open Sales office 1,371 '1.2 ComedoAl Corrdonaestracasu d cars '0.6 FC-1. Server Room Server Room SleddwL Mecharrcal Room 113 -0.7 N01es �riems marked xvN aslarisk, sae LTG2 Cby others) 2. Sale LTG4C 3eyao LTG-5,C 4. Sea LTG-60 it... around ,Jr. special doeamentetion EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST n 1 I nforcemeete anc smbeho a ....... ....noon rO me nemss ac mmiscmcen5l. neserromsregmuelixo ra,wmLen esaucauon Te oc a PYp 1 9 Y ilbuilding or design used the rtormancea roach. a adequacycrcementa agency ficatione and documenfallon ands eclat verificationPe pP 9 Y es Nestle vac of P9 Y ae nlM1et ofhenvise complies based on the adequacy crib. ial justification an thejustification,and ma re ectabulltln or a P end concentration 9 9 9 dY P.c ) Y submihei for th., use have CERTIFICATE OF COMPLIANCE ENV-1- PROJECT NAME DATE Meathead Movers T.I. 11/18/2008 MCI IF SURFACES # Su ace T e Area U•Fac. Insulation CoBit Cav, t. Act. A.M. Tilt Cond: Status Joint Appendi IV Reference Location / Comments Lobb /Rece lien 2 Wall 1 1.180 N ins 90 v i&At 3 Wali 00 115 90 10a-A2 Lobb (Rece lion 4 Wall 11 0.063 2.5" R-On 25 90 Altered 10a-A2 E=16-Al Lobb /Rece ton 5 Demisin i 0.217 R-13 R-0.0 0 90 New 11-A3 Corddcr/RR/Dis Is faces Mechanical Room 6 Demisin 3 0217 R-13 R .0 0 90 it-A3 OOrddor/RRIDis Is faces Commercial Store e 7 Wall 21 0,094 R-13 R-0.6 25 90 Alt U-Ali E=16-A7 Corridor/RFUDis Is 8 Door 0.700 None R-0.0 25 90 28-A2 Co iftendRR/Dip Is 9 Wall 0.063 2.5" R-0.0 115 90 New 10a-A2 Conference Room 10 Wall 1 1.180 Nine R-0.0 115 90 16-Al Conference Room 11 Demisin 12 0.217 R-13 R-0. 0 90 it-A3 Conference Room faces Commercial Stord e 12 Demisin 12 0.048 R-19 R-0.0 0 0 21-A4 ORces faces Mechanical Room 13 Demisin 2 0.048 RAS Rage 0 0 New 21-A4 Offices faces Commercial Sk e 14 Demisin 21 0.217 -13 R-0.0 0 90 11-A3 Offices its.. Commercial abroad 15 We 4 0.063 2.5" R-0.0 25 90 IasiOffices 16 Wail 23 0.063 2. ' R-0. , 25 90 Altered loci E=li Offices 17 Wall 13 0.094 R-13 RAE 25 90 Altered l61 E=16-A1 Offices 18 Wall 8 0.063 2Z" R-0.0 115 90 New 10a-AZ Offices 19 Wall 26 1.180 None R-0.0 115 90 Removed 16-Ai Offices 20 Roof 113 0.052 RAO. R0.0 295 0 It r 07-Atli E=07-A1 OPoces 'RcAc RfUw.swdM.AdMh4Removea R-19 FENESTRATION SURFACES soma:tear:^o uIn islies user. Are xer. U-Fal thaws and w SHGC. 'w,.wm"o�mu'o"ire Act. Asian. ewlaia" Cond. Stat. r. thine er us, Glazing Type ^---.•_,_._..._., At Tvne Location/ Comments i Window Front NE 9 0.460 NFRO 0.39 NFRC 25 Now Western Stales Glass Standard Lobb/Rece lion 2 Window Left SE 16 0.445VUiRiU NFRC 0.39 NFRC 125 New m States Glass, Standard Wtp11e Sfa a Lobb /Rece tion 3 Window Front NE 1 0.460 NFRC 0.39 NFRC 25 New ern States Gla sStandard Weal s . Lobb (Rece Gon 4 Window Front NE 1 0.460 NFRC 0.39 NFRC 25 w New m States lass Standard ogle G la Conerence 5 Window Left SE 73 0.460 NFRC 0.39 NFRC 115 New t s G Standard W lass 41Bbtem Conferences Room Room 6 Window Leh SE 13 0.460 NFRC 0.39 NFRC 115 New Stag I Standard arm States Gass Conference Room 7 Window Front NE 5 0.460 NFRC 039 NFRC-25 New ,Ntm States Glass, Standard Once 8 Window Front NE 8 0 .460 NFRC 0.,39 NFRC 25 N hew m States Glass Standard Offices 9 Front NE Window o t 6 0.460 NFRC 0.39 R NF C 2 5 New arm States Glass Standard Wage Offices 10 Window Lek SE 18 0.460 NFRC 0.39 NFRC 1 15 N ew Wages, States Glass StentlaN Alta Offices 11 Window LeR SE WI do 1 0.460 F N RC 0.39 FR C 115 New arm States Glass Standard Open Sales 12 indow From NE 8 0.460 NFRC 0.39 NFIRCI 25 New ArRefiern States Glass Standard CorridorlRR Grey 1 ufear TweII crown Ta.. a.. Surfaces. l a.. im, outran loo.xmen Me wm mama eppanms, rvama.ad... vein, 2 $IkCTebv 1169Me UtTablef..SWdard%GC Cwteed Glaae,NFRCLabHWVxlue EXTERIOR SHADING # Exterior Shade Tye SHGC Window H t. Wd. Overhana Left Fin Right Fin Len. Hat LEABE21 Dist. Len. Hot. Dist, Len. Hot. None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 None r 0.76 9 None 0.76 10 None 016 None 076 12 None 0.76 IMINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED P ES CERTIFICATE OF COMPLIANCE ENV-1- CERTIFICATE OF COMPLIANCE MECH-1-C IR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C IR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-C # uplacs T e Area U-Far. Insulaifon Cay. Cont. Act. Azm. Tilt Cond: Status Joint Appendi IV Reference Location / Comments 22 OemtsinE Dead R-1 R 0 0 New 21-A4 open Sales faros Commercial Storage) ermen 021 - 090 11-A3 O en Sales f ces Commercial fora24 Roof 0.052 R-10* fil 295 0 r 07-A16 E=07-At 0 en Sales 25 Demisin 0.90 R-19 R-DO 0 0 1-A4 Comdor/RR faces Commercial Stam e26 Roof 0.052 R-10. R-0. 295 0 7-A76 E=07-At Ccmdor/RR 27 Wall 0.094 R•19 Fl 25 90 Altered 16-A4 E=ie-Ai COrddodi 28 Wall 0.063 2.5" R-0.0 25 90 Alkered 10a-A2 E=16-At Server Room FENESTRATION SURFACES sreaarc ie�.iis. ale ea'cen or man m nee - tous.H an..Itro tl1 roc am In MeI b-ur a .gnu.. # Type Area U•Fac' SiAzm. Act. Cond. Stat. Glazinug Tvpe Location/ Comments 121...c Tome Imilaccuumabtaarmmar.Cgrie", chrimnlnlia �MfAla1¢a Ni RCrLal,nlad Vac uel Appendi F, NPRC Lebal4tl value. EXTERIOR SHADING # Exterior Shade Type SHGC Window H L Wd. Overhang Left Fin Rjaht Fm Len. Hot, SKYLIGHTIMINIMUM FOR LARGESPACES ❑the app sMCUIINnalaln<Ilmelamneve,Fwupl, ISana<onlelnaan encbaM epsn Mh.aore,ee 9-e er loan a5.appN,acellln.h^bM9reeteaaren re(M anaant➢D lg9enonl IlehNn9 Hlvl1eart0.5W/a29ea 9evTon 1031Hi.MN,IsambeheepwO, ENViC mu<I Mallea pal. ash mM1WpuneerMa VrewlpWe CompWnwapproa<d. l"n Initiation Run Code- 12UO54 EnergyPro44 by Energy5ott User Number4543 Job Number MU065 Paga]of 20 This forme to be used by the designer and attached to the plans. Listed below are all the accepance tests for mechanical systems. The designer is required 10 check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of 3 canals type requires a test, listme equipment description and the number of systems M be issued in parentheses. The NJ number designates the Section in the APpendixof the Nonresidential ACM Manual that describes the test Also indicate the person responsible for performing the teats i nin the Installing contractor. deals n proforecrel Bran agent selected by the owner). Since this farm will be part of the plans, camplation of this section will allow the responsible party to budget for the sumps of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly Continuous! building or space, or a new spaceconditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be oenified as meeting fine Acceptance mumieemente for Code Compliance. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building dependent that ceaines plans, specficcoore, installation cen'Acates. and ouemtino and malnte ores. information meet me requlmments of Section 10-103(b) and Title 24 Pan 6. ❑MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requidng acceptance testing Test rs ulrtd on aUNews form bOlh Naw ConslrvccaudFOWfir H Acceptance Docuent ❑ Acce MECH-3-A: Packaged HVACS P m Equipment requiring acceptance testing reamrepairedon&INe'vsyftemabWh tee, CmsWeeOn and RePOfif ❑MECH4-A: AinSide Economizer Acceptance Document Equipment requiring acceptance testing roaronmraepr, mi nawaymam. epin New eH^suaaron one Rmronl. umla coon eco^omnara marl..eranauoemllreauoryamcarrrwwan rim cwnmi..a0."ell". epurpms"'whe"i.'shve... .... Iron. ❑ MECH-5-A: Air Distribution Acceptance Document Equipment requiring acceptance testis rn¢ m:,-.egmrep a ma o,ax aa,v.s s, ado xz a spe<a or mss and zsv. or mwe or Ina e,Am era m,µ,cmdaro^ad w samswmrtm,me .paw sxa an wrye"crmee(tne appva requlremenlx R&mAlayaloms tnalmoe(InaaNve Nquvunrwlae^Canter MenOLub, rarRce Pu[faa replemHlNepa[kageu dmtt ❑ MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requidng acceptance testing stre. OCV ccnlyds inalalled Hn newwwJsllrgpoclv9easyslemt muNbeleslea. ❑ MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requidng acceptance testing Apneas YAV ran volume romr0 c,invelea an new Orenuanq'carrini be lea. ❑MECH-8-A: -Hispanic System Control Acceptance Document -Variable Flow Controls Appeesloeausdandusinassyslerm y remnnecfMlOacommM header. -Supply cIsolation Controls ors andrninon anameperrra,your^psz re Reset Controls -Supply Water Temperature ResetControls Appllea Ionaw Oonslenl Row cnaledendnos welerryMema chef flare a deslgn cepaollyyraalerlhan oreque110500,CW aluPr. be -Water-loop Heat Pump Controls Aeries to a/Inswwalerloup hesfpump sy4ems hires, (11 c rnaradlOappumps are grv>rerlhan 5h➢. -Variable Frequency Controls Avpresmannewaisrnbunonpumpa om,owvahaem now rnmeb, nyamnlcnearvump orrondrivoc wale. syslemswnere lllepumps mpl0rsare9reafttlhen SAp E ui meal re albs acce tanceteslin EnergyPro 4.4 by EnergyaoR User Number.4543 Job Number: M0e065 Paps of 20 ITEM OR SYSTEM TAGS) Number of Systems T-24 MANDATORY MEASURES Section Rate.... on Plans or specificationl Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Ductlased.tion PRESCRIPTIVE MEASURES Calculated Heating Capacity x 143 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1242 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset ()DC only) Simultaneous Headfirst Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliancy 112a) 80%AFUE 80%AFUE 80%AFUE 11 13.2 SEER I J 1.0 EER 13.2 SEER 111.0 EER 13.2 SEER/ Ilo EER 112 b his me n/a 112 c ,115 a Due me n/a 121 121 a 190 chip 170 Mm 267 can 121 c No No No 121ae 1 No No No 1 1 Pro rammable Switch Programmable Switch Pro rammable Switch ima Hearing Required Housing Required Heatln Re uired 1920) Auto Auto Auto 122 me Ma N. 123 124 R-6.0 R-8U 144 a & ad me n/a we 144 a & ad 64,000 Man 64,000 btuh 80000 btuh 1,Irt (a fs lud me No me 144 a & or 32388 been 41632 bhuh 42597 Dun 144 c Constant Volume Conetent Volume Constant Volume 144 for 144 act 144 put No No No 144 a No Economizer No Economizer No Economizer 144 f Constant Tema, Constant Term Constant Term 144(f) ConstantTemp Constant Temp ConstantTemp 144 k No No No 1: Fw each central and single zone air sYateme (e,,mi p of c nuar units) fill in Me reference to sheet numberandlorepeopeallon section and paragraph number where the required national documented. if a ragalrement is not app4c,ble, put'NIA'In the column. 2: Not r required for missing and coons. Either enter a value here or put in reference of tans -ants Ines rf not 1 a9 Y 9 9 P P Pe tons par cot e. 3:Enler YearfSyelam i5: Constant Vobme. pingla Zane; Serves<5,0eosge; Has 125% duct in uowndiliorsd space. Dud sealing is required for reverrtive, Compliance, ITEM OR SYSTEM TAG(S) Number of Systems T-24 MANDATORY MEASURES Section Heading Equipment Efficiency Cooling Equipment Efficiency Heal Pump Thermostat Formula Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Ductlnsule0on PRESCRIPTIVE MEASURES Calculated Heating Capacityx 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1212 Proposed Sensible Cooling Capacity2 Fan Control UP Sensor Location Supply Pressure Reset (ODC only) Simultaneous Haat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset pool Sealing for Prescriptive Compliancil Reference on Plans or Specification' 112(a) Na 11.0 EER 112 b The 112 c,115a We 121a) 121 b 17 dip 121(c) No 121c) No 1 i 12 Pro rammable Switch lindia Heating Required 122(f) Auto 122mg rile 123 124 R-8.0 144 a&lot n/a 144 a&b 0bNh 144 a a in use 144 a & Id 22,681 btuh 144 c Constant Valume I44 C 146 AD 144 d No 144 a No Economizer 144 Constant Temp 144( ConstantTemp 144 k No t. For each ceraml and single zone an systems (or group of similar un,taN in are reference to sheet number and/or specification section and Terri number where the rsqui,atl lealures are documented. If a requirement is not eppli[able, put "NiA' In Ise column. 2: Not mqusretl far M1ydronic heating and wollrg. Either enters value Here or pal in reference of plans and specfiwtons per footnote 1. 3: Entar Yes dsystem is: ComenthAvolume, Sings. Zone; Serves <5,000 sqn; Has .25%t duo in umondsoned space. Duct sealing is requiredfer Prescriptive Compliance, see PERF-1 for pedormanra method ductsealing requirements. MECHANICAL VENTILATION MECH-3-C ENVELOPE MANDATORY MEASURES ENV-MM IMECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-M MECHANICAL MANDATORY MEASURES Part2 of 2 MECH-M PROJECT NAME Meathead Movers T I DATE 11/18/2008 PROJECT NAME Masthead Movers T.I. OATE�� 11111 8/2008 I PROJECT NAME Meathead Movers T.I. GATE 11/18/2008 PROJECT NAME Meathead Movers T.I. DATE 11/18/2008 PRESCRIPTIVE REHEAT LIMITATION Section 144 d MECHANICAL VENTILATION S ion 121 2 v MINIMUM A r. 0 E F G H I I J K L M 20NElSYSTEM _JHmWYO4 ¢ ou a cT3 ' % nmm mp ve- e9, p4^3 Jn�3m $; ep mq o.< b 1 3No6u st 0 9 'aa m' 0 aT> Fit I (sJtoe C"lipmTa Ojy d ill ��'O•-A3a ' =P aj ' obby/Reception 2 0.15 38 38 38 orridor/RRIDis I 54 0.16*206 97 97 Conference Room 1 0.50 54 54 FAU-1, 1st Floor Total 190 190 Pores 1,13 0.15 170 170 FAU-2, 2nd Floor Offices Total 170 170 Open Sales 1.37 0.15 206 206orridor/RR 0.15 61 61 FAU-3, 2nd Floor Sales/Corr Total 267 267 erver Room 11 0.15 17 17 17 FC-1. Server Room Total 17 17 l , e fma a'-m at In n f of r a oa lied Required Veofiland Alr Drop VA.isM,e larerdme vellBation ratescilculated on and AREA or OCCUPANCY BASIS morche UorG. H I J uce,0 r sanerse Air b r... make msdiere Must commerMen reduce, Oec nessu l rm ce.CFlux30°b'H K .."..red Ra. gadin L Ma„im O1 CAI J K. or 30o crm 11 ,' m l N a sal mrAwmnL r rip t. . m t . .a. w. N Tranal Ibep4vjd dWbare ll'e Required VeNll rga A'(Wlumnl)Isgreelerinen ltu Dedgn Mlnl AV(wcmn M) wMmregdedushov rretherviss Vvanmequal MIM1e dIX ebeM ulheflmluLed Venlletloo AY t.l b nd lMeedetMmmom Nr(cd... ctobsnis.c. Enentift 44 by Ener lJolt User N rsom M43 Job Number. M08065 Page 12 of20 DESCRIPTION Designer JEndforcement X❑ 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. O118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. Q117(a) All ExteriorJoinls and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise seated. O 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass dower and fire doors). X❑ 116(a)l Manufactured Doors and Windows installed shall have air infiltration hates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U-value according to NFRC procedures. X❑ lisle) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R.value of no less than R-13 between framing members. Efuslifyi by Ener Soft User NumbeE4543 Job Number: M08065 Pa e:i4 of 20 Equipment and Systems Efficiencies ill Any sprit.... for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. Olisle) Fan type central furnaces shall not have a pilot light. 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls 122od Each space conditioning system shall be installed with one of the following: ❑ 122(e)iA Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or ❑ 122(111B An occupancy sensor to control the operating period of the system; or ❑ 122(e)1C A4-hour timer that can be manually operated to control the operating period of the system. ❑ 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat Shalimar. ❑ Ing) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. ® 122(abi Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shutoff or reduced to a minimum. ❑ 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit IF)and adjustable suffusion stops accessible only to authorized personnel. ❑ il2(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. Ventilation X❑ 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. ❑ 122I) Gravity or automatic dampers interlocked an d closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. ❑ 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. 121(f)l Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEWS) Procedural Standards (1983), or Associated Air Balance Council ("SC) National Standards (1989); or 121BI2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certifed by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licensed C40 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or X❑ 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity an a readily accessible display divide; or ❑ 121(f)4 Another method approved by the Commission. Service Water Heating Systems 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pumps) when hot water is not required, Q113(c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. DUIL CITY OF me, M �I I�IC7N LIJI ORS' r V J JJ l:l G7 2`Ur p' s J e,-13 us, Q >f yp lit.. i [x 2 Lr sM tJ "II}iS for ✓ y V not4 Q W ti � e of d ut ` e. n1 ati 01 win as z � ua' a> co (, L A . H➢w w, �r A Yl% 'b,✓ 'v i A 9. � d 1 v° �4 r .G t�r.o t l lr r . .} r o, 8 CO 3 qq r, 7,>r' , 4 £LL " rr f j G C7r"+ i 1,� u �ry m 1 , .4 , w s. � 17 a ! - U Z ® I° LU '1P fin V c) e- W LU UJ UJ V V w WDO ® 2m �yM 1.0 O W O tr> co F-tn T O Z�y co C9 J i� 0)Z Wiz Q � Q �= Q LU MN OHO h U to F- 0 W I W V less- less- OUJ U O a N O W O W lese- Z ssess W Ir -.1 r LU W N DATE REMARKS 01.22.2009 SUBMITTAL 03.27.2009 RE -SUBMITTAL 05.26.2009 RE -SUBMITTAL 6AS�o9 PG sif PLOT DATE: 5/26/2009 11:29 AM DRAWN BY: TDR JVA JOB # M08065 SHEET TITLE 24 COMPLIANCE DOCUMENTATION ( all , it s tlr J Ilp1 i 1, I)n { ' I tf) !211tN'I> it (Ffr'.i R,79d 9 41f nl , di/ Tli1 /a LEGENDNOTE: INTERPRET IN CONTEXT GENERAL NOTES GENERAL LIGHTING PLAN NOTES V LIGHT FIXTURES POWER/COMM. CONDUIT/WIRE O CEILING SURFACEMOUNT 0 SINGLE RECEPT. NEW 10 WALL SURFACEMOUNT 0 DUPLEX RECEPT. --- UNDERGROUND PENDANT MOUNT 0 DUPLEX— HALF SWITCHED "i NEW POWER HOMERUN ❑O RECESSED DOWNLIGHT + DOUBLE DUPLEX (3 HOTS & NEUT SHOWN) O RECESSED WALLWASH SPECIAL CONFIGURATION ISOLATED GROUND RECESSED FLUOR. FLOORMOUNT 208V, 10 RECEPT —E— EXISTING TO REMAIN 0 SURFACE FLUOR, O DUPLEX— FLOOR OUTLET a (E) POWER HOMERUN —° FLUOR. STRIP UON QDa„ GROUND FAULT CIRCUIT INTERRUPT WIRE LINE— CONTINUES 0 TRACK LIGHT OJ JUNCTION BOX CONDUIT STUB (W/MARKER) DIRECTIONAL FLOOD ♦ TELEPHONE OUTLET VERTICAL CONDUIT RUN EMERGENCY FIXTURE '7 DATA OUTLET ff CONDUIT SEAL POLE LIGHT V,, PHONE/DATA COMBO OUTLET Q FLEXIBLE CONNECTION POLE LIGHT- DECORATIVE V TV/DATA COMBO OUTLET -`"- LOW VOLTAGE UPLIGHT- FLUSH IN GRADE TELEVISION OUTLET -"- SURFACEMOUNT RACEWAY @ BOLLARD a SAFETY DISCONNECT INDICATES LINE CONTINUES 0 E�n TANDEM —WIRED LAMPS Q_et� DROP CORD RECEPT CORD W/PLUG ® UNDERCABINET LIGHT J@c ABOVE—CLGMOUNT J—BOX WALL SURFACEMOUNT LINEAR TYPE ® TV OUTLET— FLOORMOLINT o PENDANT LINEAR FLUOR. TELEPHONE FLOOR OUTLET FIRE ALARM a RECESSED WALLMOUNT OO DATA FLOOR OUTLET 8 WALLPACK OO PHONE/DATA COMBO FLOOR OUTLET 181 HORN— AUDIBLE DEVICE 19 EXIT LIGHT— WALL 1Z VISUAL— VISUAL DEVICE 4 EXIT LIGHT— CEILING AV AUDIBLE/VISUAL (ARROW INDICATES DIRECTION) MISCELLANEOUS ❑F FLOW SWITCH a� LETTER ADJACENT INDICATES O MOTOR T❑ TAMPER SWITCH FIXTURE TYPE SWITCHES $ SPST $2 DPST $3 3—WAY $a 4—WAY $p DIMMER TIMER SWITCH $M MOTORIZED SWITCH % W/PILOT LIGHT $K KEY OPERATED $_$ DUAL LEVEL SWITCHING (a) SWITCHLEG DESIGNATION O THERMOSTAT MANUAL PULL STATION ^— CIRCUIT BREAKER SD SMOKE DETECTOR —h FUSIBLE SWITCH Soo DUCT SMOKE DETECTOR 1 GROUND 8 HEAT DETECTOR 0 PHASE OB BELL (D CLOCK END OF LINE RESISTOR E S CLOCK/ SPEAKER IAMB INATION © CHIME OCCUPANCY SENSOR H OS WATTSTOPPER #WP-2255 U OS WATTSTOPPER #UT-355 OS WATTSTOPPER #WP-1105 pp POWER PACK WATTSTOPPER #BZ-100 SP SLAVE POWER PACK WATTSTOPPER #S120—P $os OCCUPANCY SENSOR SWITCH WATTSTOPPER #WS-200 A AMPERE AB AMP BREAKER ABAND ABANDONED ABV ABOVE AC ALTERNATING CURRENT AC—# AIR CONDITIONER ADJ ADJACENT AF AMP FUSE, AMP FRAME AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AIC AMPERES INTERRUPTING CAPACITY Al ALUMINUM AS AMP SWITCH RATING ATS AUTOMATIC TIME SWITCH ATS AUTOMATIC TRANSFER SWITCH AV AUDIBLE/AUDIO VISUAL AWG AMERICAN WIRE GAGE BFG BELOW FINISH GRADE BIL BASIC IMPULSE LEVEL BLDG BUILDING C CONDUIT —C— CATV CONDUIT CAB'T CABINET CATV CABLE TELEVISION CB CIRCUIT BREAKER, CODE BLUE CBC CA. BUILDING CODE CEC CA. ELECTRICAL CODE CA. ENERGY COMMISSION CF COMPACT FLUORESCENT CFC CALIFORNIA FIRE CODE CLG CEILING CL CENTER LINE CKT CIRCUIT CNT'R CONTRACTOR C.O. CONDUIT ONLY (W/PULLROPE) COND CONDUIT, CONDUCTOR CR CRITICAL BRANCH CSFM CALIFORNIA SFM CT CURRENT TRANSFORMER Cu COPPER CU—# CONDENSING UNIT D DEPTH DC DIRECT CURRENT DF DRINKING FOUNTAIN DIA DIAMETER DISC DISCONNECT DIST DISTRIBUTION DPST DOUBLE POLE SINGLE THROW DW DISHWASHER EM EMERGENCY (E) EXISTING EA EACH EB ELECTRONIC BALLAST EC ELECTRICAL CONTRACTOR EC—# EVAPORATIVE COOLER EF—# EXHAUST FAN EL EVENING LIGHT ELEC ELECTRICAL EM EMERG BATTERY BACKUP EMB EMERGENCY BALLAST EMERG EMERGENCY EOL END OF LINE EQUIP'T EQUIPMENT ES ENERGY SAVING EXN3 IN (BE LOCATION �E; TO EXT EXTERIOR F FLUORESCENT (F) FUTURE F—# FURNACE FA FIRE ALARM K:\DWGS\O8-8196\08-8196_E1O.dwg — Helen — Jun 12, 2009 — 3:54pm FM WALL MOUNTED CLOCK PUSHBUTTON FLUSHMOUNT PANEL SURFACEMOUNT PANEL a FLUSHMOUNT CABINET SURFACEMOUNT CABINET OW DAMPER MOTOR OH HUMIDISTAT O MAGNETIC CONTACTOR 91' COMBINATION STARTER SOUND OO SPEAKER— CLG FLUSHMOUNT SPEAKER— WALLMOUNT © MICROPHONE INPUT OA AUXILIARY INPUT HS HEADSET OUTLET O VOLUME CONTROL vO5 SPEAKER— CLG FLUSHMOUNT VANDAL —RESISTANT CLOCK/SPEAKER WALLMOUNT SEMI —FLUSH FACP FIRE ALARM CONTROL PANEL OCP OVERCURRENT PROTECTION FAT FIRE ALARM TERMINAL OD OUTSIDE DIAMETER FAU FORCED AIR UNIT OH OVERHEAD FBO FURNISHED BY OTHERS OSA OFFICE of the STATE ARCHITECT FC—# FAN COIL OSHPD OFFICE of STATEWIDE HEALTH FLA FULL LOAD AMPS PLANNING & DEVELOPMENT FLR FLOOR OVLD OVERLOAD FLUOR FLUORESCENT P POLE FS FUSIBLE SWITCH PA PUBLIC ADDRESS FVNR FULL VOLTAGE NON —REVERSING PB PULLBOX G GROUNDING CONDUCTOR PC PULL CHAIN GC GENERAL CONTRACTOR PC PHOTOCELL GO GARBAGE DISPOSAL PC PLUMBING CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER ph PHASE GFI GROUND FAULT CIRCUIT INTERRUPTER PNL PANEL GND GROUND POC POINT OF CONNECTION GRS GALVANIZED RIGID STEEL —PP— POWER PRIMARY GWS GANG WITH SWITCH —PS— POWER SECONDARY H HEIGHT, HIGH (R) RELOCATE(D) HACR HEATING, AC & REFRIG RECEPT RECEPTACLE HID HIGH INTENSITY DISCHARGE REF REFRIGERATOR HO HIGH OUTPUT REQ'D REQUIRED HOA HAND —OFF —AUTO RLA RATED LOAD AMPS hp HORSEPOWER RM ROOM HPF HIGH POWER FACTOR RMC RIGID METAL CONDUIT HPS HIGH PRESSURE SODIUM RMV REMOVE IC INTERCOM RPLC REPLACE ID IDENTIFICATION IRS RAPID START IF INSIDE FROST SC SIGNAL CABINET IG ISOLATED GROUND SCC SHORT CKT CURRENT J—BOX JUNCTION BOX SFM STATE FIRE MARSHAL K QUANTITY 1000 SHT SHEET kVA KILOVOLTAMPS SL SUMLINE, SWITCH LEG kW KILOWATT SPEC SPECIFICATION LC LIGHTING CONTACTOR SPST SINGLE POLE SINGLE THROW LIPS LOW PRESSURE SODIUM SQ SQUARE URA LOCKED ROTOR AMPS STR'G STORAGE LS LIFE SAFETY BRANCH SURF SURFACE LT LIGHT SVC SERVICE LTG LIGHTING SW SWITCH LV LOW VOLTAGE T TRANSFORMER, TERMINAL MC MECHANICAL CONTRACTOR —T— TELEPHONE CONDUIT MCA MINIMUM CKT AMPS TBR TO BE REMOVED MCB MAIN CIRCUIT BREAKER TC TIME CLOCK MCTB MAIN CATV TERMINAL BOARD TEL TELEPHONE MCTC MAIN CATV TERMINAL CABINET TELCO TELEPHONE COMPANY MECH MECHANICAL TS TIME SWITCH MFR MANUFACTURER TSO TIME SWITCH OVERRIDE MFS MAIN FUSIBLE SWITCH TSP TWISTED SHIELDED PAIR MH METAL HALIDE TTB TELEPHONE TERMINAL BOARD MLO MAIN LUGS ONLY TTC TELEPHONE TERMINAL CABINET MOCP MAXIMUM OCP TX TRANSFORMER MSB MAIN SWITCHBOARD TYP TYPICAL MT MOUNT TYP SIM TYPICAL SIMILAR MT HT MOUNTING HEIGHT UC UNDERCABINET, UNDERCOUNTER MTS MANUAL TRANSFER SWITCH UG UNDERGROUND MTTB MAIN TELEPHONE TERMINAL BOARD UGPS UNDERGROUND PULL SECTION MTTC MAIN TELEPHONE TERMINAL CABINET UL UNDERWRITERS LABORATORIES MW MICROWAVE LION UNLESS OTHERWISE NOTED N NEUTRAL (GROUNDED CONDUCTOR) USA UG SVC ALERT 800-642-2444 (N) NEW V VOLT N3R NEMA 3R VA VOLT AMPERES NC NORMALLY CLOSED VAC VOLT ALTERNATING CURRENT NEC NATIONAL ELECTRICAL CODE VHO VERY HIGH OUTPUT NEMA NAT'L ELEC MANUFACTURER'S ASSOC VOLT VOLTAGE NIC NOT IN CONTRACT VR VANDAL —RESISTANT NL NIGHT LIGHT W WIDTH, WATT, WIRE NO NORMALLY OPEN WH—# WATER HEATER NPF NORMAL POWER FACTOR WP WEATHERPROOF (NEMA 3R) NTS NOT TO SCALE XFMR TRANSFORMER OC ON CENTER +48 INDICATES MOUNTING HEIGHT AFF 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS: A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2005 NATIONAL ELECTRICAL CODE AND 2006 INTERNATIONAL FIRE CODE, INTERNATIONAL BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCAL AMENDMENTS AS APPLICABLE. B. AMERICANS WITH DISABILITIES ACT (ADA). 2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE. 3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH -PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION. 4. MOUNTING HEIGHTS IN INCHES TO CENTERLINE ABOVE FINISH FLOOR SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: +18" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. +48" AFF: LIGHT SWITCHES. +48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. THE LOWER OF +80" AFF OR 6" BELOW CEILING: FIRE ALARM VISUALS. BEFORE ROUGH -IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB -UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN. 5. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). 6. EQUIPMENT ANCHORAGE: BRACE OR ANCHOR ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION. USE THE FOLLOWING CRITERIA FOR DETERMINING: A. FIXED EQUIPMENT ON GRADE 30% OF OPERATING WEIGHT. B. FIXED EQUIPMENT ON STRUCTURE 45% OF OPERATING WEIGHT. C. EMERGENCY POWER EQUIPMENT ON GRADE 40% OF OPERATING WEIGHT. D. EMERGENCY POWER EQUIPMENT ON STRUCTURE 60% OF OPERATING WEIGHT. EXCEPTIONS: FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4X THE ABOVE VALUES; FOR SIMULTANEOUS VERTICAL FORCE, USE 1/3X HORIZONTAL FORCE. SEE STRUCTURAL PLANS FOR ANCHORAGE DETAILS AND WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. SHOULD SAID APPROVAL BE WITHHELD, ELECTRICAL CONTRACTOR SHALL, AT NO EXTRA COST TO THE OWNER, MODIFY AND JUSTIFY INSTALLATION AS REQUIRED TO GAIN APPROVAL. MECHANICAL SYSTEMS 1. MECHANICAL UNIT CONDUITS: TO PREVENT DAMAGE DUE TO VIBRATION, BOTH POWER AND CONTROL WIRING CONDUITS FEEDING EXTERIOR MECHANICAL UNITS SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR WITH LIQUID TIGHT FLEXIBLE TYPE AT FINAL CONNECTION TO UNIT AND BETWEEN ROOF JACK AND DISCONNECT SWITCH WHERE DISCONNECT IS MOUNTED ON UNIT. 2. MECHANICAL CONTROLS ROUGH -IN: PROVIDE AND INSTALL J-BOX, RING AND CONDUIT (SIZE ALL AS REQUIRED) FROM EACH MECHANICAL CONTROLS LOCATION TO CONTROLLED MECHANICAL UNITS. 3. T-STAT J-BOXES: PROVIDE AND INSTALL 4" SQUARE JUNCTION BOX WITH 1-GANG RING AND 1/2" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE AT EACH THERMOSTAT LOCATION. 4. EXHAUST FANS SHALL BE PROVIDED & INSTALLED BY MECHANICAL CONTRACTOR WITH WIRING CONNECTIONS MADE BY ELECTRICAL CONTRACTOR. 5. MECHANICAL EQUIPMENT CONTROLS: MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOW VOLTAGE WIRE AND CONNECTIONS (BELOW 120 VOLT) TO AND FROM ALL MECHANICAL CONTROL DEVICES. ALL LOW VOLTAGE CONTROL WIRE SHALL BE IN CONDUIT, UNLESS OTHERWISE NOTED. 6. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER IF REQUIRED BY SERVING UTILITY COMPANY. ANY NEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED BETWEEN BUILDINGS, SIGNAL CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE CALLED FOR CABLE. FIRE ALARM SYSTEM FULL DESIGN -BUILD SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW, UPON FAVORABLE REVIEW BY THE ARCHITECT AND ENGINEER, SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR THE LOCAL FIRE AUTHORITY FOR APPROVAL. INSTALLATION OF THE FIRE ALARM SYSTEM SHALL NOT BEGIN UNTIL THE LOCAL FIRE AUTHORITY HAS APPROVED THE SHOP DRAWINGS, 1. PROVIDE ALL WORK AND MATERIAL REQUIRED FOR A COMPLETE AND OPERATING FIRE ALARM SYSTEM. WORK SHALL INCLUDE (BUT NOT BE LIMITED TO): A. SHOP DRAWINGS B. SUBMITTAL FOR APPROVAL C. COMPLETE INSTALLATION AND TESTING D. SYSTEM TRAINING FOR OWNER'S REPRESENTATIVE E. WARRANTY 2. SUBMIT A SEPARATE SET OF DETAILED FIRE ALARM PLANS, SPECIFICATIONS AND ENGINEERING CALCULATIONS INCLUDING BUT NOT NECESSARILY LIMITED TO: A. CSFM LISTING # S AND MANUFACTURER MODEL #'S FOR EVERY SYSTEM COMPONENT WHICH IS TO BE INTERCONNECTED AS A PART OF THIS PROJECT. B. SINGLE LINE, RISER AND POINT TO POINT WIRING DIAGRAMS INCLUDING BATTERY AND VOLTAGE DROP CALCULATIONS FOR THE ENTIRE SYSTEM. C. INDICATION OF CONDUCTOR TYPE(S), POWER -LIMITED OR NON -POWER -LIMITED SYSTEM. D. SCALED ELEVATION OF REMOTE GRAPHIC ANNUNCIATOR PANEL AT ENTRY. (IF REQUIRED). E. LIST OF PROPOSED ZONES FOR ALL INITIATING DEVICES, F. MATRIX OF SYSTEM OPERATION. G. INFORMATION AS REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE CODE(S) AND GAIN APPROVAL OF AUTHORITY(IES) HAVING JURISDICTION. FIRE ALARM SYSTEM INSTALLATION SHALL NOT BEGIN UNTIL SEPARATE PERMIT HAS BEEN OBTAINED AND ALL OF THE ABOVE HAS BEEN ACCEPTED AND SIGNED BY THE AUTHORITY(IES) HAVING JURISDICTION AND THE ARCHITECT. AFTER CONSTRUCTION, PROVIDE ACCURATE FIELD RECORD DRAWINGS TO OWNER. 3. AS A MINIMUM, UNLESS OTHERWISE NOTED, FIRE ALARM CONTROL PANEL SHALL BE PROVIDED WITH BATTERY BACKUP, 4 ZONES AND 1 SIGNAL CIRCUIT WITH PROVISIONS FOR FUTURE EXPANSION. PROVIDE WITH DIALER (DACT) AND CONNECT TO COMMUNICATIONS SYSTEM WITH (2) DEDICATED VOICE LINES AS REQUIRED TO SEND SEPARATE AND DISTINCT SIGNALS (AS REQUIRED BY THE FIRE DEPARTMENT) TO AN APPROVED CENTRAL STATION. FIRE SPRINKLER RISER WATER FLOW AND / OR VALVE TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED BY THE SPRINKLER SYSTEM CONTRACTOR, AND WIRED BACK TO THE FACP BY THE FIRE ALARM CONTRACTOR, COORDINATE FOR PROPER VOLTAGE, ALL FIRE ALARM COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED. (PROVIDE FLOW AND TAMPER SWITCHES AT ALL FIRE SPRINKLER RISER IN EACH STORAGE BUILDINGS AND THE MAIN BUILDING AND CONNECT TO FIRE ALARM, PROVIDE CONDUITS AND TRENCH AS NEEDED). 4. SMOKE FIRE DAMPER SHALL BE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. DETECTOR POWER AND SUPERVISORY WIRING AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. MECHANICAL UNIT CONTROL (SHUTDOWN UPON DETECTOR ALARM) WIRING AND CONNECTIONS SHALL BE MADE BY MECHANICAL CONTRACTOR. °ci .t. a TMti. i DUAL LEVEL SWITCHING: IN ROOMS 100 SQ. FT. OR LARGER, OR WHERE INDICATED ON PLANS, CONTROL INBOARD LAMPS BY ONE SWITCH AND OUTBOARD LAMPS BY OTHER SWITCH. NIGHT LIGHT (NL) DESIGNATED LUMINAIRES IN INTERIOR LOCATIONS SHALL HAVE ONE BALLAST CONTINUOUSLY ENERGIZED, LUMINAIRES IN EXTERIOR LOCATIONS SHALL BE AUTOMATICALLY CONTROLLED TO BE ON FROM DUSK TO DAWN. - LIGHTING FIXTURE LOCATIONS SHOWN ARE SCHEMATIC. REFER TO ARCHITECTURAL PLANS (REFLECTED CEILING, ELEVATIONS, ETC.) FOR EXACT LOCATIONS AND MOUNTING HEIGHTS PRIOR TO ROUGH -IN. - REFER TO ARCHITECT'S REFLECTED CEILING PLAN(S) FOR CEILING HEIGHTS, TYPES, FINISHES, ETC, IN EACH AREA. VERIFY FLANGE TYPES, TRIM KITS, STEM LENGTHS, ETC. FOR ALL FIXTURES PRIOR TO SUBMITTALS. - CONFIRM LOCATION OF ALL DOORS SWINGS WITH ARCHITECTURAL PLANS PRIOR TO ROUGH -IN OF SWITCHES. - PROVIDE UNSWITCHED HOT LEG OF ROOM LIGHTING BRANCH CIRCUIT TO EACH BATTERY POWERED EMERGENCY LIGHT AND EXIT SIGN FOR CONTINUOUS CHARGING. GENERAL POWER PLAN NOTES - FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL -ELEMENT TIME DELAY TYPE FUSES SIZED AND RATED PER EQUIPMENT MANUFACTURERS' RECOMMENDATIONS, VERIFY WITH EQUIPMENT NAMEPLATE BEFORE INSTALLATION. - MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY NEC ARTICLE 430 PART C AND NOT SHOWN ON PLAN OR PROVIDED INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL OVERLOAD PROTECTION FOR ALL MOTORS. - SPARE CONDUIT FOR RECESSED PANELS: PROVIDE (1) 3/4" SPARE CONDUIT STUB UP TO ACCESSIBLE ABOVE CEILING SPACE AND/OR ACCESSIBLE SPACE BELOW FOR EVERY (3) SPARE BREAKER SPACES AS INDICATED ON PANEL SCHEDULES. - DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH -IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT. - ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE SAME LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND COMMUNICATIONS PLANS. GENERAL COMMUNICATION PLAN NOTES SIGNAL AND COMMUNICATIONS SYSTEMS RACEWAYS AND BOXES: PROVIDE AND INSTALL 4" SQUARE RECESSED JUNCTION BOX WITH 1-GANG RING AND (1) 3/4" CONDUIT STUB TO ACCESSIBLE CEILING SPACE ABOVE OR UNDER FLOOR SPACE BELOW AS APPLICABLE AT EACH WALL TELEPHONE (VOICE), TELEVISION AND DATA OUTLET LOCATION SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. (REFER TO DETAIL 2/E-4.2). TELEVISION PREWIRE: EACH TELEVISION OUTLET SHOWN ON THE PLANS SHALL HAVE AN RG6U (WITH QUAD SHIELD) COAXIAL CABLE HOMERUN PREWIRED TO THE CAN TERMINAL BOARD LABEL AND LEAVE ADEQUATE SLACK FOR UTILITY CONNECTION. SEE RISER DIAGRAM 1/E-4.2. EXISTING BUILDING - EQUIPMENT SHOWN TO BE REMOVED IS SHOWN FOR REFERENCE ONLY, INFORMATION WAS OBTAINED FROM ORIGINAL BUILDING DRAWINGS AND LIMITED FIELD INVESTIGATION AND MAY NOT REPRESENT ALL ELECTRICAL DEMOLITION, FIELD VERIFY CONDITIONS AND DISCONNECT/REMOVE ALL EQUIPMENT AS REQUIRED TO MEET THE INTENT OF THAT SHOWN ON THE LIGHTING AND POWER/SIGNAL DRAWINGS. - ALL ELECTRICAL EQUIPMENT SHOWN ON DRAWING (OR REQUIRED) TO BE DEMOLISHED SHALL BE DISCONNECTED, REMOVED AND DISPOSED OF BY ELECTRICAL CONTRACTOR. NO EQUIPMENT (RACEWAYS, BOXES, CABLING, ETC.) SHALL BE ABANDONED IN PLACE AND COVERED BY NEW CONSTRUCTION. - CLEAN, REPAIR (AS REQUIRED) AND RELAMP ALL EXISTING LIGHT FIXTURES THAT ARE TO REMAIN AND BE RE -USED TO ASSUME ALL FIXTURE ARE OPERATIONAL UPON COMPLETION OF PROJECT. - ANY LIGHT SWITCHES THAT ARE NO LONGER IN USE, WHETHER SHOWN ON THE DEMOLITION PLAN OR NOT, ARE TO HAVE THE DEVICE AND WIRING REMOVED, AND A BLANK COVER PLATE INSTALLED. - DISCONNECTION/REMOVAL OF EXISTING COMMUNICATIONS SYSTEMS COMPONENTS SHALL BE SCHEDULED WITH OWNER AND COORDINATED WITH THEIR VENDORS. - SALVAGE ALL REMOVED COMPONENTS (SPEAKERS, GRILLES, TELEPHONE INSTRUMENTS, RADIO HANDSETS, ETC.) SHALL BE SALVAGED TO THE OWNER. CIRCUITING LEGEND LIGHTING PLAN FIXTURE TYPE A 1,a CIRCUIT NUMBER SWITCHLEG DESIGNATION (WHERE SHOWN) — PROVIDE ALL BRANCH CIRCUIT WIRING FROM FIXTURES TO PANEL(S) AS DESCRIBED BY CIRCUIT NUMBERS SHOWN. — PROVIDE ALL WIRING BETWEEN FIXTURES AND CONTROL DEVICES AS DESCRIBED IN REFERENCE NOTES AND/OR SHOWN BY SWITCHLEG DESIGNATIONS. — EXIT AND EMERGENCY LIGHT FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED BRANCH CIRCUIT CONDUCTOR. — PROVIDE ALL BRANCH CIRCUIT WIRING FROM MECH. EQUIPMENT TO PANELS. POWER PLAN CIRCUIT NUMBER MOUNTING HEIGHT PANEL DESIGNATION / (WHERE NON—STANDARD) B —\\\6 DEVICE TYPE �+ 48 A. F. F. (SEE LEGEND) G F P �-SPECIAL DEVICE/PLATE REQUIREMENTS — PROVIDE ALL BRANCH CIRCUIT WIRING FROM DEVICES TO PANEL(S) PER DESIGNATIONS/CIRCUIT NUMBERS. APPROtf JUL 0 8 C0NVENTI®7ati SAN U'S0 Spo NUMBERED SHEET NOTES: REFERS TO NOTES ON SAME SHEET AS REFERENCE e DETAIL REFERENCE -DETAIL DESIGNATION -SHEET NUMBER REFERENCE 3103 FEEDER SCHEDULE DESIGNATION (EXAMPLE: 3103 = 310 AMPERE, 60OV, 3 CURRENT CARRYING CONDUCTORS, PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, 'CO14' INDICATES CONDUIT ONLY, QUANTITY (1) AND SIZE (4")) r,S ARCHITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name Q U Q a �; .I r �,e z�s.r, ��sx.Tsr;E ,}J 0 (A 0 E 0I'mEERINa THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 Empleo St. Son Luis Obisppo, CA 93406� Phone: (M 543 3850 Fax: (805) 543-3829 �\W A, y cad®thomaeleacom y 10757 EXP. 06 30/11 F�TR\QP � THOW 08-8196 CALIF job Number: 0834 Dr. By: CJ Date: June 15, 2009 A1Plan check Resubmittal March 27, 2009 Sheet Contents and Ab�reviatians Sheet Number ,6�/ 0REFERENCE NOTES 1, MAIN SWITCHBOARD, "MSB". 2—SECTION BOARD. 800AMP, 120/208V, 30, 4 WIRE, NEMA 3R. 2. SECONDARY CONDUITS) TO PG&E PADMOUNTED TRANSFORMER. 3. PANELBOARD. (SEE PANEL SCHEDULE). 4. CONDENSING UNITS. 5. BUSSED SPACE. 6. STUB 2"C.O. TO FIRST FLOOR CEILING SPACE FOR FUTURE ELEVATOR CONNECTION. 7. BUSSED SPACE FOR FUTURE ELEVATOR SHUNT TRIP BREAKER. (200AMP 3 POLE). 8. STUB AND CAP (2)2"C.O. 9. STUB (2)1-1/2"C.O. TO FIRST FLOOR CEILING SPACE FOR FUTURE PANEL CONNECTION. COPPER FEEDER SCHEDULE FEEDER NO. RACEWAY QUANTITY/SIZE CONDUCTORS CO25 (2) 5"C CONDUIT ONLY WITH PULL ROPE. 2004 (1) 2"C (4) #3/0 THWN & (1) #6 GND. 1754 (1) 2"C (4) #2/0 THWN & (1) #6 GND. 1154 (1) 1-1/2"C (4) #2 THWN & (1) #6 GND. 503 (1) 3/4"C (3) #8 THWN & (1) #10 GND. 653 (1) 1"C (3) #6 THWN & (1) #10 GND. SINGLE LINE DIAGRAM NOTES — IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AND COORDINATE WITH THE SERVING UTILITY TO ENSURE ALL SERVING UTILITY REQUIREMENTS ARE MET. — SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE WITH THE SERVING ELECTRIC UTILITY COMPANY'S REQUIREMENTS, — FOR SERIES RATED EQUIPMENT; IN ADDITION TO ALL FACTORY APPLIED, CODE REQUIRED MARKING AND SPECIFIED LABELING OF THE ELECTRICAL PANELBOARD AND THEIR COMPONENTS, ADDITIONAL MARKING AND LABELING IDENTIFYING THE SERIES RATED SYSTEM SHALL BE PROVIDED AS FOLLOWS: A. THE SERIES COMBINATION INTERRUPTING RATING, AS INDICATED ABOVE, SHALL BE MARKED ON THE EQUIPMENT BY THE MANUFACTURER AS REQUIRED BY NEC 240-83(C). B. WHEN USED, THE CONTRACTOR SHALL USE A "SERIES RATED SYSTEM" LABEL INDICATING SERIES RATING WARNINGS, COMPLYING WITH NEC 110-22 AND SHALL BE FURNISHED BY MANUFACTURER. THE LABEL SHALL BE PERMANENTLY AFFIXED TO THE INTERIOR OF PANELBOARD'S TRIM WHERE IT CAN BE READILY SEEN BY SERVICE PERSONNEL. THE COMPLETED LABEL SHALL READ: CAUTION! SERIES COMBINATION SYSTEM RATED SYSTEM [18,000]A. IDENTIFIED REPLACEMENT COMPONENT REQUIRED. ANY ADDITIONS OR REPLACEMENTS SHALL BE WITH IDENTICAL COMPONENTS. FAILURE TO DO SO COULD RESULT IN ELECTRICAL EXPLOSION AND FIRE. SERIES RATINGS SHALL NOT BE USED WHERE MOTORS ARE CONNECTED ON THE LOAD SIDE OF THE HIGHER —RATED OVERCURRENT DEVICE AND ON THE LINE SIDE OF THE LOWER —RATED OVERCURRENT DEVICE, WHEN THE SUM OF THE MOTOR FULL —LOAD CURRENTS EXCEEDS 1 PERCENT OF THE INTERRUPTING RATING OF THE LOWER —RATED CIRCUIT BREAKER PER NEC 240-86(B). — ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED. — ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEC. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN. — DESIGN SHOWN IS BASED ON CUTLER —HAMMER PRODUCT. ENGINEER —APPROVED EQUAL ALTERNATE PRODUCT WILL BE ACCEPTABLE. — ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2). .} 0 RON ARCHITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are. instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name U 0 CJ7 O N J O C M E OhlONEERING THOM , ELECTRIC, INC. P.O. Box 1167 — 3562 Empleo St. San Luis Obisppo. CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 and®thomaelec,00m �,�PM A. 0757 EXP. 06/30/11 CALFcS��\P THOMA #08-81 job Number: 0834 Dr. By: CJ Date: June 15, 2009 Plancheck Resubmittal 1 March 27, 2009 A A A Sheet Contents &IreIs Ire DIaram Sheet Number C"-yOPSA� US ON SPO K:\DWGS\08-8196\08-8196_E11.dwg - Helen - Jun 12, 2009 - 3:55pm I.. l� -� 1�_-- 1 TO DAWN) 9. 2-HOUR DIGITAL BY-PASS OVERRIDE FOR EXISTING LIGHTS. SET SWITCH TO 2-HOURS. (WATTSTOPPPER #TS-400-24). (OVERRIDES RELAY r3, r4, & r5). LIGHTING FIXTURE SCHEDULE TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE MAX ' LAMPING MOUNTING DESCRIPTION A1 LITHONIA 2GT8-4-32- MVOLT 124 (4)F32T8 T-BAR RECESSED 2'X4' CEILING TANDEM E5.o FLUOR. TROFFER PRISMATIC LENS PAIR 2-PROGRAM START BALLAST RW-A12125- MVOLT-LST A 2 LITHONIA 0,, o 2GT8-4-32- MVOLT 124 (4)F32T8 RECESSED T-BAR CEILING 6 E5.0 2'X4' FLUOR. TROFFER PRISMATIC LENS 2-PROGRAM START BALLAST RW-A12125- MVOLT 2 LITHONIA , , o 2GT8-4-32- MVOLT 124 (4)F32T8 RECESSED T-BAR CEILING ES.o 2'X4' FLUOR. TROFFER PRISMATIC LENS 2-PROGRAM START BALLAST WITH EMERGENCY BALLAST RW-Al2125- MVOLT-LST-EL A 3 LITHONIA 2GT8-2-32 MVOLT 62 (2)F32T8 RECESSED T-BAR CEILING 6 5.0 2'X4' FLUOR. TROFFER PRISMATIC LENS 1-PROGRAM START BALLAST RW-Al MVOLT 3 LITHONIA = _ , 2GT8-2-32 MVOLT 62 (2)F32T8 PROGRAM START RECESSED T-BAR CEILING Es.O 2'X4' FLUOR. TROFFER PRISMATIC LENS 1-PROGRAM START BALLAST WITH EMERGENCY BALLAST RW-A12125 MVOLT-EL B J 1 LITHONIA 11602-32 MVOLT 62 (2)F32T8 SURFACE E5.0 4' FLUOR. WRAP RESTROOM 1-PROGRAM START BALLAST MVOLT 132 w LITHONIA LB-2-32 MVOLT 62 (2)F32T8 SURFACE 2 5.0 4' FLUOR. WRAP 1-PROGRAM START BALLAST MVOLT B LITHONIA VSL-2-32 MVOLT 62 (2)F32T8 SURFACE 2 5.0 4' FLUOR. WRAP VANDAL RESISTANT 1-PROGRAM START BALLAST SCE-MVOLT 3 LITHONIA VSL-2-32 MVOLT 62 (2)F32T8 SURFACE 2 E5.1 4' FLUOR. WRAP VANDAL RESISTANT 1-PROGRAM START BALLAST WITH EMERGENCY BALLAST SCE-MVOLT ELDW C LITHONIA TM58ST-2-32- MVOLT 124 (4)F32T8 PROGRAM START SURFACE 2 E5.o 8' LINEAR PENDANT SOLID TOP WITH LOUVER 1-PROGRAM START BALLAST SSBL-ND-� MVOLT C LITHONIA TMS8ST-2-32- MVOLT 124 (4)F32T8 PROGRAM START SURFACE 5.0 8' LINEAR PENDANT SOLID TOP WITH LOUVER 1-PROGRAM START BALLAST WITH EMERGENCY BALLAST SSBL-ND- MVOLT C wL LITHONIA TLB-2-32 MVOLT MVOLT 124 (4)F32T8 SURFACE 2 5.0 8' FLUOR. WRAP 1-PROGRAM START BALLAST S 1 j LITHONIA (HEAD) KAD-250M MVOLT 295 250W MH CONCRETE BASE 3 5.o 20' OVERALL HEIGHT TYPE 4 DISTRIBUTION (POLE) SSS-18-4C DM19-DBL SR4SC-120- SPD04-LPI-DBL S A L 0 s„ WATTSTOPPER EWF-205-120-W MVOLT 70 653155 35W WALL PAR20 1 5.0 MOTION SENSOR R LAMPS Q/DUAL STORAGE ABUILDING PROVIDE SHROUDS CANLET S A3 _ LITHONIA WFL2-70M MVOLT 95 70W MH WALL t ES.o HID WALL PACK ADJUSTABLE TILT 30' HPN-TB-LPI- DBL S 4 o 0 GOTHAM LGF-42TR'r- MVOLT 48 42W TRT RECESSED 4 E5.0 EXTERIOR DOWNLIGHT T73-WLP Xi1 1XITGEILING LITHONIA LES-1-G MVOLT 5 LED WALL/ E5.0 EXIT SIGN (1-SIDED) DIE CAST ALUMINUM WITH BATTERY BACKUP 120/277--ELN X 1XIT LITHONIA LES-2-G MVOLT 5 LED WALL/ CEILING E5.0 EXIT SIGN (2-SIDED) WITHCBATTERYMINUM BACKUP 120/277-ELN X 3 _ <+� I LITHONIA LVS-1-G MVOLT 5 LED WALL/ CEILING E5.0 VANDAL- RESISTANT EXIT SIGN (1-SIDED) WITH BATTERY BACKUP 120/277-ELN X4, _ W ixCEILING ��% LITHONIA LVS-2-G MVOLT 5 LED WALL/ E5.0 VANDAL- RESISTANT EXIT SIGNSIDED) BATTERY BACKUP 120/277-ELN X 5 (� /Wi ���D LITHONIA LHQM-S-1-G- MVOLT 5 LED WALL s.o EXIT SIGN WITH EMERGENCY LIGHT WITH BATTERY BACKUP 120/277-ELN X M @ LITHONIA ELM-N 120 5 LED WALL 5.0 EMERGENCY LIGHT LW` IL BATTERY BACK-UP ' i Utz ,IUL 06 mo! DING 01vit SRN LlJI, f I P10 ARCH ITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name U N O TYC 'Y 2' N V) O E &61 JV EWE NOS THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. San Wi93406 ppo4-0Phone(8053A � 385 Fax: (805) 543-3829 cad®thomaelec.cok1i 0757 P EXP. O6 30/1CALF\ THOMA j 08-8 6 job Number: 0834 Dr. By: CJ Date: June 15, 2009 Plancheck Resubmittal March 27, 2009 A A A Sheet Contents i x t u r e 6che01UIe G®ntrcI a�ram er i III N = DE ISp o 2 K:\DWGS\08-8196\08-8196-E12.dwg - Helen - Jun 12, 2009 - 3:59pm .. .. ..x .. ., -t._ .. ....,. N•'W' t. F dT, j,V Y... :. ..t v . -.:. v m .. .. . .. ..v 'i I .r; !; ..' f I ..... _. .. .._ .v:.. ... e..:i `.u. ::.s.. l n .v i., r . 5,.: , ,,., � C ♦ e. nt i, ... .:. .... ...,. .. . r • .. r...::.ak .. ♦ r r r I '� a i. 9' f b :. 200A, 120/208V, 30, 4W MLU (N) PANEL SURFACE MOUNT, NEMA 1 NSEE OTE 42 FULL SIZE BOLT —ON CB SPACES LOCATION: UTILITY ROOM 10K AIC PANEL & BRANCH CB'SAl WITH EQUIP'T GND BUS (SERIES RATING) cKT DESCRIP 0 AMP CB L SIZE PHASE A PHASE B PHASE (; SIZE ° oL# DESCRIPTION cKr 1 STORAGE BLDG A 20 10 490 10 20 1 L-PARKING LOT 2 1,2 600 3 z 10 180 10 20 7 L-PARKING LOT (NL) 4 1,2 600 5 SPARE 20 1 8 20 7 L-EXTERIOR BLDG. 6 1,2 960 7 SPARE 20 , 8 20 t L-EXTERIOR BLDG. (NL) 8 1,2 ,zoo 9 SPARE 20 1 12 20 1 L- 1ST FLR. 10 1054 11 SPARE 20 1 12 20 1 LIGHT CONTROL PANEL 12 300 13 SPARE 20 12 20 1 SECURITY PANEL 14 3 300 15 SPARE 20 1 12 20 1 R-DATA/RACK 16 300 1 7 SPARE 20 i 12 20 1 R—CAN 1 8 300 19 MONUMENT SIGN 11 12 130000 12 20 , R-TEL. MPOE 20 3 3 21 EXISTING LIGHTS 20 12 1280 20 7 R- UTILITY 2 2 300 3 EXISTING LIGHTS 20 12 128020 [12 ,S FACP24 3 300 EXISTING LIGHTS 20 t 2 1280 20 1 SPRINKLER BELL 26 3 300 27 SPARE 20 SPACE 28 29 M-EXHAUST FAN (ROOF) 1 12 500 SPACE 30 ,31 BUILDING SIGN 20 1 12 1200 SPACE 32 3 3 M-FC-1/CU-4 20 12 1200 12 20 L/R -RESTROOM 34 300 35 M-FC-1/CU-4 2 12 1200 P01 SPARE 36 3 7 PANEL A2 100 2 4397.5 12 20 M-FAU-1 38 8 7200 3 9 PANEL A2 2 2515 12 20 , M-FAU-2 40 200 41 PANEL A2 3 2 3592.5 12 20 1 M-FAU-3 42 1200 CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL-. 120 VOLT = 12468 8929 9633 1493 515 560 FURNISH PANEL WITH CONTROLS COMPARTMENT ABOVE. 13960 9444 10193 116 A r 79 A 85 A 200A, 120/208V, 30, 4W MLO (N) PANEL FLUSH MOUNT, NEMA 1 SEE NOTE 42 FULL SIZE BOLT -ON CB SPACES LOCATION: 2ND FLR. COFFEE 10K AIC PANEL & BRANCH CB'S WITH EQUIP'T GND BUS 100 AMP FEED FROM MSB r DESCRIPTION ° oL#F A B (; SIZE 7AM0P DESCRIPTION cT IL -PRESIDENT'S OFFICE 20 1 72 496 12 20 1 R-PRESIDEfS OFFICE 2 300 3 L-CALL CENTER 20 1 72 744 12 20 1 R-PRESIDETS OFFICE 4 540 5 R-CALL CENTER 20 1 t2 1116 12 20 , R-PRESIDETS OFFICE 6 360 7 L-EXECUTIVE OFFICE 20 1 72 1116 12 20 t R-CALL CENTER 8 8 300 9 L-HALL, COFFEE, RESTR00 20 1 12 700 12 20 1 R-CALL CENTER 1 0 300 1 1 SPARE 2O , 12 20, R-CALL CENTER 12 300 13 SPARE 201 1 12 20, R-CALL CENTER 14 900 15 SPARE 201 12 201 R-CALL CENTER 161 900 7 K-COFFEE 20 1 12 1500 12 20 1 R-CALL CENTER 18 300 19 K-REFIGERATOR 20 12 1200 12 20 1 R-CALL CENTER 20 300 2 1 R-HALL/RESTROOM 20 i 72 900 12 20 , R-FAX/COPY MACHINE 2 2 1200 3 WATER HEATER 20 1 12 300 12 20 1 R-CALL CENTER 2 4 300 5 SPACE 12 20 1 R-CALL CENTER 26 300 7 SPACE 12 20, R-CALL CENTER 28 300 9 SPACE 12 201 R-CALL CENTER 30 300 31 SPACE 12 20 , R-CALL CENTER 32 300 53 SPACE 12 20 1 R-EXEC. OFFICE 34 300 55 SPACE 12 20 1 R-EXEC. OFFICE 36 300 37 SPACE 12 20 1 R-EXEC. OFFICE 38 300 39 SPACE 12 20 1 R-EXEC. OFFICE 40 300 T SPACE 12 20 1 R-EXEC, OFFICE 42 300 CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL - 120 VOLT = 5512 6184 5076 403 361 279 5915 6545 5355 49 A F 55 A 45 A PANEL SCHEDULE NOTES 1. LONG CONTINUOUS LOAD (LCL). ADDITIONAL 25% ADDED AT BOTTOM OF PANEL. FEEDER CALCULATED AT 125% OF TOTAL CONNECTED LOAD. 2. ROUTE BRANCH CIRCUIT THROUGH LIGHTING CONTROL PANEL. SEE DIAGRAM 1/E-1.2. 3. PROVIDE CIRCUIT BREAKER LOCKING DEVICE. 4. SEPARATE NEUTRAL REQUIRED AS SHOWN ON FLOOR PLANS. SEE NOTE 100A, 120/208V, 30, 4W MLO (N) PANEL A2 FLUSH MOUNT, NEMA 1 SEE NOTE 30 FULL SIZE BOLT -ON CB SPACES LOCATION: OPERATION AREA 10K AIC PANEL & BRANCH CB'S WITH EQUIP'T GND BUS 100 AMP FEED FROM "Al" CWIRE #T DESCRIPTION ° QL# SIZE A B VA `` Vk SIZE OL# 70 DESCRIPTIONVA cr 1 1 L- MOVING SUPPLIES 20 1 72 1054 12 20 1 R-MOVING SUPPLIES 2 1080 1 3 L- OPERATIONS AREA 20 1 t2 620 12 20 7 R-EXTERIOR /I 4 540 1 5 L-DISPLAY AREA, RESTROOM, CONFERENCE 20 1 12 714 12 20 1 R-OPERATIONS 6 600 7 SPARE 20 1 12 20 1 R—OPERATIONS 8 8 360 9 SPARE 20 1 12 20 1 SECURITY MONITOR 10 300 1 1 SPARE 20 1 12 20 i R-OPERATOR 12 720 13 SPACE 12 20 1 R-OPERATOR 14 540 15 SPACE 12 20 1 R-OPERATOR 16 300 17 SPACE 12 20 1 R-DISPLAY 18 720 19 SPACE 12 20 i R-CONFERENCE 20 600 21 SPACE 12 20 , SECURITY MONITOR 22 4 600 23 SPACE 12 20 1 R-RECEPTION/LOBBY 24 4 660 2 5 SPACE 12 20 1 R-RECEPTION/LOBBY 261 4 500 27 SPACE 20 1 SPARE 28 29 SPACE 20 SPARE 30 . CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL = 120 VOLT = 4134 2360 3414 264 155 179 4398 2515 3593 37 A 21 A 30 A PANEL SCHEDULE DIRECTOINT El Al JUL 01 PANEL NOTES Al fit MINe E2 C it CITY PP SAN CIRCUIT DESCRIPTION DEMAND LOAD TYPE IDENTIFIER L = LIGHTING E = EQUIPMENT R = RECEPTACLE K = KITCHEN FOOD SERVICE M = MECHANICAL OR MISC. An )IVISION JIS 0131SPO Wall Itl NMI ARCHITECTS, IN 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com these drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name U 0 0 tYF' k 1 4 O V) IL O EW—d-17i'ERING THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 Ennoeo St. Son Luis Obispo, CA 93406` / Phone: 1805) 543-3850 Fax: (805) 543-3829 cad®thomoelec.com \�\PM A. 9 a, 10757 EXP. 06/30/1 F�TRIUP&��Q THOMA #08-8 6 �F OA��F job Number: 0834 Dr. By: CJ Date: June 15, 2009 �^^\ Plancheck Resubmittal March 27, 2009 Sheet Contents Fanel Sheet Number E � 13 K:\DWGS\O8-8196\O8-8196_E13.dwg — Helen — Jun 12, 2009 — 4:15pm ( tJ i s '� ".i:r , i rti li ,j 1 r u, 5,• � , �' 'I I i jl ILI. / NOTES 1. EXISTING UTILITY POLE TO REMAIN. 16 PROVIDE CONNECTION TO MOTORIZED GATE PER MANUFACTURER INSTALLATION INSTRUCTIONS. VERIFY EXACT REQUIREMENTS WITH GATE 2. EXISTING OVERHEAD UTILITY LINE TO REMAIN. SUPPLIER. 3. EXISTING TRAFFIC SIGNAL LIGHT/SIGNAL PULLBOX TO REMAIN. 17. PROVIDE 3/4"C. STUB FOR SAFETY LOOP DETECTORS. COORDINATE WITH GATE INSTALLER. (TYPICAL OF 2 LOCATION). 4. EXISTING PULLBOX LABELED "COMMUNICATION TO REMAIN. 18. PROVIDE 3/4"C TO VEHICLE GATE CONTROL PANEL STANCHION WITH 5. EXISTING AT&T MANHOLE TO REMAIN. NUMERIC KEY PAD. PROVIDE A KEY CONTROL SWITCH FOR THE VEHICLE GATE ON THE INSIDE OF THE ENCLOSURE THAT WILL ALLOW THE 6. EXISTING AT&T PULLBOX TO REMAIN. VEHICLE GATE TO BE MANUALLY OPENED. COORDINATE WITH GATE INSTALLER. (TYPICAL OF 2) 7. NEW PADMOUNTED TRANSFORMER WITH REMOVAL BOLLARDS PER PG&E REQUIREMENTS. 19. 11"X17" PULL BOX FLUSH IN GRADE. LABEL LID "ELECTRICAL". 8. NEW (1)4" PRIMARY CONDUIT RISE AT EXISTING POLE PER PG&E 20. 1 "C.O. TO RECEPTION FOR REMOTE ACCESS TO MOTORIZED GATE. REQUIREMENTS. SAW CUT AND PATCH EXISTING SIDEWALK. 21. 17"X30" PULLBOX FLUSH -IN -GRADE. LABEL LID "ELECTRICAL". PROVIDE 9. NEW 2 5" SECONDARY CONDUITS. () TRAFFIC RATED LID. 10. NEW MAIN SWITCHBOARD. SEE SINGLE LINE DIAGRAM, 22. 30AS DISCONNECT AT EACH STORAGE BUILDING. SEE DIAGRAM 3/E-1.1 11. NEW MAIN TELEPHONE TERMINAL BACKBOARD, "MTTB". (TYPICAL). L 12. EXISTING 1" TELEPHONE SERVICE CONDUIT FROM EXISTING PULLBOX. E&l:-/2" HOMERUNS TO PANEL A1. WILL CONSIST OF CIRCUITS 1,2,3,4,PLACE NEW 2'X3' SPLICE BOX PER AT&T REQUIREMENTS AND PROVIDE9. NEW (1)2" TELEPHONE SERVICE CONDUIT TO NEW "MPOE" PER AT&T 24. CONNECT TO MONUMENT SIGN. REQUIREMENTS. CALL AT&T REPRESENTATIVE TO REMOVE EXISTING MPOE. AT&T WILL EXTEND CABLES TO NEW "MTTB" LOCATION. 25. PROVIDE TAMPER SWITCH AT DOUBLE DETECTOR CHECK AND 3/4"C WITH FIRE ALARM WIRES TO TAMPER SWITCH AT FIRE SPRINKLER RISER. 13. NEW (1)2" CATV CONDUIT TO NEW PULLBOX PER CHARTER REQUIREMENTS. 26 WATERTIGHT ENCLOSURE OCCUPANCY SENSOR WITH A COVERAGE UP TO 90 LINEAR FEET, WATTSTOPPER #CB-100-1. FURNISH A DUAL VOLTAGE 14. NEW 17"X30" PULLBOX PER CHARTER REQUIREMENTS. POWER PACK PER BUILDING, WATTSTOPPER #BZ-100. 15. EXISTING LIGHT TO BE REMOVED. 27. LOAD CENTER PANELBOARD FOR STORAGE BUILDINGS. (SEE PANEL ., SCHEDULE). . _ GENERAL SITE PLAN NOTES - UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS: PG&E JT HAAS (805)546-5234 AT&T VINCE PETRIE (805)546-7002 CHARTER BRUCE JENSEN (805)783-4950 - TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION. - LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. - SEE TRENCH DETAIL 7/E-5.1. - PROVIDE FLOW AND TAMPER SWITCHES AT EACH STORAGE FIRE SPRINKLER RISER. (REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION). j - ENGINEERED UTILITY PLANS WILL BE DEFERRED SUBMITTAL ITEM. THE ENGINEERED UTILITY PLANS SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH ANY ON -SITE OR OFF -SITE UTILITY CONSTRUCTION. K:\DWGS\08-8196\08-8196_E20.dwg - Helen - Jun 12, 2009 - 4:16pm y4 N7 W11`4 'i ti T s' roll, 1^ r7.h i, .•,.. .., Pi,� c,}: ,n U W „8t'az ,l. i.. 'o- .r N iy i� e. ius'Ni i'. , JY �,� .! , �u, . ! rii. ,.(` A F,. ,p.,"- ,. _ , ,,. 4a 'I �� !:'. ., ,�`x' ( N k �,A'�� 't ?' a�k,F& 'by u n_a !�*. ,4 .:. :x u- ,x '' I I � . . YM. E r : a' i rxa, d., er 8 iT. i i ,,.. i � ,. ; t "..� '. ' ,, u ; �t I:e is rk4t: '1' a �S" xr I o 1 1 '`Y Y, 1 � u p I il, TYP. ENLARGED LIGHTING PLAN AT STORAGE HALLWA G J SCALE: 1"=10'-0" - MAINTAIN REQUIRED- CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. - ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. - THOMA HAS CONTACTED EACH OF THE ABOVE UTILITIES IN AN EFFORT TO REFLECT THE UTILITY WORK THAT WILL BE REQUIRED AS PART OF THIS PROJECT. WHERE A UTILITY PLAN HAS BEEN MARKED UP AND SENT BACK TO OUR OFFICE WITH A UTILITY REQUIREMENT, IT HAS BEEN REFLECTED ON THE PLANS. IF PLANS WERE NOT RECEIVED BACK FROM A UT •ITY WE HAVE INDICATED OUR BEST ESTIMATION OF THEIR REQUIREME I WORK SHOWN ON THE CONSTRUCTION DOCUMENT IS: EELS-0 UTILITY {PG& ® AN ESTIMATE ONLY TELEPHONE UTILITY (VERIZON) Q "f Y� Ci71siC �yy 'ITN OAN ❑ AN ESTIMATE Ayls 0131E ® AN ESTIMATE ONLY ❑ BASED ON PLAN RECEIVED ❑ BASED ON PLAN RECEIVED ® BASED ON PLAN RECEIVED ON -----------• ON ------------ ON 9 J ARCHITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name U 0 O d }.. TEl V a ate" I 0 M GI NMI5RWIN 0 THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. San Luis Obispo, CA 93406` Phone: (805) 543-3850 Fax: (805) 543-3829 <otl®thomaeleacom \p,M A. � y 10757 EXP. 06 30 1 CTR\rP THOMA #08 81 6 FCF CA" jab Number: 0834 Dr. By: CJ Date: June 15, 2009 Plancheck Resubmittal 1 March 27, 2009 L n n Sheet Contents lectr i ca I Site Plar 0jheet Number E � 2,0 O. Box 1167 — 3562 Empleo St. San Luis Obispo, CA 93406� Phone: (805 543-3850 Fax: (805) 543-3829 A cad®thomaelec.com � �\Pry1 . 10757 TR\GPI �Q EXP. 06 30/11 F C �F THOMA #08-81 job Number: 0834 Dr. By: CJ Date: June 15, 2009 A1March PlancheC' Resubmittal 27, 2009 n A A Sheet Contents Lower Floor Ll&tlre Sheet Number K:\DWGS\0B-8196\08-8196_E30.dwg — Helen — Jun 12, 2009 — 4:19pm DREFERENCE NOTES 1. PANELBOARD. (SEE PANEL SCHEDULE). 2. 2—HOUR BY—PASS SWITCH FOR SECOND FLOOR LIGHTS PER TITLE 24. (SEE LIGHTING DIAGRAM 1/E-1.2). 3. CEILING OCCUPANCY SENSOR/RELAY PACK PARALLEL WIRED SENSOR AT EACH LEVEL SO STAIRWELL LIGHTS TURN ON WHEN ENTERED FROM ANY FLOOR. 4. DOWN TO 1ST FLOOR LIGHTS, (SEE SHEET E-3.0 CONTINUATION.) UPPER FLOOR LIGHTING PLAN V-011 NORTH JUL 0 8 7onq BUILDING DIVISION CITY OF SAN LUIS 0Q ARCH ITECTStINC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name U 0 CL is O fi M C v r. fk 4E &61111 WZR I MOO THOMA ELECTRIC, INC. R0. Box 1167 - 3562 Emploo St. San Luis Obispo, CA 93406 ph.rs. (805 543-3850 Fax: (805) 543-3829 codgth.moel...c.m 1 757 EXP. 06/30/11 OFIR C THOMA 08-8196 job Number: 0834 Dr. By: CJ Date: Jane 15, 2009 ,A plan c he C' Resubmittal March 27, 2009 A A A Sheet Contents Upper Floor Liehtlrie Plan Sheet Number o K:\DWGS\08-8196\08-8196_E31.dwg — Helen Jun 12, 2009 4:21pm P�111 7"t'; I _1 1, 1'4 �ii I y I 21. (3) 2" SLEEVES FOR SECOND FLOOR LOW VOLTAGE WIRING. 22. SECURITY PANEL FURNISHED BY OWNER'S VENDOR. 23. DATA/TELEPHONE WALL RACK FURNISHED BY OWNER'S VENDOR. 24. 1-1/4" C.O. UP TO ROOF MOUNTED WEATHERHEAD. (SEE DETAIL 6/E-5.1) 25. CONNECT TO 120V SPRINKLER BELL, RING THROUGH FLOW SWITCH. 26. CONNECT TO INDOOR/OUTDOOR MECHANICAL UNITS FOR UTILITY ROOM. REFER TO MECHANICAL DRAWINGS. 27. THERMOSTAT BY MC, EC TO PROVIDE BOX, RING AND 3/4"C TO ACCESSIBLE CEILING SPACE. 28. CONNECT TO SMOKE FIRE DAMPERS. PROVIDE LOW VOLTAGE WIRES FROM FIRE ALARM CONTROL PANEL. 29. LINE VOLTAGE THERMOSTAT IN ELEVATOR EQUIPMENT ROOM BY MC, EC TO PROVIDE BOX, LINE VOLTAGE, CONDUIT AND CONNECTION. 30. PROVIDE 6" SQUARE X 4" DEEP PULL CAN. LABEL "CCTV". (TYPICAL). P - 31. STUB TO CEILING SPACE FOR FUTURE USE. (SEE SINGLE LINE DIAGRAM). JUL 0 8 an UP X601 ra 0 ARCHITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name Q U zj O _ J L J EveSe �Y+}?S1nYSi 7 41 o^' ry O O z M 500 NEEN/N6 THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. San Luis Obisppo, CA 93406� Phone: (805) 543-3850 Fax: (805) 543-3829 cad®lhomaelec.com � PM A. � Z 10757 FCTRI�P�'�F EXP. 06 30/1 OF CALIF&� THOMA 08-8196 job Number: 0834 Dr. By: CJ Date: June 15, 2009 A1Plan check Resubmittal March 27, 2009 n n n Sheet Contents Lower door Power / &Iera l P�af1 Sheet Number o� NORTH K:\DWGS\0S-8196\08-8196-E40.dwg - Helen - Jun 12, 2009 - 4:23pm L 1 .J{�Id3tL h 7 ^� 5 5 •.• 5 BUILDING DIVISION CITY OF SAN LUIS OSISPO FRONT ELEVATION AT WALL MOUNTED TV SCALE:NTS UPPER FLOOR POWER / SIGNAL PLAN zgivjrY ,.. ' SCALE: 1/8"=1'-0' NORTH ❑REFERENCE NOTES 1. PANELBOARD. 2. (3)2"C.O. DOWN TO "MTTB" FOR L.V. WIRING. STUB UP TO ACCESSIBLE CEILING SPACE. 3. REFRIGERATOR. 4. COFFEE. 5. MOUNT HIGH FOR FLAT SCREEN TELEVISION. 6. FAX/COPY MACHINE. 7. CONNECT TO SMOKE FIRE DAMPERS. PROVIDE LOW VOLTAGE WIRING TO "FACP" FOR SUPERVISION. 8. THERMOSTAT BY MC, EC TO PROVIDE BOX, RING AND 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE. 9. CONNECTION TO WATER HEATER LOCATED ABOVE CEILING. wILUSIAN LUeS pBISP® CITY O� ME N U10 Man= OM ARCHITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name U 0 O �C: 5 k5 ii�i+ YYYG:n'n 'tom": y✓'^ts,.nyw:1 �?4 s s i o 0 0 M V &61 N ff WIONO THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 Emleo St San LObo4CA 935406 . ES 80338p0one—Ph Fan: (805) 543-3829 cadmthomoeleatom \P1`i1 10757 EXP. 06/30/1 gF�-TR�('P�P THOMA #08-8196 F0A1\F job Number: 0834 Dr. By: CJ Date: June 15, 2009 Plancheck Resubmittal _ 1 March 27, 2009 Sheet Contents Upper door Fower / Siena l Flan Sheet Number E�4,1 K:\DWGS\08-8196\O8-8196—E41.dwg — Helen — Jun 12, 2009 — 4:24pm PANEL "A1" FOR RELAY LOCATION. III o+Tel/+ A I SCALE: 1/8"=1'-0" ROOF PLAN LOCATION OF WEATHERHEAD FOR SATELLITE DISH BY OWNER. PROVIDE 1-1/4"C.O. DOWN TO "MTTB". (SEE DETAIL 5/E-5.1). BUILDING I)IV'SION CITY OF SAN LUIS OSISPO DIEN . INI&WIM 0 =I ARCHITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name U O -M v; ' r, J w � Lw R 0 V) 0 0 M E 6/N R,R/N0 THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 Empleo St. Cp� San Luis Obisppo, CA 93406 W� Phone: (805) 543-3850 Fax: (805) 543-3629 c.Mhomoelecx.rn A Ty , 10757 EXP. 06/30/1 FOF THOMA 08-8 9 job Number: 0834 Dr. By: CJ Date: June 15, 2009 Planaheck Resubmittal 1 March 27, 2009 A A A Sheet Contents LEGTf;P,1CAAALII FLAIL Sheet Number E � 4,2 K:\DWGS\08-8196\O8-8196—E42.dwg — Helen — Jun 12, 2009 — 4:26pm . . -,,.j.vI. .n:..., .,... m;, •. e-� • +.c; x `,;. rx.; a,'4.,w. v .-t*'C Y1 +• • : '�"94-•..£.-..,. p -•.. svm ,. .. I•ao ':3 o5,a*;^+ns«4 3 •: . 1�� 1c. . r � , I i _ _I r a �,' I � ia ,I , I I SURFACE MOUNT FIXTURE MOUNTING DETAIL SCALE: NTS POLE 0 8 7004 F3UILDING t)IVISION CITY O� SAN LUIS OSISp® Nallem I a 311 = 1p" =1 D ARCHITECTS, INC 641 Higuera Street, Suite'303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name Q U O o N C f� aJ CIO Y � �4Lr�'„Mt�fifN:w O M too NBBR moo THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 Empleo St. San Luis Obisppo, CA 93406` Phone: (805) 543-3850 �'t•�" Fax: (eos) sa3-3azs W A. cad (805) el3-382 � Z 10757 FCTR\rZ, EXP. 06 30/1 OP CALIF THOMA #08-819 job Number: 0834 Dr. By: CJ D, te: June 15, 2009 Alncheck Resubmittal / � \ March 27, 2009 A n A Sheet Contents lectr i ca l beta I le Sheet Number E To� K:\DWGS\08-8196\08-8196-E50.dwg - Helen - Jun 12, 2009 - 4:28pm , J SCALE: NTS INDOOR LIGHTING POWER ALLOWANCE LTG-5-C PROJECT NAME DATE Meathead Movers 1 3/27/2009 BUILDING CATEGORY (From Section 146 Table 146-B) WATTS COMPLETE ALLOWED PER SF BLDG. AREA WATTS IComp Bldg Ind Storage 1 0.70 1 39,89211 27,924 AREA CATEGORY (From Section 146 Table 146-C) WATTS PER SF AREA (SF) ALLOWED WATTS PAGE TOTAL BUILDING TOTAL AREA WATTS TOTAL ALLOWED WATTS (From LTG-6-C or from computer run. LIGHTING MANDATORY MEASURES LTG - DESCRIPTION Desi ner Enforcement Thoma Planchecker 131(d)1For every floor, all interior lighting systems shall be equipped with a separate automatic Electric control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. 131(d)20verride for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area Thoma Electric Planchecker of override is not to exceed 5,000 square feet. Thoma Electric Planchecker 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. Thoma Planchecker 111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be Electric certified. Thoma Planchecker 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required Electric by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. Thoma Planchecker 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to- Electric ceiling walls. El 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps In each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. ❑ 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 08-8196 Page:6 of 6 CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG-1- PROJECT NAME Meathead Movers DATE 3/27/2009 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section In the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG-1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of 10-103(b) and Title 24 Part 6. Test Description Test Performed By: ❑x LTG-2-A: Lighting Control Acceptance Document Electrical Contractor - Occupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance Equipment requiring acceptance testing ❑ LTG-3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing Job Number: 08-8196 INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG-2-Cl PROJECT NAME DATE Meathead Movers 3/27/2009 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lam s/Ballasts Installed Watts D E F G H I J Name Type Description -{m N3 E itic 3 3 3 y, I- my D(D E We m 3 �am m m o a 3-0 �N� "4j" m o m C) C� r z 3, c ��cr OR m x_�N Al 2'X4' fluor. troffer tandem pair 4 32 2.0 124.0 X 8 992 A23 2'x4' fluor. troffer 2-ballast A21M 2'x4' fluor. troffer 2-ballast - emergency ballast 41 22 2.0 124.0 X 1 6 744 A3 2'x4' fluor. troffer prismatic lens, 1 ballas 2 32 1.0 186.0 X 6 1,116 A31yl 2'x4' fluor. troffer, 1-emergency ballast 61 4' fluor. wrap (restroom) 4 248 B2 4' fluor. wrap C1 8' linear pendant 7 14 C1M 8' linear pendant w/ emergency ballast C2 8' fluor. wrap 4 2. 1 4 4 PAGE TOTAL 5 966 BUILDING TOTAL (sum of all pages) 5,966 PORTABLE LIGHTING (From LTG-3-C) CONTROL CREDIT (From LTG-4-C) ADJUSTED ACTUAL WATTS 5 966 Job Number: 08-8196 CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG-1-C PROJECT NAME Meathead Movers DATE 3/27/2009 PROJECT ADDRESS 1 3600 South Higuera Street San Luis Obispo Building Permit# PRINCIPAL DESIGNER - LIGHTING William A. Thoma TELEPHONE (805) 543-3850 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date Thoma Electric, Inc 805 543-3850 11 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 3/27/2009 39,892 sq.Ft. 5 BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM © CONDITIONED SPACES ❑ UNCONDITIONED SPACES ❑ INDOOR & OUTDOOR SIGNS PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION a ALTERATION METHOD OF LIGHTING ® COMPLETE BUILDING ❑ AREA CATEGORY [:]TAILORED ❑ PERFORMANCE COMPLIANCE COMMON LIGHTING STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and perform ce specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate pplies only to building lighting requirements. The documentation preparer hereby certifies that the do ume t' n is accurate and complete. DOCUMENTATION AUTHOR SI DATE William A. Thom� W 3/27/2009 The Principal Lighting Designer hereby certifies that the p p sed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 - 132, 146, 148 & 149 of Title 24, Part 6. ❑ The plans & specifications meet the requirements of Part 6 (Sections 10-103a). ❑ The installation certificates meet the requirements of Part 6 (10-103a 3). ❑ The operation & maintenance information meet the requirements of Part 6 (10-103c). Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ® I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business nd Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and rofessions Code Sections 5537, 5538 and 6737.1. - PRINCIPAL LIGHTING DESIGNER - NAME SIG DATE LIC. # William A. Thoma 3/27/2009 10757 LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures ET24.0 LIGHTING COMPLIANCE FORMS & WORKSHEET Check box if worksheet is included 1KLTG-1-C, Parts 1 of 4 and 2 of 4Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals ❑LTG-1-C, Part 3 of 4: Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed ®LTG-1-C, Part 4 of 4: Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installe NLTG-2-C: Indoor Lighting Schedule ❑LTG-3-C: Portable Lighting Worksheet ❑LTG-4-C: Lighting Controls Credit Worksheet ®LTG-5-C: Indoor Lighting Power Allowance 0LTG-6-C: Tailored Method Worksheet 0LTG-7-C: Room Cavity Ratio Worksheet 0LTG-8-C: Common Lighting Systems Method Worksheet ❑LTG-9-C: Line Voltage Track Lighting Worksheet EnergyPro 4.4 by Enen yW User Number: 6405 Job Number: 08-8196 Page:1 of 6 CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG-1-C PROJECT NAME DATE Meathead Movers 1 3/27/2009 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED LIGHTING, CONDITIONED SPACES (From LTG-2-C) PORTABLE LIGHTING (From LTG-3-C) LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG-4-C) CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG-2-C) 0 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG-4-C) 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 0 ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES ❑X COMPLETE BUILDING METHOD (From LTG-5-C) ❑ AREA CATEGORY METHOD (From LTG-5-C) ❑ TAILORED METHOD (From LTG-5-C) ALLOWED LIGHTING POWER ALTERNATE COMPLIANCE ❑ PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM (From LTG-8-C) MANDATORY INDOOR AND DAYLIUHTING AUTOMATIC CONTROLS ALLOWED WATTS 27 924 CONTROL LOCATIO1 (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Check if Daylighting NOTE TO FIELD 1st Floor 2-hour by-pass switch interior lights 2nd Floor 2-hour by-pass switch interior lights NOTES TO FIELD - For Building Department Use Only EnergyPro 4.4 by EngiyySoft User Number: 6405 Job Number: 08-8196 of 10L 0 8 29119 At &02 LV a IUD INIMM 1 WO ARCH ITECTS, I NC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name Q U O /N 31 O M 1 ,.tfr. Cn s �n T O O O M E 6 NEEiING THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (806e5le4a3c—o3m850pp\ET5P0Fax: (805) 543-3829 cad®thoma0. 175,U� AY- EXIB. 06/30/11 OTHOMA 08-8196 S� L�P .l aj job Number: 0834 Dr. By: CJ Date: June 15, 2009 Planchec k Resubmittal 1 March C7, 2009 A A A Sheet Contents Irter1ar Title 24 Sheet Number T 24,0 K:\DWGS\08-8196\08-8196—ET240.dwg — Helen — Jun 12, 2009 — 4:29pm BUILDING CITY Or SAN olVI I N LUIS C}61SPC __ +. .• ., .v „ rx:.; .rr.. i r -. • N .. .. .. .. ..-s w ♦ , a w.<. .. t .., ... !� .... i n u ryw {. 2.:.. • 1f .. Y -v+r.. v. .- itl. -. f >: :..I, ai•i,. ty... ... .�. .. ., . ?. 'b ...... t a r , ..... ,. I •, a .. ,. �., d , r ':.x., . u o- ,.. ;• , -, lr ..,. h n :. kr r. v r. WI 1 . I I' i,.'FI � Flla u i n r , - ILLUMINATED AREA CALCULATION WORKSHERFfart 2 of 5) OLTG-3- PROJECT NAME DATE Meathead Movers 1 3/27/2009 A. Hardscape Method ii Hardscape for driveways, site roads, sidewalks, walkways and bikeways A B List Specific Application (Table 147-A) Length of 25' wide path -incorporating a much of he paved area as possible. Checklist Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)1 B Method ii -General illumination areas for site roadway, driveway, sidewalk, walkway, or bikeway includes only those illuminated areas that are in the bounds of the Application and includes a 25 foot wide area runnin alon the axes of the ath of travel and much of the aved area as ossible. B. Building Entrances without Canor ies A B C Width of Door plus 3 feet on each side Smaller of 18 ft or distance to the edge of th property line Area 1sf) (A x B) 96 18 1,728 Checklist Section 147 (c)l B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with the actual use of th areas. Section 147 (c)l A - General illumination areas includes only those illuminated areas that in the bounds of the Application and are with a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the pattern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by a signs or other structures. LIGHTING COMPLIANCE SUMMARY (Part 1 of 4) OLTG-2- Project Name Date Meathead Movers I 3/27/2009 LIGHTING POWER ALLOWANCES - GENERAL SITE ILLUMINATION - Table 147-A Allotted Watts Lummaire Lamps/Ballasts Installed Watts A B C D E F G H I J K L M N O Lighting Application atego (Table 147-A) m r o�a m ND,6, xoDO 0 a o Description- tl' 'c aNNN r im V dw, _ ° p nc O c - >c rN .Z u x 2 'm>amC Building Entrance 1,72 0.70 1,210 S3 HID Wallpack X 70w MH 1 70 1.0 95.0 X 7, 66 S4 Downlight, Exterior X 42w TRT 1 42 1.0 48.0 X 1 3 144 Automotive Hardscape 98,30 0.15 14,745 St 20' Pole Light X 250w MH 1 250 1.0 295.0 X 4 1,18 S2 Motion Sensors X 35w Par 20 2 35 0 70.0 X 40 2,80 S3 HID Wallpack X 70w MH 1 70 1.0 95.0 X 5 47 S4 Downlight, Exterior X 42w TRT 1 42 1.0 48.0 X 71 336. Pedestrian Hardscape 2,5 0.17 436 S4 Downlight, Exterior X 42w TRT 1 42 1.0 48.0 X 384 63 4' Fluor Wrap 32w T8 1 62 1.0 62.0 X 24 1488 JB3 4' Fluor Wrap w/ emergency 32w T8 1 62 1.0 62.0 12 744 Total Allotted Watts EQ Total Installed Watts 8,691 EnergyPro 4.4 by EnergySoft User Number: 6405 Job Number: 08-8196 Page:3 of 5 ILLUMINATED AREA CALCULATION WORKSHERFFart 1 of 5)OLTG-3- PROJECT NAME DATE Meathead Movers 3/27/2009 Hardsca e - Method i A. Hardscane for automotive vehicular use. includina Darkina lots, driveways and site roads. A B C D E F G H Lighting Appplication (Table 147-B) Actual Paved Area+S' perimeter of adjacent unpaved land. Include planters and land. Includes plantersand landscaped areas less than 10' wide that are enclosed by hardscape on at least 3 sides. Areas SF to Subtract from within the Illuminated Area Illuminated Area (B - G) Area between poles or luminaires that are > 6 times thE mountingheighl distance (If Applicable) Overlapping areas of another application or luminaire Building Areas Areas obstructed by signs or other structures Sub total of areas to subtract (C + D + E + F) Automotive Hardscarre 98.302 0 0 0 0 0 98.302 B. Hardscape for pedestian use, including plazas, sidewalks, walkways and bikeways A B C I D E I F I G H Lighting Appplication (Table 147-B) Actual Paved Area+5' unpaved land on either side of path of travel. Shall include all contiguous paved area before including adjacen grounds. Areas SF to Subtract from within the Illuminated Area Illuminated Area (B - G) fArea between poles or luminaires that are > 6 times IN mounting heigh distance (If Applicable) Overlapping areas of another application or luminaire Building Areas Areas obstructed by signs or other structures Sub total of areas to subtract (C + D + E + F) Pedestrian Hardscape 2,564 0 0 0 0 0 2,564 Checklist ❑ Section 147 (c)l B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)l A - General Illumination areas includes only those illuminated areas that are in the bounds of the Application and are within a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the pattern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by signs or other structures. EnergyPro 4.4 by EnergySoft Wer Number: 6405 Job Number: 08-8196 PageA of 5 CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1- PROJECT NAME DATE Meathead Movers 3/27/2009 PROJECT ADDRESS 3600 South Higuera Street San Luis Obispo, CA Building Permit # PRINCIPAL DESIGNER - LIGHTING TELEPHONE William Thoma (805)543-3850 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date Thoma Electric, Inc 805) 543-3850 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE 03-27 09 ❑ LZII ❑ LZ2 ® LZ3 ❑ LZ4 FUNCTION TYPE ® OUTDOOR LIGHTING ❑ OUTDOOR SIGNS ❑ INDOOR SIGNS PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION ® ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the docum t n i ccurate and complete. DOCUMENTATION AUTHOR IG!JW DATE William Thoma 1 3/27/2009 The Principal Lighting Designer hereby certifies that the prop outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ❑X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of th usiness and Professions Code to sign this document because it pertains to a structure or type of work described a xempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SI RE DATE LIC. # William Thoma 3/27/2009 10757 LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included MOLTG-1-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. Either LTG-1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG-1-C if the project consists solely of indoor signs. 2. Use LTG-1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-1-C if the project consists solely of outdoor signs. 4. Use OLTG-1 C If the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. IxIOLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. ❑OLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.4 by EnerijySoft User Number: 6405 Job Number:08-8196 Page:1 of 5 CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1- PROJECT NAME DATE Meathead Movers I 3/27/2009 Liahting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power ❑X ❑ Lighting power allowance for general site illumination on OLTG-2-C Part 1 of 4 Not Applicable ❑ ❑X Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable ❑ ❑X Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable ❑ ❑X Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable ❑ ❑X Sign lighting compliance on OLTG-4-C Not Applicable Mandatory Measures on Plans Sholly that Outdoor Laahti r Liahtina Contro inment ❑ ❑X Installed lighting power has been determined in accordance with Section 130(c)l Not Applicable ❑ ❑X All permanently installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(a) Not Applicable ❑ All Luminaires with lamps rated greater than 175 Wafts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable ❑ ❑X All permanently installed outdoor lighting meets the control requirements of Section 132(c)l Not Applicable ❑ Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132( Not Applicable MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) AREA CONTROLLED NOTETO FIELD Above Panel Al See detail 1/E-1.2 Master time clock Exterior Lights EnergyPro 4.4 by EnergvSoft User Number: 6405 Job Number: 08-8196 ag : 5 K:\DWGS\08-8196\08-8196_ET241.dwg - Helen - Jun 12, 2009 - 4:30pm ..., r n +.�1- :l R'I{F ..I t ..:..1 Yv i , �� . I i �) 1 . 4. N .... , !.. eP a .,, ,. „i.. I ( I l I ( 1.:-- .... - u . 9.. r I..:'.. + � $ 14. I sl i. .':. I .. .. - .har I 11 itt S'��1}'ku .4. .. .. r r :'.. 1. _. -s.I I s F '9u I:u , I ,_ - -... , a {., 1 f I I i . .vN rr, , rV.� . 1 { I I :: �. ,4 -:: _:- r r. F r .in., l-�'.. f. -, 111. r. f rl .. �.. �lq tlY�lkr {. 1 , i .�.'. i .,1 ..�i... I i I I u .. �. tl I I BUILDING DIVISION CITY OF SAN LUIS OBISPO RUN ®o ARCHITECTS, INC 641 Higuera Street, Suite 303 San Luis Obispo, CA 93401 805-541-3848 sdg@sdgarchitects.com These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Project Name Q U Q to O V') �-n F O V) C O Moe/NEERlNa THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. son Luis Obispo, CA 93406 ES I Phone: (115) 543-3850 Fax: (805) 543-3829 cad®thomaeleo.c,m \P� A Tyo 0. 10757 EXP. 0%30/ 1 gFOF CpLFP��e TH01 08-8196 job Number: 0834 Dr. By: CJ Date: June 15, 2009 /\ Planch C' Resubmittal 1 \ March 27, 2009 Sheet Contents Exterior Title 24 Sheet Number T 2.4,1 Y C I I L 1 ,P. 4a �lY a .0 : T.�R��CxESELF 3600 SOUTH HtGUE_'LI,, STREET SAN LUIS 0131SPO, UA 1) GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL DRAWINGS, REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. 2) STRUCTURAL SYSTEMS AND COMPONENTS DESIGN SHALL FOLLOW: BUILDING CODE: ® 2007 CBC 1912006 IBC ❑ 2003 IBC ❑ 2000 IBC ❑ 2004 FBC OCCUPANCY = S-1, STORAGE CONSTRUCTION TYPE = ❑ 2N ® 2B 3) CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL MEMBERS, WALLS, AND NON-STRUCTURAL ITEMS DURING CONSTRUCTION. 4) BUILDINGS ARE DESIGNED FOR THE FOLLOWING LOADS: ROOF LIVE LOAD: 20 PSF REDUCIBLE: YE$ ROOF DEAD LOAD: 5 PSF FLOOR LIVE LOAD: NA, FLOOR DEAD LOAD: NA, BUILDING CLASSIFICATION: I - MINOR STORAGE FACILITIES SNOW IMPORTANCE FACTOR, Is = 0.8 SEISMIC IMPORTANCE FACTOR, IE = 1.0 WIND IMPORTANCE FACTOR, Iw = M WIND SPEED = 85 MPH ; WIND SPEED (3 SEC GUST) = 100 MPH EXPOSURE = D BUILDING TYPE: ® ENCLOSED ❑ PARTIALLY ENCLOSED ❑ FULLY OPEN SPECTURAL RESPONSE COEFFICIENTS: SHORT PERIOD RESPONSE ACCELLERATION, Ss: 1.4 9 ONE SECOND PERIOD RESPONSE ACCELLERATION, Si: 0.540a SHORT PERIOD RESPONSE ACCELLERATION PARAMETER, Sm 0.993 ONE SECOND PERIOD RESPONSE ACCELLERATION PARAMETER, Sm: Q�¢Q SEISMIC USE GROUP: I ; SEISMIC SITE CLASS: D ; SEISMIC DESIGN CATEGORY: D RESPONSE MODIFICATION COEFFICIENT, R:6.5 => LIGHT -FRAMED SHEAR WALLS SEISMIC RESPONSE COEFFICIENT, Cs: 0.153 GROUND SNOW LOAD, Py: D,A,. ; SNOW EXPOSURE FACTOR, Ce: D,QQ SNOW THERMAL FACTOR, Cr 0_00 ; ROOF SNOW LOAD, Pr. NA DEFLECTION LIMIT: ® CBC ® IBC ❑ FBC ❑ OTHER 5) ALL STRUCTURAL COMPONENTS AND SYSTEMS ARE DESIGNED FOR SELF WEIGHT, SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS, AND THE LIVE LOADS SHOWN ABOVE. 6) NON-STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING REQUIRED. 7) THE METAL STRUCTURE IS DESIGNED TO SUPPORT A FIRE SPRINKLER SYSTEM AS DRAWN. SPRINKLER PLAN SHOP DRAWINGS AND MANUFACTURERS LITERATURE SHALL BE SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD. MAKO STEEL IS NOT RESPONSIBLE FOR THE SUBMITTAL OF SPRINKLER PLANS FOR PERMIT. ASSUMED MAXIMUM PIPE SIZE FOR BRANCHLINES ARE 2"0 SCHEDULE 40 PIPE & MAINS ARE 4"0 SCHEDULE 10 PIPE. 8) PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR -CEILING, AND ROOF -CEILING SHALL BE PROTECTED AS REQUIRED PER BUILDING CODE. (PENETRATIO NS BY OTHERS) 9 MINIMUM DISTANCE BETWEEN NEW -EXISTING AND NEW -NEW - ) EW EW BUILDING IS 4 INCHES, UNO PRIOR TO DELIVERY OF STRUCTURAL STEEL TO THE PROJECT SITE, ALL UNDERGROUND WORK MUST BE COMPLETED, THE SITE SHALL BE CAPPED WITH A MINIMUM OF A PAVEMENT BASE, ELECTRICAL POWER SHALL BE SUPPLIED TO WITHIN 200 FEET OF ALL WORK AREAS AND AN ADEQUATE AREA FOR STORING MATERIALS SHALL BE DESIGNATED. MASONRY ELEVATIONS MUST BE PER PLANS. CONCRETE SLABS MUST BE CURED AND CLEAN PRIOR TO MAKO'S ARRIVAL. WHILE SIDING, PARTITION, AND ROOF PANELS ARE LOCATED ON -SITE AWAITING INSTALLATION, THE PANELS MUST BE STORED AT A SLOPE TO PREVENT PONDING OR STANDING WATER FROM ACCUMULATING AND CAUSING SUBSEQUENT OXIDATION OF THE PANELS. 1 ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE S VE BARRIER TO PROTECT THE INTERIOR WALL COVERINGS. ALL EXTERIOR OPENINGS SHAL L BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHER-PROOF. A MAKO STEEL INC. MAKO STRUCTURES INC. WILL BE / E FO R OR WEATHER -PROOFING ALL STEEL FRAMING CONDITIONS AND MATERIALS THERIN WHICH ARE ERECTED AS A RESULT OF THE APPROVED CONSTRUCTION CONTRACT. B) MAKO STEEL, INC./MAKO STRUCTURES, INC. IS NOT RESPONSIBLE FOR EXTERIOR WEATHER -PROOFING OF CONCRETE WALLS, PANEL JOINTS, MASONRY, AND/OR BRICK WORK, FLASHINGS OR WEATHER STRIPPING TYPICALLY COMMON TO DOORS AND WINDOWS. JIL'S INFUMMA I ION: / 2 A 1) SOILS ENGINEER REPORT BY: GEOSOLUTIONS, INC., PROJECT #SL06728-1, DATED JULY 16, 2008. 2) SOILS ENGINEER SHALL REVIEW THE FOUNDATION PLANS AND GENERAL NOTES PERTAINING TO THE FOUNDATION PLANS FOR COMPLIANCE WITH THE SOILS ENGINEERING REPORT. 3) PRIOR TO THE CONTRACTOR REQUESTING A BUILDING FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICAL IN WRITING THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 4) THE ENGINEER OF RECORD MUST BE INFORMED OF ANY CHANGES IN DESIGN CRITERIA MADE BY THE SOILS GEOLOGIST IN THE COURSE OF CONSTRUCTION. SOIL FILL, COMPACTION, AND PREPARATION, PER SOIL'S REPORT. 2) STRUCTURAL CONCRETE SHALL CONFORM TO ACI 318-05 AND SHALL HAVE A fe = 2,500 PSI. THE CONCRETE SHALL BE TYPE 1 OR TYPE 2 PORTLAND CEMENT, AND SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR PORTLAND CEMENT" (ASTM C 150-04a). CONCRETE USED FOR ALL SLABS ON GRADE SHALL BE SPECIFIED TO REACH A 7-DAY MINIMUM OF 1,500 PSI AND SHALL REACH A MINIMUM OF 2,500 PSI WITHIN 28 DAYS. CONCRETE COMPRESSIVE TESTS SHALL CONFORM TO ASTM C39. 3) AGGREGATES FOR CONCRETE OF NORMAL WEIGHT SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR CONCRETE AGGREGATES" (ASTM C 33-03). THE NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL NOT BE MORE THAN 3/4 INCH. 4) NO ADMIXTURES, OTHER THAT AIR -ENTRAINING ADMIXTURE CONFORMING TO "STANDARD SPECIFICATIONS FOR AIR ENTRAINING ADMIXTURES FOR CONCRETE" (ASTM C 260-01) MAY BE USED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. THE USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED IN THIS PROJECT. 5) THE CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES OR LESS. A TOLERANCE OF 1-INCH ABOVE THIS AMOUNT SHALL BE PERMITTED FOR INDIVIDUAL BATCHES PROVIDED THE AVERAGE FOR ALL BATCHES DOES NOT EXCEED 4 INCHES. THE SLUMP SHALL BE DETERMINED BY "STANDARD TESTING METHOD FOR SLUMP OR PORTLAND CEMENT CONCRETE" (ASTM C172-04). 6) CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND TO ASTM C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. 7) ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE AND TO ALL REQUIREMENTS OF ACI 318-05, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, UNO. 8) ALL WATER, CEMENT, AND AGGREGATES USED IN THE CONCRETE SHALL CONFORM TO I.B.C. CHAPTER 19. 9) USE ASTM A-615 GRADE 60 FOR ALL REINFORCING STEEL. LAP CONTINUOUS REINFORCING 40 BAR DIAMETER (MINIMUM) IN BEAMS AND 40 BAR DIAMETERS IN SLABS. TAP BOTTOM STEEL OVER SUPPORT AND TOP STEEL MID -SPAN UNLESS OTHERWISE SPECIFIED. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS. REFERENCE DETAILS ON SHEET SD2 FOR ALL TIES, HOOKS, BENDS, & LAPS. USE 1" COVER OVER REINFORCING EXCEPT AS FOLLOWS: BOTTOM TOP SIDES FOOTINGS 3" 2" 3" SLAB -ON -GRADE 1? 14" - ALL REINFORCING SHALL BE SUPPORTED ON EITHER DOBIES, CHAIRS, OR EQUIVALENT. ALL REINFORCING/WELD WIRE FABRIC (MESH) SHALL BE PLACED NEAR THE MIDDLE OF THE SLAB, UNO. 10) WATERPROOFING SHALL BE PLACED BETWEEN SOIL AND CONCRETE WHEREVER SOIL IS USED AS A FORM FOR CONCRETE, EXCEPT FOR FOOTINGS. (RECOMMEND 2" OF CLEAN SAND OVER A 10-MIL VAPOR BARRIER OVER 6" OF DRAINAGE GRAVEL, PER SOILS' REPORT.) 11) SLEEVE ALL PIPES THIRD SLABS INDIVIDUALLY: UNLESS APPROVED BY ENGINEER. 12) ALL REINFORCING SHOWN TO BE HOOKED SHALL HAVE STANDARD HOOKS UNLESS SHOWN OTHERWISE. REFERENCE DETAILS ON SHEET SD2. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING OF CONCRETE. 13 PLACE CRACK CONTRO L JOINTS BY SAW CUTTING AT THE THICKNESS 1 4" WIDE x 1 4 / / EF 0 SLAB WHERE SHOWN, SEE DETAIL 24 ON SHEET SD2. CUTTING TO BE PERFORMED WITHIN 24 HOURS OF CONCRETE PLACEMENT. DO NOT PLACE CONTROL JOINTS OR CONSTRUCTION JOINTS UNDER OR WITHIN V-6" FROM POST LINE. 14 CONCRETE SLAB SHAL L BE PLACED AND FINISHED WITHIN A TOLERANCE OF 1 4" INCH IN EVERY 10-FEET, AS DETERMINED BY PLACING A 10 FOOT STRAIGHT EDGE ON THE SLAB IN ANY DIRECTION. ANY DEVIATION FROM THIS WHICH REQUIRES ADDITIONAL CUTTING OF OTHER BUILDING COMPONENTS SHALL BE THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR. 15) BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS, CONCRETE MIXING TRUCKS, OR OTHER SPECIFIC CONSTRUCTION LOADINGS. 16) ALL CONCRETE REINFORCING SHALL BE PLACED AND SUPPORTED IN CONFORMANCE WITH ACI 318 AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION, LATEST EDITION PUBLISHED BY C.R.S.I. 17) PROVIDE 2-#4 x 4'-0" LONG 0 4" OC AT MID -DEPTH OF SLAB AT CORNERS OF BLOCK -OUTS AND AT RE-ENTRANT CORNERS WHERE CJ'S DO NOT OCCUR. 18) IN LIEU OF #3 REINFORCING BARS AT 18" OC THE FOLLOWING ARE ACCEPTABLE SUBSTITUTIONS: A. 6x6 - W4.0/W4.0 WELDED WIRE FABRIC, FLAT SHEETS. B. 6x6 - W5.5/W5.5 WELDED WIRE FABRIC, FLAT SHEETS. C. 44 - W4.0/W4.0 WELDED WIRE FABRIC, FLAT SHEETS. IF WELED WIRE FABRIC OR FIBER ADDITIVE IS USE, PROVIDE A #4 DOWEL FROM WITHIN 3" FROM THE BOTTOM OF THE FOOTING BENT 90' AND EXTEND INTO SLAB A MINIMUM OF 24" (ALTERNATE DIRECTION OF DOWELS AT THE INTERIOR FOOTINGS). THE WWF SHALL BE SUPPORTED ON EITHER DOBIES, CHAIRS, OR EQUIVALENT. 1) EXPANSION ANCHORS SHALL BE "HILTI KB 3" OR APPROVED EQUAL PER ICC #ES-1385, APPROVED EQUALS INCLUDE POWERS WEDGE -BOLT PER ICC #ES-1678, RAMSET TRUBOLT PER ICC #ES-1372, AND HILTI HUS-H PER ICC #ES-1423. 2) INSTALLATION & MINIMUM EMBEDMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS OR AS SPECIFIED ON THE DRAWINGS, WHICHEVER IS GREATER. 3) WHERE SLEEVE, EXPANSION, OR EPDXY ANCHORS ARE SET IN MASONRY WALLS, FILL BLOCK CELLS WITH CONCRETE FOR BOLTED COURSE AND ONE COURSE BELOW ANCHOR ELEVATION. ACCEPTABLE EXPANSION ANCHOR SYSTEMS INCLUDE HILTI KWIK BOLT 3 PER ICC #ES-1385 OR APPROVED EQUAL. ACCEPTABLE EPDXY SYSTEMS INCLUDE HILTI HY-150 PER ICC #ES-5193, HILTI RE500 PER ICC #ES-1682, SIMPSON SET PER ICC #ES-1772, POWERS -FAST STANDARD SET PER ICC #ES-1531. 4) AT MASONRY WALL CONNECTIONS WITH EXPANSION/SCREW ANCHORS: A. ANCHOR MUST BE INSTALLED A MINIMUM OF 1 3/8" FROM ANY VERTICAL MORTAR JOINT. B. ANCHOR LOCATIONS ARE LIMITED TO ONE PER MASONRY CELL WITH A MINIMUM SPACING OF 8" OC. C. EMBEDMENT DEPTH IS MEASURED FROM THE OUTSIDE FACE OF THE CMU. D. USE A MINIMUM OF 12" EDGE DISTANCE, UNO. 1) REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-531. LAY UP MASONRY UNITS IN RUNNING BOND. 2) MASONRY UNITS SHALL CONFORM TO ASTM C 90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1,500 PSI AT 28 DAYS IN ACCORDANCE WITH ASTM E-447. MASONRY UNITS SHALL BE A MINIMUM OF 45% SOLID. CONCRETE MASONRY UNITS SHALL CONFORM TO THE FOLLOWING KILN PROCESS AND GRADED IN ACCORDANCE WITH ASTM 0331-64T: A. HOLLOW LOAD BEARING C90-66T, GRADE P-1. B. SOLID LOAD BEARING C145-66T, GRADE U-1. C. FIREWALL MASONRY UNITS SHALL BE ASTM CLASSIFICATION C-3 FOR 3 HOUR FIRE RATING. 3) USE TYPE "M" MORTAR IN ACCORDANCE WITH ASTM C 270. MASONRY UNITS SHALL HAVE 3/8" FULL BEDDING. MORTAR PROTRUDING INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND GROUTED SHALL BE REMOVED. ALLOW MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT. ALL JOINTS SHALL BE NEATLY TOOLED TO FORM CONCAVE JOINTS. THOU SHALL NOT USE TYPE 'N' MORTAR. 4) ALL GROUT SHALL CONFORM TO ASTM C 476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C 39. MAXIMUM AGGREGATE SIZE OF 3/8" AND SLUMP OF 8 TO 10 INCHES. 5 GROUTED CELLS WITH REINFORCING SHALL BE REINFORCED WITH VERTICAL BARS PE R PLANS, AT WALL INTERSECTIONS, AND CORNERS, EACH SIDE OF OPENINGS IN THE WALL AND AT THE END OF WALLS UNLESS SHOWN OTHERWISE. HOOK TOP OF ALL DISCONTINUED BARS. HORIZONTAL BOND BEAM REINFORCING TO BE 2 4's AT 48" 6) REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. NO WELDING OF REINFORCING WILL BE PERMITTED. WHERE NECESSARY, SPLICING OF REINFORCING BARS SHALL BE MADE BY OVERLAPPING PER DETAIL 28 ON SHEET SD2 AND PROPERLY TYING THE BARS. 7) PROVIDE INSPECTION AND CLEAN OUT HOLES AT BASE OF VERTICAL CELL GROUT LIFTS IN EXCESS OF 5'-0" IN HEIGHT. 8) ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE SOLIDLY GROUTED IN PLACE WITH NOT LESS THAN FULL CELL OF GROUT ALL AROUND THE BOLT. 9) THE MASONRY CONTRACTOR SHALL INSTALL ALL JAMBS AND HEADERS FOR THE DOOR UNITS. THESE SHALL BE INSTALLED PL UMB, LEVEL AND TRUE TO DIMENSIONS GIVEN. ANY ERRORS IN THESE INSTALLATIONS RESULTING IN THE INABILITY TO OPERATE THE DOORS OR IMPROPER INSTALLATIONS SHALL BE THE RESPONSIBILITY OF THE MASONRY CONTRACTOR. 10) LINTELS SHALL BE PROVIDED OVER DOORS, WINDOWS, DUCTS, ELECTRICAL BOXES, AND MISCELLANEOUS OPENINGS AS FOLLOWS, UNLESS OTHERWISE NOTED, FOR EACH 4 INCHES (THICKNESS) OF WALLS: (1) L 3 1/2"x3 1/2"x5/16" FOR ALL SPANS UP TO 3'-6" WITH 6" BEARING EACH END. (1) L 3 1/2"x4"6/16" FOR ALL SPANS UP TO 5'-0" WITH 6" BEARING EACH END. (1) L 3 1/2"6"x5/16" FOR ALL SPANS UP TO 6'-9" WITH B" BEARING EACH END. 11) STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION SP-3-82 FOR POWER TOLL CLEANING AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS WITH A SHOP COAT OF RUST INHIBITIVE PRIMER. 12) THE MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING OF THE MASONRY WORK. 13) THE MASONRY CONTRACTOR SHALL INSTALL STARTER BLOCKS, HALF BLOCKS AND BLOCKS OF SPECIAL SIZES AND SHAPES AS REQUIRED BY THE DRAWINGS OR TO MEET FIELD CONDITIONS. THE BLOCKS SHALL HAVE SMOOTH SURFACES AND UNBROKEN EDGES IN THE EXPOSED WORK. CLOSURE BLOCKS WITH FINISHED ENDS SHALL BE INSTALLED AT WALL ENDS, REVEALS, RETURNS, AND PIERS, ETC, WHERE SHOWN AND WHERE NECESSARY TO MAKE A WORKMANLIKE JOB. 14) TO PREVENT WATER INTRUSION, MAKO RECOMMENDS THAT ALL MASONRY WALLS AND JOINTS BE WATER PROOFED. THE PROJECT ARCHITECT OR MASONRY CONTRACTOR SHALL DETERMINE WATER PROOFING SYSTEMS. MAKO IS NOT RESPONSIBLE FOR DETERMINING, PROVIDING, AND/OR APPLICATION OF WATER PROOFING SYSTEMS. 1) THE EXTENT OF THE STRUCTURAL LIGHT GAGE FRAMING IS SHOWN ON THE DRAWINGS AND INCLUDES ALL COLD FORMED FRAMING 22 GA. AND HEAVIER. IT INCLUDES BUT IS NOT LIMITED TO INSTALLATION OF ROOF JOISTS, FLOOR JOISTS, WALL STUDS, AND RUNNER TRACKS COMPLETE WITH CLIPS, BRIDGING, STIFFENERS, ETC., REQUIRED FOR A COMPLETE FRAMING PACKAGE. 2) MATERIALS: ALL MEMBERS SHALL BE COLD FORMED FROM STRUCTURAL QUALITY SHEET STEEL MEETING THE REQUIREMENTS OF ASTM A446 GRADE A, MINIMUM YIELD OF 33 KSI FOR 20 GA. AND LIGHTER, AND MEETING THE REQUIREMENTS ASTM A653, GRADE D, MINIMUM YIELD OF 57 KSI FOR 18 GA, AND MEETING THE REQUIREMENTS ASTM A653 SS GRADE 50 CLASSI, ASTM A570 GRADE 50, OR ASTM A607-92 GRADE EE, MINIMUM YIELD OF 55 KSI FOR 16 GA. AND HEAVIER. ALL MEMBERS SHALL BE MARKED SO THAT SUPPLIED MATERIALS CAN BE FIELD VERIFIED. 3) INSTALLATION: A. WALL STUDS: INSTALL STUDS IN CONTINUOUS TRACKS, SIZED TO MATCH STUDS TOP AND BOTTOM, AND SECURE THE STUDS TO THE TRACKS WITH APPROVED CONNECTIONS, INSTALL BRIDGING AS INDICATED ON THE DRAWINGS. B. DO NOT SPLICE ANY FRAMING MEMBER EXCEPT AS SHOWN ON THE DRAWINGS OR WITH THE APPROVAL OF THE ARCHITECT/ENGINEER. C. ALL FRAMING COMPONENTS SHOULD BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR ANY ANGULAR FIT AGAINST AN ABUTTING MEMBER. D. TOP AND BOTTOM TRACKS TO BEAR DIRECTLY ON STUDS/POSTS, WHERE IT OCCURS. E. USE LIGHT -GAUGE SHIMS IN BOTTOM TRACK TO ACCOUNT FOR SLAB IRREGULARITIES. F. STUDS/POSTS MUST BE FASTENED ON BOTH SIDES OF TOP AND BOTTOM TRACKS, WHERE IT OCCURS. 4) CONNECTIONS: A. WELDS: WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1 & D1.3. USING E60XX OR E70XX ELECTRODES. THE ENGINEER OF RECORD MAY REQUEST A NONDESTRUCTIVE TEST TO VERIFY PROPER WELDS. B. STEEL SCREWS: 1. SELF DRILLING AND SELF TAPPING, PROVIDE EXTERIOR COATING FOR SCREW EXPOSED TO THE EXTERIOR USES, OF THE SIZE REQUIRED FOR LOADINGS. 2. USE #12 TEKS UNLESS OTHERWISE NOTED, FROM: DARTS BRAND BY D.B. COMPASS INTERNATIONAL PER ICBO 5202 VS BRAND BY D.B. BUILDING FASTENERS, INC. PER ICBO 5617 DRIL-FLEX OR KWIK-FLEX BY HILTI, INC. PER ICC ER-4870, OR EQUALLY APPROVED. 3. SCREW PLACEMENT: MINIMUM EDGE DISTANCE, END DISTANCE, AND SPACING SHALL BE THREE TIMES THE SCREW DIAMETER. SCREWS SHALL BE SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STUD BY AT LEAST TWO FULL DIAMETER THREADS. 10 #3 POINT 0.036" - 0.175" 12 3 POINT 0.036 - 0.210 12-24 J4.5 POINT 0.125 - 0.375 12-24 15 POINT 6.250 - 0.500 C. POWDER DRIVEN SHOTS: SIZE AND SPACING AS REQUIRED TO PROPERLY ANCHOR THE FRAMING MEMBERS, USE CHARGE AS APPROPRIATE FOR ACTUAL USE FOR HILTI, INC (ICC #ES-1667). D. BOLTS: THE STANDARD DIAMETER OF HOLES FOR BOLTS LESS THAN 1/2"0 SHALL BE LIMITED TO THE BOLT DIAMETER PLUS 1/32-INCH. STANDARD DIAMETER OF HOLES FOR BOLTS 1/2"0 OR GREATER SHALL BE LIMITED TO THE BOLT DIAMETER PLUS 1/16-INCH. (PER 2004 AISI-NORTH AMERICAN SPECIFICATIONS SECTION E3a) 1) STEEL DECK SHALL BE McELROY "MIRAGE", FORM OF 26 GAGE STEEL SHEETS CONFORMING TO ASTM A-446, WITH A PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A-525. 2) THE DECK SHALL BE CAPABLE OF RESISTING A UNIFORMLY DISTRIBUTED ROOF LOAD AS SHOWN IN GENERAL NOTE #4. 3) THE DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE "SPECIFICATIONS FOR DESIGN OF LIGHT GAGE COLD FORMED STEEL STRUCTURAL MEMBERS", AND CONFORM TO THE STEEL DECK INSTITUTE'S RECOMMENDED SPECIFICATIONS. 4) DECK UNITS SHALL BE ERECTED AND ANCHORED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND ERECTION DRAWINGS. 1) MAKO REQUIRES A MINIMUM OF WORKABLE SLAB AREA PRIOR TO DELIVERY AND INSTALLATION OF MATERIALS. MINIMUM DETERMINED BY PROJECT SIZE. 2) ALL UNDERGROUND WORK SHALL BE COMPLETE AND DRIVEWAY AREAS SHALL BE CAPPPED WITH SUB PAVING PRIOR TO MATERIAL DELIVERY. 3) TEMPORARY POWER SHALL BE PROVIDED TO ALLOW FOR A MAXIMUM POWER LEAD RUN OF 200 FT. TO EACH STRUCTURE TO BE ERECTED. 4) CONCRETE SLABS WILL BE BROOM CLEAN AND FREE OF DEBRIS. 5) AN AREA ON SITE IS TO BE DESIGNATED FOR MATERIAL STORAGE AND STAGING OF MAKO MATERIALS. 6) ACCESS TO THE SITE AND ALL SIDES OF ALL BUILDINGS WITH EQUIPMENT IS REQUIRED FOR TIMELY COMPLETION AND SAFETY PURPOSES. 7 ALL MATERIAL AND LABOR REQUIRED FOR SAFETY RAILINGS AND DEVICES ON MULTISTORY PROJECTS TO BE PROVIDED BY OTHERS. 1) BACKFILL COMPOSITION SHALL BE CLEAN FINE TO MEDIUM SAND WITH NOT MORE THAN 10% PASSING THE #200 U.S. STANDARD SIEVE OR PER SOIL'S REPORT, IF APPLICABLE. 2) COMPACT BACKFILL WITH LIGHT -WEIGHT EQUIPMENT. DO NOT USE A LARGE VIBRATORY COMPACTOR: A SMALL SELF PROPELLED 0 ELLED COMPACTOR IS ACCEPTABLE. NO HEAVY EQUIPMENT SHALL BE WITHIN THE SAME HORIZONTAL DISTANCE AS THE HEIGHT OF THE WALL (EX. AT 4'-0- TALL WALLS, THE HORIZONTAL DISTANCE IS 4'-0"). 3) SOIL TO BE COMPACTED TO 90% OR PER SOIL'S REPORT, IF APPLICABLE. 4) FILL SHALL BE PLACED ON BOTH SIDES OF THE WALL AT THE SAME TIME UNTIL ALL OF THE FILL HAS BEEN PLACED ON THE LOW SIDE. 5) PROVIDE ADEQUATE BRACING OF RESTRAINING WALL AND DO NOT REMOVE UNTIL THE SLAB ON GROUND CONCRETE HAS BEEN POURED AND CURRIED. 6) DO NOT EXTEND THE MASONRY WALL ABOVE 2-COURSES ABOVE FINISH FLOOR UNTIL THE CONCRETE SLAB HAS BEEN POURED AND CURRIED. 7) PROVIDE 12" WIDE COLUMN OF DRAINAGE GRAVEL, WITH A 4" PERFORATED DRAINAGE PIPE, TO EXTEND UP TO 12" BELOW THE TOP OF THE BACKFILL. ALL DRAINAGE GRAVEL SHOULD BE WRAPPED IN A GEOTEXTILE FILTER FABRIC. 8) DESIGN OF RETAINING WALLS BASED ON SOIL'S REPORT. 9) WATERPROOFING IS NOT PROVIDE BY MAKO STRUCTURES, INC. DRAWINGS: DRAWINGS CONT: AB ANCHOR BOLT TS TUBE STEEL AFF ABOVE FINISHED FLOOR TYP TYPICAL ARCHIT ARCHITECTURAL -ARCHITECT UNO UNLESS OTHERWISE NOTED BM BEAM VERT VERTICAL BOT BOTTOM W WIDE FLANGE MEMBER C C SHAPE MEMBER -CHANNELS WWM WELDED WIRE MESH CJ CONTROL JOINT WWF WELDED WIRE FABRIC CUR CLEAR Z Z SHAPE MEMBER CMU CONCRETE MASONRY UNIT PIECE MARKS: CONC CONCRETE BA BASE ANGLE CONST CONSTRUCTION BC BASE CHANNEL CVR COVER B/BM BEAM EQ EQUAL C POST EMBED EMBEDMENT *=COL COLUMN EXP EXPANSION DH DOOR HEADER FF FINISH FLOOR DJ DOOR JAMB FG FINISH GRADE DS DRAG STRUT FTG FOOTING EC EAVE CHANNEL GAUGE EFO* EAST FACE OF HA HDR HEADER H HEADER HGT HEIGHT L LEDGER HORIZ HORIZONTAL MC MINI CLIP JNT, JT JOINT *=M MASONRY L ANGLE SHAPE MEMBER NFO* NORTH FACE OF MAX MAXIMUM P PURLIN MB MACHINE BOLT pBC POST BASE CLIP MC MISCELLANEOUS CHANNEL PP PARTITION PANEL MIN MINIMUM RA RAKE ANGLE ON ENTER SFO* SOUTH FACE OF TOOc TOP OF S STEEL TOL TOP OF LEDGER WFO * WEST FACE OF TOM TOP OF MASONRY *=w WALL TOP TOP OF PARAPET TOS TOP OF STEEL TOW TOP OF WALL S1.1 - GENERAL NOTES S1.2 - NOT APPLICABLE S1.3 - STRUCTURAL PANELS SPECIFICATIONS S1.4 - STRUCTURAL COLD -FORMED SHAPES SPECIFICATIONS S2.1 - BUILDING 'A' FOUNDATION PLAN AND ELEVATION SECTION (Al) S2.2 - BUILDING 'A' PARTITION PLAN S2.3 - BUILDING 'A' ROOF FRAMING PLAN S3.1 - BUILDING 'B' FOUNDATION PLAN AND ELEVATION SECTION (B1) S3.2 - BUILDING 'B' PARTITION PLAN S3.3 - BUILDING 'B' ROOF FRAMING PLAN S4.1 - BUILDING 'C' ** PHASE 1 ** FOUNDATION PLAN AND ELEVATION SECTION (Cl) S4.2 - BUILDING 'C' ** PHASE 1 ** PARTITION PLAN S4.3 - BUILDING 'C' ** PHASE 1 ** ROOF FRAMING PLAN S5.1 - BUILDING 'D' ** PHASE 1 ** FOUNDATION PLAN AND ELEVATION SECTION (Di) S5.2 - BUILDING 'D' ** PHASE 1 ** PARTITION PLAN S5.3 - BUILDING 'D' ** PHASE 1 ** ROOF FRAMING PLAN S6.1 - BUILDING 'E' PARTIAL FOUNDATION PLANS: (PLAN 1 & 2 OF 4) AND ELEVATION SECTION (El) S6.2 - BUILDING 'E' PARTIAL FOUNDATION PLANS: (PLAN 3 & 4 OF 4) S6.3 - BUILDING 'E' PARTIAL PARTITION PLANS: (PLAN 1 & 2 OF 4) AND ELEVATION SECTION (E2) S6.4 - BUILDING 'E' PARTIAL PARTITION PLANS: (PLAN 3 & 4 OF 4) S6.5 - BUILDING 'E' PARTIAL ROOF FRAMING PLANS: (PLAN 1 & 2 OF 4) AND ELEVATION SECTION (E3) S6.6 - BUILDING 'E' PARTIAL ROOF FRAMING PLANS: (PLAN 3 & 4 OF 4) S7.1 - BUILDING 'F' FOUNDATION PLAN AND ELEVATION SECTION (F1) S7.2 - BUILDING 'F' PARTITION PLAN S7.3 - BUILDING 'F' ROOF FRAMING PLAN SD1 - STRUCTURAL DETAILS SD2 - STRUCTURAL DETAILS SD3 - STRUCTURAL DETAILS 1) ALL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER PER IBC SECTION 1704. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. COPIES OF REPORTS AND TEST RESULTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, THE ENGINEER, THE CONTRACTOR, AND THE OWNER. SPECIAL INSPECTOR MUST SUBMIT FINAL REPORTS, IF PRELIMINARY REPORTS ARE ISSUED. 2) NAMES OF INSPECTION CONSULTANTS TO BE USED ON THIS PROJECT SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO ISSUANCE OF BUILDING PERMIT. 3 CONTINUOUS SPECIALN INSPECTION, EXCEPT WHERE PERIODIC SPECIAL EC L INSPECTION IS ALLOWED IN THE NOTES BELOW, IS REQUIRED FOR: a. CONCRETE DURING TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE (EXCEPT NOT REQUIRED FOR FOUNDATION CONCRETE IF f c DESIGN STRENGTH IS NOT MORE THAN 2,500 PSI AND FOR SITE WORK CONCRETE FULLY SUPPORTED ON EARTH) b. DURING PREPARATION AND TAKING OF MASONRY TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF MASONRY REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. C. EPDXY / ADHESIVE ANCHORS IN CONCRETE AND MASONRY d. FIELD WELDING OF - LO D A SUPPORTING STEEL MEMBERS AND REINFORCING e. SHOP WELDING IF NOT PERFORMED IN AN APPROVED FABRICATION SHOP PER IBC SECTION 1704.2.2 4 IN ADDITION TO THE REGULAR EG LAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS WILL ALSO REQUIRED SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1704 OF THE 2006 IBC: ITEMS REQUIRED ? REMARKS a. SOILS COMPLIANCE PRIOR TO YES PER SOIL'S REPORT FOUNDATION INSPECTION J. STRUCTURAL CONCRETE OVER NONE ;' 2,500 PSI c. FIELD WELDING NONE - d. EXPANSION/EPDXY/ADHESIVE YES CONTINUOUS ANCHORS e. STRUCTURAL MASONRY YES PERIODIC JUL 08 )t7f9 f. SPRAYED -ON FIREPROOFING NONE - g. PILES/CAISSIONS NONE C/ y {{U��II DING � f�IVISI ON 5) THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURAW jF61S 013 S SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES, AND WELDER QUALIFICATIONS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 6) REQUIRED TESTING: a. CONCRETE CYLINDERS FOR 28 DAY STRENGTH (2 CYLINDER AVERAGE) FOR EACH CLASS OF CONCRETE, NOT LESS THAN ONCE A DAY, NOT LESS THAN ONCE FOR EACH 150 CU YDS, AND NOT LESS THAN ONCE FOR EACH 5,000 SF OF SLABS. b. CONCRETE MASONRY UNITS SHALL BE TESTED PRIOR TO CONSTRUCTION TO VERIFY COMPRESSIVE STRENGTH OF 1,900 PSI MINIMUM. c. THREE CONCRETE MASONRY UNITS SHALL BE TESTED DURING CONSTRUCTION FOR EACH 5,000 SF OF WALL AREA FOR COMPRESSION STRENGTH TO SHOW COMPLIANCE WITH SECTION 2105 & IBC TABLE 2105.2.2.1.1 & 2105.2.2.1.2 (1,900 PSI MINIMUM). d. MASONRY GROUT SHALL BE TESTED FOR EACH 5,000 SF OF WALL AREA, BUT NOT LESS THAN 1 TEST PER PROJECT, TO SHOW COMPLIANCE WITH IBC SECTION 2105.2.2.1 REM #3.2 & 2105.2.2.1.2 ITEM #3.2, BUT NOT LESS THAN 2,000 PSI PER IBC SECTION 2103.12. e. NON-DESTRUCTIVE TESTING OF ALL FULL PENETRATION WELD (COMPLETE JOINT PENETRATION WELDS) CONNECTIONS. w Q o C)Clm 000 I N I 0 I O I 0 I 1n i 0 w w o = IL N z O Z p (N H U w r' (r N 0 w w w x = _ U U U a a a 'n Rl cat c)w Mc0 c0 - m rn�N Fos CC) 06 �CC) MD�dd�' en� U z�rn �C OOo mar- 06 wo Bti Fww z� C) u7 , cm o�wx � LO O ^^w �Fs ozz u U .CU w QJ H cr ~ W w W w _a N � III W W �0 W O O >Q�0 N N 0 a0 12 N W � rn 070 w �--0 ca Q = _0 rn V+ o W T� a II>> w 1 0 J - J 1 N H WW 0 Z 0 Q ���d QTAAAD DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE NTS DRAWING No. simi- REV. 03 . b -- ,,... .... <r 0 e . .._ ,�. .. , •r :e.:ro r ,.m d'e: °n -.rr,-.u...`%., a i .r. ..5{ .eo-,. k' "t it !• it ¢,. `.w % } . _. r I I k S I I J;99 I I � .•,, .. ,I,r, �„' .. �:, � :,,: i � , <. +.���r II' -.e CI� .�,�,IItG Ilan,=,����� el ,h . ,i 1 Ia.9,t, ��•11s? � ,� u�'v w Q o m0)0) 000 I N I to O I O I o I I 0 Z m Q \ W W d N N ZO Z O V) P= U W of N O U U U Ld Ld Ld = 2 2 U U U g5g IL IL w ' • co C\Z O .--i co co cD E. m Vc1l O N N z�w mm M�� zo�w N� OOO O co Co F a d a co z— LI- �zw N od q Z O 4 q Fww LO , W W 0. 5 E W O u z0z 5 a �=jl J W Z Z ma �U Lu V) (j) CO DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED DRAWING No S103 DESCRIPTION D x B t IN L IN 'R' IN 'A' SI 'wt' PLF 'Sx' CI 'Ix' IN-4 'Sy' CI ,ly, IN-4 PRIMARY USE 'C'4'x2 1 2'XlBGA 4'x2 1 2' 0.047 .002t 0.500 0.1875 0.440 1.50 0.600 1.200 0.223 0.365 POSTS, GIRTS 'C'4'x21 2"Xl6GA 40x21 2' 0.060 .003t 0.773 0.1875 0.586 2.00 0.780 1.560 0.343 0.532 POSTS 'C'4"x2 1 2"xl4GA 4"x2 1 2" 0.074 .003t 0.800 0.1875 0.695 2.37 0.917 1.834 0.408 0.630 - 'C'4"x2 1 2"xl2GA 4"x2 1 2" 0.105 .003t 0.885 0.1875 1.043 3.55 1.338 2.676 0.617 0.937 - 'C'4"x3 1 2"xl4GA 4"x3 1 2" 0.074 .003t 0.800 0.1875 0.853 1 2.90 1.218 2.437 1.443 1 0.686 - 'C'4"x3 1 2"xl2GA 4"x3 1 2" 0.105 .003t 0.885 0.1875 1.253 4.26 1.736 3.473 1.474 2.112 - 'C'4'x31 2"xl8GA* 4"x31 2' 0.047 .003t 0.750 0.1875 0.556 1.89 0.804 1.608 0.448 0.946 POSTS 'C'400 1 2"xl6GA 4"x3 1 2" 0.060 .003E 0.773 0.1875 0.704 2.40 1.008 2.018 0.567 1.193 - 'C'4"x3 1 2"xl4GA 4"x3 1 2" 0.074 .003t 0.800 0.1875 0.853 2.90 1.218 2.437 1.443 0.686 - 'C'6"x2 1 2"xl8GA* 6"x2 1 2" 0.047 .003t 0.750 0.1875 0.556 1.89 1.052 1 3.158 0.285 0.488 - Fv - 55 KSI DESCRIPTION D x Ell x B2 t IN L IN 'R' IN A SI wt' PLF Sx' CI Ix' IN-4 'Sy' CI I IN-4 PRIMARY USE 'Z'4"x2 1 2"xl8GA 3 15 16"x2 1 2"x2 1 2" 0.047 .002t 0.625 0.1875 0.459 1.56 0.624 1.229 0.301 0.865 - 'Z'4'x2 1 2'Xl6GA 4'x2 3 8'x2 1 8" 0.060 .003t 0.911 0.1875 0.586 2.00 0.754 1,545 0.378 1.079 ROOF PURLINS 'Z'6"x2 1 2'Xl6GA 6'x2 3 8'x2 1 8' 0.060 .003t 0.911 0.1875 0.704 2.40 1.289 3.947 0.377 1.080 ROOF PURLINS 'Z'8"x2 1 2"xl6GA 8"x2 3 8"x2 1 8" 0.060 .003E 0.911 0.1875 0.822 2.80 1.906 7.759 0.376 1.080 - 'Z'8"x2 1 2"xl4GA 8"x2 3 8"x2 1 8" 0.074 .003t 0.9301 0.1875 0.975 3.32 2.335 9.176 0.447 1.289 - 'Z'10"x2 1 2"xl4GA 10"x2 3 8"x3 1 8" 0.074 .003t 0.930 0.1875 1.116 3.79 3.080 15.642 0.446 1.289 - 'Z'10"x2 1 2"xl2GA 10"x2 3 8"x2 1 8" 0.105 .003t 0.990 0.1875 1.673 5.69 4.585 23.284 0.676 1.968 - 'Z'10"x3 1 2"xl4GA 10"x3 3 8"x3 1 8" 0.074 .003t 0.930 0.1875 1.255 4.27 3.766 19.094 0.793 3.077 - 'Z'10"x3 1 2"xl2GA 10"x3 3 8"x3 1 8" 0.105 .003t 0.990 0.1875 1.883 6.41 5.608 28.426 1.199 4.681 - 'Z'12"x3 1 2"x12GA 12"x3 3 8"x3 1 8" 0.105 .003t 0.990 0.1875 2.093 7.12 7.197 43.721 1.198 4.681 - s 'Ix' IN-4 'Sy' CI ly IN-4 PRIMARY USE 0.738 0.050 0.738 VERTICAL GIRTS, COMP ANGLES 0.324 0.146 0.324 - 0.560 0.0660 0.108 RAKE ANGLE 3 it' I 'It' 'Sb' 'Ib' PRIMARY USE I IN-4 CI IN-4 159 1 0.0844 1 0.1062 1 0.0844 lHORIZONTAL POST STUD GIRTS JUL 0 8 2oag BUILDING DIVISION CITY Of: SAN LUIS OE31S NOT USED W QQ 000 I LO N O I � O O I LO i O w w a V) z Z o 0 0> U W It w Of Of r- N O U U V w w w U U U g5g l0 C\2 O .--i 7' N Ci Fap, ti r�l `a m m N 6 w N * Off. �r-r- a a a� �zq pd A �a WU0 o¢ zwr„ pU , CD �aa owo ",j O G] Oq Ewa , J oxz �y zaw o�o �Sjl U U 0 W cr cr) R M �U Ov J co F U a- LLI (n '^ VJw VJ �W j ��U W 0 0 N >Q N 0�<coa� OW �m 0 N 0 w I�>> w 0J J N F F Z o WWc°oQ cu a- cr) DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED DRAWING No. S104 REV. 03 I 3 of 3) SCALE: 1/8" = 1' a lLn C\2 a) W, 'w c\2 co cn co ccoo Sad way 0� m C)w co co r- r- ed 0 ww R C) in 8 4 w co LD qwa ZE J (.) EL Lu .<0z LLI P 0 _j E p < Lj Lu m 5 _j MRLU WPM DATE 01-08-09 jUL 0 0 0 IS C BLDG.'A' BLDG.' Q C>mc> C> N I 0 c:, O I 0 c> I 0 z m w w a V) (n z z O U W � w N O U U U w W W U U U ggg a a a w ' • C�2 O co w C, co zit - U a ~ ow NC,2 000 d �arn !I_I mr-r- az� od A V z r"10 5 b [s., Fo< � UA z wo� OCiVIP �co Sao o z a O S O Z a J Q a- w QZ � Z� F- r Ld J co m EL � 1 OCWwQ CD >Qco0CD 0 N 0<� N �DWco Q m °' W =c FL _o W� 0J JQJ �WW8<U � ce) 0) cu DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1 /8" = 1' 73\491�re7R.7 2- 0 REV. 03 ( �r y I I tC � ,I� I I I Il I�III I � I If�l( �� 11N tall I � 11� 111 Y a ... -. ...." -." ...... ..... ........... BUILDING 'A' PARTIAL ROOF FRAMING PLAN (PLAN 1 of 3) SCALE: 1/8" = 1 ."_.anA n Ar croon nonce—ODA/`IAIC Al BUILDING 'A' PARTIAL ROOF FRAMING PLAN SCALE: 1/8" _ '' (PLAN 2 of 3) 'C �C>C) o o d W 0 N I o I `n I 0 0 0 Mw w o x V) Z O 1n Z p fN I— U w IY It * CAQ `1 W Y w Y W U U U Z gSg Z Z a a a wc E Co.-. co z zwo � ti I I � 4- I U4W ti� C7� d' O.7 W CQ C) co co oFiN W .B wF E�"'od 0 cd W UP a E Cr7 co wm pro c�U �co , Ewa owo � F�A ZQ J Z Q Q �_ Z V- ~ Q LL w 5$ mw o�cWW� W��U rn co O o 0 N OTQa. � " LL OW O � Q = 1a W me �' O I w �- � J JQJ WW�Q Z o o 5 STAMP QROFESS/ � m 3 /2010 sTgT CIVIC- F OF CAUFo DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S23 REV. 030 8" = 1' *PPRO'%VOED NCffrH jUL 0 8 2ntl9 BUILDING DIVISION y� �yCIIT� 0 1 w Q I N I O I " o I o I O I o Z Q 0 m \ 2 W W z 0 z 0 N � U W w IY Y * 0 0 W 0 W 0 w 0 0 U d IL d W ' • ' CQ go co ZNaC,co I I 5 U2 co R 14 zam m �o 000 a am mNE, aza 06 ^ zwo � � W U.0 _ rn cd Zw= fro oU , to O O lCi �aa a a�A E Zzz �' a u o�o Z JO IL Lu m m O CFO Ez Z0� �=:)W ui m2w Of �WWQ W�ccrn \0 / O O N n OQLi. N � M � c 0 I—=O � Q rn V+ W =C 0 I� a W �- O J _j co Z°' oWW�Qo 0- cu a � V/ c V! STAMP Q(LOFESS/ O m 0. 1 /zo,o sT9T CMS F OF CAUE DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED DRAWING No. v530 REV. 03 a-T Jar*.:.:. Y Sk' »5'.f Y _ }y} B %r a.. F'• k `Y £F? Y".i.:.y: do r•M F l' "r BUILDING 'B' PARTIAL PARTITION PLAN (PLAN 1 of 2) SCALE: 1/8 = r BUILDING 'B' PARTIAL PARTITION PLAN (PLAN 2 of 2) SCALE: 1/8" = 1' 0 0 0 W Q I N I I O I I LO I M cm)O 0 D O Z m w w a En z O V) Z O fN U W 0'_ N O U W U W U W U U U 555 dlLa m CO cO NCO z=w 8E o crDd� a0i� occooccoo co1`LI_ 4 06 V A Eqg w w C) , � a o U W a O O co 1i1. O a�s a AaZ zaa o�o ----------------------------- Q m� W 0z z�o= � w Jcr W 5a U) mn co W 01 11 U W�� 0 N 0 o 04 O N OWm W � v 0�=0 `� Q rn a W =� o W� 0J F- F_ Z75 oWW�'Qn0 f0 L d! � VJ STAMP RVO SS/ ��P R• Fy 9 w� m .09 /2010 {i sr9l CIVIC o��`P F OF CAVE DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. v532O REV. 03 _>< BUILDING F PARTIAL ROOF FRAMING PLAN (PLAN 2 of 2) SCALE: 1/8" = 1' Mil CIrY 6fi S G 0,v13,oN vPO � REV. 03 e. I DESIGN LOADS: SCALL: 1/4 = 1 C)C)C) 0 0 0 w Q I N I O I o I o I O I O Z Q m \ W w d 1n Z O U) Z 0 07 aj H U w Of 0Y N O U U U S U S U S U 555 ILaa_ rrll• Lo 02 CD • � rn�R zoo ti I I I zow 8¢a a o - a N� 8SSo a pe coI`Ll a?m 0� �w oa UA �o co Fww J� pV m U a-w oo LO O w w �zz www� u5u r% nF Z VJ T LLJJ �Q� U) Zoa a J�W w m 2 W U) �WWQ C) W��U 0 n }VVV^JJ! 04 O N 0��� a 5 57 0W ca 0� CL 0 w U J � ~ Z � WW�Q o `STAMP QFLOFESS/ APE R 9 l L ` . 09 2010 {� sT9r CIV1� o��`e F OF CAVE DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS SHOWN DRAWING No. -S4O REV. 03 SCALE: 1/8" = 1' } JUL 0 8 moq OITy Or- SAN UjS ORI _ W Q O C)C)C) 000 N o ro O q O O LO O Z m Q W \ W IL In to Z O O N F U W 0-1 N O U Y Y Y W W W U U U 555 a a a F n C12 CQ o co C�D m wNO co C ���1 a0. ti co 06 �o cclo)�� o>w � o00 ocpm F ^ m t`- t- azw Od �a ^ U 0 oa F u w o O U tLO o U W o n,o U.) w 0 �aa E 3U J w � azz czoi 5 coi Z OIL W ``RR Z V O r W co H QT w J� CL w U) m EL co W W o10JuU W >QcapN N 0�Irco 0 w =m 0 W w I LOJ U J H z� oWW0Q �m 5 DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S4m2_ REV. 03 O O C) O rn O W Q I N I O I O I 0 I 0 I 0 z m w w o a_ a N z O (N z p D ai t= U W 0_ d' d' N O U W U W U w U U U gg a- w = �� moco 0)m� z'Na •"' �CC)00 zora EA S C' ul CC)J-4d 0 a`tli� om co co Q'i co Zl- L— a azw $ 06 r'� C U ��a WUca 0 L* � zd�a E W S.. z w w LO , co �aa oao � � a � FEs 0 ozo Z CL w �cr W H ZLL CID Q H QL T w J a*- V J) in C COWW� C) W��U 0 0 > � N 0 N 0���-6 N c LW M c) 0 Q a 0` W TC a W 0 J J I � � /V`i N ~ Z U) o WW oQ �C STAMP / oQROF 1. ` 6 11� /2010 {( sr9T CIVIC F OF CAVF� DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S403 REV. 03 ' I OOO 0IrW I Z m Q W \ W 0 a - a o Z 0 to � W !Y N O U U U W W W = 2 2 Quo a a a w n co c CQ o , rncinco �& .1 co o x ii ca I� CO�� co d' d' 110, W O COO So a co Z� r- zw pd U wa oa UA Fw� m v m ? a oyo LO O Fps y+U 4 Fa p 2 Z U=.0 n ZO 0_U QO: r J �QO Z�Q w 0z> Q 2 w JAW L m2w , oIco Ww� W��UCD >Q�0 N N 0��� � m Ow �m U) 0` m Q(�= �) W a I U O w J J N ~ Z LLj U) 0 a DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS SHOWN DRAWING No. S501 REV. 03 s i Wood Q o C)�m N I 0 O I 0 I 0 z n 3 w w a z z o O 0 F U K W N O U U U W W W U U U z0-g a a IL w un '• c\toco co = v c rncm rCier dcozow zo�w �� 000 ^ aM ccoor- r- z�� o =w O� 5k UA �a EWco z w w o 7t1 c) Ln , o l�� � �wz o o.o Qa� O a ,J czz y� ��j1 UxU g o a- zItz T a E 4n m CL oc W J] w iru 0 0 N >Q�0N 0�0. ` Ow D m `� 0 OJ U F iV`{ ~ Z Ld wW0Q cic DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S522 REV. 03 ' ,. �., -,. tl ✓��V, .t€.� 4. .h1 I. �4fi17 A i f. tl4. 1 r� e. 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SCALE: 1/4" = 1' v.. .-.:: :... ,. ., r7'...:.... _.r.. r. a 1 x ... r, ,rh.,,. .e ve b'c �.,. ^t•r.. ..y.': £r-_. _.. . � A i Y... i-v 5 • nb..i.a °9 "'*aa 3A ,.1." a t.j 'rZi r } c 3 r ,i rfe: S^3. 4.e 4 I ti PIL. j1r F nr. nr •....z .a i 1 .. - r . :.-x.e 's .. rr:: f 1 '.;b ...� . r f1 �'.,i . .r. irl ..na', LI ,%.p i. 1 ,i.� •r r '. ..+ r ^:,. `.. . °u� t'�r ON PLAN SCALE: 1/8" = 1' * '�► M t ), I JUL 0 8 7nnq 13UIL DING DIVISION CITY O KEY PLAN I :III I I r I i W o mm� ood I M O I C) O I O O Z m W W Q \ O 2 IL z z 0 F- 0 W of N 0 ic 0 0 U W W W U Q 0 Sgg a a a Lco Cie q W V C\2 c're � •--i e-y zw I I I co zom �cf2 S�",Idt �a°d 0 zo^w NC\2 SCOS d a am cor- r- zz" 06 Fob W UA w m C) Lo , o co Ewa oao L0 O U :] awq =4z zxo �WWQ W0c0 n >Q�0 C,N 0��� N W � O °' = M c Q W � V+ � W =� 0 W �- 0 J J I05 F-- WW�Q �C� a � DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED DRAWING No. S6ml REV. 03 ' CIVIC ��N OF CALIF/ DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S602 REV. 03 BUILDING 'E' PARTIAL PARTITION PLAN '" SCALE: 1/81 (PLAN 2 of 4) NCfffH APpnolls vel, JUL 08 2nllq BUILDING [)'VISION UlTy OF: SAN LUISS O8ISpCj BLDG.' C) I u� C I ff� cl 0 I ;I- C I D 0 io I U') (o C> Z M I r-4 N Ld w of 0 V) cn z z 0 0 Ln CA 0 0 y y y 000 z z z C\2 C) C3 co cp R .r,_ V2 ;j co ca So co 4 't Q) C,2 28 So 8 co r- r- m 8Co C> Lo 20 o Ens rl V_ M C-4 _j < w CL Z mqo 0 F= P Z 0 p C.4 w a: cf) W < -0 M a_ cd 0 Az< 5. < _j cn M IL,-.o W ( STAMP DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED S6.3 EV. 03 � ,� � �,� !�, i!`, lei, 't , . , , , � ", � BUILDING 'E' PARTIAL PARTITION PLAN (PLAN 3 of 4) r O N I 0 O O I 0 O Iu�C)- .- 1 0 Z m w w Q d z z Z O W F w N O U Y Y Y W W W 2 S 2 U V U 555 EL <<O<�<** a a A • LO 0 �r-� wwo �� Fz N a 0! � I C*J O 00 ow CO�t ',lot OM. =zm w td0 NCD 000 C) CD co a m y� !� am coL�L, z$w OV .I r� M ^r_, fs' cd Cd �a EWco �w fro ov to U 6 K O O In O �Fs zza o Fsyo cb Z a J 0— Z � F O LL1 Q� C w � ZQ� 0 Z w _j Ld v=i m�� DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S6m4_ REV. 03 .,,. - a a o::e. ry n �. .+ ., t. .... t: M.. .. i•., , t -:Y x. .... � .. s n .._v. t ..:r i � w Q O 0 I N I ro O 0 I O I Q 0 I I O Z m Q W \ W 0 2 d cn o Z 0 N_ H w Of N 0 U Y Y Y W W W 2 S = U U U 335 �, a < a ',� a '1� <���t H `r3 N cz CI, C'� Cp cp 04 �co co OJ�� U z rn o �iC� 000 a } NM a a C) to co cor- El- aza p6 t6 t0 Fod c� N z Z. mgom pU , m U W O O '0 O � U F Fa czz z a V. y S�1j ova C� Z Q J ^ ILco � W Z W cr LL LL W ca ,QN w ZaT_Q F-- � Z> Ld 5QCLJ co cJ++W 0wo W >Q�0 04 N ( SOWco �m ca Q = W ICO L _ o I�>> W I— 0 J cj �QJ z Ld 0 � Q o cv)m s DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED DRAWING No. S605 REV. 03 / n>' &r -N V u .� BUILDING 'E' PARTIAL ROOF FRAMING PLAN (PLAN 3 of 4) BUILDING 'E' PARTIAL ROOF FRAMING PLAN (PLAN 4 of 4) SCALE: 1/8" = 1' Wood �LO�U-) Q 0 N I 0 0 O I 0 C) I 0 Z m 3 w w = M M a- Ln U) z Z o 0 Ln F_ w Of N O U U U W W W = 2 = U U U Z Z Z ggg a a a w r> � co crz co wwo • m .I 'I F ' a � ,4 I H 00 00 -t O w jhcc$ C\Z c� C) C=) aza N [L� p6 p U E�41 UA _ m co 1n BOO % cc U W C oao 0 U3 aFs 22 a�q z5� cry z 41 CL 0 z Q� Q u— O W La co P � Q�z wLd c=n mLL_t� �WWQ �0w0 W >Q�0CD N 0��� N O:Dco W m CO 0 _ O I�U wOJco = F_ z� 0WW� a-20c�UOje DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S606 REV. 03 :. ' Q 0 I N I M C)O 0 I O I 0 O 0 I I 0 W W Q \ of O = Il z z O p rn � w rr Ir w CAI O U Y Y Y w w w U U U a a (L Ln LA zo x r��- CZaD O'�4 �¢m zo N O co coO a00r-r- z W GV -ix x E�� W vP ��a NWT ww OU CD , a o CO LO c�wa M=X O w � Ens ryaa ==Z zww o�o LL a� JV E- W LL O m w O CF ~ Z0F= �Zj w JQ�W c=n m tQ W i OC W u w ru cl >0 0 N ��� N 0 O W QD M C W LM 0 Q � C W =� _ o IW>> a w [ c J ZT wWW�Q 0 DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED DRAWING No. -S701- REV. 03 J BUILDING 'F' PARTIAL PARTITION PLAN (PLAN 1 of 2) SCALE: '/$" _ '' BUILDING' (PLAN 2 of 2) F PARTIAL PARTITION PLAN SCALE: 1/8" = JUL ju �+ '700.9 cl-r BOF UI�qG DIVISION LVIS OR1e c)�C. o o d W Q 0 N I O I I 0 0 0 z 3 m w w a (n z o V) z U rn P U W Of Of N U w w w U U U 3�g a a a w F rl • c\2 o r3rn m r- co m z` wwo a41OD -� I I M -� I z�m -O d7� � �� ocoocc o r � Wzwa V x Up u w o OU u,3 U O q O Ln 0 ti a q � �Fs A ozz z a. �y a o [�o �Sjl z w z Lu z0 F- w �Q V) m EL WW� � WrU rn ca O o CD N 0 0.04 04 (.0O 5 a L W =m 0 a Q rn = c m V+ W 0 o ��-01 W 6 F- Ld WW�Q o of � � c) STAMP QROFESS/ /20)0 qlF OF CAVE DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S7u2_ REV. 03 :t :. •5' . a +t: a5" sn. 'v: xr ..; _+ .i.,.,� Y ., �, BUILDING 'F' PARTIAL ROOF FRAMING PLAN (PLAN 1 of 2) SCALE: 1/8" = 1' NORTH � 0 8 7�nq SI T y Ofi SAW I V I SrnN Qj1 w Q O C,CDm N I MO O I O I o Q W rq \ w 0 2 IL Ul V7 Z Z O O V) W W K .- N O W W W _ _ _ U U Q g55 IZQ_a_ A •� coto a as n 00 �'t' ox� � �rD 07 d'd' NO2 Oc�O co } zo x� aor- N od' Foa W Up w U E CD U , to COLO O U O Fps E U PENN C w 5 Ca p Z Z U S o z Q J C� Z ELM w ('f a: u- '— Q LL W JO m� v o�Wwa WU >Qcop0 C',0��� N r O c v W � o d w0 JQJ� - � % N o WW�Q0 ce) STAMP T 0/* DATE 01-08-09 DRAWN PJHP ,CHECKED MRD JOB NO. 1059 SCALE 1/8" = 1' DRAWING No. S703 REV. 03 PANEL INTERSECTION AT POST VERTICAL GIRT INSTALLATION TYPICAL EAVE CHANNEL SPLICE PURLIN SPLICE DETAIL PURLIN/POST/PARTITION CONN 5 4 77 3 2 1 SCALE: 1 1/2" = 1'-O" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-O" - SCALE: 3" = V-O" SCALE: 1 1/2" = 1'-O" TYP CORNER PIER TYP METAL PIER TYPICAL DOOR JAMB BASE WALL INTERSECTION DETAIL PARTITION TO STEEL PIER 1 o 9 8 7 6 SCALE: 3/4"=1'-O" SCALE: 3/4"= V-0" SCALE: 3" = V-0" SCALE: 3" = V-0" SCALE: 1/2" = 1'-0" - ' END WALL AT DOORS SIDE WALL AT DOORS TYP METAL PIER AT STEP TYP METAL PIER AT ENDWALL PARTITION TO STEEL PIER 15 14 13 12 1 1 SCALE: 3/4"=1'-O" SCALE: 1 1/2" = 1'-O" SCALE: 1 1/2" = 1'-0" SCALE: 3/4"=1'-O" SCALE: 1/2" = 1'-0" - TYPICAL ENDWALL FULLY SHEETED HIGH SIDEWALL TYPICAL ENDWALL AT PIER ENDWALL BEAMS AT DOOR JAMBS TYPICAL PANEL LAP 20 19 18 1 16 SCALE: 3/4" = 1'-0" SCALE: 1" = 1'-0"� SCALE: 3/4' = V-0" SCALE: 3f4" = 1'-0" SCALE: 3/4" = 1'-0" - w Q m 000 I N I M O m I O I Lo O m I to I 0 O w IN a z n r o z 0 Fn F_ 21 U [if w Of N O U U U w w w U U U ggg d d Il w •� w 01o� m d..-Ir •--' z N � FQ4 � -y F-i coccDD ��� 0�2 w NCQ zw CD co CO coL_Z_ N � U 0pq x co U E oa a z aw ICJ zyyF� V u m W O Q�w 0in ;ate rn N Es 22 wo w A z�z y co o�Wwa Whir 0 0 >Q�0 N N Orr<� 0) 0 W rn m Tn 070 N 0 Ill F_ 0 U w W J H, (D H Z oWW�Q M co d STAMP OF DATE 01-08-09 DRAWN PJHP CHECKED MRD FOB NO. 1059 SCALE AS NOTED It7:7\Ti1/01morel S Dl r ... -: ', > d.. ,,,, , ..;r .^. ;.. .' ._ ... <; ..= i4 - B G..: !ii :r r qt: I, i 5 ch.E{i re n ;,. s r -. , .. ,: Na, f ,. :rt. I , ': � I PLATE 37 ROOF STEP 36 SCALE: 1 1/2" = 11-0" SCALE: 1 1/2" = 1'-0" Q 0 CN N 0 0 C O 0 0 ; 0 Z m w w o x d N Z 0 Z z 0 w x N 0 w w w 0 0 0 a a IL w • Get p .--r m �� Fa0. F/--ii p 2�d. co�d o}� •� v� omm a a a mr- r- azw 06 b W ,ME oa UA EWlEl E e v w pU I Ewa oar � O o = O czz a y z z co J r 0 Q w J U W w CA i o�Ww� W��U 0 0 >Q�p N VVJ N �jr<� C a) O 111 rn �m -a 0 =I (6 I W 0J U w � J � H H Z U o WW0Q d J STAMP OF DATE 01-08-09 DRAWN PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED �\TT 11,1 e7�1� REV. 03 ... ...... r. -_. .. -... _:.. '+. --+ nv "§, ^v , i "M14, ,_.. :.. .... ... .r.r,_ , w �.. ,., ,. , I 1"=1 ! SCALE: 1/2" = V-O" SCALE: 3/4" SCALE: 1/2 = 1'-0" - NOTE: -6w RSTRNG WALL AT FENCE POST 50 3 BREEZE WAY SLAB RECESS DETAIL 49 MASONRY EXPANSION JOINT 48 HEADER AT CMU WALL DETAIL 47 MASONRY WALL FOOLING 46 SCALE: 3/8" = 1'-O" ScALE: NTS SCALE: 1 1/2" = 1'-0" SCALE: 1"=1'-O" SCALE: 3/4" = 1'-0" - NOTES: � w o 0 0 Q N O o I I i 0 0 0 Z Ill 3 Mw w a z z O O V U w N O w w w U U U a a a .L0 Fm co to co co to co N ti c", z o a00M 00 O a warn �r-� zwo 7 E w cd Z I.= CD , pro m U W0. LO U t U O 5 �Es a IN zwa oho U U J ru 0 w J U w w CA �WWQ W��U 0 0 N >Qco0, N 0�<� O W rn M a 0_ m Q � a N 0 W - 0- OJ U >_ w '^ J V, 0 H ~ WW0Z WQ Y o V/ cu ce) VJ a STAMP ,,�0 QROFESS/ � m 11 A P. /2010 {, sT CI VIA 9TF OF CAVE 01-08-09 Wtfk*N PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED J� WING No. Ns D3 REV. 03 mC)� w o 0 0 Q N O o I I i 0 0 0 Z Ill 3 Mw w a z z O O V U w N O w w w U U U a a a .L0 Fm co to co co to co N ti c", z o a00M 00 O a warn �r-� zwo 7 E w cd Z I.= CD , pro m U W0. LO U t U O 5 �Es a IN zwa oho U U J ru 0 w J U w w CA �WWQ W��U 0 0 N >Qco0, N 0�<� O W rn M a 0_ m Q � a N 0 W - 0- OJ U >_ w '^ J V, 0 H ~ WW0Z WQ Y o V/ cu ce) VJ a STAMP ,,�0 QROFESS/ � m 11 A P. /2010 {, sT CI VIA 9TF OF CAVE 01-08-09 Wtfk*N PJHP CHECKED MRD JOB NO. 1059 SCALE AS NOTED J� WING No. Ns D3 REV. 03 F------------ I ----------, I b EROSION CONTROL NOTES 1. Genera/ Permit: a. This Storm Water Pollution Prevention Plan (SWPPP) is authorized under the Federal Clean Water Act (CWA), Genera/ Permit, NPDES CAS00002, and the State Water quality Control Board (SWRCB) Order No. 99 - 08 - DWQ. This Genera/ Permit prohibits the discharge of materials other than storm water and authorized nonstorm water discharges. b. The SWPPP shall remain on the construction site while the site is under construction during working hours, commencing with the initial construction activity and ending with termination of coverage under the General Permit. c. The SWPPP must be implemented at the oppropriote level to protect water quality at al/ times throughout the life of the project. Nonstorm water BMP's must be implemented year round. d. For the purposes of this Genera/ Permit, the SWPPP shall be considered to be this plan, all text included in this SWPPP documentation, and all references made by this SWPPP. e. Conformance to this SWPPP is the minimum requirement. Modifications must be made as necessary to conform with the intent of the SWRCB Order No. 99 - 08 - DWQ and the NPDES General Permit No. CAS000002. f. This document is not intended and cannot be relied upon to create rights, substantive or procedural, enforceable by any party in litigation with the United States. g. The Owner is ultimately responsible for the Storm Water Discharge from this site. The Owner shall inform al/ Contractors, Subcontractor, Future Owners or any other Authorized e Representatives of these SWPPP requirements. h. All requirements of the Improvement Plan shall be incorporated into this plan by reference. ): lanecific 2. General Erosion Control Measures (based on specific plan): Construction Phase Strategies, Activities, and Revegetation Plans to reduce short-term and long-term erosion and sedimentation, such as: by a. if excavation occurs during .the rainy season, storm runoff shall be regulated y temporary on -site detention basins with multiple discharge points to natural drainages and wetlands. Stockpiles of loose material shall be covered and runoff shall be diverted away from. exposed soil material. If work is stopped due to rains, a positive grading away here flow can from the slopes shall be provided to carry the surface runoff to areas to w be controlled, such as temporary detention basins. Sediment basin/traps shall be designed with efficiency to trap the modal size of soil particles on the site and shall be located and operated to prevent offsite sediment transport. Any trapped sediment shall be reused or removed to an approved disposal site. b. Temporary erosion control measures including the placement of properly trenched staked straw rolls and straw matting along the base of disturbed slopes and on drainage ways at the downstream site margins shall be provided until perennial revegetation or landscaping is established and can prevent discharge of sediment into drainages. c. After completion of grading, erosion protection shall be provided on all slopes including cut and rill slopes. To reduce erosion problems during the rainy season. Permanent or temporary revegetation shall be installed within two days of grading sloped areas between November 1 and April 1. Revegetation should be facilitated by mulching, hydroseeding or other methods suitable for landscaping. Temporary revegetation shall use an annual grass adopted to the naturally low rainfall amounts (e.g. Ponoche Red Brome), and shall be continued until permanent revegetation is successfully established. Permanent revegetation /landscoping of slopes shall emphasize perennial ground coverings, shrubs, and trees that are drought -tolerant, including native species, to improve the probability of slope and soil stabilization. J. Non Storm Discharges: This General Permit prohibits the discharge of materials other than storm water and authorized nonstorm water discharges. It is recognized that certain nonstorm water discharges may be necessary for the completion of construction projects. Such discharges include, but are not limited to irrigation of vegetative erosion control measures, pipe flushing and testing, street cleaning, and dewatering. Such discharges are allowed by this Genera/ Permit provided they are not relied upon to clean up failed or inadequate construction or post -construction BMP's designed to keep materials onsite. These authorized nonstorm water discharges shall (1) be infeasible to eliminate, (2) comply with BMP's as described in the SWPPP, and (3) not cause or contribute to a violation of water quality standards. Additionally, these discharges may be required to be permitted by the local RWQCB (e.g., some RWQCB's have adopted General Permits for dewatering discharges). This General Permit is performance -based to the extent that it prohibits the discharge of storm water that causes or threatens to cause pollution, contamination, or nuisance; but it also allows the owner/developer to determine the most economical, effective, and possibly innovative BMP's. 4. inspections: a. Weekly inspections shall be performed to verify the performance of BMP's. b. The construction site shall be inspected prior to anticipated storm events and after actual storm events. During extended storm events, inspections must be made during each 24-hour period. a The goals of these inspections are (1) to identify areas contributing to o storm water discharge; (2) to evaluate whether measures to reduce pollutant loadings identified in the SWPPP are adequate and properly installed and functioning in accordance with the terms of the General Permit; and (3) whether additional control practices or corrective maintenance activities are needed. /f additional control practices or corrective maintenance activities are determined to be required they shall be implemented immediately, and the SWPPP updated /f necessary. d. Equipment, materials, and workers must be available for rapid response to failures and emergencies. e. A/l corrective maintenance to BMP's shall be performed as soon as possible, depending upon worker safety. f. These Inspections along with corrective measures must be documented, and the documentation must be filed within this SWPPP. 5. Training. - Individuals responsible for installation, inspection, maintenance, and repair of BMP's must be appropriately trained. Documentation of this training shall be riled within this SWPPP. At a minimum: a. Employees and subcontractors, and those responsible for there installation, maintenance, and inspection shall read and hove copies available during use, the appropriate BMP or AC77WTY sheets from Appendix B of this SWPPP. b. Employees and subcontractors shall also be fully trained with this plan and all requirements of this plan and SWRCB Order No. 99 - 08 - DWQ and the NPDES General Permit No. CAS000002. c. Weekly training meetings shall be held. At these meetings BMP success and failures shall be discussed, as well as maintenance requirements. Responsible persons shall be assigned with appropriate tasks. 6. En try. The discharger shall allow the RWQCB, SWRCB, USEPA, and/or authorized representatives of the municipal operator of the separate storm sewer system receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to enter construction site, access records, inspect construction site, and sample or monitor at reasonable times. 7. Maintenance of BMPs: BMP's shall be maintained and operated such that they reduce or eliminate pollutants from exiting the site to the greatest extent possible. If selected BMPs are not working as required, the BMP installation must be improved, or new BMP's shall be selected if construction operations change, the schedule changes or unexpected site conditions ore encountered, the SWPPP must be reviewed to verify compliance with the Genera/ Permit requirements. if changes are needed, the SWPPP must be updated, amended, or revised to reflect those changes. 8. Compliance and Non -Compliance Reporting: Discharger must certify annually that construction activities are in compliance with the requirements of the General Permit and the SWPPP. This Certification shall be based on the site inspections, and must be completed by July 1 of each year. The discharger will give advance notice to the RWQCB and focal storm water management agency of any planned changes in the construction activity which may result in noncompliance with General Permit requirements. 9. Monitoring Program for Sedimentation / Siltation: This site is not located directly on a water body listed for turbidity, so it is not subject to sampling and analysis requirements for sedimentation or siltation based on RWQCB requirements. 10. Monitoring Program for Pollutants Not Visually Detectable in Storm Water The sampling and analysis program included in Appendix M may be required under certain conditions. Examples of construction sites that may require sampling and analysis include: sites that are known to have contaminants spilled or spread on the ground; sites where construction practices include the application of soil amendments, such as gypsum, or sites having uncovered stockpiles of material exposed to storm water. /f there is a site discharge that could contain a pollutant or if specifically requested by the RWQCB, then the sampling and ono/ysis program must be implemented. 11. Penalties for Violations of Permit Conditions a. Section 309 of the CWA provides significant penalties for any person who violates a permit condition implementing Sections 301, 302, 306, 307 308, 318, or 405 of the CWA or any permit condition or limitation implementing any such section in a permit issued under Section 402. Any person who violates any permit condition of this General Permit is subject to a civil penalty not to exceed $27500 per calendar day of such violation, as well as any other appropriate sanction provided by Section 309 of the CWA. b. The Porter -Cologne Water Quality Control Act also provides for civil and criminal penalties which in some cases are greater than those under the CWA. 12. Oil and Hazardous Substance Spill In the event of a Oil or Hazardous Substance Spill, An Oil Spill Report (included in Appendix F) shall be filled out and submitted as required. 13. Construction Scheduling (See SWPPP binder). General Interim Erosion Control Measures (Pre -Construction): (REFER TO APPENDIX B FOR COMPLETE DESCRIPTION OF BMP'S) 1. Employee / Subcontractor Training: Responsible Managers, Inspectors Contractors, Subcontractors and Employees must be trained appropriately for the Installation, Maintenance and Inspection of BMP's. Proof of training shall be Red in the SWPPP. 2. Preservation of Existing Vegetation (EC-2): Native vegetation shall be retained, protected, and supplemented wherever possible. Exposure of soil areas shall be limited to the immediate area required for construction operations. The native vegetative ground cover shall not be destroyed, removed or disturbed more than 15 days prior to grading. J. Grading areas shall be clearly marked and no equipment or vehicles shall disturb slopes or drainages outside of the grading area. 4. Limit excavation and grading activities to the dry season (May 1 to October 31). This reduces the chance of severe erosion from intense rainfall and surface runoff, as well as the potential for soil saturation in swa/e areas. Reduce the probability of significant wind erosion during the dry season, which would occur due to the wind regime an fine soils, by implementing a dust abatement program. General Interim Erosion Control Measures (during construction): (REFER TO APPENDIX B FOR COMPLETE DESCRIPTION OF BMP'S) 1. Employee / Subcontractor Training: Responsible Managers, Inspectors Contractors, Subcontractors and Employees must be trained appropriately for the Installation, Maintenance and Inspection of BMPs. Proof of training shall be filed in the SWPPP. 2. Efforts must be token to reduce the tracking of sediment onto public or private roods at all times. Stabilized Construction Entrances must be maintained to reduce potential for tracking. Trucks shall not leave site with large amounts of dirt on truck, trailer or tires. Public and private roads shall be inspected and cleaned as necessary. Road cleaning operations must be done in such a way as to avoid the washing of accumulated sediment or silt into the storm drain system. Road cleaning operations must also avoid creating dust. Preferable methods of road cleaning include use of road sweepers with water applied prior to sweeping operation and a vacuum system to pick up dirt. J. Preservation of Existing Vegetation (BMP EC-2): Native vegetation shall be retained, protected, and supplemented wherever possible. Exposure of soil areas shall be limited to the Immediate area required for construction operations. The native vegetative ground cover shall not be destroyed, removed or disturbed more than 15 days prior to grading. 4. Limit excavation and grading activities to the dry season (May 1 to October 31). This reduces the chance of severe erosion from intense rainfall and surface runoff, as well as the potential for soil saturation in swale areas. Reduce the probability of significant wind erosion during the dry season, which would occur due to the wind regime an fine soils, by implementing a dust abatement program. ___________________________________________________________________________________ ___________ CONTINUED -General Interim Erosion Control Measures (during construction): (REFER TO APPENDIX B FOR COMPLETE DESCRIPTION OF BMP'S) 5. Dewatering (BMP NS-2): if dewatering is required, the contractor shall use sediment controls and test the groundwater for pollution, to prevent or reduce the discharge of pollutants to storm water. 6. Paving Operations (BMP NS-3): Contractor shall prevent or reduce the discharge of pollutants for paving operations, using measures to prevent runon and runoff pollution, properly disposing of wastes and training employees and subcontractors. Drainage courses shall be protected. An on -site mixing plant is not allowed by this SWPPP. A separate industrial activities permit would be required to allow an on -site mixing plan t. 7. Vehicle and Equipment Cleaning (BMP NS-8): It is anticipated that offsite facilities shall be used for Equipment Cleaning. If vehicle and equipment cleaning operations are performed onsite, contractor shall conform to this BMP. 8. Vehicle and Equipment Fueling (BMP NS-9): It is anticipated that Vehicle and Equipment fueling will take place offsite. Contractor shall prevent fuel spills and leaks, and reduce their impacts to storm water by using off -site facilities, fueling /n designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors. /f vehicle and equipment fueling operations are performed onsite, contractor shall conform to this BMP. 9. Vehicle and Equipment Maintenance (BMP NS-10): Contractor shall prevent or reduce the discharge of pollutants to storm water from vehicle and equipment maintenance by running a "dry site" This involves using off -site facilities, performing work in designated areas only, providing cover for materials stored outside, checking for leaks and spills, containing and cleaning up spills immediately, and training employees and subcontractors. /f vehicle and equipment maintenancce operations are performed onsite, contractor shall conform to this BMP. 10. Dust Control (BMP WE-1): Dust control measures shall be used to stabilize soil from wind erosion, and reduce dust generated by construction activities. 11. Material Delivery and Storage (BMP WY-Ol): Hazardous Materials storage onsite shall be minimized. Specific areas shall be designated for material storage. Designated areas shall be near drainage paths or waterways. Materials (except soil, grovel and sand) shall not be stored on the ground (consider pallets). Stored materials shall be covered during rainy season, or when a storm is predicted within 24 hours. 12. Material Use (BMP WNbi 1-02): Use of hazardous materials; such as fertilizers, herbicides, and pesticides; shall be minimized. Alternate materials (non -hazardous) shall be used where possible and / or use of hazardous material shall be minimized. Employees and subcontractors shall be trained in the use of these materials. Do not over apply fertilizers, herbicides, and pesticides. 13. Spill Prevention and Control (BMP WY-04): Hazardous materials shall be protected from vandalism. Place stockpile of spill cleanup materials where it will be readily accessible. Employees shall be trained in spill prevention and cleanup. Designated responsible individual shall be available at all times Hazardous materials are stored onsite. 14. Solid Waste Management (BMP WY-05): Contractor shall prevent or reduce the discharge of pollutants to storm water from solid or construction waster by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. 15. Hazardous Waste Management (BMP WY-06): Hazardous waste materials shall be removed from the site at the earliest convenience. Prevent or reduce the discharge of pollutants to storm water from hazardous waste through proper material use, waste disposal, and training of employees and subcontractors. 16. Contaminated Soil Management (BMP WM-07): Contaminated soil is not anticipated. Should contaminated soil be encountered, notify the RWQCB and the engineer, and prevent or reduce the discharge of pollutants to storm water from contaminated soil and highly acidic or alkaline soils by conducting pre -construction surveys, inspections excavations regularly, and remediating contaminated soil promptly. 17. Concrete Waste Management (BMP WM-08): Whenever possible concrete washout shall occur offsite. When it must occur onsite, an area must be designated, and employees and subcontractors must be trained in its use. /f onsite a concrete washout must be at least 50 feet form storm drains, open ditches or water bodies. No runoff is allowed from this site. Washout must go into temporary pit where the concrete can set, be broken up and then disposed of properly. 18. Sanitary / Septic Waster Management (BMP WM-09): Sanitary / septic facilities shall be placed in convenient locations, at least 50 feet from any drainage path. They shall be inspected regularly. Contractor shall arrange for regular waste collection. Untreated raw wastewater shall never be discharged or buried. Portable sanitary facilities must be secured to prevent overturning. 19. Structure Construction and Painting: Contractor shall prevent or reduce the discharge of pollutants to storm water by enclosing or covering or berming building materials storage areas, using good housekeeping practices, using safer alternative products where possible, and training employees and subcontractors. CITY'S GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. 7his plan is Intended to be used for interim erosion and sediment control only and is not to be used for Fnal elevations or permanent improvements. 2. Owner/contractor shall be responsible for monitoring erosion and sediment control measures prior, during, and after storm events. Monitoring Includes maintaining a rile documenting on -site inspections, problems encountered, corrective actions, and notes and a red -line map of remedial Implementation measures. J. Reasonable care shall be taken when hauling any earth, sand, gravel, stone, debris or any hazardous substance over any public street, alley or other public place. Should any blow, spill, or track over and upon sold public or adjacent prlvate property, immediate clean-up shall occur. 4. Construction entrances shall be Installed prior to commencement of grading. All construction traffic entering onto the paved roads must cross the stablllzed construction entranceway. 5. Sanitary fac0les shall be maintained on -site. 6. During the rainy season, all paved areas shall be kept clear of earth material and debris. All earth stockpiles over 0.75 m3 (1.0 yd3) shall be covered by a tarp and ringed with straw bales or silt fencing, the site shall be maintalned so as to minimize sediment -laden runoff to any storm drainage system including existing drainage swales and watercourses. 7. Construction operations shall be carried out In such a manner that erosion and water pollution will be minimized. State and local laws concerning pollution abatement shall be complied with, Including dust control. 8. Contractor shall provide dust control as require by the City or County Standard Spech9catlons. SLO Creek Drainage Design Manual 119 February 2003 9. The faculties shown on this plan are designed to control erosion and sediment during the rainy season, October 15 to April 15, Facilities are to be operable prior to October 1 of any year. Grading operations during the rainy season, Which leave denuded slopes shall be protected with erosion control measures Immediately following grading on the slopes. This will include use of straw mulch and tockifier and erosion control blankets. is 7his plan covers only the first winter following grading with assumed site conditions as shown on the Detailed Erosion Control Plan. Prior to September 15, the completion of site improvement shall be evaluated and revisions made to this plan as necessary with the approval of the City Engineer or County Public Works Director. Plans are to be resubmitted for approval prior to September 1 of each subsequent year until the City or County accepts site improvements. LOCATION MAP NOT TO SCALE PROPERTY LOCATION 3600 SOUTH HIGUERA STREET SAN LUIS OBISPO, CA 93401 RECORD OWNER CENTRAL COAST MINI STORAGE, LLC STEVE SALDO 1042 PALM STREET, SECOND FLOOR SAN LUIS OBISPO, CA 93401 ENGINEER OF RECORD 7R/AD/HOLMES ASSOCIA TES 555 CHORRO STREET, SU17E A SAN LUIS OBISPO, CA 93405 (805) 544-8908 SURVEYOR TRIAD/HOLMES ASSOCIATES 555 CHORRO STREET SU17E A SAN LUIS OBISPO, CA 93405 (805) 544-8908 GEOTECHNICAL ENGINEER GEOSOLU7TONS, INC. 226 HIGH STREET SAN LUIS OBISPO, CA 93401 (805) 543-8539 0 'i+r k, M1 lr k JUL 0 8 2nnq 13UILDING DIVISION CITY OF SAN LUIS OBISPO W "044h Q triad/Wrm msoc civil engineering land surveying mt office box 1570 54B old mammoth rd., ate. 202 MAMMOTH LANES, cc 93546 phone (750) 934-7588 fax 780 834-5819 e-mall rlad®thaina.cam 873 north main street. suite 150 BISHOP, cc 93514 phone ((760 873-4273 fox (760 873-8024 e-mail bishopethainc.com 777 woodside rd. suite 20 CITY. REDWOOD CI, ca 94051 phone 65D 3866-02185 fax 850 366-0298 e-mall sf®thalnc.com 513 Iincoln avenue, suite a NAPA, cc 94558 phone ((707 251-9170 fox (707 251-9108 e-mail nopoethainc.com 555 chorro nt. suite a SAN LUIS OBISPO. ca 93405 phone 805 544-8908 fax 805 544-8932 e-mall sloetholnc.com 1061 serpentine lane, suite f PLEASANTON. co 94566 phone (925) 485-1080 fax 925 485-1083 e-mail pleasarltonmthalnc.com A# Rights Reserved fits Document is Intended Only for Use on the Probct Specified in the nne Bloak. Any Reproduction of this Document or Portions of this Document W/thout the I'%- sed Nhltten consent of Triod/Ho/mex is Prohibited. 4F REVISIONS 1 BY DATE ✓UNE 2009 SCALE AS SHOWN DRAVIN Rw JOB NO. 11.00514 DWG 514-1lEA7HEAD-514PPP SHEET EC- OF 2 SHEETS I I I I I I I I I I I I I I I I I ME O i l 2 / (P) BASIN ( I f 0a OUTLET I (TYP)2�_ `\ (TYP) 3 '7, \ 1 EN BUILDING 'A " (TYP)C (P) BUILDING 'B " DRAINL (TYP)—� (TYP)(--f \ ]II (P) BUILDING 'EV " 4 (E) BUILDING GRAF 25 50 100 ( IN FEET ) 1 inch = 50 ft. S Y M B O L L E G E N D SYMBOL I I I I I DESCRIPTION EXIS77NG CONTOUR PROPERTY LINE DRAINAGE DIRECTION OF FLOW FLOW LINE (P) BUILDING "C" (P) SLOTTED (P) BUILDING 'D " (P) SLOTTED 3 (TYP) DRAIN (TYP)—\ `� PERMANENT EROSION CONTROL MEASURES. PAVED AREAS — INCLUDES DRIVEWAYS AND PARKING LOTS. INLETS TO BE PLACED IN SWALES WITH PIPES CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. THESE FACILI7ES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GRADING PLAN (BMP NS—J). BUILDING AREA — AREA INCLUDES BUILDING FOOTPRINT AND ROOF AREA WHICH DRAINS TO PAVED AREAS OR THE SUBSURFACE DRAINAGE SYSTEM (BMP NS-12). LANDSCAPING AND SLOPE STABILIZA770N AREA — INCLUDES GRADED SLOPES AND LANDSCAPED AREAS PER 7HE GRADING PLAN AND LANDSCAPE PLAN (BMP EC—J 4, 7). THE CONTRACTOR MUST MONITOR THE SLOPE FOR STABILIZATION AND MODIFY SUPS OR ADD BMP'S AS NECESSARY TO REDUCE OR ELIMINATE P07ENTIAL FOR SEDIMENT RUNOFF. CONCRETE AREA — AREA INCLUDES CURBS, SIDEWALKS, SWALES (BMP WM-8, NS-12,IJ) DETEN77ON BASIN AREA — THIS FACILITY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GRADING PLAN TEMPRORARY PARKING AREA FOR PHASE 1 — THIS FACILITY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GRADING PLAN NOTES.- 1. ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VER77CAL (4: 1) AND GREATER USED TO CONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLE7ED NO LATER THAN JO DAYS PRIOR TO REQUEST FOR FINAL INSPECTION APPROVAL. 2. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, PLANTINGS AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION APPROVALS. 3. PROVIDE GRAVEL BAGS OR SILT FABRIC OR OTHER APPROVED METHOD AT OFF S17E CA TCH BASINS TO KEEP SIL T OUT OF THE STORM DRAIN SYSTEM AND ADJOINING CREEK. 4, SAW CUTTING —ANY CUT77NG SLURRY SHALL BE COLLECTED AND PROPERLY DISPOSED OF PER CITY'S INFORMATION 8ULLE77N. (E) BUILDING (REMODEL) N E 2 3 8 9 10 EA Temporary Erosion Control Measures OSTABILIZED CONSTRUCTION ENTRANCE AND ENTRANCE/OUTLET TIRE WASH (BMP TC-1 AND TC—J) OINSTALL FIBER ROLL OR POTENTIAL AL7FRNATIVE AT LIMIT OF CONSTRUCTION PRIOR TO EARTH DISTURBING OPERATIONS (BMP SE-5) OINSTALL STORM DRAIN INLET PROTEC77ON OR POTEN7AL AL7FRNA77VE FOR TEMPORARY EROSION CONTROL (BMP SE-10). REMOVE UPON COMPLETION OF SWALES AND PAVING O PROTECT EXISTING VECETA77ON (BMP EC-2) OPERFORM STREET SWEEPING AND VACUUMING (BMP SE-7) O6 PAVING OPERATIONS (BMP NS—J) O7 CONCRETE WASHOUT AREA (BMP WA4-8) OB VEHICLE STORAGE AREA (BMP NS-8,9,10) SHALL BE WITHIN CON7SRUC77ON FENCING. IVA7FRIALS LOADING AND STORAGE AREA (BMP WM-1) SHALL BE WITHIN CON TSRUCTION FENCING 10 SOLID WASTE MANAGEMENT (BMP MV-5). SHALL BE WITHIN CONTSRUCTION FENCING. JUL 0.8 29nq BUILDING DIVISION CITY OF SAN LUIS OBISPO '44kh Q W�k� i /�gun � OSSOC civil engineering land Surveying ppoosat office box 1570 549 om mammoth rd., ate. 202 MAMMOTH LAKES, co 93546 pphone 760 934-7588 faz 76a 934-5619 e—mail t7dOthainc.crom 873 north mdn strwL suite 150 BISHOP, ea 93514 phone 760 873-4273 faz 760 873-8024 e—mail blehop®thalnc.wm 777 Woodside rd. suite 20 REDWOOD CITY ca 94061 phone ((650 388-0218 faz (650 366-0298 e—mail st0thainc.com 513 lincoin avenue, suYe c NAPA. ca 94558 phone (707) 251-9170 fax 707 251-9108 e—mail mao6thainc.com 555 chorro at. suite a 5 SAN LUIS OBISPO, ca 9340 ptwne 605 s4a-asps fox 805 544-8932 e—mail ela®thalna.00m 1061 serp'rne lane, suite f PI.FASAMON. ca 94566 phone (925 485-1080 fax (925 485-1083 e—mail piaasmrton681ainc.com 01 Coppight C 200..9 by Tnad/Holmes Associates Ah Rights Reserved This Document is intended Only for Use on the Project Specified in the Tithe Block. Any Reproduction of this Document or Portions of this Document NSthout the Expressed Witten Consent of Trkldl1wMas is Prohasrred REVISIONS BY DATE JUNE 2009 SCALE AS SHOWN DRAN9l RW JOB NO. 11.00514 OW0 514—MEATHEAD—SIIPPP SHEET EC-2 OF 2 SHEETS 1 1 I 1 1 1 I I 1 I I 1 1 I I i