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837 Marsh Site Plan from 2014_Redacted
PROJECT DIRECTORY LANDLORD: COPELANDS' PROPERTIES P.O.BOX 12260, San Luis Obispo, CA 93406 SHOE PfiLLikCE Tel: 805.593.0200 Fax. 805.593.0109 E-Mail: mark@copelandproperties.com Contact: Mark Rawson, AIA TENANT: 837 imarmmft,h Str'eet SHOE PALACE 300 Enzo Drive, San Jose, CA 95138 Tel: 408.629.1000 x304 ® ® Fax: 408.629.1200 L o S n ul .,b p CA 93 01 E-Mail: georgem@shoepalace.com Contact: George Mersho ARCHITECT: BASK YOUNG AHN ARCHITECT (BYA ARCHITECT) APNm003=527=015 533 Airport Boulevard, Suite 388, Burlingame, CA 94010 ® Tel: 650.548.2610 Fax: 650.548.2611 E-Mail: baekahnaia@gmail.com Contact: Baek Young Ahn , , Al STRUCTURAL ENGINEER: Al GENERAL NOTES BUILDING CODE INFO CARUSO TURLEY SCOTT STRUCTURAL ENGINEERS 1. All construction work shall comply with all applicable federal, state, and local 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 codes, laws, and regulations. In case of conflicts the most restrictive shall apply. OCCUPANY GROUPS & GROSS FLOOR AREA Tel: 480.774.1702 The Contractor shall immediately notify the Architect of any conflicts in the drawings F 480 774 1701 or specifications with these regulations and ordinances. 2. Contractor shall verify existing conditions and dimensions at job site. ' Report all discrepancies to the Architect prior to proceeding with the work. 3. Verify locations of all utility lines, conduits, surface or subsurface structures, etc., of any nature that may be affected by the work before starting the work. 4. Should any of the above items be disturbed, disconnected, or damaged during the work, bear all expenses of whatever nature arising from such disturbance or the replacement or repair thereof, and replace or repair such items as required. 5. Contractor shall do all demolition work as required to prepare the space for new FLOOR OCCUPANCY GROUPS FLOOR AREA DESCRIPTION OF USE EXISTING PERMITTED PROPOSED FIRST FLOOR M/S-1 15,000 RETAIL RETAIL B 4,100 OFFICE OFFICE S-2 8,300 PARKING GARAGE PARKING GARAGE SECOND FLOOR S-2 27,800 - PARKING GARAGE PARKING GARAGE THIRD FLOOR S-2 27,800 PARKING GARAGE PARKING GARAGE TOTAL 83,000 ax. E-Mail: RTurley@ctsaz.com Contact: Richard Turley MECHANICAL & PLUMBING ENGINEER: R&S MECHANICAL CONSULTANT, LLC 1005 Oceanwood Avenue, North Las Vegas, NV 89086 Tel: 702.321.3953 Fax: 702.982.6280 E M '1' t construction. al. espmor@cox.ne 6. Demolition shall be done in a safe, orderly manner without damage to other parts Contact: Romy Espino, P.E. of the premises or adjacent properties. Any resulting damage or loss shall be NUMBER OF STORES® corrected or replaced by the Contractor at no cost to the Owner. ELECTRICAL ENGINEER: 7. All demolished/ removed items shall be disposed of by the Contractor unless otherwise ALLOWABLE FLOOR AREA PENSO ENGINEERING directed by the Owner. Verify with the Owner on items to be saved and stored. 1$21 J k R bb°t W L V NV 89128 All removed items to be saved for reuse shall be handled with care. 8. Cut all demolition to a straight neat line at remaining existing condition. Protruding objects on all surfaces shall be removed, and the area filled and repaired, 9. Floor and existing/ new walls to be ready for new finish installation and application. All surfaces shall be cleared and free of debris and adhesive. 10. Contractor shall protect new or existing work, equipment, materials, and finishes, t Damaged items shall be repaired or replaced at the expense of the Contractor. 11. Patch and repair any damage or disturbed areas to match adjacent construction, CODES AREA ALLOWABLE AREA PER STORY PER CBC TABLE 503 I-B / B UNLIMITED USE 48,000 SF FOR NONSEPARATED OCCUPANCIES PER CBC SECTION 508.3.2 I-B / M UNLIMITED I-B / S-1 48,000 SF I-B / S-2 79,000 SF AUTOMATIC FIRE SPRINKLER SYSTEM INCREASE 48,000 SF x 3 = 1.44,000 SF TOTAL FLOOR AREA - 83,000 SF < 144,000 SF OK CONTRACTORS AT TENANT CONTRACTOR'S EXPENSE. y SIGNAGE: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ' APPROVED/STAMPED BY �ANDLORD FOR SIGN PERMIT. 1 - _ SPECI _ L iNSP CIO i 19. NOT USED 20. Roof penetration (cutting, patch, repair and flashing of roof deck and roofing) shall be performed by Landlord's designated roofing contractor at tenant contractor's expense. ' RACK: PROJECT INFORMATION WIN INDEX ANCHORING SYTEM REQu1RS SPECIAL INSPECTION. RACK SHALL NOT BE INSTALLED PRIOR TO Al N THE SPECIAL INSPECTION. 1. PROJECT DATA: ARCHITECTURAL: STRUCTURAL: ELECTRICAL: CONTRACTOR SHALL PAY S ECIAL INSPECTION FEES. PROPOSED USE: RETAIL / STORAGE AO T T T 51.1 GENERAL STRUCTURAL NOTES AND DETAILS E1.0 ELECTRICAL GENERAL N TE P CLEAR SPACE SHALL BE 18 MIN BETWEEN TOP OF STORED ) �..a.�EE, ,` ��� O S, S ECIFICATIONS, zi�OCCUPACY GROUP: M / S-1 A0.1 RESPONSIBILITY TABLE S2.1 PARTITION PLAN LEGEND AND DRAWING INDEX MATERIAL AND SPRINKLERDEFLECTOR. AP 0 Vi :M� TYPE OF CONSTRUCTION. I-B PROJECT CLOSE OUT REQUIREMENT E2.0 ELECTRICAL DEMOLITION PLAN w_ .• ..` FLOOR AREA: 13,835 SF Al. 1 SITE PLAN RACK: E2.1 POWER & AUXILIARY PLAN OCCUPANT LOAD: 304 (SEE EXIT ANALYSIS ON DRAWING A2.1) A1.2 PUBLIC WORKS DEPARTMENT NOTES R1.1 GENERAL STRUCTURAL NOTES AND DETAILS E 2• ", II.GHTING FLAN „_,_•••., NUMBER OF EXITS: FLOODPROOFING NOTES S ( r f R2.1 =� STORAGE RACK PLAN � E2.4 SITE ELECTRICAL PLAN � �'� ,� � �0j4 r �,�,� .. _.., y REQUIRED: 2 A1.3 FIRST FLOOR PLAN �, _. r ,_ � .�a _ � a � a 3:0 SIN LE LINE OlA �RA 1 - PROVIDED: 2 A2:`t "I Ei�/IO� TrbN PLAN E3.1 TITLE 24 FORMS UILDIN ENVISi FIRE PROTECTION: MODIFY EXISTING AUTOMATIC FIRE SPRINKLER A2.1 FLOOR PLAN MECHANICAL/ PLUMBING: FLOODPROOFING NOTES CITY Op 8AN LUI m A2.2 REFLECTED CEILING PLAN MPO.O HVAC/PLUMBING LEGEND,ABBREV., - A2.3 FIXTURE PLAN � SPECIFICATIONS AND SHEET INDEX • THE STRUCTURAL DESIGN AND MATERIALS IN THESE PLANS ARE IN COMPLIANCE WITH THE . APPLICABLE CODES: $P\L&NA9\C0D S\CA\1316CODE5140129 2•. �� ' ALV ., _., •MPO.1 HVAC/PLUMBING SCHEDULES FLOODPLAIN MANAGEMENT REGULATIONS. 2013 CALIFORNIA BUILDING CODE Q A2.5 ENLARGED RESTROOM PLAN MP2.0 HVAC/PLUMBING DEMOLITION FLOOR PLAN �` 2013 CALIFORNIA MECHANICAL CODE A2.6 OFFICE AREA FLOOR PLAN MP2.1 HVAC FLOOR PLAN ``" _ •ANY DEVIATION OR CHANGE OF PLAN THAT MAY AFFECT THE FLOODPROOFING OR FLOOD- 2013 CALIFORNIA PLUMBING CODE 1 ��� QE'°"" �. w ,,, RESISTANT DESIGN SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER. ., MPLIA 2013 CALIFORNIA ELECTRICAL CODE A3.2 EXTERIOR PAINTING ELEVATIONS 1 rMP2.3 HVAC ROOF PLAN � BUiLDING DIVISION CITY Or SAN LUIS OBISPO s PRIOR TO OCCUPANCY OR FINAL INSPECTION APPROVAL, THE REGISTERED PROFESSIONAL 2013 CALIFORNIA FIRE CODE A3-_"�NTERIOI�LEVA IOi S P2 4 PLUMBING SITE PLAN r r �� � � . , ,. THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES ! ARCHITECT OR ENGINEER OF RECORD SHALL COMPLETE A F.E.M.A. FLOODPROOFING 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE A 1 SECTIC)f�L, MP3.0 HVAC/LC�IIE�°f�� �D�TAILS - �, p° q \' � � CALL FOR INSPECTIONS AT LEAST ONE CERTIFICATE AND RESUBMIT THE CERTIFICATE TO TH_ CITY ENGINEER. 2013 CALIFORNIA ENERGY CODE (TITLE 24) A4.2 WALL TYPE SCE EDULE " ` y WORKING DAY IN ADVANCE 781-7180 ADA A5.1 , DO0R,%Q �DULE / I�IN•1SH SCHEDULE / ~\e-,,, • PRIOR TO OCCUPANCY OR FINAL INSPECTION APPROVL A REGISTERED CIVIL ENGINEER OTHER APPLICABLE LOCAL CODES AND REGULATIONS Q A5.2 FLOOD GATES Plans shall not be changed or altered without authorization from the Building and Safety Division. Approval of plans shall not A6OR LAND SURVEYOR SHALL COMPLETE A F.E.M.A. ELEVATION CERTIFICATE AND RESUBMIT . ICE LS AI 1� ,�, " ` "'""N\ be construed to be a permit for, or an approval of, any r 'THE CERTIFICATE TO THE CITY ENGINEER, IN THE CASE: OF THE AO ZONE, THE ARCHITECT A6.2 DETAILS violation of any city ordinance or state law. OF RECORD MAY COMPLETE THE ELEVATION CERTIFICATE. A6.3 METAL BOX '^e.,�; ,6,.._. `..' `• , �^`°x',."..�"`"..,.�^ ... ,... ,.� , ,,.,,.,�.,. .....,:`• _ '' , e. � ,, gyp, 3 1 1 ij,I y I l I S ac a I ay, as egas, Tel: 702.860.7805 Fax: 702,998,4876 E-Mail: joshpenso@gmail.com Contact: Joshua Penso, PE, LEED AP, NCEES DEFERRED SU 1 TAL materials, and finishes. FIRE SPRINKLER & FIRE ALARM SYSTEMS: 12. If the Contractor encounters existing damage to the Base Building within the PLANS/CALCULATION SHALL BE SUBMITTED extent of Work in this contract, the Contractor must notify the Architect in writing NONSEPA TED MIXED OCCUPANCIES PER CBC 508�� � immediately. TO FIRE DEPARTMENT., ED BY LANDLORD'S 13. Contractor is responsible for maintaining integrity of fire rating for both existing FIRE -RESISTANCE RATING FOR TYPE IAPPROVED FIRE SPRINKLER WORKS TO BE PERFORMED / FIRE ALARM and new walls, and fireproofing- of existing structure. 14. Contractor is responsible for maintaining fire protections, alarm system, etc. 15. Contractor shall, at all times during the course of the work, keep the construction area, the Owner's premises, including streets and other areas used by the Contractor, clean and free from accumulation of waste materials and rubbish. Contractor shall provide dust control measures as required. 16. At completion of the work, remove from the building and the premises all surplus materials and debris, and clean up thoroughly to the Owner's satisfaction. 17. All dimensions shown on floor plan are to face of finish, unless otherwise noted. 18. All wood blocking used for this project shall be of fire retardant treated (F.T.) wood. BLDG ELEMENT REQUIREMENT TABLE 6011 ASSEMBLY RATING ROOF 1 HR 5" CONC. SLAB_ 2 HR PER CBC TBL 721.1(3) ITEM 1 FLOOR 2 HR 5" CONC. SLAB 2 HR PER CBC TBL 721.1(3) ITEM 1 BEARING WALL 2 HR 10" CONC. WALL 4 HR PER CBC TBL 721.1(2) ITEM 4 8" CMU 4 HR PER CBC TBL 721.1(2) ITEM 3 COLUMN 2 HR 16"x16" MIN. CONC. 4 HR PER CBC TBL 721.1(2) ITEM 4 BEAM 2 HR 12"x24" CONC. 2 HR PER CBC TBL 721.1(3) ITEM 1 13ek Young Ahn ArChit ". ARCHITECTURE e PLANNING • INTERIOR DESIGN 633 Airport Boulevard, Suite 388, Burlingame, California 94010 050.548.2610 Fax 650.548.2611 N11.C1049 tl> REN.9-30-15 tiCA g a. LIGHTING TESTING SHALL BE PERFORMED BY CERTIFIED LIGHTING ACCEPTANCE TESTING TECHNICIANS. PROVIDE COPY OF LIGHTING ACCEPTANCE TESTING TECHNICIANS CERTIFICATION AND APPROVED TESTING REPORT TO BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. 2013 BUILDING ENERGY EFFICIENCY STANDARDS, title24@energy.ca.gov .._....................................... ................ ............................................. FOR PLAN CHECK COMMENTS 09-12-14 FOR PLAN CHECK 06-24-14 DESCRIPTION DATE R • r A 1.. ' .i DWG. TITLE ............. .............................--....... ............. TITLE HEE7° NORTH: SCALE: PROJ. NO: 1309 PROJECT CLOSE OUT REQUIREMENT SP\DET\CL0SE0UT\1 404CL1 40825 ITEM COMPLETED CERTIFICATION OF PAYMENT FROM NCS NEGOTIATE AND FINALIZE CHANGE ORDERS RELEASE OF ALL CLAIMS/ LIENS FROM GENERAL CONTRACTOR RELEASE OF ALL CLAIMS/ LIENS FROM SUBCONTRACTORS, VENDORS & SUPPLIERS CERTIFICATE OF OCCUPANY ADA CERTIFICATION LETTER CERTIFICATE OF COMPLIANCE FROM ARCHITECT/ SHOE PALACE CERTIFICATE OF COMPLIANCE FROM MALL MANAGEMENT COMPLETE MALL MANAGEMENT CLOSE OUT PROCEDURE SIGN OFF FROM MALL MANAGEMENT COMPLETION OF PUNCH LIST ITEMS BY MALL MANAGEMENT COMPLETION OF PUNCH LIST ITEMS BY SHOE PALACE AS -BUILT RECORD DOCUMENTS OF AUTO CAD IN CD AS -BUILT RECORD DOCUMENTS ON FULL SIZE MYLAR LEAVE PERMIT SET IN THE STOCKROOM ATTACH PERMIT CARD ON THE WALL NEXT TO ELEC. PANELS CERTIFIED TEST AND BALANCE REPORT WARRANTIES OPERATIONS MANUAL AND INSTRUCTIONS TURN OVER KEYS z L1\ RESPONSIBILITY TABLE: OC%[ 0 1 Z014 SP\DET\RESP0NSIBILITY\1 309RESP140901 ITEM MATERIAL ASSEMBLY/INSTALLATION ALL WORKS NOT LISTED BELOW CONTRACTOR CONTRACTOR SIGNS & LOGOS SIGN COMPANY CONTRACTOR SIGNS PER SIGNAGE LEGEND ON A2.1 CONTRACTOR CONTRACTOR FLOOR DISPLAY FIXTURE SHOE PALACE CONTRACTOR SHOE WALLS MILLWORK CONTR. MILLWORK CONTRACTOR CA§:�)�NP 8& TOE KICK MILLWO���QPNTR. MILLWOR _T V�7 SUSPENDED LIGHT BOX MILLWORK CONTR, MILLWORK CONTRACTOR THREADED RODS, WIRES & UNISTRUTS FOR SUSPENDED LIGHT BOX, TRACK & LIGHTS _.*1 . CONTRACTOR CONTRACTOR ..... .... _STORAGE SHELVING & FUTURE SHELVING'7 . ..... SHOE PALACE CONTRACTOR ANCHOR BOLT/BLOCKING FOR STORAGE SHELVING CONTRACTOR CONTRACTOR SPECIAL INSPECTION FOR STORAGE SHELVING CONTRACTOR CONTRACTOR LUMN COVER I L ORK CONTR. OR (DROP BAR AT REAR DOOR SHOE PALACE CONTRACTOR M3 CORNER GdA'R6___" ��Wmfb�\' T CONTRACTOR 1RROR & TOILET ACCESSORIES CONTRACTOR �NTRACTOR TILE 'fi"&'T2 IN RESTROOMS CONTRACTOR CONTRACTOR MORTAR BED, THIN SET & GROUT CONTRACTOR CONTRACTOR CONTRACTOR LIGHT FIXTURE PACKAGE INCLUDING LED DRIVER SHOE PALACE LIGHT FIXTURE MOUNTING HARDWARE & CHAINS CONTRACTOR CONTRACTOR PULL BOX AND ACCESS PANEL FOR LED DRIVERS )CONTRACTOR CONTRACTOR STEREO SYSTEM & SPEAKERS i SHOE PALACE CONTRACTOR DVD PLAYER FOR MUSIC ,,SHOE PALACE CONTRACTOR TV 'SHOE PALACE CONTRACTOR CAMERA SYSTEM VIRTUAL SURVEILLANCE (Carlos): 22 Prestige Circle, Suite 100, Allen, TX 75002 866.424.9070, cell 512.762.1426 SHOE PALACE SHOE PALACE CONTRACTOR TO COORDINATE SECURITY ALARM SYSTEM VECTOR SECURITY (Dave): 5411 Valley Road, Los Angeles, CA 90032 800.521.1958, cell 213.305-3509 SHOE PALACE SHOE PALACE CONTRACTOR TO COORDINATE 44 SUILDING3 DIVISION' CITY OF SAN LUIS OBISPO PROJECT: DWG. TITLE NORTH: PROJ. NO: 1309 BaekYoung Ahn Architect .......... .... ........................................................................ ................... ....... ..... .................................................................. I .................. .................. ....................................... I .............................. - ................... ................ __ ........................................................... .......... .... ......................................... ...... ............ __ .. ........................... S.HOEP.A4AC.E ....... ................................................... RE.S.P.O.N.S.I.B.I.L.I.T.Y..TA.B.L.E ................................ ......................................................... ................................ ARCHITECTURE * PLANNING * INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 .... ................................. I ...................................... 837 Marsh Street PROJECT CLOSE OUT REQUIREMENT ',�CALE: DWG. NO: ........... ..................... I'll, . ....................................................................... 11 ...................................... .... ................. .................................. ....................................................................... ..................... .............. 650,548.2610 Fax 650.548.2611 FOR PLAN CHECK COMMENTS 09-12-14 San Luis Obispo. CA 93401 A.---Oml........... .... ........................................................................ ........................... ............................. .............. ........ ................................................... ................................... ........................................................................................ ------------ NO. DESCRIPTION DATE "01 1 J irk 1. REFER TO BUILDING PERMIT #15733 FOR FLOODPROOFING . 2. SEE A1.2 FOR PUBLIC WORKS DEPARTMENT NOTES AND FLOODPROOFING NOTES. 3. PROPOSED CONSTRUCTION, CONSTRUCTION STAGING, SCAFFOLDING, ETC. WILL NOT REQUIRE SAFETY PRUNING OF THE EXISTING TREE. CONTACT THE CITY ARBORIST AT 781-7023 TO REVIEW AND APPROVE ANY REQUIRED OR PROPOSED PRUNING OF DOWNTOWN STREET TREES. SAFETY PRUNING MAY BE COMPLETED BY THE CITY OR BY A CITY APPROVED ARBORIST. 4 S A A OR REPLACEMENT OF C ,CWQgILES. 5. ALL STREET TREES ARE EXISTING TO REMAIN. 6. THE SITE IS LOCATED IN FLOOD ZONE AO (2- DEPTH). BUILDING DIVISION CITY OF SAN LUIS OBISPO 3/32" = V-0" PROJECT: DWG. TITLE NORTH: PROJ. NO: 1309 n Ah n Architect ----------------------------------------------------------------.....................I.............-............................................................................--.................. . �ae�( Young SHt?E PALACE ----------------------------------- -SITE PLAN,....,..,...,.....................,...,...,..,.,.......,,, „ , , , , ,........................................................... ........... ... ................................... ... PLANNING INTERIOR DESIGN ------------------------------------------------------------_......_.....................---............. . - ARCHITECTURE Ph ............................ ......................._ 533 Airport Boulevard, Suite 388, Burlingame, California 94010 2a FOR 2ND PLAN CHECK COMMENTS 10-24-14 p837 Marsh Street SCALE: 3/32" = V-0" DWG. NO: 650.548.2610 Fax 650.548.2611 Q FOR PLAN CHECK COMMENTS 09-12-14 Sa................n Luis Obispo,....... CA 93401 I I I I I A� ........................................................ - - - - -- .............. ............................ . - NO. DESCRIPTION DATE i i 1 I f I a tip, Lr. I,,P1i tk ii � Il FLOODPROOFING NOTES: 1. ANY NEW EXTERIOR STRUCTURES OR EQUIPMENT SHALL BE RAISED TO 3' ABOVE GRADE OR SHALL BE FLOODPROOFED IF NOT OTHERWISE DESIGNED FOR INUNDATION BY FLOODWATER. ANY NEW PENETRATIONS IN THE BUILDING SHALL BE ADEQUATELY SEALED TO PROTECT AGAINST THE INFILTRATION OF FLOODWATER. 2. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO GAS, ELECTRICAL PANELS, TELEPHONE PANELS, SEWER LATERALS, WATER SERVICE, FIRE SERVICE, AND UTILITY CONDUITS ENTERING THE STRUCTURE MUST BE SEALED TO PRECLUDE INFILTRATION OF FLOODWATER. BUILDING SERVICE EQUIPMENT SUCH AS ELECTRICAL SERVICES, WATER HEATERS, FORCED AIR UNITS, HEAT PUMPS OR CONDENSING UNITS SHALL BE ELEVATED OR OTHERWISE PROTECTED BY FLOODGATES. 3. • THE STRUCTURAL DESIGN AND MATERIALS IN THESE PLANS ARE IN COMPLIANCE WITH THE FLOODPLAIN MANAGEMENT REGULATIONS. • ANY DEVIATION OR CHANGE OF PLAN THAT MAY AFFECT THE FLOODPROOFING OR FLOOD - RESISTANT DESIGN SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER. • PRIOR TO OCCUPANCY OR FINAL INSPECTION APPROVAL, THE REGISTERED PROFESSIONAL ARCHITECT OR ENGINEER OF RECORD SHALL COMPLETE A F.E.M,A. FLOODPROOFING CERTIFICATE AND RESUBMIT THE CERTIFICATE TO THE CITY ENGINEER. • PRIOR TO OCCUPANCY OR FINAL INSPECTION APPROVAL, A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR SHALL COMPLETE A F.E.M.A. ELEVATION CERTIFICATE AND RESUBMIT THE CERTIFICATE TO THE CITY ENGINEER. IN THE CASE OF THE AO ZONE, THE ARCHITECT OF RECORD MAY COMPLETE THE ELEVATION CERTIFICATE. 4. SEE A2.1, A3.1 & A5.2 FOR FLOOD GATES, 5. PRIOR TO FINAL INSPECTION THE GC SHALL INSTALL THE EXISTING GATES FOR REVIEW AND INSPECTION BY PUBLIC WORKS DEPT. ANY MISSING, DAMAGED, OR INADEQUATE GATES SHALL BE REPLACED PER DETAIL ON A5.2 AND IN COMPLIANCE WITH CITY FLOODPROOFING REGULATIONS. CONTACT LANDLORD'S REPRESENTATIVE TO COORDINATE THE GATE INSTALLATION. PUBLIC WORKS DEPARTMENT NOTES: 1. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY OR WITHIN CITY EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. 2. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARDS SPECIFICATIONS. THE CURRENT ADOPTED STANDARDS ARE DATED FEBRUARY 2014. 3, CURRENT CITY ENGINEERING STANDARDS AND SPECIFICATIONS DATED FEBRUARY 2014 ARE AVAILABLE ONLINE AT http://www.slocity.org/publicworks/slostandards.asp OR FOR SALE AT THE PUBLIC WORKS COUNTER LOCATED AT 919 PALM ST. 4. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION. 5. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR. 6. THIS PROJECT IS LOCATED WITHIN THE CITY'S MISSION STYLE SIDEWALK DISTRICT. ANY NEW OR REPLACEMENT DRIVEWAY APPROACH, CURB RAMP, CURB, GUTTER, AND/OR SIDEWALK SHALL BE INSTALLED IN THE MISSION STYLE PER CITY STANDARD #4220. 7. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE, 8. PEDESTRIAN PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE CBC. PROVIDE ALL REQUIREMENTS FOR FENCES, CANOPIES, SIDEWALK CLOSURES, AND /OR PEDESTRIAN TRAFFIC DIVERSION. 9. METERED PARKING SPACES DISPLACED DURING CONSTRUCTION ARE LIMITED TO TWO SPACES AND SHALL BE PAID FOR BY THE CONTRACTOR, OWNER, OR OPERATOR AT THE CURRENT RATE OF $20.00 PER METER PER DAY. PARKING BAGS ARE AVAILABLE FROM THE PARKING DIVISION LOCATED AT 1260 CHORRO OR THE ENGINEERING DIVISION LOCATED AT 919 PALM. 10. THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD, AND CONSTRUCTION DEBRIS AT THE END OF EACH WORKING DAY. 11. `ALL MITIGATION MEASURES, CONDITIONS, AND/OR CODE REQUIREMENTS THAT ARE PART OF THE PLANNING APPROVALS SHALL BE CONSIDERED PART OF THIS CORRECTION LIST WHETHER OR NOT REITERATED HEREIN. 12. ENCROACHMENT PERMITS AND PARKING METER BAGS WILL NOT BE ISSUED FOR NEW Q WORK IN THE PUBLIC RIGHT-OF-WAY IN THE DOWNTOWN AREA DURING THE HOLIDAY SEASON. THE HOLIDAY SEASON COMMENCES WITH THANKSGIVING AND ENDS AFTER NEW YEARS DAY. aek Young Ahn Architect ARCHITECTURE • PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax 650.548.2611 ..................................................................................•-•-•-- ........................... .................•.-••--•---------•--------............................................ ........................... A FOR 2ND PLAN CHECK COMMENTS - 10-24-14 ............................................................................... ......... I .... I ......... .,, A FOR PLAN CHECK COMMENTS 09-12-14 ......................................................................................... ........................... NO. DESCRIPTION DATE PROJECT: ...........................................................................................................•-----...-------- SMOE PALACE 37... arsh_ street an ... Luis ... bisp.q. ,CA..93401.... • , • DWG. TITLE ............................................................................................................................ PUBLIC WORKS DEPARTMENT .........................................•----.------------ NOTES LOODPROOFING NOTES NORTH: PROJ. NO: 1309 ........................................................ ..................,. ;SCALE: DWG. NO: .................... ...... Al 2 II I I I .......... .............................. t 1 i fG 1 I! I I I I l�ill7jr 1 qqyy Sx I >H I � � 14 4, [A K I i iv TV t` No 1�is 6 44 OCT 0 BUILDING DIVISION CITY OF SAN LUI S OBIBPO OCT 012014 b 21` V12 ... D P R 0 OCT 2 O 2014 BUILDING DIVISION 1 /8" = 1'-01, Back Youn Ahn Architect PROJECT: DWG. TITLE NORTH: PROJ. NO:..------...13.................... 1 FOR PLAN CHECK COMMENTS 0 09-26-14 SHOE PALACE DEMOLITION PLAN _ ARCHITECTURE • PLANNING * INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 FOR PLAN CHECK 06-24-14 =11'-0" Marsh Meet SCALE: 1%a"DWG. NO: 650.548.2610 Fax 650.548.2611 PRELIMINARY DESIGN 10-20-13 _ _ ............ . San Luis Obis - O CA 934.0 0 8 16 ....... ........... A2,01 NO. DESCRIPTION DATE .......... I�. e E a PLAN CHECK N TES: 1. PENETRATIONS OF FIRE -RESISTIVE ALLS, FLOOR-CEILIN S &ROOF-CEILIN S SHALL BE PROTECTED AS REQUIRED IN CBC SECTIONS 714.3 & 714.4. 2. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION. (SECTION 117CEnC) 3. CONTRACTOR TO SUBMIT "CONSTRUCTION & DEMOLITION RECYCLING PLAN AND DISPOSAL REPORT" FORM TO CITY OF SAN LUIS OBISPO TO COMPLY WITH MIN. 50% REDUCTION OF WASTE PER SECTION 5.408.1 CGBC. 4. COMPLY WITH MATERIAL POLLUTION PER SECTION 5.504.4 CGBC. 9 � FLOOR PLAN NOTES: 1. VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD. 2. ALL DIMENSIONS ARE TO FACE OF FINISH. 3. ALL FLOOR FINISH MATERIAL TRANSITION SHALL BE SMOOTH & LEVEL BY BUTT JOINT. 4. ALL CHANGES IN FLOOR MATERIAL SHALL OCCUR AT THE MIDDLE OF DOOR. 5. GYP. BD. FINISH LEVEL: SEE A5. 0 I 6. PROVIDE TRENCH R L IP PES & CONDUITS UNDER SLAB. 6 SEE DETAIL A6.1 Al WALL TYPES: ilI SEE A4.2 WALL TYPE SCHEDULE ABBREVIATIONS: (E) EXISTING TO REMAIN (R) REMOVE EXISTING (N) NEW A.F.F. ABOVE FINISH FLOOR CLR CLEAR F.T. FIRE RETARDANT TREATED N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE U.O.N. UNLESS OTHERWISE NOTE V.I.F. VERIFY IN FIELD KEY NOTES: ❑1 LEVEL AND CLEAR FLOOR SPACE / LANDING �2 FIRE EXTINGUISHER, 2A:10B:C +48"" A.F.F. AT TOP OF FIRE EXTINGUISHER �3 D SHELF ABOVE OPENING �4 INSTALL M3 SEE FINISH SPECIFICATIONS ON A5.1. 5 MIRROR, SEE 2/A3.3 1 . FILL IN EXISTING OPENING WITH 5/8" TYPE "X" GYP. BD. ON BOTH SIDES OF 3 5/8" MET. STUDS @ 16"" O.C, , CBC TABLE 721.1 (2) ITEM 13-1.1: 1 HR FINISH & PAINT BOTH SIDES TO MATCH ADJACENT SURFACE. 10'-0" HIGH 5/8" GYP, BD. ON FURRING CHANNEL ® INSTALL 5/8"" GYP. BD. ABOVE WINDOW HEAD rO UNDERSIDE OF CONC. DECK, SEE DETAIL 5/A6,2 SIGNAGE LEGEND: 13 S1 DOOR MOUNTED RESTROOM ACCESSIBILITY SIGN; SEE o A6.1 13 S2 WALL MOUNTED RESTROOM ACCESSIBILITY SIGN, SEE o A6.1 7 S3 TACTILE EXIT SIGN, SEE o A6.1 8 S4 TACTILE EXIT ROUTE SIGN, SEE o A6.1 11 S5 ENTRANCE ACCESSIBILITY SIGN, SEE o AB.1 S6 READILY VISIBLE DURABLE SIGN ABOVE DOOR IN 1" HIGH LETTERS ON CONTRASTING BACKGROUND STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". EXIT ANALYSIS NO. ROOM NAME FLOOR ARELOAD OCC. LOAD FACTOR 101 SALES 8,624 30 288 102 STOCKROOM 2,358 300 $ 102A STOCKROOM 1,262 300 5 102B STOCKROOM 395 300 2 103 MEN 130 103A WOMEN 127 104 HALLWAY 475 - E 105 CORRIDOR 2954 106 ELEC 169 300 1 ! TOTAL 13,835 30j REQUIRED EXIT: REQUIRED EXIT WIDTH: PROVIDED EXIT: TWO (2) 304x0.2=60.8" TWO (2) OCT 2 9 201 BUILDING DMSIO Y OF SAN LUIS OBI SPO 1/8" = 1'-0'" Baek Young Ahn Architect 0 -.................................... FOR 2ND PLAN CHECK COMMENTS ...................... 10-24-14 _.................- - PROJECT: DWG. TITLE -..-------- -----------...--..-.-...-...--.--...--------------------------..------------ NORTH: PROJ. NO: 1309 A FOR PLAN CHECK COMMENTS 09-29-14 SHOE PALAC E FLOOR P LAN ARCHITECTURE•PLANNING +INTERIOR DESIGN ............. .................•..--.-..............,..,............ FOR PLAN CHECK _,....,.,,,,.------- 06-24-14 --�---------------------.....,.......-...--------------------------------------...-----------------•--------------------------------------------.-....-...-------------------.-.-.-.....-- 837 Marsh Strut ---------------------------�----7-----------...................................... SCALE: 1/8" = V-0" DWG. NO: 533 Airport Boulevard, Suite 388, Burlingame, California 94010 _------------------------------------------------.... ----.................................... ............................................. •........ .,..................................... .-......,. ..... 650.54$.2610 Fax650.54$.2611 ------------- PRELIMINARY DESIGN ------------------------------------------------- 04-28-14 ................._ � � �a w San Luis Obis O cA 93401 _ _.........,.,.....,,...,.•,.,-„-......P,.,J,,,,,.,,.,,........................--------.......------------------------------------------------------- 0 8 16 A2 l ....................---------�-------------- NO. DESCRIPTION DATE W_ r F.�. g 'uNG�l?� TN zo 4-30-15 Of NOTES: L&NW2212NOTES\1306RCPNOTE131102 LEGEND: Al `'`-`"'` KEY NOTES: 1. PROVIDE EXIT SIGN & EMERGENCY LIGHT AS REQUIRED BY THE CODE. HIGH BAY PENDANT;,SEE 1/A4.1 FOR MOUNTING HEIGHT. EMERGENCY LIGHT, SLIMLINE OVERHEAD LIGHT BOX 2. PROVIDE LIGHT SWITCHES TO COMPLY W/ BI-LEVEL SWITCHING. LAMP: 15OW FLUORES N �-,', ` @ 6" RECWED LIGHT ® EMERGENCY LIGHT, SLIMLINE MOUNTED ON CEILING/ SOFFIT � STANDING LIGHT BOX 3. INSTALL 24"x24" FLUSH MOUNT ACCESS DOOR AS REQUIRED AT GYP. BD. CEILING FOR ACCESS TO LANDLORD'S AND TENANT'S MECHANICAL AND OTHER DOWN LAMP: 1-23LE v v v v EXISTING AWNING FRAME AND PERMITTED IN THE STOREFRONT a (n EXIT SIGN W/ EMERGENCY LIGHT �3 CLEAN EQUIPMENT. NO ACCESS DOORS O 4 FT FLUORESCENT INDUSTRIAL LIGHT W/ REFLECTORS -- REPLACE EXISTING AWNING FABRIC CEILINGS / SOFFITS. COORDINATE WITH LL'S ON -SITE REPRESENTATIVE. MOUNTING HEIGHT: +12'-0" AT BOTTOM i� �` RED LED EXIT SIGN ON CLEAR ACRYLIC 6 B LLA "JOCKEY RED" SEE DETAIL 16 A6.1 LAMP: 2-F32T8 $ LIGHT SWITCH, +48" AT TOP OF SWITCH PLATE �4 �� 30 DEEP METAL BOX, SEE A6.3. 1 ROVIDE ACCESS DOOR. 4. USE COLOR CORRECTED FLUORESCENT LAMPS. O EXISTING EXTERIOR LIGHT FIXTURE $OS OCCUPANT SENSOR, +48" AT TOP OF SWITCH PLATE 1 LAMP COLOR TEMPERATURE SHALL BE BETWEEN 3000-3500 KELVINS. UNDER AWNING. SERVICE & REPLACE LAMPS SWITCH BANK, +48" AT TOP OF SWITCH PLATE 5. LIGHT FIXTURE, LAMPS, LED DRIVERS ARE SUPPLIED BY SHOE PALACE. � THERMOSTAT, +48" AT TOP CONTRACTOR TO PROVIDE & INSTALL MOUNTING HARDWARE, CHAINS, �'1 PULL BOX, J-BOX & ACCESS PANEL. J JUNCTION BOX 6. VERIFY MOUNTING HEIGHT OF LIGHT FIXTURES WITH THE ARCHITECT. IF LOCATION OF LIGHT BOX/LIGHT FIXTURE IS IN CONFLICT NL NIGHT LIGHT 7. SPRINKLER HEADS AT GYP. BD. CEILING SHALL BE FULLY RECESSED. OF CONTIGUOUS FINISHES. WITH MECH DUCT NOTIFY ARCHITECT FOR INSTRUCTION SPDUCT/LIGHT SPEAKER: SONY SS-63000, 9 7/16"x20 7/8"x10 3/8", 14 Ib 5 oz. COVER PLATES SHALL MATCH COLOR BOX/L.IGHT FIXTURE LOCATIONS SHALL OWNER WILL PROVIDE SPEAKERS AND 12 GA WIRES. 4,�P, P R 0, V ED 8. PROVIDE PULL BOX &ACCESS PANEL AT LED. BE MODIFIED AT NO EXTRA COST. ATTACH SPOAKERS TO CONCRETE BEAM. R TO INSTALL SPEAKERS & WIRES TO AUDIO SYSTEM. E EXISTI1/I BUILDING DIVISION CITY OF SAN LUIS OBISIP81--o," Baek Young Ahn Architect a FOR 2ND PLAN CHECK COMMENTS 10-24-14 .................. PROJECT: DWG, TITLE NORTH: PROJ. NO: 1309 ._ _............................................................................... Al FOR PLAN CHECK COMMENTS 09-12-14 SHOE PALACE REFLECTED CEILING PLAN ARCHITECTURE • PLANNING • INTERIOR DESIGN _ 533 Airport game" Boulevard Suite 388 Burlin California 94010 ............. ------------- ...................................................... .................... FOR PLAN CHECK 06-24-14 ...................... . ............ •--................ _.......... __ __ __ _________ __ ....,..,,,................................. 87 Marshy Street SCALE: 1/8"" _ 11,0." DWG. NO: . _..................................................................................... 650.548.2610 Fax 650.548.2611 ........... PRELIMINARY DESIGN 05-05-14 ...................................................... _.................._ 0 8 16 _ San.. Luis 9.3401---.......---........................................................----............................._ � --- . - .- NO. DESCRIPTION DATE U 1 i" �1 ITT i s ;..a P nov FITTING ROOM PLAN, c;�N LUIS BISPO 1/2" = 1'-0" ® FOR 2ND PLAN CHECK COMMENTS 10-24-14 PROJECT: DWG. TITLE NORTH: PROD. NO: 1309 ........................................................................ -,,,,,,,.... ,....... I .......... ,............ ,,,.......................................... -............----........................-----...---.------..--.--. ............. ,,............. ...,.......,,,,- 0 FOR PLAN CHECK COMMENTS 09-12-14 SHOE PALACE FIXTURE PLAN .............................,...,•••••......---.----------........................... -.......................................................:..----------------.--.------..------------..-----.--.•---•-•.------..--.--.--.--...--------.--.--..--....---.-----.------........... -......... .-...................... ............................................. FOR PLAN CHECK 06-24-14 837 Marsh Street SCALE, 1/8" = 1'-0" DWG, NO: ...........I....................................................... --------_.....................................,..........,.......................................... .---.--.--.-- ..-- .----.---. PRELIMINARY DESIGN 05-05-14 San Luis Obispo. C0 8 16 AZ 3 ...................................................................-,,..,....... •-•.... ...................................... �-.-9-.--. � 934�..-----.--.----•-•--..................... I I I I I ............... ---.--.--.--.. .--.--.--..... NO. DESCRIPTION DATE I ` µ� yy : 1 i' ,il'.Y j 'I ,8 '1� •7S y, I�� ';���" �I f� tlh; I ARQ r� �, � 1Ar N . J9�-30-1"� REN. ®F C ��(ACT 0 Z014 ,ID r1 s I tt'V 00 9 j3U11".1D1N DNISJ � p Til 1 k j i 1/8" = 1'-0" I PROJECT: DWG. TITLE NORTH: PROJ. NO: 1309 ----------------_.--........................................................................................_ _............- SHOE PALACE FINISH PLAN FOR PLAN CHECK COMMENTS 09-12-14 837 Marsh Street SCALE: 1/8" = 1'-0" DWG. NO: ........................------------------...-....................------------------. . .. ......... FOR PLAN CHECK 06-24-14'�'`� L41iS Oh�S O6 •••-------------------------------------•--- --•••••••••••••••-•••--•-••••-----•--•--P•••,--�". P.A.A3401.....------------. � I I I I I .......... ........ DESCRIPTION DATE 1 l . rrutrt, I '� ENLARGED RESTROOM PLAN aek 'Young Ahn Architect ARCHITECTURE • PLANNING * INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax 650.548.2611 2 -CLOSING COMPARTMENT DOOR NOTE: SEE 4/A3.3 FOR ELEVATIONS AND MOUNTING HEIGHTS. I& FOR PLAN CHECK COMMENTS 09-12-14 NO. DESCRIPTION DATE TOILET COMPARTMENT SPECIFICATIONS: MANUFACTURER: GLOBAL PARTITIONS globaIpartitions. corn MATERIAL: POWER COATED STEEL STYLE: FLOOR ANCHORED OR FLOOR ANCHORED/ OVERHEAD BRACED COLOR: TO BE SELECTED AT NO EXTRA COST. SUBMIT SAMPLES OF ALL COLORS PRIOR TO ORDERING. TOILETACCESSOR ■ SCHEDULE: SP\1_8N\A33\RESTROOM\TOI1_ACC SCH\1309 TOIL ACC SCH 140625 TOILET TISSUE DISPENSER B-2888 SURFACE MOUNTED TOILET SEAT COVER DISPENSER B-221 SURFACE MOUNTED PAPER TOWEL DISPENSER/ B-3944 RECESSED CHASTE RECEPTACLE �4 COUNTER MOUNTED SOAP DISPENSER B-822 48" LONG GRAB BAR B-5806 x 48 �6 36" LONG GRAB BAR B-5806 x 36 NOTES: 1. TOILET ACCESSORIES BY "BOBRICK". PROVIDED & INSTALLED BY CONTRACTOR. 2, FAUCET & FLUSH CONTROL: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF (22.2 N). LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. 3. CONTROLS AND OPERATING MECHANISMS SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FINISH FLOOR. PROJECT: SHOE PALACE 837 Marsh Street 4an.•LWs_.001spo.-.CA_93401 1302 RESTROOM NOTES 130607 DWG. TITLE NORTH: _............................................................................ ENLARGED RESTROOM PLAN SCALE: 1/2" = 1'-0" G NO. C 19749 1 tllc REN. 9-30-1 S tCT1)12014 n' P R 0 Vr,: OCT 29214 BUILDING DIVI�310 ,' vLF A I LIJI ; i�I jpo 0 I 2 4 PROJ. NO: 1309 DWG. NO: ---- ........L.............. .... A2,5........ 11 Baek Young Ahn Architect ARCHITECTURE e PLANNING 9 INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650,548.2610 Fax650.548.2611 OCT 0 12014 .. ..................................................... - ...... .......... ........................... .......................................................... ........................... .. .................................. ........................ ................. ....... - ............... ........................................................................ ........................... ..' .... I ....... I .. ......................... I ... ......................................... ............... .. ........................................................................ ........................... ............ — .. ........................................ -.11. ... 11-11 ................. ........................... ....... .......................................................... I-- ........ — .... I ................... Z& I FOR PLAN CHECK COMMENTS 09-12-14 ... ........................................................................ ........................... NO. DESCRIPTION DATE PROJECT: .............. lf--- ... - ... I .......................................... ............ ................................... .S.HQ1E .... PALACE ................. --- ....... ... -.1 ... - ......................... -83.710'afsb ...Strut .......................................... ................. ...... an L ' u ' is ... 0 ' b ' ispq,...!qA - 93 ' 4 ' 0 * I DWG, TITLE .............. I ............................................................................................................. OFFiICE AREA FLOOR PLAN ............................................ 1-1.11 ...... 1--.1 ......... ......... ................................ ---------------------------------------------------------------------------- t................................................................... * .......... * ......... NORTH: PROJ. NO: 1309 1 ........................................................... ..... ............................................ ........................................................... SCALE: 1/4" = 1 i-0'1 DWG. NO: 0 L I I .... A2 .............. 4 8 .................. ................... f L r Baek dung nArchitect ARCHITECTURE i PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax 650,548.2611 1 SOUTH ELEVATION - CHORRO STREET 1 /8" = V-0" SP\ELEV\BLADE SIGN 24X36 140307 1 1 /2" = V-0" 0 CT 012014 FOR PLAN CHECK 06-24 14 ............ I... ...................................................................... ........................... PRELIMINARY DESIGN 05-05-14 .............. .............. I ...................................... .......................... NO. DESCRIP-LION DATE PROJECT: I „ --------------------------------- ....................... SHOE PALACE .. .1 .. .. ......................................................................... 837 Marsh Street ..................................... ........................................................................... San Luis Obisp©a,,,CA.9340I................... • "� r�j\ c�.............................. I...... CORNER SIGN ELEVATION } 'P .... ------------------------------------------------------------------------------------- NORTH: rF PROD. NO: 1309 01 -1' �jj— ........................................................... ................................ ................... ................................................... SCALE: 1/8" 1' 0" bWG. NO: 0j I $ I 16 ........ ........... •..... _4...----------- ,I YI �,`j � 1' � 0 VF I I 1 � � 1 I d ' i DO NOT PAINT, TYP. SOUTH ELEVATION - CHORRO STREET WEST ELEVATION - MARSH STREET DO NOT PAINT, TYP. 1 /8" = V-0" LEGEND: P1: SHERWIN WILLIAMS SW7004 "SNOWBOUND" P2: SHERWIN WILLIAMS SW7022 "ALPACA" P3: SHERWIN WILLIAMS SW7032 "WARM STONE" NOTES: 1. AREAS & WALLS NOT SHOWN ON THESE ELEVATIONS SHALL ALSO BE PAINTED CONSISTENT WITH THE PAINTING SCHEUDLE. CONTRACTOR SHALL FULLY VERIFY FULL EXTENT OF PAINTING SCOPE. 2. PAINT WALLS BEHIND AWNING WITH P2. 3. CONTRACTOR SHALL PROVIDE FINAL BRUSH OUT SAMPLES OF ALL COLORS TO LANDLORD FOR REVIEW AND APPROVAL PRIOR TO ANY PAINTING ON BUIDLING. SAMPLE SIZE: 8 1/2" x 11" QUANTITY: 3 FOR EACH COLOR, LABELED 1/8" = 1'-0" Balk Young Ahn Architect ARCHITECTURE • PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650,548.2610 Fax 650.548.2611 T 01 Z014 ....................................---------------------------------- ----------------- FOR PLAN CHECK COMMENTS 09-12-14 ................ ............... --........ NO. DESCRIPTION DATE PROJECT: ..... ........ I..................••--------------------------...............................----------------............... SHOE PALACE 83T Marsh Street ........................................................................................... San. Luis bisp0,...CA-9 401......................... 1 DWG, TITLE �T- - ------ ----------------------- ,,-•--•-•--•--------------- ,EERIOR PAINTING ELEVATIONS .1.....:............:::.::....::.::...::::........................::................1..................... 10 I"FI: PROJ. NO: 1309 ..... ......... .................... -.;; ...................... ......... ,,............................................ SCALE: 1/8 - 1 -0 DWG. NO: (A L I 8 I 16--------------•-•-- �Il ...... - ----- 1 t i L n I L; wI 1 I t , I I I I i 102 STOCKROOM Baek Young Ahn Architect - ARCHITECTURE * PLANNING * INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax 650.548.2611 ( PLAS. LAM. FINISH, TYP. 1309VEST140525 1 /2" = 1'-0" 1 LVVI 1 vv WIDE SIDE FAN INSTALL MIRROR W/ 1/2" CHANNEL FRAME ALL AROUND .TYPE :T CONTROL INSULATE WATER PIPES & DRAIN PIPES SP\ELEV\COL\WOOD\1309COL140525 -1 /2" = V-011 0 ARC M �j0U1VG 7� NO. 19749 REN.9-30-15 _OF r.a�,�-0 OCT 012014 TOILETACCESSORY SCHEDULE: SP\L�iNAMRESTROOWTOILACC SCHM08 TOILACC SCH 140625 TOILET TISSUE DISPENSER B-2888 SURFACE MOUNTED TOILET SEAT COVER DISPENSER B-221 SURFACE MOUNTED PAPER TOWEL DISPENSER/ B-3944 RECESSED WASTE RECEPTACLE COUNTER MOUNTED SOAP DISPENSER B-822 48" LONG GRAB BAR B-5806 x 48 Q 36" LONG GRAB BAR B-5806 x 36 NOTES: 1. TOILET ACCESSORIES BY "BOBRICK". PROVIDED & INSTALLED BY CONTRACTOR. 2. FAUCET & FLUSH CONTROL: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PrNCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF (22.2 N). LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. 3. CONTROLS AND OPERATING MECHANISMS SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FINISH FLOOR. I PROJECT: DWG. TITLE ---------------------------..------.--------------..............---..........................------.....-----......................................................................................... ....... ..................................... .,............ SHOE PALACE INTERIOR ELEVATIONS 09-12-14 837 Marsh Street ..............................--.----.-----.----------.------------.------.---.....----........---.....---........----................. 06-24-14 San Luis Ob spo,___CA 934 1 DATE r�' , no� ran• ti si i NORTH: ........................ ::..... ........ . SCALE: •1/2" = 1'-0" 0 2 1302 RESTROOM NOTES 130607 1/2" = 1'-01. PROJ. NO: 1309 ........................................................... DWG. NO: ............ ............................... A........................................................... 1 .x . l Y 1 I I I Beek Young Ahn Architect ARCHITECTURE 9 PLANNING a INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax650.548.2611 OCT 012014 ............. ............................................ I ........ .................. ..... ...... 11 ............. - ...... 1-1 ... ................... I ........ ...................... -- ................. .................... ............... .... ................................................................... ........................... ............... ............ I ........................... I ............................... ........................... .......... ............. ........................................... ......... ............ I .............. ..........I ................. ........ I ......................................... . .... ....... .. .. . .. .. ..... Al FOR PLAN CHECK COMMENTS 09-12-14 ............ .11 .................................... I ........................ ...... ......................... FOR PLAN CHECK 06-:24-14 ................ ....... .1, ......... I ... - .................... I ........... I .............. ....... ................... PRELIMINARY DESIGN 05-05-14 .............................................. I ....... 1— ...................... ....... ........................... qO. DESCRIPTION DATE :1ROJECT: ........................ .......................................... ...' ........................... ........................ SHOE.... PALACE ............... - ..................................................... 837 Marsh Street ......... I ..... ......................................................................................................... San Luis..O.bJsPq,...CA ... 93-4-0-1.1, --------------------- ................... .. ..... ... ...... ... .......... ........ .... ... ... DWG. TITLE ....................................... " .................................................................................. SECTION ............................................................................... ........................... 0"*'*"* .............. *'*** .............. ***'* ......... * .... ** ........... *"** ........... * ..... *- ............. ................................. I ........................................... ............................ : ........ - NORTH: PROJ. NO: 1309 .... — ................................... — ........ ................................................. .............. ............................ ............... SCALE: 1/4" = 11-011 DWG. NO: ........................................................... 0 4 8 ............. I ........... A4.0.1 ... .......... .................. T 29 2014 GUILDIN/C DIVISION CITY OF SAN LUIS OBIPPO NORTH: SCALE: 1/2" 1'-0' 0 . 1 014 PROJ. NO: 1309 DWG. NO: A.4. ■ 4 1 .................. ........ t. } -, .- ;,,. .... :, ,. .. - -..✓ .::., is ... , _.: .. -. ., ... _;.,,' n;.,. i � is :. .. ,'. .,, ., � I L I I L � h�#•:. �il� I II I li � _ - _ � — - J - 1 1 , _ -1_- ll i �1 � � i 1 I 1 DOOR SCHEDULE NOTES: 1. NUMBER: THE DOOR NUMBER MATCHED THE ROOM NUMBER. WHEN MORE THAN ONE DOOR EXISTS PER ROOM, THE SECOND DOOR NUMBER IS FOLLOWED WITH "A" THE THIRD WITH "B", ETC. 2. SIZE: DOOR SIZES ARE NOMINAL FIELD VERIFY OPENINGS. ALL DOORS ARE 1 3/4" THICK AND 3/8" UNDERCUT UNLESS OTHERWISE NOTED. 3. TYPE: SEE DOOR TYPE ON THIS DRAWING. 4. MATERIAL: A. AL: ALUMINUM HM: HOLLOW METAL 18GA DOOR, 16GA WELDED FRAME SS: STAINLESS STEEL WD: WOOD, SOLID CORE W/ PAINT FINISH B. FOR DOOR & FRAME FINISHES, SEE FINISH SCHEDULE. 5. GLAZING: TEMP: TEMPERED GLASS W: WIRE GLASS 6. DETAILS: SEE DETAILS ON DRAWING AS NOTED. 7. FIRE RATING: A. ALL RATED DOORS TO BE POSITIVE LATCHING. B. ALL RATED DOORS AND FRAMES TO BE LABELLED. C. ALL 20 MIN. RATED DOORS SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL. 8. HARDWARE GROUP: CONTRACTOR SHALL FURNISH & INSTALL DOORS COMPLETE WITH ALL HARDWARE AS REQUIRED BY CODE AND/OR SPECIFIC INSTALLATION 9. GASKETING: AS: AIR SEAL SG: SMOKE GASKET PEMKO S88GR @ HEAD & JAMBS WS: WEATHERSTRIPPING BY DOOR MFR. 10. REMARKS: P: PANIC BAR ELEC. LOCK: ELECTRONIC LOCK DOOR NOTES: 1. See Finish Schedule. 2. Contractor shall furnish and install doors complete with all hardware as required by code and/or specific installation. 3. All doors shall be handicap accessible. a. 3'-0" x 6-8" min. with clear width of exitway of 32" min. b. Provide level and clear floor area or landing on each side of every door. The level area shall have a length in the direction of door swing of at least 60" and the length oppsite the direction of doer swing of 48" as measured at right angles to the plane of the door in the closed position. 1 C. The width of the level landing on the side to which door swings shall extend: i) MIN. 24" past the strike edge of the door for exterior doors ii) MIN. 18" past the stike edge for interior doors on the door pull side iii) MIN. 12" past the strike edge for interior doors on the door push side when equipped with latch and closer. d. Threshold shall be a max, of 1/2" above the adjacent surfaces. Change in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1 unit vertical and 2-unit horizontal (50% slope). e. The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. f. Maximum effort to operate exterior and interior doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 Ibf. g. When the door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 70 degress, the door will take at least 3 seconds to move to a point 3" from the latch, measured to the landing edge of the door. h. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever type hardware, panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. i. Hand -activated door opening hardware shall be centered between 34" and 44" above the floor. 4. Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. Exception: In occupancy Group A having an occupant load of 300 or less, Groups B, F, M & S, key -operated locking devices may be used on the main exterior door(s) if there is a readily visible durable sign on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch high on a contrasting background. The use of this exception may be revoked by the building official for due cause. Manually operated flush bolts or surface bolts are not permitted. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be A used, provided that the door leaf having the automatic flush bolts has no door knob or surface -mounted hardware. The unlatching of any door or leaf shall not require more than one operation. DOOR SCHEDULE: NO. DOOR FRAME FIRE RATING HARDWARE GROUP DR/FRAME FINISH REMARKS 1 SIZE TYPE MATERIAL GLAZING MATERIAL DETAILS HEAD JAMB SILL 101 VERIFY BB ALUM TEMP ALUM 5/A6,1 6 1� REPLACE (E) 102 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 1 Pi 102A 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 1 Pi 102131 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 1 P 1 102C 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 1 Pi 103 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 2 P2 REPLACE (E) 103A 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 AL 2 P2 REPLACE (E) 104 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 2 Pi 105 DB 3-Ox7-0 AA HM HM 3 *1) REPLACE (E) 106 3-Ox7-0 A HM HM 3/A6.1 3/A6.1 1 5 P1 REPLACE (E) 106A DB 3-Ox7-0 AA HM HM 4 *1) REPLACE (E) NOTES: *1) DOOR/FRAME #105 &106A: PAINT TO MATCH EXISTING HARDWARE GROUP: NOTES: 1. FINISH: SATIN CHROME 626 / US26D UNLESS OTHERWISE NOTED. 2. SUBMIT MANUFACTURER'S CUT SHEET PRIOR TO ORDERING. GROUP 1: HINGES HAGER BB1279, 4.5x4.5 1& LOCKSET SCHLAGE AL50PD, NEPTUNE(LEVER TYPE) CLOSER LCN 4011 GROUP 2: HINGES CLOSER PULL PLATE PUSH PLATE GROUP 3: HINGES LOCKSET - EXIT LOOK 1 STRIKE PANIC HARDWARE CLOSER KICK PLATES BOTH SIDES DOOR BOTTOM SWEEP ASTRAGAL 0 GASKET DROP BAR GROUP 4: HINGES LOCKSET - EXIT LOOK STRIKE DOOR BOTTOM SWEEP ASTRAGAL GASKET DROP BAR GROUP 5: HINGES LOCKSET HAGER BB1279, 4.5x4.5 Al LCN4011 HAGER 33E 4x16, US32D HAGER 30S 4x16, US32D Q HAGER BB1279, 4.5x4.5 0 SCHLAGE AL25D, NEPTUNE (LEVER TYPE) SCHLAGE 10-025, LIP LENGTH 1 3/8" ADAMS RITE 8500 SERIES LCN4011 DON-JO 90 12x34, 630 Al PEMKO 1810ODNB PEMKO 351 BS PEMKO S88GR AT HEAD & JAMBS PROVIDED BY OWNER, INSTALLED BY CONTRACTOR HAGER BB1279, 4.5x4.5 SCHLAGE AL25D, NEPTUNE (LEVER TYPE) SCHLAGE 10-025, LIP LENGTH 1 3/8" PEMKO 1810ODNB PEMKO 351 BS PEMKO S88GR AT HEAD & JAMBS PROVIDED BY OWNER, INSTALLED BY CONTRACTOR HAGER BB1279, 4.5x4.5 SCHLAGE AL80PD, NEPTUNE (LEVER TYPE) GROUP 6: FINISH POLISHED STAINLESS STEEL UNLESS OTHERWISE NOTED CONCEALED CLOSER WITH HOLD OPEN UNDER CONC. SLAB BRIGHT CHROME (US26) FINISH BACK-TO-BACK LADDER PULLS 16" LONG MAX KEY CYLINDER THUMBTURN INTERIOR DOOR RAIL BOTTOM LOCK DUSTPROOF KEEPER & MOUNTING PLATE PATCH FITTINGS THRESHOLD PEMKO 172A DOOR TYPE: A6.1 / \A6.1 0 Al 0 FINISH SCHEDULE: NO. ROOM NAME FLOOR BASE WAINSCOT WALL CEILING 101 SALES CO W1 P1 102 STOCKROOM CO 102A STOCKROOM CO 102E STOCKROOM CO 103 MEN 1 T1 T1 T2 T2 P1 103A WOMEN T1 T1 T2 T2 P1 104 HALLWAY CO W1 P1 1 105 CORRIDOR CoW1 P1 106 ELEC -- *) USE METAL PAINT ON HM DOORS & FRAMES. FINISH NOTES: 1. VERIFY ALL FINISH MATERIALS WITH THE OWNER. 2. SUBMIT ALL FINISH MATERIAL SAMPLES TO THE ARCHITECT FOR APPROVAL. 3. ALL CHANGES IN FLOOR MATERIAL SHALL OCCUR AT THE MIDDLE OF DOOR. FINISH SPECIFICATIONS: CO SEALED & POLISHED CONCRETE M3 7'-0" HIGH x 14 GA STAINLESS STEEL END WALL GUARD / CORNER GUARD 4" FLANGES, #4 SATIN FINISH. MOUNT WITH COUNTERSUNK STAINLESS STEEL SCREWS @ 8" O.C. P1 SHERWIN WILLIAMS SW7006 EXTRA WHITE SEMI -GLOSS IN RESTROOM, FLAT AT ALL OTHER LOCATIONS P4 SHERWIN WILLIAMS SW6258 TRICORN BLACK, FLAT - NOTE: ALL PAINTS SHALL BE PRIMER & 2 COATS W1 1x4" WOOD BASE, PAINT P1 WD1 1x6 TONGUE & GROOVE CLEAR PINE, SMOOTH FINISHED WITH BEVELLED EDGE, MITER CORNER STAIN: 2 COATS OF STAIN AND CLEAR FINISH COAT COLOR: BLACK GLOSS NOTES: 1. ALL WOOD TRIMS SHALL BE CLASS C RATED. 2. SUBMIT STAINED SAMPLES OF WD1 TO OWNER FOR APPROVAL. QUANTITY: 3 EACH T1 FLOOR/ BASE TILE T2 WALL TILES Back Young Ahn Architect ARCHITECTURE • PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.261 Q Fax 650.548.2611 NO` C 19749 REN. 9-30-15 ,o INTERIOR WALL & CEILING FINISH REQUIREMENTS: CBC TABLE 803.9 1 OCCUPANCY GROUP I SPRINKLERED EXIT ENCLOSURES AND EXIT PASSAGEVYAYS CORRIDORS ROOMS AND ENCLOSED SPACES M B C C S C C C FRAME -SPREAD INDEX SMOKE -DEVELOPED INDEX CLASS A 0 - 25 0 - 450 CLASS B 26 - 75 0 - 450 CLASS C 76 - 200 0 - 450 GYPSUM BOARD FINISH: LEVEL 3 THROUGHOUT EXCEPT LEVEL D BEHIND SHOE WALLS NOTE FOR TILE INSTALLATION: PREPARE CONC. SLAB PER NOTE 4 ON DRAWING A2.0 DEMOLITION PLAN. INSTALL MORTAR BED BOND COAT (PORTLAND CEMENT SLURRY) AND MORTAR BED. MAX. VARIATION IN THE SLAB SHALL NOT EXCEED 1/4" IN 10'-0". INSTALL THIN SET & TILE ABOVE MORTAR BED. GROUT COLOR SHALL MATCH TILE COLOR. INSTALL SEALER AT GROUT: CUSTOM BUILDING PRODUCTS TILELAB SURFACEGARD PENETRATING SEALER MODEL # TLSGS1, HOME DEPOT STORE SKU # 124080 -4"x4" ALUM FRAME ON THREE SIDES, FINISH TO MATCH STAINLESS STEEL FRAME -STAINLESS STEEL PATCH FITTING -GLAZING CHANNEL -1/2" CLEAR TEMP, GLASS �1, SHED EDGES U-VALUE: 1.00 MAX IT WAS 1.02 BEFORE..) 2� LADDER HANDLE BOTH SIDES -TOP OF FLOOD GATE z M co STAINLESS STEEL BOTTOM RAIL a DOOR HANDLES: PROJ. NO: 1309 ----------------------- o..........-----------............. ........................................................... SCALE: DWG. NO: I A5.r.I .............. r � h I yy I ,I I x , 9 IY 1 A 9. a 1' ff i. I 7 1'� � i tii��' r'uii=i-' ��� i�i'h➢i, i!1'�it �a��°tf'`P9�0.i�i���i�t1l i� II�II��Ni ��+'i� I�Pi �:i6' �L �' FLOOD GATE SCHEDULE NO. SIZE REMARKS G 1 3'-10 1/2" x T-0" G2 T-10 1/2" x 3'-0" G 3 T-10 1/2" x T-0" G4 3-10 1/2" x T-0" G 5 T-10 1/2" x T-0" G6 ,T 1J2" '-0" G7 EXISTING ')0 G8 ` ,, EXISTING --� G9 3'-ff x\1'-6" G 10 3'-11 Itx 1'-6" G 11 4'-1 1/2" x 1'-6" G 12 4'-1 1/2" x 1'-6" G 13 4'-1 1/2" x 1'-6" G 14 4'-1 1/2" x 1'-6" G 15 4'-1 1/2" x 1'-6" G 16 4'-1 1/2" x 1'-6" G 17 4'-1 1/2" x 1'-6" G 18 4'-1 1 /2" x 1'-611 G 19 4'-1 1/2" x 1'-6" G20 4'-1 1/2" x 1'-6" G21 4'-1 1 /2" x 1'-6" G22 4'-1 1/2" x 1'-6" G23 4'-1 1/2" x 1'-6" G24 4'-1 1/2" x 1'-6" G25 4'-1 1 /2" x 1'-6" G26 ECISTINC�`0 G27 EXISTING FLOOD GATE ELEVATION (FROM FLOOD SIDE) EXISTING. VERIFY WITH LANDLORD. FLOOD GATE 7 & 8 EXISTING. VERIFY WITH LANDLORD. FLOOD GATE 26 & 27 NOTES: 1. INSTALL NEOPRENE GASKET AT BOTTOM OF FLOOD GATE. Baek Y ung Ahn Architect ARCHITECTURE • PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Sliite 388, Burlingame, California 94010 650.548.2610 Fax 660.54, 8.2611 D N 19749 tll REN.9-30-15 4 a ------. ... I ...... ................[. ---.---.-----..... ..:::..................---..-------------... *...::........ ................................................................ .......................... ................ .......................................... —.............. ,............................ ........................... ................. ............. I I I ....................................... -_-- ... ........................... ........................ ........................ — ....................... .,.. ........................... ................................................. ........................... a FOR 2ND PLAN CHECK COMMENTS 10-24-14 ...................................................... .... ..................... A FOR PLAN CHECK COMMENTS 09-26-14 ................. ....................(...................................... I............ ........................... NO. DESCRIPTION DATE PROJECT: ..... ....................... ............ I................................................................... SHOE PALACE 837..Mare_-Street................................. .......... ...... ------ San ... L uis. 1 0,bispo.-CA... 34.01......................... DWG_ TITLE FLOOD_ GATE .................................................................................. ......................................3..................----------------..........................................------ NORTH: PROJ. NO: 1309 1 ........................................................... ..................................... .. . ........................................................... SCALE: 1/4" = V-0111 DWG. NO: ' 1 0 4 8 A�� ............................... ----------- It� v v �r 11 i -� � a i x: i. C ! Px N( 9a I' 1 (_16� CEILING ACCESS DOOR CLG,\MISC\AD1 11007 (1'2FASTENING PLATE MISC\FPL120319 8 TACTILE EXIT SIGN: EXIT ROUTE 3vv= 1 1.099 HALF SIZE SIGN\EXIT ROUTE CA130423 HALF SIZE 6 ryr) Pn 250 LBS. OTHER NON -GLARE FINISH. (15 GRAB BAR HC\REST\GB120319 (1_1 ENTRANCE ACCESSIBILITY SIGNSIGN\ENT1 10906 7 TACTILE EXIT SIGN: EXIT SIGN\EXIT CA1 21103 3 DOOR JAMB DOOR\HM\JAMB\HM111007 391= 1 1.01w HALF SIZE HALF SIZE HEAD SIM. V- " NEW CONCRETE TO MATCH 5/8" HC\REST\LAV1 11008 (1_4 SIDELITE @ JAMB @ 12 O.C. TRENCH SLAB\TRENCH 121109 K'2WALL @ HEAD WALL\HEAD\NR\CONC\l 309NRl 40915 1/2ww=1 9.094 HEAD SIM. SP\SF\JAMB\1309SFJAMB140912 3"=1'.0" 1 1/211=1*-011 30v=lv.ovv MEN -TRIANGLE COLOR IS SAN 130328 SIDELITE SILL (�5ALUM. DOORSILL EXT\DOOR\ALUM\SILL\SILL130718 WALL @ BASE WALL\BASE\NR\l 309NRl 40915a (13 (�9 Sp�� SILL 1309SFSILL140913 1 /401 = 1 V.01V 391= 1 2.01w 322= 1 2.019 3§w= 1 w-OVII Baek Young Ahn Architect ARCHITECTURE 9 PLANNING 9 INTERIOR DESIGN i 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax650.548.2611 C U Ar Ar 9749 tI'N. 9-30-15 OCT 0 12014 0 0 ............... ....................... I ................................................ .......................... ............... ................. ................................................ ......................... 1. ... ......... ................. ........................ ...... ............... ....................... ................................ ............... ............... ....................... ............................................ ........................... ............... ....................... i ................................................ ........... 1-11 ... I ...... ............... ....................... 1 ................................................ ........................... ,& FOR PLAN CHECK COMMENTS 09-12-14 ............... ..................... f .................................... * ......... * . .......... ... FOR PLAN CHECK 06-24-14 V ............... ....................... 1 — ............................................. ........................... 10. DESCRIPTIOI� DATE IROJECT: I ............... ................... i ................................................................. ........ SHOE PALACE ..................................... PALACE 337 Marsh Street ... ..................... ................ ( ...... .......... .................................... $An ... L.uJs_.0.bJspo,...CA 9.401 )WG. TITLE ... .... .... ...................... DETAILS .......................................... ............................................................................... ................................... ............................................................................... ............ I ........ ............ ............................................................................... IOr) RTH: ... ............................... ;CALE: A,( NOTED PROJ. NO: 1309 ....................................................... ....................................................... DWG. NO: ....................................................... ......................... A6.,.1 .......... WINDOW HEAD FULL HEIGHT TO UNDERSIDE OF DECK SP\WIN\HEAD\1309HEAD140915 3"=1'-0" ST HALF SIZE RAMP RAMP\RAMP02 - 1 /2.. _ 1..0.. REST\LAVCTR02 1 ■/211=11.091 ♦ '] ACCESSIBLE COUNTER SP\CASHWRAP\13,Q9�QUNI� RIX0913 LL) Baek Young Ahn Architect ARCHITECTURE • PLANNIf G + INTERIOR DESIGN 533 Airport Boulevard, Suitt 388, Burlingame, California 94010 650.548.2610 Fax 650.548,261,1 I N Q�C'19749 tP REM 9-30-15 1 0 CT 01 2014 IOF CALO I --.............................. ----------------------------------------............... ..-......... .............................. ................ ..................... -------------------------------------......... •.•..-.,... • .................................i ......................................... ........................... ................ ........................................................ ,...... ,....... --- ----------------------- ............ ... .............................. ................... ..•...-............... ......................,.... ........................................... .......................................... ........................... ....................................... ....... T................... -,.................... ........................... a FOR PLAN CHECI�COMMENTS 09-12-14 ..•..••••• .... I.................................................................................................... NO, DESCRIPTION DATE PROJECT: •••••••--•---•....................................,....------........................................................,,,,.,, SHOE PALACE --------...-•..............................•.,................................................. 83.T.. .ars.h..Street,, , ,.. r -----„-------•--•--------- San Luis Obispo, CA- 93401 DWG, TITLE DETAILS ... ........................ .•..................... ............................................................--•--•--•---. .... ....................................... ....... I.,....................................................................... NORTH: SCALE: AS NOTED PROJ. NO: 1309 ........ _......... ......................................•-------- DWG. NO: .......... .. .......................... . -..................... AO!!.2 .... .... _ , :r ,. ... .: ... ,,. .ei ri^ s ,. ,, � � e I -, , 4 lar � .: I � ,wt �l � � II � i r ,; ,. ALUM 1 /2' WITH 3/4"x C.R. L SET It CONTF AND I 2%2"; #10 3—# 1 ALUM 1 /211 WITH 18 G/ (400� ALUM PANEL ON 1/2" EXTERIOR GRADE PLYWOOD WITH #10 MET, SCREW ® 12" ANCHORS Q 16" Q.C. STAGGERED 3" = 11-011 2" EXTERIOR GRADE PLYWOOD WITH #10 MET. SCREW @ 12" O.C. 3410 MET. SCREWS, TYP. 18 GA x 4" MET. STUD (40OS137-43) @ 16" O.C. TYP. 16 GA x 4" MET. TRACK (40OT150-54) 2 ROWS OF 3/8" 0 x 3" SIMPSON TI EN HD SCREW ANCHORS @ 16" O.C. STAGGERED EXIST. CONC. WALL 18 GA x 4" MET. STUD BRACE (40OS137-43) @ 48" O.C. 0 WITH 3410 MET, SCREWS w EA. END u_ Z r U- R W EXIST. STUCCO SOFFIT +210.89 V = 11-01. Baal' Young Ahn Architect ARCHITECTURE e PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650,548.2610 Fax 650,548.2611 APC 5 -J0UNG�II�' - N , C 749 cl} REN.9-30-15 � � aF CLI�oo v 01 2014 A ............................... ................. ............................. ................. Al -� -,-,.......... ,......................................... ........... --.............. ............ I ... -.................................... ................ ........ I ... ,,............. .................................... .................... I.............. ........................... ...................................................................... ......... I ... I..... ------- .....,................... ,................................. ........ -:--............... .....,..............---................................................ ........................... ...................................................................... ........................... t 1FOR PLAN CHECK COMMENTS 09-12-14 ..................................................................... NO. DESCRIPTION DATE PROJECT: .......................................... SHOE; PALACE ---....................... — ............. .. 83,7.,Marsh„street -......................... San Luis Obispa�...CA„93401 DWG. TITLE - ..... METAL ... ..... ................ BOX ...................................................................................................... ............... .............................................................................I..---- NORTH: I SCALE: AS NOTED ,,I " I I PROJ, NO: 1309 ........................................................... ......................................... .,,,------ DWG. NO: - ................. ..t-A --------..............,, ....... .....................0......... _. ��G h- idl� r �I � f ABBREVIATIONS ABBREVI NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIODS, BUT SHALL BE READ AS SAME. A.B. ANCHOR BOLT A.B,C, AGGREGATE BASE COURSE ACI AMERICAN CONCRETE INSTITUTE A/C AIR CONDITIONER A,F,F. ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALT. ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION ARCH'L ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY A•W.T.S. AUTOMATIC WELDED THREADED STUDS BM BEAM B.F.F BELOW FINISHED FLOOR BLK BLOCK B.O.B. BOTTOM OF BEAM B.O.D. BOTTOM OF DECK B.O.F. BOTTOM OF FOOTING BRG BEARING C CAMBER C.C. CENTERLINE TO CENTERLINE CFS COLD FORMED STEEL C.G. CENTER OF GRAVITY C.I.P. CAST IN PLACE C.L. CENTERLINE C.L.B. CENTERLINE OF BEAM C.L.C. CENTERLINE OF COLUMN C.L.F. CENTERLINE OF FOOTING C.L.W. CENTERLINE OF WALL CLR CLEAR CONC CONCRETE CONC C.J. CONCRETE CONTROL JOINT CONC S.J. CONCRETE SAWCUT JOINT C.M.U. CONCRETE MASONRY UNIT CONN CONNECTION CONT CONTINUOUS CRSI CONCRETE REINFORCING STEEL INSTITUTE D.F. (D.F.L.) DOUGLAS FIR LARCH DL DEAD LOAD DIA DIAMETER DN DOWN DWG(S) DRAWING(S) E.C. END TO CENTERLINE E.E. END TO END E.O.S. EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EXP. BOLT (E.B.) — EXPANSION BOLT EXP. JT (E.J.) EXPANSION JOINT E.W. EACH WAY F.F, FINISHED FLOOR F.O.M. FACE OF MEMBER F.O.S. FACE OF STEEL F,O,W, FACE OF WALL GA GAGE (UNIT OF MEASUREMENT) GALV GALVANIZED G.S.N. GENERAL STRUCTURAL NOTES GLB (GLULAM) GLUED -LAMINATED BEAM H.F, HEM FIR HORIZ HORIZONTAL REINFORCING H.S. HEADED STUDS IBC INTERNATIONAL BUILDING CODE ICBQ INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL ICF INSULATED CONCRETE FORMS I.F.W. INSIDE FACE OF WALL I.0.D. INTERPRETATION OF DRAWINGS JST - JOIST K(KIP) 1000 POUNDS KLF KIPS PER LINEAR FOOT LBS (#) POUNDS LGR LEDGER LGS LIGHT GAGE STEEL LOSEA LIGHT GAGE STEEL ENGINEERS ASSOCIATION L.0.D, LOCATION OF DETAILS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAS C.J. MASONRY CONTROL JOINT MAX MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION MECH'L MECHANICAL MFR'D MANUFACTURED MFR('S) MANUFACTURER('S) MIN MINIMUM N/A NOT APPLICABLE N.T.S. NOT TO SCALE O.C. ON CENTER O.F.W. OUTSIDE FACE OF WALL OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE P,C, PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT J PLUS OR MINUS PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST -TENSIONED PTI POST -TENSIONING INSTITUTE REINF REINFORCING SDI STEEL DECK INSTITUTE SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SJI STEEL JOIST INSTITUTE SIM SIMILAR SQ. SQUARE SSMA STEEL STUD MANUFACTURERS ASSOCIATION STD STANDARD STL STEEL TL - TOTAL LOAD T.O.B. - TOP OF BEAM T.O,C.T. TOP OF CONCRETE TOPPING T.O.D. TOP OF DECK T.O.F. TOP OF FOOTING T,O,L, TOP OF LEDGER T.0,M. TOP OF MASONRY T.O.P. TOP OF PLATE T.O.P.C, TOP OF PRECAST CONCRETE T.O.S TOP OF STEEL T.0. W. TOP OF WALL TPI TRUSS PLATE INSTITUTE TYP TYPICAL T&G TONGUE AND GROOVE UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL REINFORCING WCLA WEST COAST LUMBER ASSOCIATION WCLIB WEST COAST LUMBER INSPECTION BUREAU W.W.F, WELDED WIRE FABRIC WWPA WESTERN WOOD PRODUCTS ASSOCIATION W/ WITH W/C WATER TO CEMENT RATIO W/0 WITHOUT GENERAL STRUCTURAL NOTES drawings Applies unless noted otherwi6e on BUILDING CODE; SPECIAL CASES: 2013 EDITION OF THE CALIFORNIA BUILDING CODE. 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR LOADS: REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE. B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. LATERAL: C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. WIND: D. INSPECTION OF EXPANSION ANCHORS SHALL INCLUDE THE VERIFICATION OF THE TIGHTENING TORQUE THAT IS SPECIFIED BY THE ANCHOR MANUFACTURER, INTERIOR PARTITION WIND LOAD = 5 PSF, DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: SEISMIC: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS SEISMIC IMPORTANCE FACTOR, I = 1.0. TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. RISK CATEGORY, II, B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN MAPPED SHORT = PP H RT PERIOD SPECTRAL ACCELERATION, Ss 1.162. DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.443. ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SOIL SITE CLASS, D. SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 0.802. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.459. AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO SEISMIC DESIGN CATEGORY, E. THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. STRUCTURAL STEEL: D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, LIFTS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR GENERAL: SAFE OBSERVATION, INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL. ALL MISCELLANEOUS STEEL E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE EXPANSION AND EPDXY ANCHORS: APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE, ALL SCREW ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER SIMPSON TITEN HD (ICC ESR--2713) OR SIMPSON TITEN. ALL ADHESIVE (EPDXY) ANCHORAGE FOR CONCRETE SHALL BE PER HILT] HIT-HY200 WITH DUAL SIDE BY SIDE CARTRIDGES ([CC ESR-3187) ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES AND TIGHTENED/TORQUED PER MANUFACTURERS RECOMMENDATIONS, COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE NOTES, PER SSMA AND AISI. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF 1. STEEL STUD WALL PER PLAN, "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY THE 2. TRACK PER SCHEDULE. AISI, STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI 3, EXISTING SLAB. FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL 4. 3/8" DIA SIMPSON TITEN HD THICKNESS AND GREATER. ANCHORS EMBED 2 1/2" SPACED AT 48" O.C. SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HILTI "KWIK-PRO" SELF -DRILLING TAPPING SCREWS PER ICC ESR-2196, OR ICC APPROVED ( THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW, VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS, MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS , FROM CONTRACT DOCUMENTS, ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR STEEL STUD WALL AT EXISTING SLAB FLAGGED BY SUBMITTING PARTIESSHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S rna REVIEW, UNLESS NOTED ACCORDINGLY, 14a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� NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL 14-757 NO SCALE NOTES AND TYPICAL DETAILS, WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS, WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH 1. EXISTING CONCRETE COLUMN, ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY 2, 3/8" DIA. X 2 1/2" LONG WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR SIMPSON TITEN HD ANCHOR. ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE I CONTRACTOR TO LOCATE EXISTING COLUMN REINFORCING BEFORE DRILLING OR ATTACHING TO EXISTING COLUMN. DO NOT DAMAGE EXISTING REINFORCING. STEEL TRACK AT EXISTING CONCRETE COLUMN 14-757 NO SCALE 1'- OR LIGHT SUPPORT �� TYPICAL STEEL TOP TRACK SPLICE 14-768 NO SCALE NOTES: 12 #10 SCREWS EACH SIDE OF 1, SPLICE. 2. STEEL STUD TOP TRACK, 3. STEEL STUD, 4. PLACE 6"xi6" LONG STUD INSIDE TRACK. 5. STEEL STUDS. ,4) ( ECTION NOTE: AT CONTRACTORS OPTION REPLACE STUD WITH SIMPSON 2122STR STRAP. 14-849 NO SCALE 407-23 NO SCALE NOTES: 1 SPECIFICATIONS, ON PLAN AND/OR DETAIL. C. S.M. (SHEET METAL) SCREWS PER G.S.N. TYPICAL STEEL STUD WALL - SCREW CONNECTION Baek IYoung,Ahn Architect ARCHITECTURE * PLANNING * INTERIOR DESIGN 533 Airport i3oukevard, Suite 388, Burlingame, California 94010 650.548.26,10 Fax 650.548.2611 FOR, PLAN CHECK 4, NO. DESCRIPTION 1��� PROJECT: Vj JJI V\1 Is AN Lu06IcS OE GALACE c Q-)' LOCATION OF DETAILS DETAILS SHEET DESCRIPTION 01-19 S1.1 GSN AND TYPICAL DETAILS 101-119 1 S1.1 FOUNDATION DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED CONSTRUCTION --OR _RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED m, WRITTEN SIGNATURE. PROJECT NUMBER 14—•757 PROJECT MANAGER RDT PROJECT ENGINEER SMK PROJECT DRAFTER NCR CARUSO - TURLEY- SCOTT- INC consulting structural engineers 1210 West Rio Salads Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com n ti srRUCTURP _,���`� 09-12-14 DATE CA LIS OB,al"00� VEiJ0 DWG, TITLE GENERAL STRUCTURAL NOTES AND D0TA1LS_____ __ -- NORTH: I SCALE: ASINOTED PROJ, NO: 1404 DWG. NO: Simi. k 2 w C' e I 01i`� r- s rim\l LU i LOCATION OF DETAILS DETAILS SHEET DESCRIPTION 01-19 S1.1 GSN AND TYPICAL DETAILS 101-119 S1.1 FOUNDATION DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 AND TYPICAL DETAIL SHEETS. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR , QQNSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE, PROJECT NUMBER 14-757 PROJECT MANAGER RDT PROJECT ENGINEER SMK - PROJECT DRAFTER NCR CARUSO -TURLEY. SCOTT• INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com nek You Og Ahn Architect ARCHITECTURE • PLANNING + INTERIOR DESIGN 533 Airport Boulevard, Suite 3§8, Burlingame, California 94010 650.548.2610 Fax 650.546.2611 S 10 4�e SC m w S 33 5 � �ti�1 .... ............................. . ............................................................................................... OF C ............................................ ............................. ........................................................................................................................... .......... .................................................................... ........................... ......... ............................ .................. ............................... ........................................... .... ...-...,.,,.............. FOR PLAN CHECK ...................................................................................... 09-12-14 NO. DESCRIPTION DATE 'ROJECT: ...................................................,..........................................----------------.--...,....... -SHOE PALACE .. . ..................................................t............................................ 837 MARSH STREET —,...........................-. ...........................................I...... SAN.,L UI S„ OBI .........I ......................... PO. CA 93401 ................. DWG. TITLE .................................................... PARTITION PLAN ................................................... . ............................................ 1....................... ..... .............. ....................... --....... ............... .......... . NORTH: PROD_ NO: 1404 DWG. NO: SCALE: AS NOTED .............................................................. . ............................. ......... i ,I I 's r a, 9 S I t I"" I IIIII !� �,IIIII� 1IiM, I&I .III�I�Y' I ABBREVIATIONS ABBREVI NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIODS, BUT SHALL BE READ AS SAME. A.B. ANCHOR BOLT A.B,C. AGGREGATE BASE COURSE ACI AMERICAN CONCRETE INSTITUTE A/C AIR CONDITIONER A.F.F. ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALT. ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION ARCH'L ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY A.W.T.S. AUTOMATIC WELDED THREADED STUDS BM BEAM B.F.F BELOW FINISHED FLOOR BLK BLOCK B.O.B. BOTTOM OF BEAM B.O.D, BOTTOM OF DECK B.O.F, BOTTOM OF FOOTING BRC BEARING C CAMBER C. C. CENTERLINE TO CENTERLINE CFS COLD FORMED STEEL C.G. CENTER OF GRAVITY C.I.P. CAST IN PLACE C,L. CENTERLINE C.L.B. CENTERLINE OF BEAM C,L.C. CENTERLINE OF COLUMN C.L.F. CENTERLINE OF FOOTING C.L.W, CENTERLINE OF WALL CLR CLEAR CONC CONCRETE CONC C.J. CONCRETE CONTROL JOINT CONC &J. CONCRETE SAWCUT JOINT C.M.U. CONCRETE MASONRY UNIT CONN CONNECTION CONT CONTINUOUS CRSI CONCRETE REINFORCING STEEL INSTITUTE D.F. (D.F.L.) DOUGLAS FIR LARCH DL DEAD LOAD DIA DIAMETER DN DOWN DWG(S) DRAWING(S) E.C. END TO CENTERLINE E.E. END TO END E.O.S. EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EXP, BOLT (E.B.) — EXPANSION BOLT EXP. JT (E.J.) EXPANSION JOINT E.W. EACH WAY F.F. FINISHED FLOOR F.O.M. FACE OF MEMBER F.O.& - FACE OF STEEL F.O.W. FACE OF WALL CA GAGE (UNIT OF MEASUREMENT) GALV GALVANIZED G.S.N. GENERAL STRUCTURAL NOTES GLB (GLULAM) CLUED -LAMINATED BEAM H.F. HEM FIR HORIZ HORIZONTAL REINFORCING H.S. HEADED STUDS IBC INTERNATIONAL BUILDING CODE ICBQ INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL ICF INSULATED CONCRETE FORMS I.F.W. INSIDE FACE OF WALL I.O.D. INTERPRETATION OF DRAWINGS JST JOIST K(KIP) 1000 POUNDS KLF KIPS PER LINEAR FOOT LBS (#) POUNDS LGR LEDGER LGS LIGHT GAGE STEEL LGSEA LIGHT GAGE STEEL ENGINEERS ASSOCIATION L.O.D, LOCATION OF DETAILS LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAS C,J. MASONRY CONTROL JOINT MAX MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION MECH'L MECHANICAL MFR'D MANUFACTURED MFR('S) MANUFACTURER('S) MIN MINIMUM N/A NOT APPLICABLE N.T.S. NOT TO SCALE O.C, ON CENTER O.F.W. OUTSIDE FACE OF WALL OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PC] PRECAST/PRESTRESSED CONCRETE INSTITUTE P.C. PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT + PLUS OR MINUS PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST -TENSIONED PTI POST -TENSIONING INSTITUTE REINF REINFORCING SDI STEEL DECK INSTITUTE SLH - SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SJI STEEL JOIST INSTITUTE SIM SIMILAR SQ. SQUARE SSMA STEEL STUD MANUFACTURERS ASSOCIATION STD STANDARD STL STEEL TL TOTAL LOAD T.O.B. TOP OF BEAM T.O.C.T, TOP OF CONCRETE TOPPING T.O.D. TOP OF DECK T,0.F. TOP OF FOOTING T.O.L. TOP OF LEDGER T.O.M. TOP OF MASONRY T.O.P. TOP OF PLATE T.O.P.C. TOP OF PRECAST CONCRETE T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TPI TRUSS PLATE INSTITUTE TYP TYPICAL T&C - TONGUE AND GROOVE UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL REINFORCING WCLA WEST COAST LUMBER ASSOCIATION WCLIB WEST COAST LUMBER INSPECTION BUREAU W.W.F. WELDED WIRE FABRIC WWPA WESTERN WOOD PRODUCTS ASSOCIATION W/ WITH W/C WATER TO CEMENT RATIO W/O WITHOUT GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings BUILDING CODE: 2012 EDITION OF THE INTERNATIONAL BUILDING CODE, 2013 EDITION OF THE CALIFORNIA BUILDING CODE, LOADS: LATERAL: SEISMIC: SEISMIC IMPORTANCE FACTOR, I = 1.0 MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = t5 SOIL SITE CLASS, D DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 1.0 SEISMIC DESIGN CATEGORY, D DESIGN BASE SHEAR = 156 LBS SEISMIC RESPONSE COEFFICIENT, Cs = 0.017 RESPONSE MODIFICATION FACTOR (R)= 6.0 MECHANICAL ANCHORS: ALL MECHANICAL ANCHORS SHALL BE POWERS POWERS STUD + SDI GRADE 2 COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER AISI. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE HILTI "HEX WASHER HEAD" SELF -DRILLING TAPPING SCREWS PER ICC ESR-2196, OR ICC APPROVED EQUIVALENT. SCREW SIZE SHALL BE #12 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS, GENERAL NOTES: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS, WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION, RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION, SPECIAL INSPECTION - STRUCTURAL ONLY: SPECIAL INSPECTIONS SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A STATE REGISTERED STRUCTURAL ENGINEER WHO IS FAMILIAR WITH THE STRUCTURAL DESIGN OF THIS PROJECT, THE SUPERVISING STRUCTURAL ENGINEER SHALL SEAL THE SPECIAL INSPECTION CERTIFICATE. SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING; SPECIAL CASES: 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL ANCHORS SHOWN ON STRUCTURAL DRAWINGS, ADDITIONAL INSPECTIONS REQUIRED FOR REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE, B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. D. INSPECTION OF EXPANSION ANCHORS SHALL INCLUDE THE VERIFICATION OF THE TIGHTENING TORQUE THAT IS SPECIFIED BY THE ANCHOR MANUFACTURER. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, LIFTS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. ( 14-757 NO SCALE RACK POST ANCHORAGE 14-757 NO SCALE NOTES: 1. SHELF POST AND BASE PLATE BY OTHERS. 2, 3/8" DIA. ANCHOR. EMBED 2 3/8". 3. EXISTING CONCRETE FLOOR. 14-757 NO SCALE LJ ,� �L �C�!(I [�IVIS1 ray OF SAN LUIS O LOCATION OF DETAILS DETAILS SHEET DESCRIPTION --- R1.1 GENERAL STRUCTURAL NOTES 01-19 R1.1 TYPICAL DETAILS FOR ADDITIONAL INFORM; l ON SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET R1.1 AND TYPICAL DETAIL SHEETS, THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR GONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED R. WRITTEN SIGNATURE. PROJECT NUMBER 14-757 PROJECT MANAGER RDT PROJECT ENGINEER SMK PROJECT DRAFTER NCR CARUSO 9 TURLEY• SCOTT- INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com w S 3 �,j TAT OFCA\.\F 09-12-14 DATE FOR PLAN CHECK NO, DESCRIPTION PROJECT: I°IE PALACE �837 MARSH ST EET CAN cws oers'i I DWG. TITLE CA 9340 1 GENERAL STRUCTURAL NOTES AND DETAILS NORTH: SCALE: AS NOTED PROJ. NO: 1404 DWG. NO: R'. 1 i 5 �C5 li D r I 1 d, I•�i I i i �I: Ia k i W 3 �5 t� ICI � 4 `�rRUDTU4P ``� `rT9r OF CA1 ............................................................................................. ............................. ............................................................................................................................. ............................................................................................................................ ................................................................................. ................................................................................... ............................. .a �� D ..,....... FOR PLAN CHECK 09-12-14 ...................................................................................... ............................. NO. DESCRIPTION DATE 1i�l t I\1 R(N,�EGT.. �......................................:......:................................: iDIJ , O p.� _SkOE.,PALACE....: 837 MARSH STREET LOCATION OF DETAILS DETAILS SHEET DESCRIPTION - - - R1.1 GENERAL STRUCTURAL NOTES 01-19 R1.1 TYPICAL DETAILS FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET R1.1 AND TYPICAL DETAIL SHEETS, THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY_- NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WRITTEN SIGNATURE. PROJECT NUMBER 14-757 PROJECT MANAGER RDT PROJECT ENGINEER SMK PROJECT DRAFTER NCR CARUSO • TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com ................... ,............................... .............. ........... SAN..LUIS.:OBISPO, CA..93401 DWG. TITLq .................. .t, ,........,............................................................................... STORAGE RACK PLAN .................................................................................................... . .............. .:....... ..:.:..:.:.::.:....::::::..:.:.:::::::::..:::::...::.::::...::.::: NORTH: PROJ. NO: 1404 SCALE: AS NOTED DWG. NO: ............................................................... R.2,1 r Iv I _l__ 1 Illy • I L-�_�_._1___ �- -- 1. _ _ ,.. � �L i I I`,. a, —_�:� i��-� .• � __ __ HVAC SPECIFICATIONS 1. CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM PER THESE CONTRACT DOCUMENTS. 2. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE STANDARD MECHANICAL CODE, THE STANDARD BUILDING CODE, THE STATE ENERGY CODE, NFPA 90A, 96, 101 AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 3. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DUCTWORK SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON THE DRAWINGS, 5, CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 6. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT, COORDINATE SWITCH TYPE WITH EQUIPMENT CHARACTERISTICS AND ELECTRICAL DRAWINGS. 7. ALL REQUIRED CONTROL WIRING NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. 8. UNLESS NOTED OTHERWISE, STARTERS, SMOKE DETECTORS, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 9. ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE AND ALL RECIRCULATING FAN SYSTEMS SERVING AREAS OF EGRESS SHALL BE INSTALLED WITH A SMOKE DETECTOR IN THE SUPPLY DUCTWORK, THE SMOKE DETECTOR SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL. SMOKE DETECTOR TROUBLE CONDITIONS SHALL BE INDICATED VISUALLY OR AUDIBLY IN A NORMALLY OCCUPIED AREA AND SHALL BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. 10. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 11. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 12. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 5-YEAR MANUFACTURER'S WARRANTY. 13. SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AS RECOMMENDED IN SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS, LATEST EDITION. ALL JOINTS AND SEAMS SHALL BE SEALED WITH DUCT SEALER. 14. SUPPLY AND RETURN DUCTWORK IN NON -AIR CONDITIONED AREAS SHALL BE INSULATED WITH 2" THICK FIBERGLASS DUCT INSULATION WITH FOIL VAPOR BARRIER, U.L. LISTED, MINIMUM R-6. 15. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT TO STRUCTURE SHALL BE AS PER SMACNA STANDARDS. 16. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER TYPE 3 OR EQUAL, SAME SIZE AS DIFFUSER NECKS, MAXIMUM 6'-0" LONG. FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE, AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. 17. ROUND AND FLEXIBLE DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH SPIN -IN FITTINGS WITH AIR EXTRACTORS AND BALANCING DAMPERS. 18. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 19. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST APPROVED LOCATION, CONDENSATE PIPING SHALL BE TYPE-M COPPER AND SHALL BE PUMPED IF REQUIRED. 20. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED TO DELIVER THE AIR FLOW QUANTITIES SHOWN ON THE DRAWINGS. SUBMIT CERTIFIED TEST AND BALANCE REPORT TO ARCHITECT FOR APPROVAL. 21. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. 22. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 23. MOUNT THERMOSTATS PER ADA COMPLIANCE UNLESS NOTED OTHERWISE. 24. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL ON AND ANCHORED TO MINIMUM 12" HIGH INSULATED ROOF CURBS. CONTRACTOR SHALL COORDINATE ROOF SLOPE AND ACTUAL CURB HEIGHTS WITH ARCHITECTURAL DRAWINGS. ALL REFERENCES TO ROOF HEIGHTS REFER TO HEIGHTS ABOVE FINISHED ROOF SURFACE. 25. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC. 26. ROOFTOP HVAC UNITS SHALL BE INSTALLED SUCH THAT ROOF DECK IS COMPLETE AND CONTINUOUS UNDER BOTTOMS OF HVAC UNITS, AND SHALL BE CUT ONLY FOR UNIT SUPPLY AND RETURN OPENINGS. SPACE BETWEEN ROOF DECK AND BOTTOM OF ROOFTOP HVAC UNITS (INSIDE OF ROOF CURBS) SHALL BE FILLED WITH HIGH DENSITY ACOUSTICAL INSULATION. 27. MAINTAIN MINIMUM 10'-0" CLEARANCE FROM ROOFTOP UNIT OUTSIDE AIR INTAKES AND ALL EXHAUST OUTLETS, EXHAUST FANS AND PLUMBING VENTS. A AD ACCESS DOOR AFF ABOVE FINISHED FLOOR BT BATH TUB BTU/H BRITISH THERMAL UNIT/HOUR CP CONDENSATE PUMP CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE (E) EXISTING EA EACH F FAHRENHEIT FT FOOT GAL GALLONS GPM GALLONS PER MINUTE GPH GALLONS PER HOUR HX HEAT EXCHANGER HP HORSEPOWER IE INVERT ELEVATION IN INCHES KW KILOWATT L LAVATORY MAX MAXIMUM MIN MINIMUM NA NOT APPLICABLE NIC NOT IN CONTRACT NC NORMALLY CLOSED NO NORMALLY OPENED NTS NOT TO SCALE PSI POUNDS/SQUAREINCH RQ REVERSE OSMOSIS SS SERVICE SINK S SINK SQ SQUARE TDH TOTAL DEVELOPED HEAD TSP TOTAL STATIC PRESSURE U URINAL VTR VENT THRU ROOF WC WATER CLOSET W.C. WATER COLUMN PLUMBING LEGEND SYMBOL DESCRIPTION G SOIL, WASTE, or SEWER BELOW GRADE SOIL, WASTE, or SEWER ABOVE GRADE VENT STORM DRAIN BELOW GRADE STORM DRAIN ABOVE GRADE OVERFLOW STORM DRAIN BELOW GRADE OVERFLOW STORM DRAIN ABOVE GRADE COLD WATER HOT WATER HOT WATER RETURN GAS -LOW PRESSURE MG GAS -MEDIUM PRESSURE D DRAIN -� �- BALL VALVE _ta CHECK VALVE y GAS COCK PRESSURE REGULATOR (GAS AND COMPRESSED AIR) PRESSURE REDUCING VALVE (WATER) PRESSURE RELIEF VALVE PRESSURE TEMPERATURE/ RELIEF VALVE UNION h 04 VALVE ON RISER C_ DROP �-� RISE I- BRANCH TOP CONNECTION BRANCH BOTTOM CONNECTION CAP ON END OF PIPE Im FLOOR DRAIN (ROUND OR SQUARE STRAINER) FLOOR SINK e FLOOR CLEANOUT E) GRADE CLEANOUT }- WALL CLEANOUT HOSE BIBB POINT OF CONNECTION M EXTENT OF DEMOLITION NOTE: SYMBOLS AND ABBREVIATIONS SHOWN MAY INCLUDE ITEMS NOT USED FOR THIS PROJECT. INSTRUCTIONS TO MECHANICAL/PLUMBING CONTRACTORS 1, MECHANICAL/PLUMBING CONTRACTORS TO FIELD VERIFY ALL EXISTING HVAC EQUIPMENT/SYSTEM, PIPING SYSTEM AND PLUMBING SYSTEM PRIOR TO COMMENCE WORK. 2. SUBMISSION OF A BID PROPOSAL, DIRECTLY OR INDIRECTLY BY THE CONTRACTOR FOR THIS WORK, SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE AND UNDERSTANDS THE CONDITIONS THAT MAY AFFECT THE PERFORMANCE OF THE WORK. CONTRACTOR IS EXPECTED TO CONTACT THE INTERIOR DESIGNER OR THE ARCHITECT FOR ANY PARTICULAR PROBLEMS AND CLEAR UP ANY POSSIBLE MISUNDERSTANDING BEFORE BID IS SUBMITTED. 3. ALL WORK REQUIRED FOR IDENTICAL ITEMS SHOWN ON THE DRAWINGS SHALL BE PROVIDED ALTHOUGH EACH SPECIFIC IDENTICAL ITEM MAY NOT BE SHOWN IN DETAIL OR CALLED OUT. 4. DRAWINGS ARE DIAGRAMMATIC, SMALL SCALE, AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. CERTAIN COMPONENTS, APPURTENANCES, AND RELATED SPECIALTIES ARE NOT SHOWN, AND SHALL BE PROVIDED, IT IS THE INTENT OF THE DRAWING TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ARRANGEMENT OF EQUIPMENT AND ROUTING OF PIPES AND ETC. INDICATED ON DRAWINGS MAY REQUIRE MODIFICATION DUE TO UNFORESEEN CONDITIONS AND REQUIRED ON SITE REVISIONS DURING CONSTRUCTION. 5. ALL OF THE MECHANICAL & SPRINKLER WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. 6. MECHANICAL CONTRACTOR TO HIRE APPROVED "AIR BALANCE CONSULTANT" PER LOCAL CODE REQUIREMENT, BALANCE EXISTING SYSTEMS AND ASSOCIATED DISTRIBUTION SYSTEMS TO OBTAIN THE MAXIMUM DESIGN FLOWRATES SHOWN ON THE DRAWINGS. SorW SorW V SD SD OSD OSD CW HW HWR G MG D BV CV BC PRV PRV PRV PTRV UN FD FS FCO GCO WCO HB POC EOD MECHANICAL LEGEND 19 SUPPLY AIR DUCT zRETURN AIR DUCT ® EXHAUST AIR DUCT OUTSIDE AIR DUCT ® COMBUSTION AIR DUCT FUSIBLE LINK FIRE DAMPER SMOKE DAMPER SMOKE FIRE DAMPER 01- DUCT MOUNTED SMOKE DETECTOR r MANUAL BALANCING DAMPER (T THERMOSTAT ROTARY WALL SWITCH Q DDC SENSOR ROOM HUMIDITY SENSOR OR HUMIDSTAT AQUASTAT ACCESS DOOR, ACCESS PANEL RECTANGULAR, FLAT OVAL OR ROUND AIR DUCT (PLAN VIEW) 1$"x12" DUCT SIZE (IN.), FIRST FIGURE IS SIDE SHOWN DUCT WITH ACOUSTICAL LINING FLEXIBLE DUCT CONNECTION FLEXIBLE DUCT UP DN DUCT SLOPE (UP OR DOWN) TURNING VANES VP DUCT STATIC PRESSURE SENSOR MOTORIZED DAMPER DIRECTION OF AIR FLOW PIPE ELBOW (UP & DN) -� TAKEOFF FROM TOP OF MAIN PIPE T TAKEOFF FROM BOTTOM OF MAIN PIPE POINT OF CONNECTION 63 EXTENT OF DEMOLITION NOTE: SYMBOLS AND ABBREVIATIONS SHOWN MAY INCLUDE ITEMS NOT USED FOR THIS PROJECT. ANNOTATION TAGS AND NOMENCLATURE XXX MECHANICAL EQUIPMENT CROSS REFERENCE NOTE SYMBOL X� REVISION SYMBOL XXX ROOM NUMBERS x TOP NUMBER DESIGNATES SECTION, BOTTOM NUMBER x DESIGNATES SHEET ON WHICH SECTION IS LOCATED TOP NUMBER DESIGNATES DETAIL, BOTTOM NUMBER DESIGNATES SHEET ON WHICH DETAIL IS LOCATED ACU AIR CONDITIONING UNIT AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AMB AMBIENT APD AIR PRESSURE DROP APPROX APPROXIMATE BDD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER BTU/H BRITISH THERMAL UNIT/HOUR CAP CAPACITY CFM CUBIC FEET PER MINUTE CC COOLING COIL D or DIA DIAMETER DAT DISCHARGE AIR TEMPERATURE DB DRY BULB TEMPERATURE (E) EXISTING EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EFF EFFICIENCY ELEV ELEVATION ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB FPM FEET PER MINUTE FT FEET OR FOOT GAL GALLONS GPM GALLONS PER MINUTE HC HEATING COIL H/C HEATING/ COOLING Hg MERCURY HP HORSEPOWER Hz HERTZ IN INCHES INWG INCHES OF WATER GAUGE INWC INCHES OF WATER COLUMN KW KILOWATT LAT LEAVING AIR TEMPERATURE LB POUND MAX MAXIMUM MBH BTU'S PER HOUR (THOUSAND) MCA MINIMUM CIRCUIT AMPACITY MD MOTORIZED DAMPER MFR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVER -CURRENT PROTECTION MVD MANUAL VOLUME DAMPER NA NOT APPLICABLE NIC NOT IN CONTRACT NC NORMALLY CLOSED NO NORMALLY OPENED NOM NOMINAL NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER PD PRESSURE DROP PH PHASE PSI POUNDS/ SQUARE INCH RA RETURN AIR RH RELATIVE HUMIDITY RT ROOFTOP UNIT SA SUPPLY AIR SFD SMOKE FIRE DAMPER SP STATIC PRESSURE SPEC SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL TEMP TEMPERATURE TSP TOTAL STATIC PRESSURE TSTAT THERMOSTAT UH UNIT HEATER VAV VARIABLE AIR VOLUME VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE V VOLTS WB WET BULB WC WATER COLUMN WMS WIRE MESH SCREEN 0 DIFFUSER/REGISTER/ GRILLE TYPE CFM QUANTITY THROW BLANK=4-WAY 3W=3-WAY 2WO=2-WAY OPPOSED 2WC=2-WAY CORNER 1W=1-WAY TOP NUMBER DESIGNATES DETAIL, BOTTOM NUMBER AIR DEVICE CALLOUT TAG DESIGNATES SHEET ON WHICH DETAIL IS LOCATED NO SCALE SHEET INDEX REVISIONS - - - - - - - SHEET NO. DESCRIPTION Cl! tn o MPO.O HVAC/PLUMBING LEGEND, ABBREVIATIONS, SPECIFICATIONS AND SHEET INDEX ✓ MPO.1 HVAC/PLUMBING SCHEDULES ,t MP2.0 HVAC/PLUMBING DEMOLITION FLOOR PLAN f MP2.1 HVAC FLOOR PLAN j MP2,2 PLUMBING FLOOR PLAN f MP2.3 HVAC ROOF PLAN PLUMBING SITE Pl AN HVAC/PLUMBING DETAILS - f MP2.4 d MP3.0 d 4fl NJ ak Young Ahn Architect ARCHITECTURE • PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 3,88, Burlingame, California 94010 650.548.2610 Fax 650.548.2611 � pRo�EssaO� ,UT1E ` NO. M34834 i Exp.3-31-16 ' A N Q P OF CAL.\� 10/1/14 ,r� �'r'�� ��w:�tc.►it��l .�� r,.;tL" s��exl��'��.tr�rrtt. 1����°� �ri.s°' _ l& (M}paFi�=A7�,3><t .li str_ (7(12)9S?.,6_?SV f..................... ................. . ........ . .......................................... ................. -......... -------•----.....�.......................... .-------------... . ................. .... I ....... ................ ... .f . PLAN CHECK. CO MENTS 09-10-14 .....I .................. ........ I., ..... . FOR PLAN CHECK 06-24-14 .......... 1 ...... -------- *.......... .............. PRELIMINARY DESIGN 05-05-14 .......... ............. ....--------------------•- NO. DESCRIPTION r DATE PROJECT: .............. ....... .........I ..... .................. ....................... SHOE PALACE ............................1.............................................. 37 Marsh Street ............................... Sian Luis bi po,. A .934.0..1. DVVG. TITLE SHEET ABBREV., SPECIFICATIONS AND I 20 20114 D!�!I%S,10N F SAN L UIE-') OD, ISP0 PROD. NO: 1309 DWG. NO: ...... I ...... M.P.000 ...... e. ..�_��__L.-------�----�--- 1 1 1- ELECTRIC WATER HEATER SCHEDULE GENERAL ELECTRICAL DATA TAG MANUFACTURER TYPE MIN, STORAGE MIN. RECOVERY SEE NOTES N0. ELEMENT - KW V/PH/HZ MODEL N0. (GALLONS) (GPM (� $0' RISE) ELEMENTS (EACH) WH CHRONOMITE M�-20L INSTANT FLOW TANKLESS 0.5 GPM U 57`F RISE 4 - 4.16 208/1 /60 1 WH CHRONOMITE M-20L INSTANT FLOW TANKLESS 0.5 GPM � 57'F RISE 4 _ 4.16 _ 208/1/60 2 ...NOTES: 1. ROUTE AND TERMINATE T&P RELIEF DRAIN TO AN APPROVED LOCATION. 2. DUAL ELEMENT, NON -SIMULTANEOUS OPERATION, 3. DUAL ELEMENT, SIMULTANEOUS OPERATION. 4. PROVIDE ALL REQUIRED ACCESSORIES FOR A COMPLETE AND OPERABLE SYSTEM. INSTALL INSTANTANEOUS WATER HEATER PER MANUFACTURER'S GUIDELINES. XH,1•�U�T" BAN SCHEDULE GENERAL ELECTRICAL. DATA MARK MODEL N0, TYPE CFM E,S.P DRIVE FAN RPM OPER, WT, (LBS) SEE NOTES MOTOR H.P. (WATTS) V/PH/HZ (OR EQUAL) (IN W. C) EF GREENHECK SP-B150 CEILING 100 0,3 DIRECT 729 11 1, 5, 6, 7, 8 (129) 115/1/6Q 1 EF GREENHECK SP-B150 CEILING lOO O.3 DIRECT 729 11 1, 5, 6, 7, 8 (129) 115/1/60 2 NOTES 1, LIGHT SWITCH SHALL CONTROL FAN, 5. MANUFACTURER'S ROOF/WALL CAP. 9, STARTER TYPE -SEE ELECTRICAL, 2. TIME CLOCK PROVIDED BY DIVISION 16 SHALL CONTROL FAN. 6. BIRDSCREEN, 10. DISCONNECT -SEE ELECTRICAL, 3. SOUND ATTENUATION 7. BACKDRAFT DAMPER. 11. PROVIDE REFRIGERANT -VAPOR DETECTOR FOR FAN CONTROL W/ VISUAL &AUDIBLE ALARMS AS REQUIRED BY UMG 1106,4, 4, PRE-FAB ROOF CURB 8. ISOLATION BASE/HANGER. 12. PROVIDE CONTROL FOR CONTINUOUS OPERATION. PLUMBING FIXTURE SPECIFICATIONS ROUGH-IN (INCHES) TAG # FIXTURE DESCRIPTION C,W, H.W. T.W. V. S./W, TRAP WC-1 nJ ZURN #Z5561, CADET 17"H EL 1.0 GPF. FLOOR MOUNT TANK TYPE, VITREOUS CHINA, ELONGATED BOWL, PRESSURE WATER CLOSET 1/2 - - 2 4 - ASSISTED SIPHON JET FLUSH ACTION. SUPPLY WITH STOP. SEAT: ZURN #Z5955SS-EL, OPEN FRONT, LESS COVER. MOUNT TO ADA REQUIREMENTS. ZURN #Z5571, CADET 15�i'8"H EL 1.0 GPF. FLOOR MOUNT TANK TYPE, VITREOUS CHINA, ELONGATED BOWL, PRESSURE WC-2 WATER CLOSET 1/2 - - 2 4 - ASSISTED SIPHON JET FLUSH ACTION. SUPPLY WITH STOP. SEAT: ZURN #Z5955SS-EL, OPEN FRONT, LESS COVER. 1 1/4 x AMERICAN STANDARD #0476,028, AQUALYN SELF -RIMMING VITREOUS CHINA WITH FRONT OVERFLOW AND FAUCET LEDGE. L-1 LAVATORY l� 1/2 1/2 - 1 1/2 2 FAUCET: SYMMQNS #5-60-GH WITH GRID DRAIN AND BLADE TYPE HANDLE 0.4 GPM, SYMMONS PIPING MATERIALS SCHEDULE SYSTEM INSTALLATION SIZES MATERIAL JOINTS FITTINGS SANITARY ABOVE PLUMBING PIPING INSULATION SCHEDULE - SYSTEM LOCATION TYPE JACKET THICKNESS (IN) COVER NOTE <2" PIPE 2"+ PIPE DOMESTIC COLD WATER Indoor/Concealed MFP ASJ 0.5 0,5 - Indoor/Exposed MFP ASJ 0,5 0,5 PVC 2 Outdoor/Concealed MFP ASJ 0.5 0.5 - 1 Outdoor/Exposed MFP ASJ O.5 0.5 CA 1 Buried - - - - PVC,PE DOMESTIC HOT, RECIRC, AND TEMPERED WATER Indoor/Concealed MFP ASJ 1 2 -- Indoor/Exposed MFP ASJ 1 2 PVC 2 Outdoor/Concealed MFP ASJ 1 2 - 1 Outdoor/Exposed MFP ASJ 1 2 CA 1 Buried FE -- 1 2 PVC,PE CONDENSATE DRAIN Indoor Concealed FE,MFP ASJ 0.5 0,5 - Indoor Ex osed FE,MFP ASJ 0.5 Q5 PVC 2 ABBREVIATIONS ADL; Acoustical Duct Liner CG: Cellular Glass CS: Calcium Silicate FE: Flexible Elastomeric or Polyolefin FRW: Fire Rated Duct Wrap MFB: Mineral Fiber Board MFH: Mineral Fiber 1200 F MFP: Mineral Fiber Pipe �c Tank MFW: Mineral Fiber Wrap PI: Pre -Insulated Pipe System PS: Polystyrene RI: Removable Insulation S stem ASJ: All Service Jacket CA: Corrugated Aluminum CSS: Corrugated Stainless Steel EA: Embossed Aluminum FSK: Foil Scrim Kraft PE: Polyethylene PVC: Polyvinyl Chloride VF: Vinyl Faced NOTES 1. Freeze protecting electrical heat tracing installed on piping. 2. Provide cover for exposed piping in finished areas. Provide cover as noted on drawings in unfinished areas and equipment rooms. AIR DEVICE SCHEDULE TAG MANUFACTURER MODEL NO. TYPE MATERIAL MOUNTING FACE OR MODULE SIZE NECK SIZE RUNOUT SIZE CFM RANGE SEE NOTES D1 T1TUS TMSA-AA ADJUSTABLE SQUARE CEILING ALUMINUM SURFACE 12"x12" 6"� 6"� 0 -- 100 2, 3, 5, 7 D2 ? T1TUS TMRA-AA ADJUSTABLE ROUND DIFFUSER ALUMINUM DUCT -MOUNT 2�}§" 10"0 10"4� 201 - 375 2, 3, 5, 7 D3 '= TITUS TMRA-AA ADJUSTABLE ROUND DIFFUSER ALUMINUM DUCT -MOUNT 27"� 12"W 12"0 376 - 600 2, 3, 5, F, 7 4 - TI1�JS 300FS SUPPLY GRILLE ALUMINUM DUCT --MOUNT 14" x 14" 12" x 12" 12"� 376 - 600 1, 2, 3, 5, 7, 8 NOTES: 1, PROVIDE SQUARE TO ROUND TRANSITION AS REQUIRED. DIFFUSER/REGISTER/ GRILLE TYPE 2. PROVIDE OPPOSED BLADE VOLUME DAMPER. CFM QUANTITY 3. PROVIDE ADJUSTABLE AIR PATTERN. 4, PROVIDE 1 /2"x1 /2"x1 /2" CORE. THROW BLANK=4-WAY 5. WHITE FINISH. D1 3W=3-WAY 6. PROVIDE SAFETY CHAIN. � 300(2W0) 2W0=2-WAY OPPOSED 2WG�2-WAY CORNER 7. PROVIDE SUITABLE FRAME FOR CEILING/WALL TYPE, COORDINATE W/ 1 W =1-WAY ARCHITECTURAL PLANS. �-�+ AIR �G V It1� DEVICE �ALLt�UT TAG $. DOUBLE DEFLECTION. NO SCALE DUCTWORK SCHEDULE PRESSURE SEAL DUCT INSULATION THICKNESS JACKET/ SYSTEM/LOCATION CLASS CLASS MATERIAL TYPE (IN) FACING COVER NOTES CONSTANT VOLUME AIR HANDLER -SUPPLY, RETURN, OUTSIDE AIR; CONCEALED 1 INWG G GS MFW 1 FSK - CONSTANT VOLUME AIR HANDLER -SUPPLY, RETURN, OUTSIDE AIR; EXPOSED, UNFINISHED 1 INWG G GS MFB 1 FSK -- AREAS CONSTANT VOLUME AIR HANDLER - SUPPLY -& - RETURN; EXPOSED TO VIEW IN FINISHED AREAS 1 INWG A GS ADL 1 ACRYLIC - 1 TOILET/GENERAL EXHAUST WITHIN 10' OF FAN 1 INWG C GS ADL 1 ACRYLIC - TOILET/GENERAL EXHAUST BEYOND 10' OF FAN 1 INWG C GS - T - - NOTES: ADL: ACOUSTICAL DUCT LINER 1. FABRICATE DUCT WITH MANUFACTURED DUCT JOINING SYSTEM (SPIRAMIR, AL: CS: ALUMINUM CARBON STEEL DUCTMATE, TDF OR EQUAL), CLEAN AND PREPARE FOR PAINTING. FE: FLEXIBLE ELASTOMERIC FRW: FIRE RATED DUCT WRAP 2. PITCH DUCT TO DRAIN BACK TO DISHWASHER. GS: GALVANIZED STEEL MFB: MINERAL FIBER BOARD 3. PITCH DUCT TO DRAIN TO GREASE COLLECTION POINTS. MFW: MINERAL FIBER WRAP SS: STAINLESS STEEL 4. LEAK TEST TO 1.5 TIMES DESIGN PRESSURE, ASJ: ALL SERVICE JACKET CA: CORRUGATED ALUMINUM 5. SEAL ALL EXPOSED DUCT WEATHER -TIGHT. CSS: CORRUGATED STAINLESS STEEL EA; EMBOSSED ALUMINUM 6. MINIMUM 20 GAUGE SHEETMETAL FSK: FOIL SCRIM KRAFT PVC: POLYVINYL CHLORIDE VF: VINYL FACED OUTSIDE AIR CALCULATION (PER CMC 2013, TABLE 402,1) Az DEFAULT OCCUPANT NUMBER SPACE AREA DENSITY z ( N0. OF PEOPLE) (CFM/FTZ) (CFM/PERSON) Ez Vot = Pz ? RnAz FT PEOPLE 1000 FT 101 SALES 8,624 - 28$ 0,12 7,5 1.Q 3,195 1Q2/102A/1028 STOCKROOMS 4,Q15 - 15 0.06 5.0 1.0 316 MINIMUM REQUIRED VENTILATION (CFM) 3,511 Lek Your;g hn Architect ARCHITECTURE • PLANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 3§8, Burlingame, California 94010 650.548.2610 Fax 650.648.26,11 �OF'ESS/p� A JUT 1 E FSA NO. M34834 ' yk Exp. 3-31-16 S�qr A t � F OP CALF 10/1 /14 Ak :PI (7cji3 1.39-53 ;Jax,:(7il)�,�,�_9�r614 [t ............... ................ ................. PLAN CHECK COMMENTS 09-10-14 ....I .................. ... FOR PLAN CHECK 06-24-14 .......... ................------------------ .......... PRELIMINARY DE IGN 05-05-14 NO- DESCRIPTION DATE PROJECT: SHOE PALA 7 Marsh Street . DWG. TITLE .......................... HVAC/PLUMgl.NG SCHEDULES . i....................................."m Mir ilk pp e 9 2014 PROJ. NO: 1309 1..................................... ° 1"L.D1a\.I�`- D►',�iS��.;N DWG. NO: ITT OF S-A� f LUI 'Di ��................................... .............M .I...... a i-._-.__ �.3___.. _-. 0 ...' � - ___. _.._- -__- _ L -._ __... _�L �-. "____ - '_ _' _ '..._�' i I 1 �., � ;l -. 71 L.. �� ____-.�--__ - ---_-___-___._ _____�1 __-___� __.-,_ _- � ___. __.. -_- - �__ .� :_. '� DEMOLITION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR WITH AND VERIFY THE EXISTING CONDITIONS. THESE DEMOLITION DRAWINGS SHALL SERVE TO AID THE CONTRACTOR IN HIS EVALUATION OF THE EXTENT OF DEMOLITION; BUT SHALL NOT BE HELD TO BE ALL INCLUSIVE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION AND AS NECESSARY TO FULFILL THE PURPOSE AND INTENT OF THE FINISHED WORK, WHETHER OR NOT IT IS SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS CALLED TO BE REMOVED THROUGHOUT THE ENTIRE SET OF DOCUMENTS. 3. THE CONTRACTOR SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL, TO INSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE IMPAIRED, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 4. ALL OF THE MECHANICAL & SPRINKLER WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. 5. REMOVE ALL DAMAGED OR EXISTING FINISH MATERIALS FROM REMAINING WALLS, PARTITIONS AND COLUMNS (GYPSUM BOARD, WALL FABRIC, PANELING, TILE, MASONRY, CONCRETE, ETC.). PATCH WALLS AND COLUMNS AS REQUIRED TO RECEIVE NEW FINISH MATERIALS. 6. CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING AND MAINTAINING DUST TIGHT TEMPORARY CONSTRUCTION BARRIERS TO ALL AREAS WITHIN THE CONSTRUCTION LIMIT LINES, DURING THE CONSTRUCTION PROCESS. LOCATIONS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT. 7. ALL CONSTRUCTIOON AREAS, REMOVAL TRAFFI /PATTERN AREAS AND ASSOC ATE WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS BY TH C(QMT ACTORS DAILY. , /1 ) jo 8. PROTECT FROM DEMOLITION AND RECONSTRUCTIOIN DEBRIS, ALL "EXISTING TO f EMAIN" FIXTURES AND EQUIPMENT REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION. 9. REFER TO REMAINING DRAWINGS FOR RECONSTRUCTION. THE CONTRACTOR SHA L COORDINATE THE DEMOLITION AND RECONSTRUCTION WORK, TO BE ASSURED THAT E WORK IS COMPLIMENTARY �TO THE WORK OF ALL OTHER CONTRACTORS AND COMPLETE IN ALL RESPECTS, 10. UNLESS NOTED OTffRWISE ALL DEMOLITION MATITRIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND ISj1 TO BE REMOVED FROM THE PROPERTY IN A LEGAL MANNER. THE (OWNER RESERVES THE RIGHT (AND SHALL BE GIVEN THE OP ORTUNITY TO CLAIM ITEMS WHETTER OR NOT THOSE ITEMS WERE SPECIFICALLY NOTED FOR REMOVAL, RELOCATION, OR ASIRETURNED TO OWNER AND SAME SHALL BE RETURNED TO OWNER. 11 THE-CONTRACTORr,,SHALL-CLEARLY-MARKED CHAN 'ES TO PLANS (AS -BUILT CONDITIONS) IN RED ON THEIR FIELD SET OF DRAWINGS TO PRQUIDE AS -BUILT DOCUMENTATib ' TO THE OWNER/ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT. HVAC/PLUMBING k Young Ahn Architect ARCHITECTURE * PLANNING * INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax'650.548.2611 ,??,oEESS/ a 3UT 1,E l NO. M34834 7° Exp. 3-31-16 tiSJ, c C, H A t4 ` ��P CALF 10/1 /14 10 .......... .... ... t................................. .............. PLAN CHECK COMMENTS 09-10-14 FOR P I'A' N CHECK 06-24--14 .......... ------- ••.................................... PRELIM NARY DESIGN 05-05-14 NO. DESCRIPTION DATE PROJECT: I .... ...... ... ...... I ............. ....... ...................... .............. SHOE PALACE 837. Ma '..h Street San Lui.s,.Obisp0.,. A. 348'L.. DwG. TITLE FLOOR PLAN NORTH: LL, PRQJ. NO_ 1309 SCALE: 1/4'.= DWG. NO: r�MP2,0 ...... .. SCALE: 1 /8" = 1'-0" - _ , K a ff I I j� I i f , __-_� L _1 ( % 12. ALL DUCTS SHALL\B SUPPORTED IN ACCORDAf WWI 2013 CIVIC, SECTION 603.2. ll_ DUCTS SHALL BE EQgIPPED WITH TIGHT FITTING CIRCULAR BANDS EXTENDING AROUND THE ENTIRE PERIMETER OF THE DUCT AT EACH SPECIFIED SUPPORT INTERVAL. DUCTS SHALL BE BRACED GUYED TO PREVENT LATERAL OR HORIZONTAL SWING. HVAC FLOOR PLAN SCALE: 1 /8" = 1'-0" A M® (E) SOFFIT ON EXTERIOR OF BLDG SHEET NOTES 1 PROVIDE AND TERMINATE ETURN AIR PLENUM DUCT OPENING WITH ALUMINUM WIREMESH SCREEN. Q SEE A4,1 FOR DIFFUSER ELEVATION. REF, 6/MP3,0 FOR SIDEWALL DUCT DIFFUSER MOUNTING DETAIL. ;./ REF. 4/MP3.0 OR 5/MP3.0 FOR DUCT SUPPORT DETAIL. (TYP.) (D POINT OF CONNECTION FROM EXISTING TO NEW OR VICE VERSA. FIELD VERIFY EXACT POINT OF CONNECTION. (TYP.) EXISTING MAIN SA DUCTWORK TO EXISTING AHU AND FIELD VERIFY SIZE AND LOCATION. BALANCE SA DISCHARGE TO 17,000 CFM. (D PROVIDE NEW FILTERS TO EXISTING AHU. PROVIDE NEW CEILING MOUNTED EXHAUST FAN AND CONNECT TO EXISTING 8"0 EXHAUST DUCT. FIELD VERIFY EXACT POINT OF CONNECTION. SERVICE EXISTING AHU AND CLEAN/REPAIR/REPLACE ALL DAMAGED COMPONENTS TO RESTORE IN GOOD CONDITION. PROVIDE ALL REQUIRED ACCESSORIES FOR A COMPLETE AND OPERABLE SYSTEM. 10 REF. 1/MP3.0 FOR ROUND CEILING DIFFUSER INSTALLATION DETAIL. (TYP.) 11 REF. 2/MP3.0 FOR SQUARE CEILING DUCT INSTALLATION DETAIL. 12 FIELD COORDINATE EXACT LOCATION OF EXISTING TEMPERATURE SENSORS WITH THE BUILDING,ENGINEER/LANDLORD'S(,HVA��C11CONTROLS CONTRACTOR. 13 SET EXISTING OUTSIDE AIR INTAKE A\ IN1141UM 4,000 CFM. COORDINATE WITH THE BUILDING ENGINEER/LANDLORD'S HVAC CONTROLS CONTRACTOR FOR BALANCING REQUIREMENTS. 14 SALVAGE/CLEAN/RE-USE EXISTING CONTROL VALVES/FITTINGS/PIPING AND OTHER REQUIRED ACCESSORIES ASSOCIATED TO EXISTING AHU/CHILLER/BOILER/PUMPS. COORDINATE WITH THE BUILDING ENGINE R/LANDLORD'S HVAC CONTROLS CONTRACTOR FOR EXACT CONTROL REQUIREMENTS. 15 SEE A4.1 FI R DIFFUSER ELEVATION. (TY .) 16 RUN DUCTWORK MAIN TIGHT AS POSSIBLI TO BOTTOM OF BEAM. (TYP.) 17 PROVIDE 1.� HR RATED COMBINATION FIRE/SMOKE DAMPER AND INTERLOCK TO BUILDING EXISTING FIRE ALARAM SYSTEM. 0PROVIDE 1. I HR RATED FIRE DAMPER A �D INSTALL PER MANUFACTURER'S GUIDELINES 0 RELOCATED I DUCT. Y All Lek Young Ahn Architect ARCHITEGfURE • PLANNING • INTERIOR DESIGN 533 Airport boulevard, Suite 388, Burlingame, California 94010 650.548.26.10 Fix 650.548,2611 voFESS JUT It NO. M34834 � * Exp. 3-31-16 r s��TF � CALF ��\P 10/1 /14 AR- - Its "'Pr0.- .......... ..................... I..................... ........... .................................... ................. ..-- ....-� ............ ................. ............................................... ................. .............. ................. ...........MM.............................. PLANI_CHECK COENTS & GENERAL REV. 09-10-14 ., --- I ----•--------- FOR PLAN CHECK 06-24-14 ...............*.....--,.-..............., .... ,............ PRELI,MINARY DESIGN 05-05�--14 .......... .....................................•----................. NO- DESCRIPTION DATE PROJECT: ...................................................... ��u 7HOE P� kLAC.................................• _ 37 Ma sh—Street•.................................... San Luis Obispo,, CA3401 .............. DWG. TITLE .............................................. HVAC ........-.. ... .FLOOR FLAN �"" . .................... ,....,............................. .................. 1 � NORTH: PR... NO: 1309 �................ .......-.. -----.-........................... 1/4" = 1'-011 DWG, NO: 1 4 8 1 _ I I I ... M.P2 ■ ,- {r¢. is 1: �,.,3. I I I I L I i { i' I GENERAL NOTES 1. SEAL ALL ROOF AND WALL PENETRATIONS WATER TIGHT. 2, MAINTAIN PLUMBING VENTS A MINIMUM OF 10'-0" AWAY FROM ANY OA INTAKE, 3. REFER TO PLUMBING FIXTURE SCHEDULE FOR ANY UNMARKED ROUGH -IN SIZES. 4. COORDINATE WORK WITH OTHER TRADES PRIOR TO ANY ROUGH -INS. 5. ALL SANITARY DRAINAGE PIPING 4" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT, 6. ALL VENT AND BRANCH VENT PIPING SHALL BE FREE FROM DROPS/SAGS AND EACH SUCH VENT SHALL BE LEVEL OR SHALL BE SO GRADED AND CONNECTED AS TO DRIP BACK BY GRAVITY TO THE DRAINAGE PIPE IT SERVES. 7. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, INVERT AND LOCATION OF SAN PIPING. 8. FOR TENANT BUILD -OUT SPACE LOCATED ON UPPER LEVEL, ALL FLOOR PENETRATIONS SHALL BE SLEEVED AND SEALED, FLOOR PENETRATIONS SHALL BE CORE DRILLED AND ALL HORIZONTAL SANITARY SEWER LINES INSTALLED ABOVE THE CEILING SPACE OF A LOWER LEVEL TENANT SHALL BE INSULATED TO PREVENT CONDENSATION. 9. INSPECT/REPAIR/CLEAN/SNAKE ALL DRAINS PRIOR TO FINISHING THE PROJECT. MEET NOTES (D NEW INSTA-HOT WATER HEATER, REF. 3/MP3,0 DETAIL. POINT OF CONNECTION FROM EXISTING TO NEW OR VICE VERSA. FIELD VERIFY EXACT POINT OF CONNECTION. �I ( •. (� I J 1 21-LIL711=3 I ►` [cialK•Z•7 j 1j 1►`- SCALE: 1 /8" = 1'-0" 3aek Young A n Architect LRCHITECTURE • PLANNING • INTERIOR DESIGN 33 Airport Boulevard, Suite 388, Burlingame, California 94010 50.648.2610 Fax 650.548.2611 Op�pEESS/ 3UTIEIke, NO. M34834 ° * Exp.3-31-16 s�qT A N � G�1P OF CAUkkFO 10/1114 ....--,- ........................ I.................. ................. PLAN CHECK COMMENTS 09-10-14 .......................................... ................. FOR PLAN CHECK 06--24-14 PRELIMINARY DESIGN 05-05-14 NO. DESCRIPTION DATE r I PROJECT: ............................................ H E PALA E 7 Marsh Street . an..Lui.s_ _Ob spa.x. A.93 ®1............. . I D G. TITLE .....--•-----------------------•-----'---.............................. LUJMNN L0 LAN NURTH: 1ALE: 1 /4" - 1-0" 0 4 8 PROD, NO: 1309 DWG. NO: .............................. P2 ./ i o Young Ahn Architect 1RCHITCTIURE a PLANNING • INTERIOR DESIGN 33 Airport Boulevard, Suite 388, Burlingame, California 94010 50,548.2610, Fax 650.548.2611 aFFSS/ W NO. M34834 * Exp.3-31-16 gTcHA N � '-�CF CAL\F� IL a go '��,1 a��^:��►�aa��t�v,��"'�,.;<�C" r����d-�'�ttPre��r��� l�cY,�a�.�ar��., ,cl.r:.4 rN..✓.=L$ a cJ'kf �#.s t�i-F r#..J^ .................................... ................. ............................... ................. ........................................ ................. . ..................I..................... ................. ........................................ ....... I......... PL!,4N CHECK COMMENTS 09-10-14 . ... .. _ . _ . FO PLAN CHECK - - 06-24-14 _ . . PRELIMINARY DESIGN 05-05-14 ..... ..............................•--.... ....------------ DESCRIPTION DATE )JECT: ....... ..... I ............................................ .............. IHI o A LAP 37. N1rsh Street n •L... w.s..Obispg, • CA. q 401 'G. TITLE VA& ..... * ........... OO F PLAN NTH: PROJ. NO: 1309 ..................................... .............. .......................... ......... 2E: 1 4" 1'-0" DWG. NO: .................................... D 4 $ MP2m3 li I I I .................: ..... ....... Tr, ` YounIg - n Architect i ARCHITECTURE * PLANNIN • INTERIOR DESIGN 533 Airport Boulevard, suite 388, Burlingame, California 94010 650.548.2610 Fax 650.548.26111 pFr ESS / UTIE�F W N0. M34834 yk FXP.3-31-16 A N � FlDF CAL�F� 10/1 /14 Ull 1I�� a:vs (1) ----------.......... •... .............................. ................. ...................................................... ................. ......... . . ..............I............................ ................. ...................................................... ....... — ... ...1 ..................................................... ................. PLAN CHECK CDM ENTS 09-10-14 FOR PLAN CHECK 06-24-14 PRELIMINARY DESIGN 05705-14 r.in i nA7C PROJECT: ... ...-I............ ............... ................ 837 Marsh Sheet atn L.uN_s Ob spQ.v. .A.934Q1.... .......... - DWG. TITLE ............................. S T r LAN...... NORTH: PROJ. N0: 1309 SCALE: 1/4" = 1'-01. DWG. NO: M P24...... ,.. .: , � i. '. .. , � ., , 'i � :,. �. ,,: � i ,. 6. .. ':: n, i. . ,I ' i 1 I I ��. I I I I I t I I I I Ic i I i I ,n t 14 9 � I I' �k� � r�. L rl. I I 1: 119� fi � r V ., r — 1 L L _L_ I I I I_ 1 I I I. ( I Baek YounglAhn Architect ARCHITECTURE • PLANNING •i INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Byrlingame, California 94010 650.548.2610 Fax 650.548.26,11 g ESS/ UT IE x N0 M34634 * Expl 3-31-16 Y" `f'TgT G K A aF �AL,FO 10/1 /14 'rt�t�;i1e `yt�3aJ`ItTpat#iriaJp'i.�; ..................................................... ................. ......... ................. — ... ................... I. ................. ......... ...................... ..................... ................. 1 ...... PLAN CHECK COMMENTS 09--........ 10 -14 FOR PLAN CHECK 06-24-14 PRELIMINARY pESIGN 05-05-14 40. DESCRIPTION I DATE Is r. DWG. TITLE H.VAC/.P.LVM.B1.b1G..DETA.1LS W PROD- NO: 1309 ...................... I ......... ,.... ...... •.......... •................... DWG. NO: ..................................... .............M.F3m.0—.... SPECIFICATIONS SCOPE OF WORK THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL EQUIPMENT, MATERIALS AND LABOR NECESSARY FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM, INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS, AND SHALL PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1. COORDINATE WITH POWER, TELEPHONE AND CABLE TV UTILITIES AND SHALL PROVIDE ALL THE NECESSARY LABOR AND MATERIALS REQUIRED THAT ARE NOT PROVIDED BY THE UTILITIES. SEE STANDARDS AND PROJECT DRAWINGS ISSUED BY THE UTILITIES. 2• PROVIDE NEW POWER RECEPTACLES, COMPLETE AS SHOWN ON DRAWINGS OR AS REQUIRED BY APPLICABLE CODES. 3, PROVIDE TELEPHONE AND DATA OUTLETS (IF REQUIRED), COMPLETE INCLUDING CONDUITS (WHERE REQUIRED), WIRES AND/OR CABLES. HOME RUN EACH OUTLET TO THE MAIN TELEPHONE BACKBOARD UNLESS NOTED OTHERWISE. 4, PROVIDE NEW LIGHT FIXTURES AND SWITCHES, COMPLETE AS SHOWN OR AS REQUIRED BY APPLICABLE CODES. BRACE ALL LIGHT OUTLETS ACCORDING TO ELECTRICAL, ELECTRICAL SAFETY AND BUILDING CODE REQUIREMENTS. 5. PROVIDE NEW POWER AND CONTROL WIRING FOR MECHANICAL EQUIPMENT (RTU, HVAC, VAV OR INSTA-HOT UNITS) WHERE REQUIRED OR AS SHOWN ON THE MECHANICAL DRAWINGS, COMPLETE AND INCLUDING BUT NOT LIMITED TO THERMOSTAT AND CONTROL WIRING. CONTRACTOR SHALL PROVIDE WIRING, CONTROL CABLE AND THERMOSTAT CABLE TO EACH UNIT AS REQUIRED OR SHOWN IN THE MECHANICAL DRAWINGS. 6. PROVIDE NEW MAIN SWITCHBOARD, TRANSFORMERS, PANELBOARDS AND SUB -PANELS AS SHOWN OR AS REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL PROVIDE EQUIPMENT AND/OR Q AN / INCIDENTAL MATERIALS REQUIRED TO COMPLETE THE ELECTRICAL WORK. TYPICAL MATERIALS WHICH MAY BE INCIDENTAL ARE TERMINAL LUGS NOT FURNISHED WITH VENDOR -SUPPLIED EQUIPMENT, COMPRESSION CONNECTORS FOR CABLES, SPLICES, JUNCTION AND TERMINAL BOXES, AND CONTROL WIRES BY VENDOR -FURNISHED EQUIPMENT TO INTERCONNECT WITH OTHER EQUIPMENT. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF DETAILS OF ELECTRICAL, TELEPHONE, FIRE ALARM, SECURITY AND COMMUNICATION WORK ETC. NOT SHOWN WHICH MAY BE NECESSARY FOR THE SUCCESSFUL OPERATION OF ALL SYSTEMS DESCRIBED ON THE DRAWINGS AND INSTALLED AS PART OF THIS CONTRACT. CODES REGULATIONS AND STANDARDS: THE FOLLOWING INDUSTRY STANDARDS, SPECIFICATIONS AND CODES ARE MINIMUM REQUIREMENTS. 1. THE LATEST NATIONAL ELECTRICAL CODE (NEC), AS ADOPTED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION. 2. THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION STANDARDS (NEMA), 3. UNDERWRITERS LABORATORIES INCORPORATED (U.L.). 4. AMERICAN STANDARDS ASSOCIATION, 5. BUILDING CODE(S) AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ALL EQUIPMENT AND MATERIALS SHALL BE APPROVED BY AND SHALL BEAR THE LABEL OF UNDERWRITERS LABORATORIES INCORPORATED (U.L.) OR BE APPROVED AND LABELED BY AN INDEPENDENT TESTING LABORATORY ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. THE CONSTRUCTION AND INSTALLATION OF THE ELECTRICAL EQUIPMENT AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE OSHA SAFETY AND HEALTH STANDARDS (29CFR1910 AND 29CFR1926, AS APPLICABLE), STATE BUILDING STANDARDS, AND APPLICABLE CODES AND REGULATIONS. INSPECTION OF SITE AND OF OTHER TRADES' DRAWING(S): PRIOR TO SUBMITTING A BID FOR ELECTRICAL WORK THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED CONSTRUCTION AND SHALL THOROUGHLY ACQUAINT HIMSELF/HERSELF WITH THE EXISTING UTILITIES AND WORKING CONDITIONS TO BE ENCOUNTERED. NO ALLOWANCE WILL BE MADE AFTER CONTRACT AWARD FOR FAILURE TO COMPLY WITH THIS CONDITION PRIOR TO BIDDING. REFER TO ALL OTHER DRAWINGS THAT PERTAIN TO THIS PROJECT AND REPORT ANY CONFLICTS WITH THE DESIGN AND INTENT OF THESE DOCUMENTS. SEE GENERAL SPECIFICATION NOTES AND CAUTION TO CONTRACTOR (BELOW). STORAGE AND HANDLING: DELIVER MATERIALS AND EQUIPMENT TO THE PROJECT IN THE MANUFACTURER'S ORIGINAL, UNOPENED, LABELED CONTAINERS. PROTECT AGAINST MOISTURE, TAMPERING, OR DAMAGE FROM IMPROPER HANDLING, ETC. ARRANGE FOR TIMELY DELIVERY OF MATERIALS AND EQUIPMENT TO THE JOB SITE IN ORDER TO MINIMIZE THE LENGTH OF TIME BETWEEN DELIVERY AND INSTALLATION. COVER AND PROTECT ANY MATERIALS WHICH MAY BE AFFECTED BY THE WEATHER WHILE IN TRANSIT OR STORED AT THE PROJECT SITE. ANY MATERIAL FOUND DEFECTIVE OR NOT FUNCTIONAL OR NOT INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS MAY BE REJECTED BY THE ENGINEER, OWNER OR AUTHORITY HAVING JURISDICTION, THE CONTRACTOR SHALL SECURE AND PROTECT ALL MATERIALS AND EQUIPMENT AND BE RESPONSIBLE FOR ANY DAMAGE. ANY DAMAGE OR LOSS THAT MAY OCCUR DURING THIS PERIOD SHALL REPAIRED OR REPLACED TO ITS ORIGINAL CONDITION WITHOUT ADDITIONAL COST TO THE OWNER OR ENGINEER. CLEANUP: KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY EMPLOYEES, OR BY WORK UNDER THIS DIVISION OF THE SPECIFICATIONS. AT THE COMPLETION OF THE WORK, REMOVE ALL SURPLUS MATERIALS, TOOLS, ETC. AND LEAVE THE PREMISES CLEAN (I.E., BROOM CLEAN), EXCAVATION BACKFILL: WHERE APPLICABLE, THE CONTRACTOR SHALL PERFORM ALL EXCAVATION AND BACKFILL REQUIRED FOR WORK UNDER THIS DIVISION OF THE SPECIFICATION, TRENCH BOTTOMS SHALL BE GRADED TRUE AND BE FREE OF DEBRIS, STONES OR SOFT SPOTS. USE EXCAVATED MATERIALS FOR BACKFILL UNLESS OFF -SITE MATERIALS ARE DEEMED NECESSARY BY THE OWNER, ARCHITECT, ENGINEER OR AUTHORITY HAVING JURISDICTION. TRENCHING AND BACKFILING FOR ELECTRICAL AND TELEPHONE UTILITY SERVICES TO THE BUILDING SHALL BE PROVIDED BY THE CONTRACTOR. DRAWINGS: THE DRAWINGS INDICATE GENERAL LAYOUT OR ARRANGEMENT AND LOCATIONS OF ELECTRICAL WORK ONLY. DATA PRESENTED ON THESE DRAWINGS ARE AS ACCURATE AS THE ENGINEER CAN DETERMINE. FIELD VERIFICATION IS REQUIRED OF ALL DIMENSIONS, LOCATIONS, LEVELS, ETC. TO SUIT FIELD REVIEW ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND OTHER TRADES' DRAWINGS AND ADJUST ALL WORK TO MEET THE REQUIREMENTS OF THE EXISTING FACILITIES AND CONDITIONS. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS, UNLESS OTHERWISE CLARIFIED BY THE ARCHITECT OR THE AUTHORITY HAVING JURISDICTION, DISCREPANCIES BETWEEN DIFFERENT PLANS, OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR REGULATIONS AND CODES GOVERNING THE INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE THE DATE OF BID OPENING. IF DISCREPANCIES ARE NOT REPORTED, THE CONTRACTOR SHALL BID THE GREATER QUANTITY OR THE BETTER QUALITY, AND APPROPRIATE ADJUSTMENTS WILL BE MADE AFTER CONTRACT AWARD. CONTRACTOR SHALL RE RESPONSIBLE TO FIELD MEASURE AND CONFIRM MOUNTING HEIGHTS AND LOCATIONS OF ELECTRICAL EQUIPMENT WITH RESPECT TO COUNTERS, RADIATION, ETC, DO NOT SCALE DISTANCE OFF THE ELECTRICAL DRAWINGS, USE ACTUAL BUILDING DIMENSIONS. SEE GENERAL SPECIFICATION NOTES AND CAUTION TO THE CONTRACTOR (BELOW). IN ALL CASES SWITCHES CONTROLLING LIGHTING ARE TO BE LOCATED ON THE STRIKE SIDE OF THE DOORS UNLESS OTHERWISE REQUIRED. LOCATIONS INDICATED FOR SWITCHES AND OUTLETS ARE APPROPRIATE. OWNER MAY MAKE MINOR RELOCATIONS AT NO ADDITIONAL CHARGE. EXCAVATION,_ CUTTING_ AND FITTING: PERFORM THE CUTTING, FITTING, REPAIRING, AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT OF THIS SECTION. HOWEVER, NO CUTTING OF WORK BY OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT THE CONSENT OF THE ARCHITECT OR THE AUTHORITY HAVING JURISDICTION. COORDINATION AND COOPERATION WITH OTHER CONTRACTORS: COORDINATE AND COOPERATE WITH THE OTHER CONTRACTORS SO THAT ELECTRICAL OUTLETS, CONDUITS, BOXES AND EQUIPMENT WILL BE SAFELY AND PROPERLY INSTALLED. ALL CONDUIT, FIXTURE AND OTHER EQUIPMENT LOCATIONS SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH PIPING, DUCTWORK, STRUCTURAL STEEL, BEAMS, TRUSSES OR OTHER OBSTRUCTIONS. CAREFULLY CHECK THE LOCATIONS OF ALL OUTLET BOXES AND VERIFY THAT THEY HAVE NOT BEEN DAMAGED OR BLOCKED DURING THE INSTALLATION OF MATERIALS AND EQUIPMENT BY OTHER TRADES. COORDINATE THE LOCATIONS OF TRENCHES AND CONDUITS FOR ELECTRICAL AND TELEPHONE UTILITY SERVICES WITH THE GENERAL CONTRACTOR. MATERIALS: ALL MATERIALS SHALL BE NEW AND EQUAL TO THE QUALITY SPECIFIED IN THE PLANS OR SPECIFICATIONS, AND MUST CARRY THE UNDERWRITERS LABORATORIES APPROVAL FOR THE PURPOSE(ES) FOR WHICH THEY ARE USED, IN ADDITION TO MEETING ALL REQUIREMENTS OF THE CURRENT APPLICABLE CODES AND REGULATIONS. U.L. LISTINGS OF AN ASSEMBLY SHALL BE FOR THE ENTIRE ASSEMBLY, NOT FOR THE COMPONENTS ALONE. WIRE AND CABLE: UNLESS NOTED OTHERWISE, ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER, 600V, 75 DEGREE C, TYPE THW, THWN, THHN, OR XHHW. ALL INSULATION SHALL BE COLOR CODED PER THE NEC TO PROVIDE PHASE IDENTIFICATION. THE MINIMUM WIRE SIZE SHALL BE NO. 12 AWG. FOR BRANCH CIRCUITS WITH LENGTHS EXCEEDING 100 FEET FROM THE PANEL TO THE CENTER OF THE LOAD, CONDUCTORS SHALL NOT BE SMALLER THAN NO. 10 AWG. ALL CONDUCTORS LARGER THAN NO.10 AWG SHALL BE STRANDED. LIGHTING FIXTURE SCHEDULE/LEGEND COLOR CODING SHALL BE AS FOLLOWS: FOR A 480Y/277 VOLT SYSTEM, PHASE A SHALL BE BROWN, PHASE B SHALL BE ORANGE, LIGHT FIXTURES ARE SUPPLIED BY OWNER - CONTRACTOR SHALL PHASE C SHALL BE YELLOW AND THE NEUTRAL SHALL BE GREY, FOR A 208Y/120 VOLT SYSTEM, PHASE A SHALL BE BLACK, PHASE CONTACT LIGHTING FIXTURE SUPPLIER AND SHALL COORDINATE B SHALL BE RED, PHASE C SHALL BE BLUE AND THE NEUTRAL SHALL BE WHITE. FOR A 120/240 VOLT SYSTEM PHASE A SHALL BE VOLTAGE FOR FIXTURES BLACK, PHASE B SHALL BE RED AND THE NEUTRAL SHALL BE WHITE. IN ALL SYSTEMS THE EQUIPMENT GROUND SHALL BE GREEN. ATTENTION: Edman Kasbari, CONDUCTORS FROM MAIN INCOMING POINT OF CONNECTION (ELECTRICAL) TO SUB PANELS MAY BE ALUMINUM, TYPE SER. PHONE: (650) 207-0090 NO WIRES SHALL BE INSTALLED IN THE CONDUIT SYSTEM UNTIL THE CONDUIT SYSTEM IS COMPLETE. USE MINERALAC #100 OR EMAIL: enterdesign@att.net EQUIVALENT AS LUBRICANT TO FACILITATE INSTALLATION OF CONDUCTORS IN THE CONDUIT SYSTEM. CONTRACTOR MAY USE MC CABLE OR NON-METALLIC CABLE PROVIDED THAT MATERIALS AND INSTALLATION ARE IN COMPLIANCE WITH ALL APPLICABLE CODES O HIGH BAY PENDANT, MOUNT AT +13'-0" AND ARE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. LAMP: 5OW FLUORESCENT OUTLET, PULL AND JUNCTION BOXES: Q 6" RECESSED DOWN LIGHT WHERE REQUIRED, EACH SWITCH, LIGHT, RECEPTACLE OR OTHER OUTLET SHALL BE PROVIDED WITH A CODE GAGE GALVANIZED STEEL LAMP: 1-7W FLUORESCENT PAR 38 LAMP OUTLET BOX. JUNCTION BOXES SHALL BE CODE GAGE GALVANIZED STEEL. OUTLET BOXES SHALL BE OF THE ONE PIECE, KNOCKOUT TYPE. C O 4 FT FLUORESCENT INDUSTRIAL LIGHT W/ REFLECTORS, 277V IN GENERAL, BOXES SHALL BE 4" SQUARE WITH PLASTER RING. PLASTER RINGS SHALL BE SET TO PROVIDE NOT MORE THAN 1/8" MOUNTING HEIGHT: +12'-0" AT BOTTOM FROM WALL SURFACE TO RING. IN NO CASE SHALL PLASTER RING PROJECT BEYOND SURFACE OF WALL, SINGLE GANG RINGS SHALL LAMP: 2-F32T8 BE USED FOR 4" BOXES IN UNFINISHED BRICK, AND NO. 180 BOXES MAY BE USED FOR UNFINISHED MASONRY FLUSH WALL OUTLETS. CENTER ALL OUTLET BOXES IN BLOCK COURSES. BOXES INSTALLED IN POURED CONCRETE FLOORS SHALL BE FLUSH TYPE D � EXISTING EXTERIOR LIGHT FIXTURE UNDER AWNING. NON-METALLIC FLOOR BOXES, ROUND OR SQUARE WITH BRASS GASKETED COVERS, U.L. LISTED FOR EACH APPLICATION, WHERE SERVICE & REPLACE LAMP BOXES ARE INSTALLED IN FLOORS WITH TILE OR CARPET FLOOR COVERING, THE COVERS SHALL BE OF THE RECESSED TYPE TO ACCOMMODATE THE FLOOR COVERING. CONDUITS: ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METALLIC CONDUIT (IMC) AND MC CABLE MAY BE USED IN ALL INTERIOR AREAS. m LD LED DRIVER WITH 8"x8"x4" PULL BOX ELECTRICAL METALLIC TUBING (EMT) SHALL NOT BE USED IN DIRECT CONTACT WITH THE EARTH, IN CONCRETE SLABS, IN CONCRETE ® CL RGB CONTROLLER WALLS OR AREAS THAT ARE SUBJECT TO PHYSICAL DAMAGE. ALL HOMERUNS SHALL BE OF EMT, IMC, RGS OR MC CABLE, FLEXIBLE 0 STEEL CONDUITS SHALL BE USED FOR INDOOR FINAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT NOT TO EXCEED THREE FEET AND E] PB 10"x10"x4" PULL BOX RECESSED REMOVABLE FLUORESCENT LIGHT FIXTURES NOT TO EXCEED SIX FEET. PROVIDE LIQUID -TIGHT FLEXIBLE CONDUIT ON ALL WEATHER EXPOSED INSTALLATIONS. RACEWAYS UNDER SLAB -ON -GRADE SHALL BE SCHEDULE 40 PVC. TRANSITIONS FROM BELOW TO o EMERGENCY LIGHT, SLIMLINE ABOVE GRADE SHALL BE MADE WITH RGS ELBOWS WITH POLYETHYLENE TAPE, SPIRAL WRAPPED, AT LEAST 1/2" OVERLAP, WRAPPED ® EMERGENCY LIGHT, SLIMLINE TO PROVIDE DOUBLE THICKNESS. NO EXCEPTIONS, MOUNTED ON CEILING/ SOFFIT WHERE CONDUIT RACEWAYS ENTER OUTLET BOXES, JUNCTION BOXES, FIXTURES OR CABINETS, FIRMLY FASTEN IMC CONDUIT RACEWAYS vv vv EXIT SIGN W/ EMERGENCY LIGHT WITH DOUBLE LOCKNUTS AND BUSHINGS. USE SLIP-ON FITTINGS ON EMT CONDUIT RACEWAYS. FITTING SHOULDERS SHALL SEAT _ FIRMLY AGAINST THE BOX OR CABINET, WITH ONE LOCKNUT ON THE INSIDE OF BOXES AND CABINETS. USE SNAP -ON CONNECTORS RED LED EXIT SIGN ON CLEAR ACRY ON MC CABLE RACEWAYS. FIRMLY FASTEN CONDUIT TO THE BUILDING STRUCTURE. RUN EXPOSED CONDUITS PARALLEL TO THE BUILDING LINES, SUPPORTED BY APPROPRIATE HANGERS (UNISTRUT, THOMAS & BETTS, APPLETON OR EQUAL.) TWO TYPES OF EMERGENCY LIGHTS: COVER ALL METALLIC CONDUIT IN CONTACT WITH THE EARTH WITH POLYETHYLENE TAPE, SPIRAL WRAPPED, AT LEAST 1/2" OVERLAP (1) WITH BATTERY PACK FOR 90 MIN. WRAPPED TO PROVIDE DOUBLE THICKNESS. TAPE SHALL BE SCOTCH NO. 50. PVC CONDUIT AND DUCTS NOT UNDER BUILDINGS (2) WITH BATTERY PACK SHALL BE RUN A MINIMUM OF 18" BELOW GRADE, UNLESS OTHERWISE INDICATED, WITH THE EXCEPTION THAT CONDUIT BENDS LARGER THAN 1" IN DIAMETER SHALL BE MADE WITH GALVANIZED STEEL CONDUIT TREATED AS NOTED ABOVE, $OS OCCUPANT SENSOR, +48" AT TOP OF SWITCH PLATE PASSIVE INFRARED TYPE WIRING DEVICES: B WALL SWITCHES SHALL BE COMMERCIAL GRADE, AC SILENT TYPE SWITCH, 20A, 120 VOLTS. SPECIFICATION APPLIES TO SINGLE POLE SWITCH BANK, +48" AT TOP OF SWITCH PLATE SWITCHES, 3-WAY SWITCHES, OR 4-WAY SWITCHES. RECEPTACLES SHALL BE COMMERCIAL GRADE, DUPLEX TYPE, NEMA 5-20R, 20-AMPERE, 120-VOLT GROUNDED TYPE. SPECIAL THERMOSTAT, +48" AT TOP APPLICATION RECEPTACLE SHALL BE AS INDICATED ON PLANS, PROVIDE ISOLATED GROUND DUPLEX RECEPTACLE FOR DATA POWER, IF INDICATED. JUNCTION BOX GFI RECEPTACLES SHALL BE COMMERCIAL GRADE, DUPLEX, NEMA 5-20R, WEATHERPROOF RECEPTACLES SHALL BE COMMECIAL NIL NIGHT LIGHT GRADE, DUPLEX, NEMA 5-20R WITH GFI RECEPTACLE OUTLET. SP SPEAKER: SONY SS-153000, 9 7/16"x20 7/8"xl0 3/8", 14 Ib 5 oz. OWNER WILL PROVIDE SPEAKERS AND SWITCHES FOR SWITCHED DUPLEX RECEPTACLES SHOWN ON DRAWINGS SHALL SWITCH ONE RECEPTACLE ONLY, 12 GA WIRES. CONTRACTOR TO INSTAL SPEAKERS DEVICE PLATES SHALL BE SMOOTH NYLON, IVORY UNLESS NOTED OTHERWISE, & WIRES TO AUDIO SYSTEM. ATTACH SPEAKERS TO STRUCTURE/ DECK DEVICES SPECIFIED ABOVE ARE GENERAL RECOMMENDATIONS ONLY. CONTRACTOR MAY USE OTHER TYPES AND COLORS AS APPROVED WITH UNISTRUT FRAMES. BY THE OWNER OR ARCHITECT. LIGHTING FIXTURES: PROVIDE NEW LIGHTING FIXTURES, WIRED AND CONNECTED AS INDICATED. THE DRAWINGS INDICATE THE PROPOSED FIXTURES FOR EACH LOCATION. PROVIDE LAMPS FOR ALL FIXTURES. ALL H.I.D. LAMPS SHALL BE MADE BY THE SAME MANUFACTURER AND BE FROM THE SAME PRODUCTION RUN. VERIFY CEILING CONSTRUCTION BEFORE ORDERING RECESSED FIXTURES, PROVIDE PLASTER FRAMES AND HANGERS AS REQUIRED FIXTURE TYPES AND LOCATIONS SHALL BE VERIFIED WITH THE OWNER PRIOR TO ROUGH -IN SYMBOL LIST (NOT ALL SYMBOLS ARE USED) S SINGLE POLE SWITCH 0 +48" UNLESS NOTED Sabc , Ss SWITCH BANK, +48" AT TOP OF SWITCH PLATE S2 2 POLE SWITCH @ +48" UNLESS NOTED S3 3-WAY SWITCH 0 +48" UNLESS NOTED S4 4-WAY SWITCH @ +48" UNLESS NOTED So DIMMER SWITCH - SIZE AS REQUIRED @ +48" UNLESS NOTED Ss SWITCH SENSOR 0 +48" UNLESS NOTED SM MANUAL MOTOR STARTER ST TIME SWITCH SOS OCCUPANCY SENSOR, +48" AT TOP OF SWITCH PLATE SLv LOW VOLTAGE DIGITAL SWITCHES �- SINGLE RECEPTACLE @ +18" UNLESS NOTED DUPLEX RECEPTACLE 0 +18" UNLESS NOTED DOUBLE DUPLEX RECEPTACLE @ +18" UNLESS NOTED @-GFI GFI DUPLEX RECEPTACLE GFI GFI DOUBLE DUPLEX RECEPTACLE 0 +18" UNLESS NOTE CU FLUSH FLOOR (OR PEDESTAL) QUADRUPLEX RECEPTACLE DUPLEX RECEPTACLE - CEILING MOUNTED 0-1 SPECIAL RECEPTACLE 0 +18" UNLESS NOTED 1/2 SWITCHED RECEPTACLE @ +18" UNLESS NOTED a THERMOSTAT (BY MECHANICAL) MOTOR OUTLET EH TV OUTLET TELEPHONE OUTLET@ +18" UNLESS NOTED > DATA OUTLET Q +18" UNLESS NOTED COMBINATION TELEPHONE/DATA OUTLET @ +18" UNLESS NOTED DUCT DETECTOR ® SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD s PANELBOARD LIGHTING CONTROL PANEL Q JUNCTION BOX EIJ FUSED DISCONNECT SWITCH.- SIZE AS INDICATED Oj NON -FUSED DISCONNECT SWITCH.- SIZE AS INDICATED E; MECHANICAL EQUIPMENT CONNECTION, SEE SCHED. ON MECH. PLAN CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING OR EXPOSED -- — — ---- CONDUIT RUN BELOW FLOOR OR GRADE CONDUIT DOWN CONDUIT UP HOMERUN: TO PANEL A, CIRCUITS 1,3,5 HOMERUN BELOW FLOOR OR GRADE: TO PANEL A, CIRCUITS 1,3,5 A-1,3,5 E — EXISTING HOMERUN TO REMAIN x -- EXISTING HOMERUN TO BE REMOVED 1/2" - 2 #12 THHN/THWN UNLESS NOTED 1/2" -- 3 #12 DOES NOT INCLUDE GROUND 1/2" - 4 #12 WIRE. IF REQUIRED 3/4" - 5 #10 ADD CODE SIZE GROUND 3/4" - 6 #10 AND INSTALLATION. ABBREVIATIONS MECHANICAL AND ELECTRICAL COORDINATION: 1. ANY DEVICE WHICH CARRIES THE FULL LOAD CURRENT OF ELECTRICALLY DRIVEN MACHINERY, AS OPPOSED TO CONTROL OR A AMPERE HID HIGH INTENSITY DISCHARGE NSTRUMENTATION CURRENT IN THE HOLDING COIL, IS DEFINED AS A POWER CIRCUIT AND IS THE RESPONSIBILITY OF THE ELECTRICAL AC ALTERNATING CURRENT HOA HAND -OFF -AUTOMATIC REC RECEPTACLE CONTRACTOR. CONTROL AND INSTRUMENTATION CIRCUITS CONNECTING HOLDING COILS TO THE AUTOMATIC TEMPERATURE CONTROL A/C AIR CONDITIONING HP HORSEPOWER RMS ROOT MEAN SQUARE SYSTEM ARE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR, ADA AMERICAN DISABILITIES ACT ABOVE HIPS HIGH PRESSURE SODIUM AFF FINISHED FLOOR HVAC HEATING VENTILATING A/C - SHT SHEET 2. THE POWER CIRCUIT IS DEFINED AS ALL DEVICES NECESSARY TO OPERATE THE UNIT, AND AS ALL DEVICES REQUIRED BY CODE TO AFG ABOVE FINISHED GRADE HZ HERTZ CYCLES PER SECOND SPECS SPECIFICATIONS PROTECT AND SERVICE THE UNIT, INCLUDING BRANCH CIRCUIT PROTECTIVE DEVICES, FUSED AND UNFUSED DISCONNECTS, MAGNETIC AMP AMPERES, AMPERAGE SPST SINGLE POLE SINGLE THROW MOTOR STARTERS WITH RUNNING OVERLOAD AND SINGLE PHASING PROTECTION, AND MAGNETIC CONTACTORS. AWG AMERICAN WIRE GAUGE IMC INTERMEDIATE METAL CONDUIT STA STATION 3, THE CONTROL AND INSTRUMENTATION CIRCUIT IS DEFINED AS AL DEVICES NECESSARY TO INTERFACE THE ELECTRICAL POWER BC BARE COPPER J-BOX JUNCTION BOX TC TIME CLOCK CIRCUIT WITH THE AUTOMATIC TEMPERATURE CONTROL SYSTEM, INCLUDING CONDUIT, BOXES, CONDUIT FITTINGS, CONDUCTORS, TYP TYPICAL ELECTRIC AND PNEUMATIC SWITCHES, 'ELECTRIC AND PNEUMATIC RELAYS, AND PNEUMATIC TUBING. C CONDUIT LC LIGHTING CONTACTOR CB CIRCUIT BREAKER LL PROVIDED BY LANDLORD UG UNDERGROUND 4. OVERCURRENT PROTECTION OF HVAC EQUIPMENT MAY BE PROVIDED BY FUSES, STANDARD CIRCUIT BREAKERS OR CIRCUIT CO CONDUIT ONLY LTG LIGHTING LION UNLESS OTHERWISE NOTED BREAKERS LISTED FOR USE WITH HEATING, AIR CONDITIONING AND REFRIGERATION (HACK) EQUIPMENT. THE CONTRACTOR SHALL COMM COMMUNICATIONS MAX V VOLTAGE, VOLTS E, FOLLOW THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR THE TYPE AND SIZE OF OVERCURRENT PROTECTION SERVICES FOR CU COPPER MCC MAXIMUM MOTOR CONTROL CENTER VAC VOLTS ALTERNATING CURRENT VARIABLE ALL HVAC EQUIPMENT. DPDT DOUBLE POLE DOUBLE THROW MCB MAIN CONTROL BOARD VFD FREQUENCY DRIVE SAFETY SWITCHES: E EXISTING MCP MOTOR CIRCUIT PROTECTOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS, SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE, 600 OR 250-VOLT, WITH THE CONTRACTOR MIN MLO MINIMUM MAIN LUGS ONLY W WP WATTS, WIRE WEATHERPROOF NUMBER OF POLES REQUIRED. SAFETY SWITCHES FOR AIR CONDITIONING USE SHALL BE OF FUSIBLE TYPE WHERE RECOMMENDED BY EF EXHAUST FAN EQUIPMENT MANUFACTURER. THE SWITCH SHALL BE AS REQUIRED BY CODE AND AS INDICATED ON THE DRAWINGS. WHEN LOCATED EM EMERGENCY NC NORMALLY CLOSED XFMR TRANSFORMER OUTSIDE THE BUILDING, THE SWITCHES SHALL BE NEMA 3R. ALL SWITCHES SHALL BE LOCKABLE. EMT ELECTRICAL METALLIC TUBING ELECTRIC NEC NATIONAL ELECTRICAL CODE EHU HEATING UNIT ELECTRIC WATER NL NIGHT LIGHT 2#10 2 CONDUCTORS AT #10 AWG FUSES: EWC COOLER NO NORMALLY OPEN 3/C 3 CONDUCTORS PER CABLE FUSES SHALL BE OF THE SIZE AND RATING INDICATED ON THE DRAWINGS. ALL FUSES SHALL BE AS MANUFACTURED BY COOPER NPCO NEVADA POWER COMPANY (4)4"C 4 EACH 4 INCH CONDUITS BUSSMAN, OR BY COULD SHAWMUT. VERIFY FUSE AND SWITCH REQUIREMENTS FOR THE ACTUAL EQUIPMENT BEING SUPPLIED. FLA FULL LOAD AMPERES (NAMEPLATE) NIC NOT IN CONTRACT FBO FURNISHED BY OTHERS +18 " MOUNTING HEIGHTS ARE TO CENTERLINE OF MOTOR ANDZOR EQUIPMENT WIRING: FLC FULL LOAD CURRENT (NEC) OC ON CENTER DEVICE ABOVE FINISH FLOOR OR FINISH GRADE. ALL MOTORS SHALL BE WIRED TO CONFORM WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH APPLICABLE CODES. FURNISH FLUOR FLUORESCENT VERIFY EXACT MOUNTING HEIGHTS PER ADA NECESSARY MATERIALS, SUCH AS WIRES, CONDUITS, FITTINGS, ETC. REQUIRED BY THE SUPPLIER OF THE MOTOR DRIVEN EQUIPMENT. GFI PB PUSH BUTTON REQUIREMENTS. VERIFY EQUIPMENT LOCATIONS AND DIMENSIONS WITH THE TRADE SUPPLYING THE MOTOR OR EQUIPMENT BEFORE INSTALLING THE GRND GROUND FAULT INTERRUPTER PHOTTOCELL CONDUIT AND OUTLET OR JUNCTION BOX.SE GROUND PPC H E, (E) EXISTING PNL PANEL (R) REMOVE EXISTING GUARANTEE• PVC POLYVINYL CHLORIDE N NEW CONTRACTOR SHALL GUARANTEE ALL MATERIALS FURNISHED AND ALL WORKMANSHIP PERFORMED, FOR A PERIOD OF ONE YEAR FROM PRIOR TO COMMENCING WORK SHEET I N D E X THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER. ANY DEFECTS ARISING WITHIN THIS PERIOD THAT ARE THE RESULT OF MATERIALS FURNISHED AS PART OF THIS SECTION OR WORKMANSHIP PERFORMED HEREUNDER SHALL BE REPAIRED, REPLACED OR OTHERWISE MADE GOOD TO THE OWNER'S SATISFACTION IN ACCORDANCE WITH ACCEPTABLE INDUSTRY STANDARDS AND PRACTICE. 1. OBTAIN AND REVIEW ALL OTHER DRAWINGS INCLUDING REFLECTED CEILING SHEET NUMBER: SHEET NAME: BID SUBMITTAL ALL SUCH REPAIR OR REPLACEMENT OF DEFECTIVE WORK AND/OR MATERIALS SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE PLAN, INTERIOR AND EXTERIOR ELEVATIONS, FURNITURE PLANS AND ALL -- - OWNER. MIL WORK DRAWINGS, COORDINATE INSTALLATION OF ALL ELECTRICAL E1.Q ELECTRICAL GENERAL NOTES, SPECIFICATIONS, LEGEND • DEVICES AND EQUIPMENT PRIOR TO ROUGH -IN. AND DRAWING INDEX GENERAL SPECIFICATION NOTES AND CAUTION TO CONTRACTOR: E2.0 ELECTRICAL DEMOLITION PLAN • ALL DRAWINGS, SPECIFICATIONS, SCHEDULES AND OTHER RELATED DOCUMENTS ARE COMPLETE AND ACCURATE ACCORDING TO THE 2. OBTAIN SUBMITTAL AND SHOP DRAWINGS FROM ALL OTHER TRADES AND -- BEST KNOWLEDGE OF HE ENGINEER AND DESIGNER, THE CONTRACTOR SHALL VERIFY THE ACTUAL EQUIPMENT TO BE INSTALLED, COORDINATE YOUR INSTALLATION ACCORDINGLY. E2.1 POWER & AUXILIARY PLAN • INCLUDING ALL ELECTRICAL REQUIREMENTS, INSTALLATION REQUIREMENTS, CLEARANCES, ETC., AND SHALL COORDINATE ALL WORK WITH - - PLAN DRAWINGS PREPARED BY OTHERS. 3, INSTALLATION SHALL COMPLY WITH ALL CURRENT APPLICABLE CODES AND E2.2 LIGHTING GOVERNING AGENCIES HAVING JURISDICTION. E2.4 SITE ELECTRICAL PLAN • IN THE EVENT OF CONFLICT BETWEEN CONSTRUCTION DOCUMENTS, CODE ENFORCEMENT AUTHORITIES OR WITH WORK PERFORMED BY OTHER TRADES THAT ARISE AFTER CONSTRUCTION BEGINS, THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER IN WRITING 4. THOROUGHLY READ AND REVIEW ALL NOTES, SPECIFICATIONS, SYMBOL LISTS, E3.0 SINGLE LINE DIAGRAM AND SHALL REQUEST CLARIFICATION PRIOR TO CONTINUING WITH THE AFFECTED WORK OR ORDERING THE AFFECTED MATERIALS SCHEDULES, ETC. - - --- - AND/OR EQUIPMENT. THE CONTRACTOR MAY BE REQUIRED TO BEAR ALL COSTS, INCLUDING LIQUIDATED DAMAGES, ASSOCIATED WITH E3.1 TITLE 24 FORMS DELAYS IN RESOLVING CONFLICTS THAT ARE NOT BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. 5. YOU ARE RESPONSIBLE FOR A COMPLETE INSTALLATION IN ACCORDANCE WITH ALL DOCUMENTS. CONTACT YOUR PRIME CONTRACTOR FOR A COMPLETE SET OF DOCUMENTS. Baek You 09 Ah n Architect ARCHITECTURE • PLANf ING , INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax 650.5t18.�611 Nv�� E16741 Exp. 9- 30-14 TR�% 9/20/14 P EN�SO ENGINEERING 1821 JA�K RABBIT WAY LAS VEGAS, N EVADA 89128 (702) 860-7805 SEE A1.2 FOR FLOOD PROOFING NOTES w 1 t P.C. COMMENT§ 9-22-'14 k FOR PLANCHECK 06-24-14 NO. DESCRIPTION DATE PROJECT: SHOE PALACE 837 Marsh Street San Luis Obispo, CA 93401 DWG. TITLE ELECTRICAL GENERAL NOTES, SPECIFICATIONS LEGEND AND DRAWING INDEX NORTH: PROJ. NO: 1309 LE: NONE - -;1"p ' LUIS DWG. NO: J6 E ■ ■ i I 1 , Ii I iI III r i lII I � ff i I II I 1 GENERAL NOTES 3. DASHED LINES DENOTE EXISTING TO BE REMOVED AND LIGHT LINES DENOTE EXISTING TO REMAIN. 4. REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUITS AND 1. WHERE EXISTING CIRCUITING IS DISTURBED BY DEMOLITION WORK, CONTRACTOR SHALL WIRING, ETC. NOT BEING REUSED — DO NOT JUST ABANDON. REWORK AND/OR EXTEND CIRCUITING AS REQUIRED TO MAINTAIN CONTINUITY TO ALL REMAINING LOADS ON THE AFFECTED CIRCUITS. KEY N OTES 2. ALL EXISTING ELECTRICAL EQUIPMENT IN AREAS INDICATED ON PLAN SHALL BE REMOVED. ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL SUCH - -- ELECTRICAL DEVICES, EQUIPMENT, LIGHTING, ETC. COMPLETE WITH ASSOCIATE 1❑ DISCONNECT AND REMOVE EXISTING 200 AMP, 480/277 CONDUITS AND WIRING BACK FROM SOURCE AS REQUIRED TO ACCOMMODATE VOLT SUBPANEL ALONG WITH ALL FEEDER CONDUIT, DEMOLITION AND RECONSTRUCTION WORK. COORDINATE WITH GENERAL CONTRACTOR. WIRING AND ACCESSORIES BACK TO NEAREST SOURCE. THE CONTRACTOR IS HEREBY ADVISED THAT THESE DRAWINGS MAY NOT LOCATE ALL EXISTING WIRING AND/OR EQUIPMENT WHICH MUST BE REMOVED, REWORKED, 2❑ DISCONNECT AND REMOVE EXISTING TRANSFORMER ALONG WITH ALL FEEDER 75 KVA STEP DOWN CONDUIT, RELOCATED, ETC. TO ACCOMMODATE DEMOLITION AND RECONSTRUCTION WORK IN THE WIRING AND ACCESSORIES BACK TO NEAREST SOURCE. EXISTING BUILDING. WHERE POSSIBLE, MAJOR PORTIONS OF THE ELECTRICAL SYSTEM WHICH ARE OBVIOUSLY MAJOR WORK ITEMS HAVE BEEN SHOWN ON THE DRAWINGS DISCONNECT AND REMOVE EXISTING 200 AMP, �20/2os TO ASSIST CONTRACTOR ONLY. FIELD OBSERVATION OF THE EXISTING CONDITIONS VOLT SUBPANEL ALONG WITH ALL FEEDER CONDUIT, WILL GIVE THE CONTRACTOR THE MOST ACCURATE DETAIL AND BETTER WIRING AND ACCESSORIES BACK TO NEAREST SOURCE. UNDERSTANDING OF THE WORK INVOLVED. ., Baek Young Ahn Architect ARCHITECTURE • PLANNING • INTERIOR DESIGN 533 Airport Boulevard, SMite 388, Burlingame, California 94010 650.548.2610 Fax 650.648.2611 16 �of E16741 EXI) 9-30-14 leFcrR�cP., 9/29/14 PEN3* ENGINEERING 1821 jAgK LAS VEGAS, (702) 86I 0 RABBIT WAY N EVA[DA 891-28 -7805 P.C. COMMENTS 9-22-14 06-24-14 FOR PLANCI IEO1K NO. DESCRIPTION ( DATE PROJECT: SHOE PALAC-E r 837 Marsh Street San Luis Obispo, CA 93401 DWG. TITLE ELECTRICAL DEMOLITION PLAN NORTH; CALE r+ 0 1 /8" = 1'-0.1 1 /8" = 1'-011 Lf PROJ. NO: 1309 DWG. NO: 16 E2.O r , MECHANICAL EQUIPMENT ELECTRICAL PLAN € 9-22-14 FOR PLA� CHECK 06-24-14 NO. DESCRIPTION DATE PROJECT: SHOE PALACE 837 Marsh Street t San Lug r Obi spo, CA 93401 DWG. TITLE POWER &! AUXILIARY PLAN � I - P�. ,• z NORTH: yP v W ,J s? 'ir®1l 0SCALE: 1/8'' = 1 pQ PROJ. NO: 1309 DWG. NO: 16 rr A!) 01 — '-CP' SCHEDULE RELAY PANEL AND CIRCUIT NO. LOAD DESCRIPTION 1 H-1 LIGHTS - STOCKROOM 2 H-3 LIGHTS - HALLWAY/CORRIDOR 3 H-5 LIGHTS - STOCKROOM 4 H-7 LIGHTS - DISPLAY WINDOW 5 L-11 LIGHTS - RESTROOMS 6 L-13 LIGHTS - SALES 101 7 L-15 LIGHTS - SALES 101 8 L-17 LIGHTS - SALES 101 9 L-19 LIGHTS - SALES 101 10 L-21 LIGHTS - SALES 101 11 L-23 LIGHTS - SALES 101 12 L-25 LIGHTS - SALES 101 13 L-27 LIGHTS - SALES 101 14 L-29 LIGHTS - SALES 101 15 L-31 LIGHTS - SALES 101 16 L-1 SHOW WINDOW OUTLET 17 L-3 SHOW WINDOW OUTLET 18 L-5 SHOW WINDOW OUTLET 19 L-7 SHOW WINDOW OUTLET 20 L-9 SHOW WINDOW OUTLET 21 L-39 EXTERIOR SIGNAGE 22 L-41 EXTERIOR SIGNAGE 23 1-2-35 INTERIOR SIGNAGE 24 L2-7 SHOW WINDOW OUTLET L- 37 yyn6L. ,w,rL_ BATTERY PACK FOR 90 MIN l% t 4<7'-�"� \ _j I kA NORTH: PROD. NO: 1309 �SCA E: 1/8" 1'-0" DWG. NO: E — — SHOE PALAOE 837 Marsh Street San Luis Obispo, CA 93401 DWG. TITLE SITE ELECTRICAL PLAN 0 NEW SHEET x. NORTH: PROJ. NO: 1309 SCALE: 1/16" = 1'-0" DWG. NO: 16 32 E2■4 hi h : 1. i .,. , :'�. ,, �.: :. i i:. is ,. L, 1 ,....., .... .-. ,,:,V ..•... ,.: :... ( i f' 1, d Y PANEL 'H' SERVICE ENTRANCE SLIP-ON CIRCUIT BREAKERS VOLTS: 480Y/277 METER X BOLT -ON CIRCUIT BREAKERS PANEL AMP RATING: 400 X NEMA 1 ALUMINUM BUS MAIN BREAKER AMP RATI NG. MLO NEMA 3R X COPPER BUS MINIMUM KAIC: 42 X SURFACE MOUNT PHASE: _ 3 FLUSH MOUNT WIRE: 4 X HINGE DOOR NEUTRAL: FULL SIZE DOOR IN DOOR PANEL LOCATION SEE FLOOR PLAN_ GROUND: CU-SOLID X LATCH/LOCK DOOR CKT NO. CIRCUIT DESCRIPTION BKR SIZE LOAD TYPE LOADS VA LOADS VA LOAD TYPE BKR SIZE CIRCUIT DESCRIPTION CKT NO. A B C A B C 1 102A STOCKROOM 20/1 L 1755 I l 1300 17300 ML 7013 CH-1 (CHILLER) 2 3 HALLWAY/CORRIDOR 20/1 L 17300 5817 ML 4 6 5 102 STOCKROOM 20/1 L 3510 17300 ML 7 DISPLAY WINDOW 20/1 L 1040 720 M 3013 AH-1 (AIR HANDLER) 8 EXISTING ROOFTOP HVAC EXHAUST FAN 15/3 M 5817 M 10 119 M 720 5817 M 12 13 M 720 720 - 720 720 720 720 720 720 720 720 L 942 942 M 1513 2011 P-1 (PUMP) 1 SPARE 14 15 EXISTING ROOFTOP HVAC EXHAUST FAN 1513 M M 16 17 M 942 M 18 20 19 M _ 21 EXISTING ROOFTOP HVAC EXHAUST FAN 1513 M 2011 SPARE 22 23 M 2011 2011 SPARE SPARE 24 26 25 M 27 EXISTING ROOFTOP HVAC EXHAUST FAN 1 15/3 M 2011 SPARE 28 29 31 M 20/1 SPARE 30 M SPACE 32 33 SPACE SPACE 34 35 SPACE SPACE SPACE 36 38 37 PANEL 'L' VIA XFMR 71' 175/3 F 26610 1 27557-1 39 F SPACE 40 41 F 1 26100 ISPACE 42 32285 31737 TOTAL LOAD PER PHASEI 56344 55796 TOTAL PANEL LOAD (W/O DEMAND) 168689 TOTAL PANEL LOAD W/ DEMAND 183565 1 32490 56549 24059 24059 1 24059 99% BALANCE TOTAL PANEL DEMAND AMPS = 221 ABBREVIATIONS: F=FIXED EQUIPMENT, L=LIGHTING LOAD, M=MOTOR LOAD; ML=LARGEST MOTOR LOAD, R=RECEPTACLE LOAD PANEL L SERVICE ENTRANCE SLIP-ON CIRCUIT BREAKERS VOLTS;- --_--- - 208Y1120 - -- - _ tv>=(ER _ _-_....._ _.X... BOLT ON CIRCUIT BREAKERS PANEL AMP RATING: 400 X NEMA 1 ALUMI NUM BUS MAIN BREAKER AMP RATING m m.- - - - - 350/3 [EMA 3R - -- _.__...._ _. .».__ X COPPFtBUS MINIMUM KAIC: 22 X SURFACE MOUNT ..... X - _ PftOV1DE FEED-THRU LUGS PHASE: 3 FLUSH MOUNT WIRE: 4 X HINGE DOOR NEUTRAL: FULL SIZE DOOR IN DOOR PANEL LOCATION SEE FLOOR PLAN GROUND: CU-SOLI D X LATCH/LOCK DOOR CKT BKR LOAD LOADS VA LOADS VA LOAD BKR CKT A B C A B C IO CIRCUIT DESCRIPTION SIZE TYPE TYPE SIZE CIRCUIT DESCRIPTION NO. 1 SHOW WINDOW RECEP 2011 R 1500 E `` 500 _ fE :':a' 500 .,..:}17. R 20/1 REC.—TEL. BOARD REC.-DVR/ALARM 2 4 3 SHOW WINDOW RECEP 20/1 R I'; 'ills 1500 SHOW W1ND(W RECEP 20/1 R -» is #Ift 1500 f17a 500 R 20/1 REC: DVDlSTEREO 6 7 SHOW WINDOW RECEP 20/1 R 1500 :::1, :........._ ;,,;;:'.,`.:»» "'» 1440Im"Emol''` ..>:.:: 1!f` :; R 20/1 -.,_,.... - GENERAL USE RECEPS 8 9 SHOW WINDOW RECEP 20/1 R _I !df` ````: ' : 1500 MO "` \\ 1440 `.'• R 20/1 GENERAL USE RECEPS 10 11 RESTROOIviS LTS/RECSIEFS _... 20l i L }'':"::::: 500 #r ` � � «:::.:, 1440 R 2011 GENERAL USE RECEPS 12 13 101 SALES LIGHTS 20/1 L 500 ,:..:<:»,;:::» <>r �<>> ' 11 1440 :::::.: ;' :: ;;;; �>;:11 1080 1.6 ': `,'' R 20f1 ---- _._ GENERAL USE RECEPS 14 15 101. SALES LIGHTS 2011 ...L tl 500 >,>'.:: # # 7 R 20/1 GENERAL USE RECEP 16 17 101 SALES LIGHTS 20/1 L 500r .X. 1440 R 20/1 .................... mm GENERAL USE RECEPS 18 19 101 SALES LIGHTS 20/1 L 450. R 2011 GENERAL USE RECEPS 20 21 101 SALES LIGHTS 20/1 L ;::;:�,.,, �. 450 " •1#�tf�`�=; 1440 `NNI . `� R 2011 GENERAL USE RECEPS 22 23 101 SALES LIGHTS — 20/1 L ':- 450f 1440 R 20/1 GENERAL USE RECEPS 24 25 101 SALES LIGHTS 20l1 L 450 » :.:,: '. IN#l' . :'.1' 1440{`\ 1440 ,` R 2011 GENERAL USE RECEPS 26 27 101 SALES LIGHTS 20/1 L `;:...777 400 • # ,`\ R 2011 GENERAL USE RECEPS 28 29 101 SALES LIGHTS 20/1 L OW >»: 450 1 N',. 1440 R 2011 IGENERAL USE RECEPS 30 31 101 SALES LIGHTS 201.1 L 70 >I«€ € .'::� 1440 '`` ``�' € \, .,. R 2011 G ENERAL USE RECEPS 32 33 GENERAL USE RECEPS 1 2011 R•''," 360 77 1>> . ,..: ; `» :::� 1440 :: R 2011 GENERAL USER C RECEPS 34 35 FIRE ALARM CONTROL PANEL 20/1 F "'`a;;;;: C\ :;;;;'' ;; F0: 200 "'»" », , _���,�� N �#af��,; 1440» R 20i1 GENERAL USE RECEPS 36 37 LTG CNTL PNL'LCP' 20/1 F I 200 ;;11I �;''' `_ 1440 ::;`:```\ 1440 ' ", R 2011 GENERAL USE RECEPS 38 39 EXTERIOR SIGNAGE 2011 F :77#77l 1200 '' `" �� � , 20f1 GENERAL USE RECEPS 40 41 EXTERIOR 51GNAGE 2011 F I«>€€><<1'. `<«' , 1200 7I »»..>;;> 'E 1440 R 2011 GENERAL USE RECEPS 42 4670 5910 4800 9140 1 8780 9140 - SUBTOTAL 13810 14690 13940 95°Io BALANCE TOTAL PANEL DEMAND AMPS = 226 TOTAL LOAD PER PHASE PANEL L2 12800 12867 12160 TOTAL LOAD PER PHASE PANEL L 26610 27557 26100 TOTAL PANEL LOAD (W/O DEMAND) 80267 ABBREVIATIONS: F=FIXED EQUIPMENT, L=LIGHTING LOAD, M=MOTOR LOAD, ML=LARGEST MOTOR LOAD, R=RECEPTACLE LOAD, K=KITCHEN LOAD PANEL L2 SERVICE ENTRANCE SLIP-ON CIRCUIT BREAKERS VOLTS: 208Y!`120 METER. - X BOLT -ON CIRCUIT BREAKERS PANEL AMP RATING: 400 X NEMA 1 ALUMINUM BUS MAIN BREAKERANIP RATING: MLO NEMA 3R X COPPER BUS MINIMUM KAIC: 22 X SURFACE MOUNT - PHASE: 3 IFLUSH MOUNT WI RE: 4 X HINGE DOOR NEUTRAL: FULL SIZE DOOR IN DOOR PANEL LOCATION SEE FLOOR PLAN GROUND: CU-SOLID X - LATCI—VLOCK DOOR CKT NO. CIRCUITDESCRIPTION BKR SIZE LOAD TYPE LOADS N LOADS VA LOAD TYPE BKR SIZE CIRCUIT DESCRIPTON CKT NO, A B C A B G 1 U GHT BOXES 20/1 F 400 M .::, #t1'f :;:; 500 ,....;. •�:'::<<:,:« F 2011 BOILER B-1 2 3 Li GHT BOXES 20/1 F \ 400 f >{ �tt� `::»:��;��;.;. 1127 1�1L 20.1 PUI!.�1P P-2 4 5 Ll GHT BOXES 011 F \\ \ » \ ~•\, # \.: 300 a 2080 `> 360 R 2011 MAINTENANCE RECEPS 6. 7 SH0'vv WINDOW RECEP 20/1 R 1500 IN \ 0fid \ #3 >;'>;`<'1 2080 ' ;�:",�,1;: F F 30/2 WH-1 3 10 9 SHOW WINDOW RECEP 2011 R :; " �„'. 1500 ` 11 SHOW WINDOW RECEP 2011 R 111 N ` `# , 1500 I'll 2080 F 1012 �WH-2 12 14 13 SHOW WINDOW RECEP 20M R 1500 �333����k�``� \», 2080 : • Jf;f `` `\,:'\: W0 „ �����` E F 15 SHC)U1/ WINDOW RECEP 20/'1 R 1500 :. a I= R 2011 CASHWRAP RECEP 16 17 SHOW WIDOW RECEP 2011 R aR#R `::' :..,.....'..,..:.. \ 1800r\\\.:;:»,. ' `\ 360 R 2C411 CASHWRAP RECEP 1$ 19 SHOLh/JiNdOW RECEP_ 201`1 R 1500 ...... «,,,,. »I' :`7 "`:; 600 »», ° 21 SHOW '0JI NDO1.,V RECEPts _0rI R :"3 \ 1a00 ';;:' ;, %4 2 _0/1 FIRE/SMOKEDAI,:IPEIRS 22 23 SI-ICaG1 WINdt9W RECEP 2011 R 1500 . 1�00 F 011 BLADE SIGN 24 t r5 SHOW 1 4 H VJ WINDOW RECEP a >_0i1 R 1500 \ :�» a::��,:::::;;.' Q"' rl : „ � ,� „��33' 200 i :: $ t ` _::����#' _ � F a 20,1 r TEMPERATURE CNTL PANEL 26 27 SHOW WINDOW RECEP 20i'l R _.:_` `' '1500 500 �; . ;: L 20/1 NIEC�lAN1CAL R(Ll I-IGFITS (E)28 29 GENERAL USE RECEPS 20/1 R 10 ,» , 31 GENERAL USE RECEPS 2011 R 1080 1 ` \ 2011 ' SPARE 32 33 GENERAL USE RECEPS 2011 R 724 r::; .;::.�i1 ". 20f 1 SPARE 34 35 INTERIOR SIGNAGE 20/1 F 200 \\ .<, "#� ..... 2011 SPARE 36 37 LI GHT 60X 20/1 F 100 �» �`a�p `� 3�df \ �� � as€f73�` " \\� ,", � ,,: 2011 SPARE 38 39 GENERAL USE RECEPS 2011 R " `� �� 1080 t r� � #t��;,»» ,»::. ��;�"~ � «„ :<t£.ia�:g�,,.:. 20,11 SPARE 40 41 GENERAL USE RECEPS 2011 R �....... 73} 1060 2011 SPARE 42 - 7580 €200 8160 5220 4667 4000 TOTAL LOAD PER PHASE 12300 12867 12160 5° BALANCE TOTAL PANEL DEMAND AMPS = 88 TOTAL PANEL LOAD (W/O DEiVIAND)37827 ABBREVIATIONS, F=FIXED EQUIPMENT, L=LIGHTiI G LOAD, Iv1=MOTOR LOAD, ML=LARGEST MOTOR LOAD, R--RECEPTACLE LOAD, K=KITCHEN LOAD LOW VOLTAGE DIAGRAM KEY NOTES El TELEPHONE/CABLE COMPANY SERVICE ENTRANCE FEED. COORDINATE EXACT REQUIREMENTS WITH OWNER/OWNER'S REPRESENTATIVE AND TELEPHONE UTILITY PROVIDER PRIOR TO ROUGH -IN, 27 PROVIDE "66" TERMINAL BLOCK ON FIRE RATED PLYWOOD BACKBOARD (3/4" THICK). 3❑ PROVIDE 2" CONDUIT W/ (3) CAT 5E CABLES FROM DEMARCATION POINT TO INDICATED VESTIBULE LOCATION. CONDUIT AS REQUIRED PER JURISDICTION. 4❑ PROVIDE CAT 5E DUAL TELE/DATA OUTLET FOR DSL AND FAX. PROVIDE CAT 5E SINGLE TELE/DATA OUTLET. PROVIDE 2" CONDUIT OVERHEAD IN CEILING SPACE W/ (3) CAT 5E CABLES & 1" CONDUIT FOR TEL W/ PULL CHORD. PROVIDE CAT 5E DUAL TELE/DATA OUTLET FOR DSL AND FAX, PROVIDE CAT 5E SINGLE TELE/DATA OUTLET, Mew 20011111MI♦ NOTE CONTRACTOR TO VERIFY CONDUIT SIZES AND WIRES IN FIELD, AND UPGRADE EXISTING CONDUITS AND WIRES PER THE SINGLE LINE DIAGRAM AT NO EXTRA COST TO THE OWNER. THE DESIGN PROFESSIONAL HAS PERFORMED ALL THE REQUIRED VOLTAGE DROP CALCULATIONS FOR ALL BRANCH CIRCUITS AND FEEDERS PER THE 2008 NATIONAL ELECTRICAL CODE, ARTICLE 210.19(A)(1) FPN NO. 4. THE DESIGN PROFESSIONAL HAS PERFORMED ALL THE REQUIRED SHORT CIRCUIT CALCULATIONS AND THE AIC RATING INDICATED FOR EACH DEVICE IS ADEQUATE TO PROTECT THE EQUIPMENT AND THE ELECTRICAL SYSTEM. GENERAL NOTES: 1❑ BASE BID: EXISTING. ALTERNATE: REPLACE TO MATCH EXISTING IF NOT SUFFICIENT OR IN ACCEPTABLE WORKING CONDITION. FYICTIRIf_` IITII ITY r`rIAAPAKIY SERVICE GROUNDING NO SCALE EXIST SWBD 'MS' LOAD SUMMARY EXISTING LOAD 'MS' 300 AMPS CAD 480V, 3PH NEW LOAD (PANEL 'H') t 221 AMPS CAD 480V, 3PH NEW TOTAL LOAD 521 AMPS 0 48OV, 3PH THEREFORE, THERE IS SUFFICIENT CAPACITY FOR THE ADDITIONAL LOAD. GENERAL CIRCUITING NOTES 1. ALL FIXTURES AND EQUIPMENT SHALL BE CIRCUITED TO PANEL INDICATED, UON. 2. ALL WIRING SHALL BE IN APPROVED RACEWAY. 3. WIRE SIZE SHALL BE MINIMUM #12 AWG, THWN SOLID COPPER UNLESS OTHERWISE NOTED. PROV IDE GROUND WIRE WHERE REQUIRED BY CODE. INCREASE WIRE SIZE TO COMPENSATE FOR VOLTAGE DROP WHERE TOTAL LENGTH OF ANY BRANCH EXCEEDS 100 FEET. 4. WIRE SIZE SHALL NOT BE LESS THAN CORRESPONDING CIRCUIT BREAKER RATING AS REQUIRED BY CODE. 5, MAXIMUM NUMBER OF M UNGROUNDED WIRES IN ANY CONDUIT SHALL BE THREE. ADDITIONAL WIRES ARE ACCEPTABLE IF WIRE SIZE IS INCREASED TO ALLOW FOR DERATING PER CODE. PROVIDE ADDITIONAL WIRES FOR SWITCHING AS REQUIRED. 6. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 7. VERIFY MOUNTING AND LOCATION OF ALL FIXTURES AND OUTLETS WITH OWNER/OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION, 8. PROVIDE ALL EMPTY CONDUITS WITH PULLSTRING. .„ 9. PROVIDE CONSTANT UNSWITCHED HOT LEG TO ALL LIGHTS WITH EMERGENCY BATT RY PACKS — AND ALL LIGHTED EXIT SIGNS, j Lo A t� 2 #. Back ARCHITECTUIRE 533 Airport Boylevard, 650.548.2610 Young Ahn Architect • PLANNING • INTERIOR DESIGN Suite 388, Burlingame, California 94010 [ax 650.548.2611 N0: El6741 Exp. 9-30-14 s<1*OrR�GPyP qrF of CA01 9/27/14 ENGINEERING L�4S (702) I EN O 1821 JACK RABBIT WAY VECAS, NEVADA 89128 860-7805 COMMENTS 9-22-14 PLANCHECK 06-24-14 CRIPTION DATE _F P.C! FOR NO. DESK PROJECT: SHOE RALACE R-17 Mnlr_h Sfrppf San Luis Obispo, -CA 93401 DWG. TITLE SINGLE LINE DIAGRAM NORTH: PROJ. NO: 1309 I, 1 etia C j . 1` SCA E: N I NE DWG. NO: i-,�`- c ;`.` 1✓L 0 8 16 E3 0 I— ,J� I U ■ v INDOOR LIGHTING POWER ALLOWANCE t rC�-"'U?NeytLcd L.F.r(3r} CA FQP 1Ef i R f 3793 6937 kEA dAT GORY METHOD ; G -- Part B Additional L :! U €� Wattage fracas Table 146-P F Footnotes F ...........................iA�dltlani l ._ _ I € —.-................. ...... ....................................... I t`�LL�'.�';'�'G l} i i wlt[ss € i iiVztf.. ge E Total V ATT + r€r ary Per fl- 15Ai L;wance Descriptions and Quantity of spe ci:ii Design s kSrnaller of 1T.,,t S� A. L.o --- T'dS , � CF'n M»w 3 TOTALS �-- Enter into )Area Caiegory Method - Part A (table. above)' Additional watts available Only When allovVed according to the footnotes on bottorn of Table 14i -F for chandelier or Sconce; art, craft, =;embi:y or imanufacturing specialized task work; precision commerciaV industrial work; or lab sped alized task work: Special luminaires are light fixtures deswribed in the Table -146-F Footnotes that, are subject to an additional wattage allowance. The indoor lighting power a lowance using the Tailored Method of compliance shall be determined uaing the LTC--4C set Of forms, A separate set of LTO-40 farms shall be filled olat for CONDITIONED and UNCCPNDtTIONED w•'?dGG� - ............................................ _.. __.,---- . .......... - -............................................................................_ - .......... 2000 Cool plja a.no F ni13 August 2u09 LIGHTING MANDATQRY MEASURES - BUILDING UGHTiNG SHUT-QE THE BUILt3N1 '.- Ul HTlN('s .$HU_r OFF SY,3T_0,1 'HALL C(:.A5I: TS OF AN' AUTS1Ft5!',,THfr TIME „*17,1. 1,. '?`ITT A 'ZONE FUN: EA :H FLt.',=< MZBEK 9 FOR BLULDING UGHnKG SHUT—_QEE THE AUTa'wHAT1(. l > IIL, Iltt, HUT -OFF .aY;aTEti,4 FaH.ALL BE '1' r;1 IftE1) ';'eITH ?5 At ; Er�SIDLE 0,t 4l`w!E '_; awITcH IN 5,1QHT OF LI',:HT,'�. THE AREA QF N,)T T7 Ekr,EE>i,00'"? S ARE FEET AUTOMA-BQ OMTRQL DE&ES CERTIFED i •• 1 KLL r,::ITE_a�;f>>'n11L �rpx�,>IT,fjL ;r�,?EvIi.,ES .��F'ECIFIEL. xPtE �:'EI�l1FlEC;; ALL .aLTE:s:NA`TE E„jIF.r:Ei>iT iHPtLL �sE ,.,E)'fTIFIE.. ANO, I}�"TuLLED ;5.S 01I--:EC:TE,,F Oi3 ` THE-Y,ANI. FAQT)RDtie R-11C $E sC:ENT AAUAgT ,4Nh 1 6ImIlIb INI t'.F't*+f'i RED ALL FL - iE` CENT FIxTI)),Ew »U`_JE;:•T TO :.E>'j:T1FIL:f+.TI ON AND f'fEf`.IFIErr FOCI THE PROjECT ARE CEr2TIFiEJ IND11d rAIAL ROCUIAREA r ONTROL' AREA x : ) SEPARATE Y� t 6 ,,:., . t ...rep E�:t�H 1: ±r��I.i �P>I1:3 ,.vdE,!�! IN THIS :i3�ilL�lt�€f> IS Ei:3Ll'IY'FE:Lt +Pr1TH :�, �Et".:,,....TE �ptlTs_.:H ;_1� .._IL1F.�.:IT..Y wEs�_r.Y)a DEVICE Five{: LACH A'RE� A 'WITH FLOI,)?s TO k. EILI`30 iYALL$. ALL k I.fiFS AREAS � C� TEr� THAN 9ft_e »...;?E FEET �L .hi.iE THAN' :,v WATTS Ef� _ Q.P:E F;,f T L;F LI_H INL.ha SHALL BE _7l_LLED WITH x,»L11 -LEVEL .IrHlNrG, F.i L lFMx,i tELUCT1vPOF LItHT1P. 'WITHIN THERCX>., .r TATE f #<'.aAk !FC,1RM A CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION CHECKLIST F».EC.•LT..,-10 wviSed L,PAa, C AtiFC RMA I WIN` .......... .... - - -------- MANDATORY LIGHTING CONTROLS _ FIELD INSPECTION ENERGY Field .CHECKLIST Inspector Number,I Peas i I � i_YPe CJeSCt#pt,Un of LirtltS _ l UE.itI{in i)1 S{ii ding I s .r.� Fail -- T .' I ij I w _ .._.-..._.....__......_..._........................... . . .. - ... ......, ,. _ , ......... ....... ...... ........................ n n .................... ........ ---. --..... _--------------____.. ---------------------- 0 LI _........................... ......................... ..............»._..,..............._...._.._. ! ! ' CI I Cl 1 ...................._.................'--------- 2008 Nonresidential Compliance FoRn August 2009 STATE OF C;l #FC`RNIA CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION CHECKLIST F : CALIFGRyf,+t twPt;ni�C}Y {:c7„ditft:: lGN L R t7d6C, _) G, t i, trtav+ ! . i f}Lirf• ). - ---------------------- CERTIFICATE OF COMPLIANCE (Page 4 of 4) LTGm1 Project Nat e: I tJata: tfG I'/i C,i i'F Conditioned and Unconditionod space Lighting mint not be combined for compliance - lndotsr LacJh :n P�vrear fear Conditioned Spaces Indoor Lighting Pourer for Unconditioned aces ir�fact VVratts Installed Lighting- - Installed Li+ijhtinlg - fronn Conditioned LTG-1 C Pa # 2) ' i 1 � J 6' (from Unconditioned LTG-1 C Page 2) t,:ightitig 0oritraI Credit Litgh inrd Coil troI C edit c Unconditioned Spaces ifrorn LTG-2C Ct�ri�iltl,snvtl .ztac.t.0 (frQr�n L�"t�-2C } , p ) ......... ...... -_._---.--,__ .. - Adlusted Installed 11 i 6 T Adjusted installed .:er ! r t � t G� rca E last P i U hiin Pcsui r Li ht o r Complies 'f Installeds Allowed Complies if Installed Alla!j � T 16937 : : Allowed LI tTtinc PCSY+O. r�,litr�tod Lit}h.frtg l`Ower � d I i;i Conditioned Ssous frrPYTI LTC-3G} � j tJnccdY�Pd1,=.+artOd Spaces (from L i C,-3C) € Required Acceptance Tests Designer: •s r e y f .: r ,gricr ..,.r . ' a to h 'plans,1 i 3 � - ijj¢a .E?; H F' 7r,E' t ci fi7f'tfEr': t:ll'fjtiF)i ' ,7 atr3frr. This Iorrt) r,. to be used by t to fes);,n»r Oita afta:, reC ,c f � d des-,` x: :`� tt t,` c, t 'ac-, :f' ptry>o p, bol i -'1' i'' helmi. tY r -t ' GTG•?,A and L7'�^;31�. l,3>? 08,.. , raP.rtS d.• i,fre(. i7 .lreGls ,Its' dU.Etit� TG� .,.SFS i:flC{ 1€,f .?.I GC7t7_ ,15 £f,..fGf:S ,§;FJfJit the �J l Q`!S3 0 9jJ GG .7 � .i shall be rerli ied as meeting the Atueptance Re_}?IlrrrTpf N for cods" Ccrnpfiz'trtce: ll Pit{ €hr lic�r!iinr, �y5t{irii c F' F;'ra{)tr4f ref a £3rta%t ,y �e (e(j Ines a to of fist thre different )ryr trrrg inn the nurnber of;aysre: its, The NAT �a&Gfi Jn rn the /!Ppon fix ctt`Ilie rlolarest€tenfl Yt Refert nc3 ArtpondiQr ,s Manu�jl describes ?11c` test. Since t(ifS f4r:F2.vvill to part ofthe iJ/cans, compieu0n of `his seaiofi ivifl i3Vmv °)`1F: responsicto p w'ty to buofget for the scope of wa;rk apergpriatvly. Forms can be grouped by tripe of t-r,minaire controlled. Enforcement Agency: Systems Acceptance, Sefote 0couperrr(,y Permit is granted for ar space ar xhen ever Franc, lighting system vv"th ccrttfohf is iVq,.vQPd in, this .bur' ng ar spa ,e shaff be GerfiTied as tneeting thr> Acc pt oco ReequiranleWs, 77ie LTG-2A and L'trG-3A4 f0mis tiro not considered a co',T, ntt foft:ra and are (?rat to.bt; uco.pl oil by .he 0 forcw:}mcaf igenuy ur!ess the boxes ,are dwckod air/for filled acid -$ie ned In acklitio)a, a CCrtaficata of ft,ceptzginu forms, shatt be se bmiltpd 1.0 theerlfs�r aFPtr�fit -3gu v, that c e tis e,: p .lydd,:.`sGl`u'C.tfSG'Jt(Gr!_:, :+':statt„t ion cprt&cites, gad ooefaling and niaiml?oance wfbirrlahon meat the (�!F7iffrr'Irlet2ts of § 9 i S (hi x l Ftu ? l l art d ; fire fief") r r;,pr ctor must recoiv the, propotfy fifre d dirt and signed fortis before the bui,161Mg can t r.'1 . '-'•r' ,i_ n '•r' h;P LT -2!� "iPd LT '-3i fist "'a'fr Clef!@r "r1 iit`f1 inn /uminairo control(s) inn t be provided to tfte. o. , f frrY ?t tf as r y A r rtpy oaf t C d O u� , e t ,, f 1) Av 41,in: ,, F ,r 4a r�::• :) ;fir Lumina!res Controlled LTG-2A anti 3A -Controls and Equipment Requiring Teatita Description a ,q Z =.0 Location I Sensors and Automatic I Daylighting Controls Acca stance .,_----.............. _., - ...., El O LO _ _ _. _ . - _ _ ........_..... _.......... - - C7 tJ .................. -....... -...... ----------- ------..._...._---------------•-----•------------•----•-_. -------- ............... El 2008 Nunresiden iai C tarr)plr'iance Form August 2009 ATE OF CALIFORNIA CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION CHECKLIST GECrLTG, �Q (R.e iserl Mc;.'L IF.,AIvA P1 IERGy rny.tAf_ :il4 ` CERTIFICATE OF COMPLIANCE: (Page `l of 4) LTG-1 C Project INamew Date: Project Address Ciirrtnle zcane 0 i'l? r-1 " i 7: 13835 t Ut1CUnG..a� € 33 d ' General Information Building Type: 91 Noaresiden-liral E] t€igh-Rise Residential 0 t•iotelimotel _. ...... ___....... i�sioratabile Public �, Schools � L9 C'f:ridltlu:l4?d Spaces 0 � InGi7nditErlE1P.G'+ CpaCf?3 Phase of C€nstwellon: C7 Nevv Construction 0 Addition f4 Alteration trtethssd of Gonlpl# i#1Ca': 11 Col plate Building AFea G'a ill 90 , 0 Taiiored Doc umentatran Authors Declaration Statement l ...,f :l f}+ :f I t .t,#S CE?ttt:,E,G:tL' 3� C.Garll3l€afIGG tjf3<,{l,�#P,r3t�t3GfE I,. 3CCC7r�t� Fi)":d ^.C}=-E �i nature: 1J .-.. H! T -- Company i�a///f i n � Address " �, n tt .r, i cn , r P. r Y a ,t " 1F tf)p:ica€ste: >w. E ri rf ` (i W f"?L fY V tsf;tatelzip f horla: Principal Lighting.s1Ter s Declaration St;xtirrTaent a I afn eligible undrar Dias; km a of the California BU aiiif35s and PrtJessions Code to accept responsibility for ille lighting deSigY,. m This Cert#ficpfr of Carriidiarlc identifies the ligiifing fr3ryt#.ires artr3 perforrri a c's speci6£atiuns required for compliance with 'Title 24, Pages I and e of the ,;alif{rrnia Code of Ragulatrons. K it g Ti7E"fr': #£ja1 f :':tiJ,E' represented tirt this Certificate ate of 4%GPPtj3i1 ante dfe consistent With tttL' €rlfUrfTlati011 p E7L1C1¢vd to dUGE1YiTe31t tF 'P t ri on theolher applicable GCrnIf rC forms, vG(�a GGts, ,i. .a lv and SiGG-£ it- r4 SUbY'ctEd t} t U !_'nf0F0XT1ol1t agency for approval Lvith this i;uildinq pernTft aoplica on, Name: i 5ie) aii)rP: f f N. s< I.ds,�T t�d7 .._........"--'-'--......_....... .__ .. ....................... ,.tea e�t.r" .. ,fir+ o s. fr � License � t`Pi citylstat>=0p: f, ,firr✓f/rfj77 Lighting Mandatory Measures Indicate location or' btididinsd plena of Priartdatary Ninasures Note Slnck, LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if %vorksheet is included) For detaifed instructions on Y70 u-10 of this and u f E f1ciefluy �;tarFdards Gov1priance fat F43, Please ref�-F to Ifle MonrSidentfaf Maoual r ublishcd 93 LTG-'>C Mayes E through d Cerli11c;a1e of Crmpiisnre All Pages required on plans for all subn-;it`,aIs, CT LTC--2.0 Lighting Controls Credit vdar�shaat LFG-3c Indoor Lightiiltg Pobver Ailo4t rote 0 LTG-4C Pages th(out;h 4 Tailored Method Workshee t CI LTG-5C Pages I and 2 Unf) Voltage Track Lighting Workshouit 2006 Nonresidential Compliance Form Avgust 2009 STATE OF CALlydRNIA, CERTIFICATE OF COMPLIANCE AND MELD INSPECTION CHECKLIST C:'EC'LTGAC iRevisa:c9 uYl:S]f3) C:ALIr:ORititT.^'».rdi<:'ti.Qy [GUMisi 3 e CERTIFICATE OF COMPLIANCE (Page 2 of 4) LTGAC INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Prnjart Name: Date: nt,,Eltd F,y,i Installation Certificate, LTG-1 INST {Rein a f~opp and Verify farm is completed and Field Inspector Certificates of Acceptance, _ , : , , , copy v form L`fG 2A artf� L,TG 3A �2ct�tErf a �n and Yeti( f3iY. is I , { aY Y � I In EI Field Inspector CY]I'F: €eted Sri( 3 iNd.`) ' A separate Lrglatrrag Schedule Must Oe Filled Out tor Conditioned and Un{ orditionec! ,pace:_ installer Lighting tower listed on this Lighting Schedule is only for Eff CONDITIONED SPACE 0 UNCONDITIONED BRACE lTFo actual IncbOr !drf g power listed below includes of drrraliel farmar?tt arJ# artaalo lchfrng systonns in accordafiwe t,dtkr 1 tti e, l EI tart for offices: 1 P try the first Q2 watts per s care foot v ortahle fighting shall not be rec uirled to be included io Y a- fir. g R 9�_ i ,1Calculation Qr � sf J.., to indoor � xt - r 1" t� ,, ,i t c o L fr i- T aa, r f F r :• r' ', c- �. � i _z 14�a ttt artaiat., � f r?�f � t � � � as �, rrj _icoort+rsnt � �ltl"t , 7� � Y ,e t o to � a) t p F � ,'i: htdngi in excess of 0.2 t -acts per uwe toot is totaled betow, Luirninalre Schedule (Type, Lamps, Installed Watts Ballasts 1 _ A C IO E F C H _ � Feld , I i i I I How wet"w"o was 1 inspector l - defernlf bed » 1 e I l A,.t,xdita Complete LumirfFir€? Description .� t ; s ' U`Ef ,c Dsfault arnp rloorescet trr#.rl i F3`2T,3, one dirmnable eloctronir' ballas':• � NAB I acre; i � T .............. r 7 • � f," : a. r L} t ri 1112. i ' 5 II L.. it C ..... .. .. ..... ................ ... ... .. .w.... ....... I iO C3 i g I 0- r........_....__.-.--------------- - _w__. _ . C! ................ 11 .................... ..................., .,.. �... ....................1 _j... �.._. ............._...__ .......: _. I Ira 1 _ _- -.... ....... I tl ( r p D i INSTALLED WATTS PAGE TOTAL: Installed Watts Oulld r?g Total Sanding toiaii number of pagers w._-__,,, ...... { S2 ..........._.................... (Sum of tll pages} Enter into L"iTG-1 C Pa"4of'0/affrage? stint!too cfeterfr55; red ac� a"diflfj tea Se'titian ,30(d d!id r�;. 144- age shall tie. rating of fignt ixture. riot rsting of m2, IfFait t1wo dfmcfibe On f" iqo 2 of fi?e lospection Che klist Form, crud trPke 8�tpropri e action to coifed. Ver.`fybuilding 2008 Nonresidential Compliance Farm fa,itgust 2009 Baek Young Ahn Architect ARCHITECTURE , PANNING • INTERIOR DESIGN 533 Airport Boulevard, Suite 388, Burlingame, California 94010 650.548.2610 Fax 6561548.2611 NE16741 Expy9-30-14 v 9TF FCTR\ CPOf= Cp,41F� 9 /30/14 PE NSO ENGINEERING 1821'JACK RABBIT WAY LA8 V GAB, N E;VADA 89128 c70 2 860-7805 ------------ 1 T -22 P.C. C;OMI�tEN S 9 14 FOR PLANCHECK 06-24-14 1 NO. DESCRIPTION DATE PROJECT: SHOE PALACE 837 Marsh -Street Street I - San Limes Obispo, CA 93401 DWG. TITLE I TITLE 24 FORMS _T - NORTH: PROJ. NO: 1309 ii " " �' I i SCALE: o it, ` L p•tl ��1 �,_-t �� �t,� c Y ",A NONE DWG. NO: 16 E 3 m l �, 1!L�1.�_�`�'a i` � , II I s IIIfill • 11 iy; 1� s, l ` II ' 'rL I at