HomeMy WebLinkAboutARCH-0221-2022 (609 Palm) - Project PlansSYMBOLS:
NN
A
A-2
A
A-2
A
A-2
A
A-2
AA
TRUE NORTH
CROSS SECTION
DETAIL
INTERIOR ELEVATION
SECTION LETTER
SHEET WHERE
SECTION IS LOCATED
SHEET WHERE
DETAIL IS LOCATED
DETAIL NUMBER
1
2
3
4
INTERIOR ELEVATION
NUMBER
SHEET WHERE
INTERIOR ELEVATION
IS LOCATED
DOOR NUMBER
WINDOW NUMBER
KEYNOTE
REVISION NUMBER
DOOR NUMBER
WINDOW NUMBER
NUMBER OR LETTER
REVISION NUMBER
DECORATIVE
LIGHTING
BOLLARD
DECORATIVE
LIGHTING
BOLLARD
DECORATIVE
LIGHTING
BOLLARDS BENCHES
2 FT. SEPARATION
PG&E
TRANSFORMER
R R OT T
SITE PLAN
SHEET INDEX
LABEL TITLE
A-1.0 SITE PLAN, VICNITY MAP, PROJECT DATA, GENERAL NOTES
A-2 COLOR ELEVATIONS
A-3 CODE ANALYSIS
A-4 FLOOR PLAN
A-4.1 MEZZANINE-CONTROL ROOMS PLANS
A-4.2 ROOF PLAN
A-5 DOOR AND WINDOW SCHEDULES, RATED WALLS SPECS, STOREFRONT
AND GLAZING SYSTEM
A-5.1 TERR COTTA RAIN SCREEN DETAILS
A-6 ELEVATIONS
A-6.1 ELEVATIONS
A-7 RENDERINGS
A-8 SECTIONS
A-8.1 SECTIONS
A-8.2 SECTIONS
A-9 EXITING PLAN
A-10 ACCESSIBILITY DETAILS
A-11.1 REFLECDTED CEILING PLAN- 2ND FLOOR
A-12 INTERIOR ELEVATIONS
A-12.1 INTERIOR ELEVATIONS
C1 CIVIL NOTES
C2 GRADING PLAN
C3 CIVIL DETAIL SHEET
C4 UTILITY PLAN
L-1 CONCEPTUAL LANDSCAPE PLAN
L2 CONCEPTUAL LANDSCAPE PLAN
S1.2 MAIN FLOOR: FOUNDATION & FRAMING PLAN
S1.3 SECOND FLOOR: FRAMING PLAN
S1.4 LOW ROOF & CATWALK: FRAMING PLAN
S1.5 HIGH ROOF: FRAMING PLAN
M-0.0 MECHANICAL NOTES, LEGEND & ABBREVIATIONS
M-1.0 MECHANICAL SCHEDULES
M-1.1 MECHANICAL SCHEDULES
M-2.0 MECHANICAL DETAILS
M-2.1 MECHANICAL DETAILS
M-3.0 MECHANICAL BASEMENT LEVEL ZONE PLAN
M-3.1 MECHANICAL BASEMENT LEVEL FLOOR PLAN
M-3.2 MECHANICAL BASEMENT LEVEL HYDRONIC PIPING PLAN
M-4.0 MECHANICAL FRIST FLOOR ZONE PLAN
M-4.1 MECHANICAL FIRST FLOOR PLAN
M-4.2 MECHANICAL FIRST FLOOR HYDRONIC PIPING PLAN
M-5.0 MECHANICAL SECOND FLOOR ZONE PLAN
M-5.1 MECHANICAL SECOND FLOOR PLAN
M-5.2 MECHANICAL CATWALK LEVEL FLOOR PLAN
M-5.3 MECHANICAL SECOND FLOOR HYDRONIC PIPING PLAN
M-6.0 MECHANICAL ROOF DECK LEVEL ZONEN PLAN
M-6.1 MECHANICAL ROOF DECK LEVEL PLAN- ALL ELECTRIC CENTRAL PLANT
OPTION 1 EXHIBIT
M-6.2 MECHANICAL ROOF DECK LEVEL FLOOR PLAN- ALL ELECTRIC CENTRAL
PLANT OPTION 2 EXHIBIT
M-6.3 MECHANICAL ROOF DECK HYDRONIC PIPING PLAN
M-7.0 MECHANICAL ROOF DECK LEVEL FLOOR PLAN- STANDARD GAS HEATING
EXHIBIT
MC-1 MECHANICAL CONTROLS
MC-2 MECHANICAL CONTROLS
MC-3 MECHANICAL CONTROLS
MC-4 MECHANICAL CONTROLS
MC-5 MECHANICAL CONTROLS
P1.0 PLUMBING NOTES, SCHEDULES, LEGEND & ABBREVIATIONS
P2.0 PLUMBING DETAILS
P3.0 PLUMBING BASEMENT WASTE & VENT PLAN
P3.1 PLUMBING BASMEMENT WATER PLAN
P4.0 PLUMBING FIRST FLOOR WASTE & VENT PLAN
P4.1 PLUMBING FIRST FLOOR WATER PLAN
P5.0 PLUMBING SECOND FLOOR PLAN
P6.0 PLUMBING ROOF PLAN
E-1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
E-5 SINGLE LINE DIAGRAM
E-6 ELECTRICAL SCHEDULES
E-9 ELECTRICAL SITE PLAN
E-10 BASEMENT LEVEL POWER PLAN
E-11 FIRST FLOOR POWER PLAN
E-12 SECOND FLOOR POWER PLAN
E-13 CATWALK LEVEL POWER PLAN
E-14 ROOF POWER PLAN
E-15 BASEMENT LEVEL LIGHTING PLAN
E-16 FIRST FLOOR LIGHTING PLAN
E-17 SECOND FLOOR LIGHTING PLAN
E-16 CATWALK LEVEL LIGHTING PLAN
E-20 ELECTRICAL DETAILS
T-GA001 GENERAL ARRANGEMENTS COVER SHEET & INDEX
T-GA002 GENERAL ARRANGEMENTS COORD ZONE PLANS
T-GA010 GENERAL ARRANGEMENTS THEATRICAL POWER KEYS & DETAILS
T-GA011 GENERAL ARRANGEMENTS THEATRICAL POWER PLANS
T-GA012 GENERAL ARRANGMENTS THEATRICAL POWER PLANS
T-GA020 GENERAL ARRANGEMENTS THEATRICAL LIGHTING KEYS & DETAILS
T-GA021 GENERAL ARRANGEMENTS THEATRICAL ZONE LIGHTING PLANS
T-GA022 GENERAL ARRANGEMENTS THEATRICAL ZONE LIGHTING PLANS
T-GA030 GENERAL ARRANGEMENTS CABLE MANAGEMENT KEY & DETAILS
T-GA031 GENERAL ARRANGEMENTS CABLE MANAGEMENT/SERVICES PLAN
T-GA032 GENERAL ARRANGEMENTS CABLE MANAGEMENT/SERVICE PLANS
T-GA040 GENERAL ARRANGEMENTS INFRASTRUCTURE, FINISHES, & DETAILS
T-GA041 GENERAL ARRANGEMENTS INFRASTRUCTURE, FINISHES, & DETAILS
T-GA042 GENERAL ARRANGEMENTS INFRASTRUCTURE, FINISHES, & DETAILS
T-GA043 GENERAL ARRANGMENTS INFRASTRUCTURE, FINISHES & DETAILS
T-TE111 THEATRE EQUIPMENT BASEMENT LEVEL PLAN
T-TE112 THEATRE EQUIPMENT STAGE LEVEL PLAN
T-TE113 THEATRE EQUIPMENT BALCONY LEVEL PLAN
T-TE114 THEATRE EQUIPMENT CATWALK LEVEL PLAN
T-TE121 THEATRE EQUIPMENT CENTERLINE SECTION
T-TE122 THEATRE EQUIPMENT TRANSVERSE SECTIONS
T-TE123 THEATRE EQUIPMENT BLACK BOX SECTIONS
T-TE131 THEATRE EQUIPMENT STAGE TRAP PLATFORM DETAILS
T-TE132 THEATRE EQUIPMENT CHAIN MOTOR CONTROL SYSTEM
T-TL010 THEATRICAL SWITCHING AND CONTROL NOTES AND DETAILS
T-TL011 THEATRICAL LIGHTING SYSTEM SWITCHING & CTRL BOX SCHEDULES
T-TL012 THEATRICAL LIGHTING SYSTEM SWITCHING @ CTRL BOX SCHEDULES
T-TL021 THEATRICAL LIGHITNG SWITCHING AND CONTROL PHILOSOPHY-THRUST
THEATRE
T-TL022 THEATRICAL LIGHTING SWITCHING AND CONTROL PHILOSOPHY- BLACK
BOX
T-TL111 THEATRICAL LIGHTING SWITCHING AND CONTROL PLAN
T-TL112 THEATRICAL LIGHTING SWITCHING AND CONTROL PLAN
T-TL113 THEATRICAL LIGHTING SWITCHING AND CONTROL PLAN
T-TL114 THEATRICAL LIGHTING SWITCHING AND CONTROL PLAN
T-TL131 THEATRICAL LIGHTING FACEPLATE DETAILS
T-TS010 THEATRE SEATING NOTES AND DETAILS
T-TS111 THEATRE SEATING -INFILL VOMS PLAN-THRUST THEATRE
T-TS112 THEATRE SEATING-OPEN VOMS PLAN-THRUST THEATRE
T-TS113 THEATRE SEATING-BALCONY LEVEL-THRUST THEATRE
T-TS121 THEATRE SEATING THRUST THEATRE CENTERLINE SECTION
T-TS211 THEATRE SEATING BLACK BOX PLAN CONFIGURATION PLANS- FOR
REFERENCE NIC
L-1 LANDSCAPE PLAN & COLOR ELEVATION
L-2 PLANT LIST
SITE PLAN, VICNITY MAP,
PROJECT DATA,
GENERAL NOTES
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-1.0
SCALE: 1"=10'-0"SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAVICINITY MAP (NO SCALE)PROJECT
LOCATION
X
APPLICABLE CODES:
1 ST. FLOOR
TOTAL:10,562/20,036= 53%
OCCUPANCY GROUP: A1
PROJECT DATA:
A.P.N. TBD- LOTS TO BE COMBINED
ZONING DESIGNATION: C-D W/ HISTORIC PRESERVATION
OVERLAY W/ GENERAL PLAN AMENDMENT
LOT SIZE: 20,036 SQ.FT. (USING ASSUMED P.L. AT PARKING GARAGE)
PROPOSED COVERAGE:
TOTAL LANDSCAPED AREA: TBD- SEE LANDSCAPING SHEETS
CONSTRUCTION TYPE VA- FIRE SPRINKLERS
PROJECT DESCRIPTION: CONSTRUCT NEW PERFORMING
ARTS THEATRE
CONSULTANTS LIST
ARCHITECT:
BRYCE ENGSTROM
210 TRAFFIC WAY SUITE E
ARROYO GRANDE, CA 93420
(805) 235-3385
brycethearchitect@gmail.com
CIVIL ENGINEER:
DANIEL SOTELO
3590 SACRAMENTO DRIVE SUITE 210
SAN LUIS OBISPO, CA 93405
(805) 602-6167d
dsotelo@edpincorporated.com
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA HISTORICAL BUILDING CODE (CHBC)
2019 CALIFORNIA EXISTING BUILDING CODE (CEBC)
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA ENERGY CODE (CEC PART 6)
2019 CALIFORNIA FIRE CODE (CFC)
PAD CERTIFICATION
A SOILS OR CIVIL ENGINEER TO DETERMINE GRADING
PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH
THE APPROVED PLANS AND IS SUITABLE TO SUPPORT
THE INTENDED STRUCTURE.
LANDSCAPE ARCHITECT:
FIRMA CONSULTANTS
187 TANK FARM ROAD
SAN LUIS OBISPO, CA 93401
(805) 781-9800
lindsay@firmaconsultants.com
1. ALL WORK SHALL CONFORM TO: A) THE MINIMUM STANDARDS OF THE LATEST EDITION (OR THE CURRENT EDITION
IN EFFECT) OF THE CALIFORNIA BUILDING CODE AND ALL RELATED DOCUMENTS THAT ARE PUBLISHED BY THE I.C.C..
WHICH HAVE BEEN ADOPTED BY THE LOCAL GOVERNING AGENCY; B) ALL REGULATION AND ORDINANCE OF ALL
LOCAL GOVERNING AGENCIES; AND C) ANY SPECIAL CONDITIONS REQUIRED BY THE LOCAL GOVERNING AGENCIES.
2. A CERTIFICATE OF CONSTRUCTION COMPLIANCE, SIGNED BY THE GENERAL CONTRACTOR BASED UPON HIS
OBSERVATION OF THE CONSTRUCTION WORK SHALL BE SUBMITTED TO THE INSPECTING BUILDING OFFICIAL PRIOR
TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND
COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S
ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH
DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN
RISK.
4. OMISSIONS FROM THE DRAWINGS AND SPECIFICATION OR THE MIS-DESCRIPTION OF THE WORK WHICH IS
MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-
DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS
AND SPECIFICATIONS.
5. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE
DRAWING SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.
6. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11
7. THE SOILS ENGINEER WILL NEED TO VERIFY IN WRITING BY FOOTING INSPECTION, AND PRIOR TO STEEL
PLACEMENT, THAT THE FOOTINGS ARE INTO UNIFORM COMPETENT NATIVE MATERIAL OR OTHERWISE PREPARED
ACCORDING TO SOILS ENGINEER RECOMMENDATIONS.
8. ANY PERSON USING A TORCH OR OTHER FLAME-PRODUCING DEVICE FOR SWEATING PIPE JOINTS FROM OR IN
ANY BUILDING OR STRUCTURE SHALL PROVIDE ONE APPROVED FIRE EXTINGUISHER ON THE PREMISES WHERE SAID
BURNING OPERATION IS PERFORMED. COMBUSTIBLE MATERIAL IN THE CLOSE PROXIMITY OF OPEN FLAME SHALL BE
PROTECTED AGAINST IGNITION BY SHIELDING, WETTING OR OTHER MEANS. IN ALL CASES, A FIRE WATCH SHALL BE
MAINTAINED IN THE VICINITY OF THE OPERATION FOR ONE-HALF HOUR AFTER THE TORCH OR FLAME-PRODUCING
DEVICE HAS BEEN USED. REFER TO C.F.C. CHAPTER 3 FOR ADDITIONAL MEASURES.
9. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT
THE SITE PRIOR TO COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM BRYCE
ENGSTROM: ARCHITECT PRIOR TO PROCEEDING WITH ANY RELATED WORK.
10. TEMPORARY FACILITIES: CONTRACTOR SHALL PAY FOR, PROVIDE AND MAINTAIN TEMPORARY FACILITIES FOR
PROJECT PROTECTION AND CONSTRUCTION, AND AS REQUIRED BY LOCAL REGULATION AND THESE DOCUMENTS,
SUCH FACILITIES INCLUDE BUT ARE NOT LIMITED TO: TOILETS, LIGHTS, HEATERS, POWER, GAS, FANS, WATER,
PHONES, FENCES, SIGNS, SHEDS. ETC. REMOVE FROM SITE UPON COMPLETION OF WORK. OBTAIN BUILDING
OFFICIAL OR FIRE MARTIAL APPROVAL PRIOR TO USE OF ANY TEMPORARY HEATING DEVICE.
11. PROTECTION AND SAFETY: CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ALL TIMES (SIGNS, LIGHTS,
FENCES, BRACING, ANCHORAGE, FIRE-EXTINGUISHERS, ETC) NECESSARY FOR THE PROTECTION OF THE PUBLIC,
WORKERS, MATERIALS, CONSTRUCTION AND PROPERTY PER LOCAL, STATE, AND FEDERAL REQUIREMENTS
(INCLUDING EARTHQUAKES, FIRES, SPILLS, ACCIDENTS, EROSION, MUD, DUST, ETC.) STAGING OF MATERIALS AND
EQUIPMENT SHALL NOT OVERLOAD ANY EXISTING, NEW AND/OR TEMPORARY STRUCTURES ON THE BUILDING SITE.
12. CHANGES: CHANGES TO APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE ONLY IN WRITING AND SHALL
BE APPROVED BY THE ARCHITECT. CONTRACTOR SHALL ASSUME RESPONSIBILITY AND COSTS FOR ALL CHANGES
LATER IN THE PROJECT CAUSED BY THE ORIGINAL CHANGE.
13. SUBSTITUTIONS: SUBSTITUTIONS REQUIRE OWNER AND ARCHITECTS APPROVAL FAILURE TO GAIN APPROVAL IS
SUFFICIENT GROUNDS FOR ORDERING REMOVAL OF PRODUCT AT CONTRACTOR'S EXPENSE.
14. ALL APPLIANCES, PLUMBING FIXTURES, CABINETS/BUILT-INS, ACCESSORIES AND FINISHES LISTED ON THE
DRAWINGS SHALL BE SPECIFIED BY THE OWNER OR OWNER'S REPRESENTATIVE U.O.N.
15. ALL MECHANICAL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH 2016 CALIFORNIA
MECHANICAL CODE
16. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE AND FUNCTIONAL PRIOR
TO THE FIRST INSPECTION. NO INSPECTIONS CAN BE PERFORMED IF THEY ARE NOT IN PLACE OR HAVE FAILED TO
PROVIDE EROSION CONTROL. FAILURE TO MAINTAIN EROSION CONTROL WILL CAUSE INSPECTIONS TO BE DELAYED
UNTIL EROSION CONTROL MEASURES ARE FUNCTIONAL.
17. AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OWNER.
(THESE NOTES APPLY TO ALL PORTIONS, PHASES & SUBCONTRACTOS OF THIS PROJECT)
USE OF PLANS: THESE PLANS ARE THE PROPERTY OF BRYCE ENGSTROM: ARCHITECT AND MAY NOT BE USED
WITHOUT EXPRESS, WRITTEN CONSENT.
GENERAL NOTES:
RISK CATEGORY: III
FIRST FLOOR-10,562 SQ.FT.
TOTAL:10,562/20,036= 0.53
FLOOR AREA RATIO:
NOTE: NON-LANDSCAPE WATER SAVING FEATURES-
COMMISSIONING OPR DOCUCUMENT STATES TARGET
WATER SAVING 25% BETTER THAN TITLE 24. SEE
LANDSCAPE PLANS FOR LANDSCAPE WATER SAVING
FEATURES.
NOTE: CONSTRUCTION DOCUMENTS SHALL COMPLY WITH
ALL CITY OF SAN LUIS OBISPO GREEN CHECKLIST ITEMS
DESCRIPTION OF PROPOSED USE:
PERFORMING ARTS THEATRE INCLUDING TWO
PERFORMANCE SPACES, LOBBY, AND GREEN ROOM/ACTOR
SUPPORT AREAS ON CITY OWNED LOTS.
HOURS OF OPERATION- MONDAY THROUGH SUNDAY 9 AM
TO 9PM WITH VARIATIONS IN SCHEDULES THROUGHOUT
THE WEEK. MAIN EVENING PERFORMANCES ARE
THURSDAY-SUNDAY 7-10PM, SATURDAY AND SUNDAY
MATINEES AT 2-5 PM.
NO PARKING SPACES ON SITE ARE PROPOSED.
PARKING:
10,562 GROSS SQ.FT./ 350= 30 PARKING SPACES REQUIRED
GREEN BUILDING:
PROJECT SHALL COMPLY WITH ALL CITY GREEN BUILDING
CHECKLIST REQUIREMENTS
PROJECT NARRATIVE:
THE NEW SAN LUIS OBISPO REPERTORY THEATRE BUILDING
HONORS THE TIME-WORN AND ANCIENT NATIVE BUILDING
MATERIALS USED DURING THE MISSION ERA SUCH AS
EXTERIOR PLASTER, WHICH IS USED IN ITS TRADITIONAL
FORM, AND TERRA COTTA CLAY, WHICH IS USED IN A
MODERN, RE-IMAGINED WAY VIA AN INNOVATIVE RAIN
SCREEN PANEL SYSTEM. IT ALSO USES 12x12 TERRA COTTA
QUARRY TILES AT THE FRONT AND REAR OF THE BUILDING.
THE NEW THEATRE LOOKS FORWARD WITH MORE
CONTEMPORARY FORMS FOUND IN THE NEIGHBORING
CHILDREN'S MUSEUM, AND IN KEEPING WITH CURRENT
PLANS FOR THE EVENTUAL ART MUSEUM.
IT'S FORMS STEP BACK FROM MONTEREY STREET, HELP
BREAK UP THE MORE MONOLITHIC PARKING GARAGE, AND
PROVIDES INVITING ENTRANCES TO BOTH BUILDINGS.
Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-2SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CACOLOR ELEVATIONS
SCALE: 3/16"=1'-0"
SCALE: 3/16"=1'-0"
SCALE: 3/16"=1'-0"
SCALE: 3/16"=1'-0"
ADJACENT TO PARKING GARAGE
AT EGRESS COURT
SQ.FT.
BUSINESS AREA 2092 SQ.FT.
FLOOR PLAN
CODE ANALYSIS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-3SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1"=16'-0"
BUILDING AREAS:
TOTAL BUILDING AREA:10,465 SQ.FT.
ALLOWABLE AREA
AGGREGATE A-1:
ALLOWABLE AREA
PER FLOOR/OCCUPANCY:
CBC 508.3 NONSEPARATED OCCUPANCIES
TYPE VA CONSTRUCTION
FIRE SPRINKLERS THROUGHOUT
MAXIMUM HEIGHT: 70'
MAXIMUM NUMBER OF STORIES: 3
ALLOWABLE AREA PER FLOOR A-1= 34,500
NO HEIGHT INCREASE
NO AREA INCREASE
CALC PER 508.4.2-
10,645/34,500= .31
=.55 < 1 OK
CBC 508.3 NONSEPARATED OCCUPANCIES
TYPE VA CONSTRUCTION
FIRE SPRINKLERS THROUGHOUT
ALLOWABLE AREA PER FLOOR A-1=34,500
ALLOWABLE AREA PER FLOOR B= 54,000
CALC:
3310/34,500= .23
2092/54,000= .04
.23+.04= .27<2 OK
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
4 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
8 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
INTERIOR 1 HOUR WALL + SOUND
CONTROL
INTERIOR 1 HOUR WALL + SOUND
CONTROL
EXTERIOR GLASS CURTAIN WALL
TYPE VA CONST.
11
22
44
55
66
77
88
99
1010
1111
1212
WALL LEGEND
FLOOR PLAN
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-4SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"=1'-0"
PLUMBING FIXTURE CALCS:
FIXTURES OCCUPANT LOAD:
296 FIXED SEATS/ 2= 148
1735 SQ.FT. STAGES/ 116
2092 SQ.FT. BUS. AREA/200=11
TOTAL: 275
138 MALE 138 FEMALE
WATER CLOSETS: MALE: 2 REQUIRED 5 PROVIDED
FEMALE: 4 REQUIRED 10 PROVIDED
URINALS: 1 REQUIRED 3 PROVIDED
LAVATORIES: MALE: 1 REQUIRED 5 PROVIDED
FEMALE: 2 REQUIRED 6 PROVIDED
DRINKING FNT. 1 REQUIRED 1 PROVIDED
* SEE MASTER WALL LEGEND AND RATED WALL SPECS SHEET A-5
5050 OPENING IN PARAPET WALL W/ STACKED TERRA COTTA ROOF TILES PER ELEVATIONS
PROVIDE 22V 30 AMP POWER FOR MOVIE PROJECTOR. REQUIRES VENT FOR LAMP
ACCESSIBLE DRINKING FOUNTAIN IN ALCOVE PER CODE
SPIRAL STAIR ACCESS TO CONTROL ROOM- LIMITED ACCESS SPACE PER CBC 11B-203.4
FIRE RISER (EXPOSED)
ADA LIFT ACCESS TO CONTROL ROOM- LIMITED ACCESS SPACE PER CBC 11B-203.4
STEEL/CONCRETE STAIR/LANDING
SOLAR PANELS
ROOF ACCESS LADDER W/ ROOF HATCH ABOVE
ROOF ACCESS HATCH
6" KAWNEER STOREFRONT W/ ELECTROCHROMIC GLASS
FOLDING CHANGING TABLE
2 INCH ROOF DRAIN W/ OVERFLOW
P.V. SOLAR PANELS (SUGGESTED LOCATION AND NUMBER, SUBJECT TO COORD. WITH
MECHANICAL SYSTEMS
POWDER COATED ALUMINUM AWNINGS ABOVE PER ELEVATIONS
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)T.P.O. ROOFING (TYP.)1010
1313
1313
1313
1313
1313
1414
1414
1414ROOF/MEZZANINE PLAN
MEZZANINE-CONTROL
ROOMS PLANS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-4.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CA* SEE MASTER WALL LEGEND AND RATED WALL SPECS SHEET A-5
SCALE: 1/4"=1'-0"
54'-11 1/4"ROOF
1/2 : 12 1/2 : 12
1/2 : 12
1/2 : 12
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
13131313
13131313
1313
1313
1414
1414
ROOF PLAN
5050 OPENING IN PARAPET WALL W/ STACKED TERRA COTTA ROOF TILES PER ELEVATIONS
PROVIDE 22V 30 AMP POWER FOR MOVIE PROJECTOR. REQUIRES VENT FOR LAMP
ACCESSIBLE DRINKING FOUNTAIN IN ALCOVE PER CODE
SPIRAL STAIR ACCESS TO CONTROL ROOM- LIMITED ACCESS SPACE PER CBC 11B-203.4
FIRE RISER (EXPOSED)
ADA LIFT ACCESS TO CONTROL ROOM- LIMITED ACCESS SPACE PER CBC 11B-203.4
STEEL/CONCRETE STAIR/LANDING
SOLAR PANELS
ROOF ACCESS LADDER W/ ROOF HATCH ABOVE
ROOF ACCESS HATCH
6" KAWNEER STOREFRONT W/ ELECTROCHROMIC GLASS
FOLDING CHANGING TABLE
2 INCH ROOF DRAIN W/ OVERFLOW
P.V. SOLAR PANELS (SUGGESTED LOCATION AND NUMBER, SUBJECT TO COORD. WITH
MECHANICAL SYSTEMS
POWDER COATED ALUMINUM AWNINGS ABOVE PER ELEVATIONS
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
FLOOR PLAN NOTES
ROOF PLAN
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-4.2SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"=1'-0"
NUMBER QTY FLOOR SIZE DESCRIPTION THICKNESS FIRE RATING PANIC HARDWARE COMMENTS
D01 1 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/4"1 HOUR YES
D02 1 2 8080 INSULATED STEEL ROLL UP DOOR 1 3/4"
D03 2 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"1 HOUR YES
D04 1 2 3068 R IN HINGED-SLAB 1 3/8"1 HOUR
D05 1 3 3068 L IN HINGED-SLAB 1 3/8"
D06 2 3 3068 R IN HINGED-SLAB 1 3/8"
D07 1 2 3068 R IN HINGED-SLAB 1 3/8"1 HOUR YES
D08 1 2 3068 R EX POWDER COATED COMMERCIAL EXTERIOR STEEL DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D09 1 2 41068 MULLED UNIT YES
D10 1 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"1 HOUR PEMKO 319 GASKETING
D11 1 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"1 HOUR PEMKO 319 GASKETING
D12 2 2 3068 R EX POWDER COATED COMMERCIAL EXTERIOR STEEL DOOR 1 3/4"YES FULL PERIMITER WEATHER STRIPPING, STC MIN. RATING 50
D13 1 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/4"45 MINUTES
D14 1 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/4"45 MINUTES
D15 1 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"1 HOUR
D16 2 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"1 HOUR
D17 1 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"PEMKO 319 GASKETING
D18 3 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"PEMKO 319 GASKETING
D19 1 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/4"1 HOUR YES
D20 1 2 3083 R EX BRUSHED ALUMINUM FRAME TEMPERED GLASS DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D21 1 3 3068 L IN PAINTED SOLID CORE MASONITE INTERIOR DOOR 1 3/8"PEMKO 319 GASKETING AND 412 DOOR BOTTOM
D22 1 2 6083 L/R EX BRUSHED ALUMINUM FRAME TEMPERED GLASS DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D23 3 2 8090 L/R IN METAL ROLL UP DOOR 1 3/8"1 HOUR STC RATING MIN. 50
D24 1 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"45 MINUTES
D25 1 2 3068 L IN WALNUT VENEER SOLID CORE SLAB INTERIOR DOOR 1 3/8"
D26 2 2 3068 L EX POWDER COATED COMMERCIAL EXTERIOR STEEL DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D27 2 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"45 MINUTES PEMKO 319 GASKETING
D28 1 3 3068 R IN PAINTED SOLID CORE MASONITE INTERIOR DOOR 1 3/8"PEMKO 319 GASKETING AND 412 DOOR BOTTOM
D29 2 2 6096 L/R IN WALNUT VENEER SOLID CORE SLAB INTERIOR DOOR 1 3/8"PEMKO 319 GASKETING
D30 1 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"1 HOUR YES
D31 2 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"45 MINUTES
D32 1 2 3068 L IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/8"45 MINUTES PEMKO 319 GASKETING
D33 1 2 3068 R IN POWDER COATED COMMERCIAL INTERIOR STEEL DOOR 1 3/4"45 MINUTES YES
D34 1 2 41068 MULLED UNIT 1 HOUR YES
DOOR SCHEDULE
NUMBER QTY FLOOR SIZE DESCRIPTION TEMPERED COMMENTS
W01 2 2 5016FX FIXED GLASS
W02 2 3 4040LS LEFT SLIDING
W03 6 3 8020FX FIXED GLASS MOTORIZED INTERIOR BLACKOUT SCREENS
W04 1 3 9240TS TRIPLE SLIDING
W05 1 3 6040FX FIXED GLASS
W06 2 2 5050FX FIXED GLASS YES
W07 1 3 6040LS LEFT SLIDING
W08 1 3 6040RS RIGHT SLIDING
W09 1 2 6050FX FIXED GLASS
W10 2 2 6060FX FIXED GLASS
NOTE: ALL EXTERIOR WINDOW FRAMES TO BE BRUSHED OR
ANODIZED ALUMINUM FRAMES TO MATCH STOREFRONT GLASS.
WINDOW SCHEDULE
EXTERIOR 2 HOUR WALL
INTERIOR 1 HOUR WALL
INTERIOR 1 HOUR WALL
EXTERIOR TERRA COTTA PANEL
WALL TYPE VA CONSTRUCTION
EXTERIOR STUCCO OR TILE WALL
TYPE VA CONSTRUCTION
INTERIOR BEARING PARTITION
INTERIOR NON BEARING PARTITION
INTERIOR NON BEARING PARTITION
HOURLY RATING: 1-HOUR
STC RATING: 45-49 STC
FIRE TEST REFERENCE: UL U465, ULC W415 FOR TYPE X ONLY, CUL U465, GA WP 10812
SOUND TEST REFERENCE: RAL TL99-1035/8” (15.9 MM) TOUGHROCK® FIREGUARD X® OR
5/8” (15.9 MM) DENSARMOR PLUS® FIREGUARD® GYPSUM PANELS APPLIED VERTICALLY
TO EACH SIDE OF 3-5/8” (92 MM) STEEL STUDS 24” (610 MM) O.C. WITH 1” (25 MM) TYPE S
DRYWALL SCREWS 8” (203 MM) O.C. AT EDGES AND 12” (305 MM) O.C. AT INTERMEDIATE
STUDS. SOUND TESTED WITH 3” (76 MM) MINERAL FIBER, 2.5 PCF (40.1 KG/M3), IN STUD
SPACE. NON-LOAD BEARING
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS
DENSARMOR PLUS® FIREGUARD® PRODUCTS
DENSELEMENT® BARRIER SHEATHING
DENSGLASS® FIREGUARD® SHEATHING
DENSSHIELD® FIREGUARD® TILE BACKER
TOUGHROCK® FIREGUARD C® PRODUCTS
TOUGHROCK® FIREGUARD X® MOLD-GUARD™ PRODUCTS
TOUGHROCK® FIREGUARD X® PRODUCTS
TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS (MEETS FIRE RATING BUT NOT
INCLUDED IN SOUND TESTING)
INTERIOR 1 HR. MIN. FIRE RATED WALLS
6 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
4 INCH NOM. STUDS 16" O.C. W/ 1 LAYER 5/8" TYPE X
GYPSUM EA. SIDE, INSULATED, AIR TIGHT
6 INCH NOM. STUDS 16" O.C. W/ 1 LAYER 5/8" TYPE X
GYPSUM EA. SIDE, INSULATED, AIR TIGHT
4 INCH NOM. STUDS 16" O.C. W/ 1 LAYER 5/8" TYPE X
GYPSUM EA. SIDE, INSULATED, AIR TIGHT
HOURLY RATING: 1-HOUR
STC RATING:
FIRE TEST REFERENCE: GA WP 3520
SOUND TEST REFERENCE:
WOOD-FRAMED WALL
5/8” (15.9 MM) TOUGHROCK® FIREGUARD X™ OR 5/8” (15.9 MM) DENSARMOR PLUS
FIREGUARD GYPSUM BOARD APPLIED VERTICALLY TO EACH SIDE OF 2” X 4” WOOD
STUDS 24” (610 MM) O.C. WITH 1-7/8” (48 MM) 6D COATED NAILS 7” (178 MM) O.C. AT
JOINTS AND TOP AND BOTTOM PLATES AND 3/8”(10 MM) BEADS OF ADHESIVE AT
INTERMEDIATE STUDS. JOINTS STAGGERED 24″ ON OPPOSITE SIDES.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS,DENSARMOR PLUS® FIREGUARD®
PRODUCTS,DENSELEMENT™ BARRIER SHEATHING,DENSGLASS® FIREGUARD®
SHEATHING,DENSSHIELD® FIREGUARD® TILE BACKER,TOUGHROCK® FIREGUARD C®
PRODUCTS,TOUGHROCK® FIREGUARD X® MOLD-GUARD™ PRODUCTS,TOUGHROCK®
FIREGUARD X® PRODUCTS,TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
PROPRIETARY
HOURLY RATING: 1-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U309, CUL U309, GA WP 8109
SOUND TEST REFERENCE:
EXTERIOR WOOD-FRAMED WALL
EXTERIOR SIDE: 5/8” (15.9 MM) DENSGLASS® FIREGUARD® SHEATHING APPLIED
VERTICALLY OR HORIZONTALLY TO 2”X 4” WOOD STUDS 24” (610 MM) O.C. WITH 1-7/8” (48
MM) GALVANIZED ROOFING NAILS 7” (178 MM) O.C. JOINTS OF GYPSUM SHEATHING MAY
BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO
STUDS. INTERIOR SIDE: 5/8” (15.9 MM) TOUGHROCK® FIREGUARD X® PRODUCTS OR 5/8”
(15.9 MM) DENSARMOR PLUS® FIREGUARD® GYPSUM PANELS APPLIED VERTICALLY OR
HORIZONTALLY TO STUDS WITH 1-7/8” (48 MM) 6D COATED NAILS 7” (178 MM) O.C.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
PROPRIETARY
HOURLY RATING: 1-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U309, CUL U309, GA WP 8109
SOUND TEST REFERENCE:
EXTERIOR WOOD-FRAMED WALL
EXTERIOR SIDE: 5/8” (15.9 MM) DENSGLASS® FIREGUARD® SHEATHING APPLIED
VERTICALLY OR HORIZONTALLY TO 2”X 4” WOOD STUDS 24” (610 MM) O.C. WITH 1-7/8” (48
MM) GALVANIZED ROOFING NAILS 7” (178 MM) O.C. JOINTS OF GYPSUM SHEATHING MAY
BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO
STUDS. INTERIOR SIDE: 5/8” (15.9 MM) TOUGHROCK® FIREGUARD X® PRODUCTS OR 5/8”
(15.9 MM) DENSARMOR PLUS® FIREGUARD® GYPSUM PANELS APPLIED VERTICALLY OR
HORIZONTALLY TO STUDS WITH 1-7/8” (48 MM) 6D COATED NAILS 7” (178 MM) O.C.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
EXTERIOR 1 HR. MIN. FIRE RATED WALLS
8 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
4 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
8 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
EXTERIOR 2 HR. MIN. FIRE RATED WALLS
PROPRIETARY
HOURLY RATING: 2-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U301, CUL U301, GA WP8416
SOUND TEST REFERENCE:
EXTERIOR WOOD-FRAMED WALL
EXTERIOR: TWO LAYERS 5/8” (15.9 MM) DENSGLASS® FIREGUARD SHEATHING APPLIED
VERTICALLY OR HORIZONTALLY TO 2 X 4 WOOD STUDS 16” (406 MM) O.C. BASE LAYER
ATTACHED WITH 1-7/8” (48 MM) GALVANIZED ROOFING NAILS 16” (406 MM) O.C. FACE
LAYER ATTACHED WITH 2-3/8” (60 MM) GALVANIZED ROOFING NAILS 8” (203 MM) O.C.
STAGGER JOINTS BETWEEN LAYERS AND ON BASE LAYER OF BOTH SIDES. INTERIOR:
TWO LAYERS 5/8” (15.9 MM) DENSARMOR PLUS® FIREGUARD® OR 5/8” (15.9 MM)
TOUGHROCK® FIREGUARD X® APPLIED HORIZONTALLY OR VERTICALLY TO FRAMING.
BASE LAYER ATTACHED WITH 1-7/8” (48 MM) 6D CEMENT COATED NAILS 6” (152 MM) O.C.
FACE LAYER ATTACHED WITH 2-3/8” (60 MM) 6D CEMENT COATED NAILS 8” (203 MM) O.C.
STAGGER JOINTS BETWEEN LAYERS AND ON BASE LAYER OF BOTH SIDES. SOUND
TESTED WITH STUDS 16” (406 MM) O.C. AND NAILS FOR BASE LAYER SPACED 6” (152 MM)
O.C.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
INTERIOR 1 HOUR WALL + SOUND
CONTROL
INTERIOR 1 HOUR WALL + SOUND
CONTROL
EXTERIOR GLASS CURTAIN WALL
TYPE VA CONST.
11
22
44
55
66
77
88
99
1010
1111
1212
6655 11224411111010
PROPRIETARY
HOURLY RATING: 2-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U425, CUL U425, GA WP 8203
SOUND TEST REFERENCE:
EXTERIOR STEEL-FRAMED WALL
EXTERIOR: TWO LAYERS 5/8” (15.9 MM) DENSGLASS® FIREGUARD® SHEATHING APPLIED
VERTICALLY TO MIN. 3-1/2” (89 MM) CORROSION RESISTANT 20-GAUGE (30 MILS) STEEL
STUDS 24” (610 MM) O.C. BASE LAYER ATTACHED WITH 1” (25 MM) TYPE S-12 CORROSION
RESISTANT BUGLE HEAD SCREWS 8” (203 MM) O.C. FACE LAYER ATTACHED WITH 1-5/8” (41
MM) TYPE S-12 CORROSION RESISTANT BUGLE HEAD SCREWS SPACED 8” (203 MM) O.C.
JOINTS STAGGERED. INTERIOR: TWO LAYERS 5/8” (15.9 MM) DENSARMOR PLUS®
FIREGUARD® OR 5/8” (15.9 MM) TOUGHROCK® FIREGUARD X® PRODUCTS APPLIED
VERTICALLY TO FRAMING. BASE LAYER ATTACHED WITH 1” (25 MM) TYPE S-12 BUGLE
HEAD SCREWS 12” (305 MM) O.C. FACE LAYER ATTACHED WITH 1-5/8” (41 MM) TYPE S-12
BUGLE HEAD SCREWS SPACED 12” (305 MM) O.C. JOINTS STAGGERED. INSULATION TO
COMPLETELY FILL STUD CAVITY. (LOAD BEARING: 80% OF DESIGN LOAD)
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
WALL LEGEND AND RATED WALLS SPECS
DOOR AND WINDOW
SCHEDULES, RATED
WALLS SPECS,
STOREFRONT AND
GLAZING SYSTEM
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-5SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CA*NOTE: ALL INTERIOR DOORS TO BE MIN. 18 GA. STEEL FULLY INSULATED HM OR SOLID WOOD PANEL
STOREFRONT FRAMING SYSTEMELECTROCHROMIC GLASS SPECS
TERR COTTA RAIN
SCREEN DETAILS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-5.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAWood Wood Wood
Wood Wood Wood Wood Wood
Wood
Wood Wood
EXTERIOR AWNINGS
SOUTH (MONTEREY
other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-6SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
NORTH (PARKING GARAGE SIDE) ELEVATION
EAST (PLAZA) ELEVATION
CLADDING CORP. TERRA 5 TERRA COTTA RAINSCREEN. TC30 300MM PLANKS.
COLORS- SESAME, FAWN, EARTH RED AND VENETIAN. COLOR LOCATIONS PER
COLOR ELEVATIONS- CONFIRM WITH A.O.R.
BRUSHED ALUMINUM WINDOW FRAMES
SMOOTH TROWELED PLASTER IN DUN COLOR.
6X6 VARIAGATED TERRA COTTA TILE
12X12 TERRA COTTA QUARRY TILE
KAWNEER ALUMINUM STOREFRONT SEE SPECS & DETAILS SHEET A-6
ELECTROCHROMIC GLAZING SYSTEM SEE SPECS & DETAILS SHEET A-6
POWDER COATED ALUMINUM AWNINGS IN TERRA COTTA COLOR
POWDER COATED ALUMINUM SLO REP SIGN IN BLACK COLOR- 96"WX96"HX 1/
4"D LED BACKLIT
BRUSHED ALUMINUM DOWNLIGHT SCONCE- ALVA TESS- LED 13W-SEE
LIGHTING SPECS SHEET A-9
EXTERIOR MARQUEE- 96"WX66"HX14"D- INTERNALLY LIT LED
REMOVABLE BOLLARDS
POWDER COATED METAL DOORS- TERRA COTTA COLOR
GRASSCRETE RAMP
STACKED TERRA COTTA ROOF TILES IN PARAPET OPENING
ROCK CAST CHISELED ST-206 COLOR-FLAX
INSULATED METAL ROLL UP DOOR- TERRA COTTA COLOR
PUBLIC ART (T.B.D.)
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
1717
1818
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
1717
1818
ELEVATION NOTES
ELEVATIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-6.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"= 1'-0"
SCALE: 1/4"= 1'-0"
RENDERINGS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-7SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CA
11
22
1/4"17'-5 1/2"25'-3 1/2"17'-7 1/2"MAIN THEATRE
LIGHTING
POSITION
LIGHTING
POSITION
LIFT/STAIR
ACCESS
LIFT/STAIR
ACCESS
VESTIBULE
LOBBY
11
55
22
33
99
1111
22
33
22
33
11
11
88 88
99
1111
1111
1313
SECTION B
ROOF INSULATION PER ENERGY DOCUMENTATION
EXT. WALL INSULATION PER ENERGY DOCUMENTATION
EXT. WALL RIGID INSULATION PER ENERGY DOCUMENTATION
R-19 FIB. BATT INSULATION
R-30 FIB. BATT INSULATION
SUSPENDED T-BAR CEILING
R-13 FIB. BATT INSULATION
CONC. SLAB / FOOTING PER ENG.
42" H. STEEL GUARDRAIL
A.D.A. LIFT TO CONTROL ROOM
T.P.O. ROOFING OVER SHAPED FOAM PER ROOF PLAN
WOOD FRAMED SEATING PLATFORM PER ENG.
RECESS CONC. FLOOR W/ BUILT-UP PLY STAGE PER THEATRE DNA DRAWINGS
STEEL SPIRAL STAIR- CONTROL ROOM / CATWALK ACCESS ONLY
STACKED TERRA COTTA ROOF TILES IN PARAPET OPENING
POWDER COATED ALUMINUM AWNING
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
SECTION NOTES
SECTIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-8SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
16'-6
13'-0 3/4"CONTROL ROOMLIMITED ACCESS SPACE
LIMITED ACCESS SPACE1 HOUR RATED CORRIDOR 1 HOUR RATED CORRIDOR
11
33
55
1111
1111
11
22
55
5555
44
33
22
33
22
44
8888
1414 1010
SECTION D
ROOF INSULATION PER ENERGY DOCUMENTATION
EXT. WALL INSULATION PER ENERGY DOCUMENTATION
EXT. WALL RIGID INSULATION PER ENERGY DOCUMENTATION
R-19 FIB. BATT INSULATION
R-30 FIB. BATT INSULATION
SUSPENDED T-BAR CEILING
R-13 FIB. BATT INSULATION
CONC. SLAB / FOOTING PER ENG.
42" H. STEEL GUARDRAIL
A.D.A. LIFT TO CONTROL ROOM
T.P.O. ROOFING OVER SHAPED FOAM PER ROOF PLAN
WOOD FRAMED SEATING PLATFORM PER ENG.
RECESS CONC. FLOOR W/ BUILT-UP PLY STAGE PER THEATRE DNA DRAWINGS
STEEL SPIRAL STAIR- CONTROL ROOM / CATWALK ACCESS ONLY
STACKED TERRA COTTA ROOF TILES IN PARAPET OPENING
POWDER COATED ALUMINUM AWNING
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
SECTION NOTES
SECTIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-8.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
BLACK BOX THEATRE
1111
22
33
44
88
1414
1010
11
1313
44
1616
SECTION F
ROOF INSULATION PER ENERGY DOCUMENTATION
EXT. WALL INSULATION PER ENERGY DOCUMENTATION
EXT. WALL RIGID INSULATION PER ENERGY DOCUMENTATION
R-19 FIB. BATT INSULATION
R-30 FIB. BATT INSULATION
SUSPENDED T-BAR CEILING
R-13 FIB. BATT INSULATION
CONC. SLAB / FOOTING PER ENG.
42" H. STEEL GUARDRAIL
A.D.A. LIFT TO CONTROL ROOM
T.P.O. ROOFING OVER SHAPED FOAM PER ROOF PLAN
WOOD FRAMED SEATING PLATFORM PER ENG.
RECESS CONC. FLOOR W/ BUILT-UP PLY STAGE PER THEATRE DNA DRAWINGS
STEEL SPIRAL STAIR- CONTROL ROOM / CATWALK ACCESS ONLY
STACKED TERRA COTTA ROOF TILES IN PARAPET OPENING
POWDER COATED ALUMINUM AWNING
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
SECTION NOTES
SECTIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-8.2SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
30" X 48" EXTERIOR AREA OF RESCUE- ONE REQUIRED FOR <200 OCCUPANTS PER FLOOR
30" X 48" CLEAR SPACE IN FRONT OF DRINKING FOUNTAIN
KITCHEN CLEARANCES PER FIG. 11B-804.2.2 SHEET A-10
WATER CLOSET, SINK W/ SINGLE SERVICE SOAP, HAND DRYING FIXTURE, AND GRAB BARS
PER ACCESSIBILITY DETAILS SHEET A-10, FIGS. 11-B-604.3.1, 11B-604.5.2, 11B-604.5.1, SINK
MOUNTING SPECS, SINGLE OCCUPANCY TOILET
TIGHT-FITTING, SELF CLOSING DOOR W/ UNISEX ACCESSIBILITY SIGNAGE PER
ACCESSIBILITY DETAILS SHEET A-10
DOOR SWING CLEARANCES PER ACCESSIBILITY DETAILS SHEET A-10 FIGS. 11B-404.2.4.1
48" MIN. WIDE CLEAR PATH OF TRAVEL TO PUBLIC RIGHT OF WAY, COORDINATE WITH
SITE PLAN
12" PATH THROUGH COMMON ROW PER CBC 1029.8.1
LIMITED ACCESS SPACES PER CBC 11B-203.4
FRONT LOADED STALL PER ACCESSIBILITY DETAILS SHEET A-10 FIG. 11B-604.8.1.3 (A)
AMBULATORY ACCESSIBLE TOILET COMPARTMENT PER ACCESSIBILITY DETAILS SHEET A-
10 FIG. 11B-604.8.2
STANDARD TOILET STALL 30" X 60" CLEAR INSIDE
WALL MOUNTED URINAL PER ACCESSIBILITY DETAILS SHEET A-10 FIG. 11B-605.2(A).
PROVIDE MIN. 30" X 48" CLR. FLOOR SPACE
WALL MOUNTED SINK PER ACCESSIBILITY DETAILS SHEET A-10 SINK MOUNTING SPECS.
PROVIDE MIN. 30" X 48" CLR. FLOOR SPACE
60" MIN. DIA. TURNAROUND SPACE. MAY OVERLAP DOOR SWING UP TO 12".
ROLL UP DOOR PER SCHEDULE
PORTABLE, RECONFIGURABLE SEATING MODULES
SPIRAL STAIRS TO ACCESS CONTROL ROOM, LIGHTING, CATWALKS
ELECTRIC PLATFORM LIFT PER FIG. 11B-410.6 SHEET A-10
REMOVABLE SEATS TO PROVIDE 2X 33"X48" WHEELCHAIR SPACES
UNISEX RESTROOM DOOR AND WALL SIGNAGE PER DETAIL SHEET A-10
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
1717
1818
1919
2020
2121
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
1414
1515
1616
1717
1818
1919
2020
2121
ADA/EXITING NOTES
1717
1818
1818
1919
1919
66
66
2121 2121
2121
2121
1515
1515
2121
2121
99
1414
1414
1414
1414
774 FT.1
3'
13'20'18'25'24'2'3'
88
88
88
88
2020
2020
EXITING PLAN
EXITING PLAN
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-9SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1/4"=1'-0"
ACCESSIBILITY DETAILS
DESCRIPTION:BY: BRYCE ENGSTROM Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-10SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CABRAILLE PER
CODE
UNISEX RESTROOM DOOR
SIGNAGE
SUBSTITUTE MEN'S / WOMEN'S SIGNS AS APPROPRIATE
FOR MULTIPLE ACCOMMODATION RESTROOMS
REFLECDTED CEILING
PLAN- 2ND FLOOR
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-11.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAEXTERIOR SCONCES PER PLANS
NOTE: THIS FIXTURE IS ALSO USED ON THE INTERIOR PER PLANS
Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.DISCLAIMER NOTE:GENERAL NOTES1.NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY BUILDINGDEPARTMENT. THE BUILDING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TOSTARTING OF CONSTRUCTION AND OF THE TIME LOCATION OF THE PRECONSTRUCTIONCONFERENCE. ANY CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS OR PRIORNOTIFICATION TO THE BUILDING DEPARTMENT WILL BE REJECTED AND WILL BE AT THECONTRACTOR’S AND/OR OWNER’S RISK.2.FOR ANY CONSTRUCTION PERFORMED THAT IS NOT IN COMPLIANCE WITH PLANS OR PERMITSAPPROVED FOR THE PROJECT THE CITY BUILDING DEPARTMENT MAY REVOKE ALL ACTIVEPERMITS AND RECOMMEND THAT CITY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE ORSTOP WORK ORDER.3.ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENTCITY OF SAN LUIS OBISPO BUILDING DEPARTMENT STANDARDS AND ALL WORK SHALL BESUBJECT TO THE APPROVAL OF THE BUILDING DEPARTMENT.4.THE PROJECT OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND/ORMAINTAINING ALL WEATHER ACCESS AT ALL TIMES TO EXISTING PROPERTIES LOCATED IN THEVICINITY OF WORK. ADDITIONALLY, THEY SHALL BE RESPONSIBLE FOR MAINTAINING ALLEXISTING SERVICES, INCLUDING UTILITY, GARBAGE COLLECTION, MAIL DISTRIBUTION, ETC, TOALL EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK.5.ON-SITE HAZARDS TO PUBLIC SAFETY SHALL BE SHIELDED BY CONSTRUCTION FENCING.FENCING SHALL BE MAINTAINED BY THE PROJECT OWNER AND CONTRACTOR UNTIL SUCHTIME THAT THE PROJECT IS COMPLETED AND OCCUPIED, POTENTIAL HAZARDS HAVE BEENMITIGATED, OR ALTERNATIVE PROTECTIVE MEASURES HAVE BEEN INSTALLED.6.SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY PUBLIC IMPROVEMENTSTANDARDS. TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. THE TESTRESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.7.ROADWAY COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL, AGGREGATE BASEMATERIAL, AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADEPRIOR TO THE PLACEMENT OF THE NEXT MATERIAL LIFT.8.SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THEZONE BETWEEN FINISHED SUBGRADE ELEVATION AND A MINIMUM OF ONE FOOT BELOW. ALLMATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO90% RELATIVE COMPACTION.9.A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETEDARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION.RECORD DRAWINGS SHALL BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVILENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING AS-BUILT PLANS MAY BEPRESENT WHEN THE FINAL INSPECTION IS MADE BY THE CITY .10.AN ENGINEER OF WORK AGREEMENT AND AN ENGINEER CHECKING AND INSPECTIONAGREEMENT ARE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE BUILDINGDEPARTMENT SHALL BE NOTIFIED IN WRITING OF ANY CHANGES TO THE ENGINEER OF WORKAGREEMENT. CONSTRUCTION SHALL NOT PROCEED WITHOUT AN ENGINEER OF WORK.11.ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION.12.A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITYRIGHT-OF-WAY. THE ENCROACHMENT PERMIT MAY ESTABLISH ADDITIONAL UTILITY ANDTRAFFIC CONTROL REQUIREMENTS.13.THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY BUILDING DEPARTMENT MAY REQUIREREVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD.ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER’S ENGINEER OFWORK.14.HYDROSEEDING OR OTHER PERMANENT EROSION CONTROL SHALL BE PLACED ANDESTABLISHED WITH 90% COVERAGE ON ALL DISTURBED SURFACES (OTHER THAN PAVED ORGRAVEL SURFACES) PRIOR TO THE FINAL INSPECTION.15.FOR ANY PUBLIC IMPROVEMENTS TO BE MAINTAINED BY THE CITY , IF ENVIRONMENTALPERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS, THE CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD/STATE WATER RESOURCES CONTROL BOARD, OR THE CALIFORNIADEPARTMENT OF FISH & GAME ARE REQUIRED, THE DEVELOPER SHALL:15.a.SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY BUILDING DEPARTMENTOR,15.b.DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOTREQUIRED;PRIOR TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE ANDRELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAIDPERMITS WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.16.WHEN THE PROJECT SITE EARTHWORK IS NOT INTENDED TO BALANCE THEN A SEPARATEGRADING PERMIT FOR THE SENDING OR RECEIVING PROPERTY MAY BE REQUIRED. A COPY OFTHE PERMIT/S OR EVIDENCE THAT NO PERMITS ARE REQUIRED SHALL BE SUBMITTED TO THEDEPARTMENT PRIOR TO COMMENCING PROJECT EARTHWORK.PRO-ECT PRECONSTRUCTION 0EETINGPRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITHTHE REPRESENTATIVE OF THE CITY OF SAN LUIS OBISPO, THE CIVIL ENGINEER OF RECORD, THESOILS ENGINEER OF RECORD, THE GRADING CONTRACTOR OF RECORD, THE OWNER/DEVELOPER,AND OTHERS REQUIRED TO IMPLEMENT AND TO SUPPORT THIS PROJECT. THE OWNER/DEVELOPERSHALL COORDINATE THIS MEETING WITH THE CITY REPRESENTATIVE AND OTHER PARTIES.OBSER9ATION AND TESTING PROGRA0THE SOILS ENGINEER OF RECORD SHALL OBSERVE THE FOLLOWING TASKS:1.PLACEMENT, BACKFILL, AND COMPACTION OF FILL MATERIALBI-WEEKLY REPORTS ARE REQUIRED BY THE SOILS ENGINEER OF RECORD TO THE GRADINGINSPECTOR, MONITORING THE JOB PROGRESS INCLUDING THE STATUS OF EROSION &SEDIMENTATION MONITORING.A FINAL REPORT IS REQUIRED FOR ENGINEERING GRADING INCLUDING ALL COMPACTIONREPORTS.PRO-ECT REPORT RE4UIRE0ENTSFINAL REPORTSFINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH U.B.C. SECTION 3318.1PAD CERTIFICATION REQUIREMENTA SOIL OR CIVIL ENGINEER SHALL DETERMINE GRADING PERFORMED FOR THIS PROJECT IS INSUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND IS SUITABLE TO SUPPORT THEINTENDED STRUCTURE(S). THE ENGINEER SHALL SUBMIT A FINAL REPORT TO THE CITY OF SAN LUISOBISPO.SOIL REPORT REQUIREMENTSTHE SOIL REPORT SL-16264-SA OBSERVATIONS AND RECOMMENDATIONS SHALL BE FOLLOWED. AREPRESENTATIVE OF THE GEOTECHNICAL SERVICES SHALL OBSERVE ALL APPLICATIONS REGARDINGGENERAL GRADING, PAD GRADING, SLOPE CONSTRUCTION, UTILITY TRENCHES AND FOUNDATIONCONSTRUCTION.GRADING NOTES1.ALL GRADING CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CODES AS NOTED UNDER"APPLICABLE CODES" HEADING.2.THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETINGWITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITYBUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, ANDARRANGE FOR INSPECTION.3.GRADING SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT#SL-16264-SA BY EARTH SYSTEMS PACIFIC, INC. , DATE 4/21/2011 FILED WITH THE CITY OF SANLUIS OBISPO.4.SOILS ENGINEER TO DETERMINE THE SOIL IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE.SUCH REPORT INCLUDING PROGRESS AND/OR COMPACTION REPORTS SHALL BE SUBMITTED TOTHE FIELD INSPECTOR PRIOR TO FINAL INSPECTION WHEN A SOILS REPORT IS OBTAINED. THECITY POLICY REGARDING PAD CERTIFICATION SHALL BE FOLLOWED. WHEN APPLICABLE THEENGINEER SHALL OBSERVE THE GRADING OPERATION(S) AND PROVIDE THE FIELD INSPECTORWITH REQUIRED COMPACTION REPORTS AND A REPORT STATING THAT THE GRADINGPERFORMED HAS BEEN OBSERVED AND IS IN CONFORMANCE WITH THE UBC AND CITYORDINANCES.5.NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONEVERTICAL (2:1).6.DUST CONTROL IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.7.AREAS OF FILL SHALL BE SCARIFIED, BENCHED AND RECOMPACTED PRIOR TO REPLACING FILLAND OBSERVED BY A SOIL OR CIVIL ENGINEER.8.FILL MATERIAL WILL BE RECOMPACTED TO 90% OF MAXIMUM DENSITY.9.REMOVE ANY DELETERIOUS MATERIAL ENCOUNTERED BEFORE PLACING FILL.10.ALL DISTURBED AREAS SHALL BE HYDRO SEEDED OR PLANTED WITH APPROVED EROSIONCONTROL VEGETATION AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE.11.MINIMUM SETBACK TO CREEKS AND BLUFFS SHALL BE MAINTAINED. MINIMUM SETBACK OF TWOFEET FROM ALL PROPERTY LINES WILL BE MAINTAINED FOR ALL GRADING.12.MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 5% FOR THE FIRST TEN FEET AROUNDPERIMETER.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEYMARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BERESET AT THE CONTRACTOR'S EXPENSE.14.ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT OF WAY SHALL HAVEAN APPROPRIATE CONTRACTOR'S LICENSE, A LOCAL BUSINESS LICENSE, AND SHALL OBTAIN ANENCROACHMENT PERMIT.15.ENGINEERING REPORTS FOR CUT OR FILL SLOPES STEEPER THAN 2:1 SHALL BE SUBMITTED TOTHE FIELD INSPECTOR.UNDERGROUND UTILITY NOTES1.AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHINTHE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURESMAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE.THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES ANDOTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION.2.ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THECONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OFANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BEPRESENT DURING EXCAVATION.SPECIAL INSPECTIONS1.ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 2019 CALIFORNIA BUILDING CODE(CBC) CHAPTER 17.2.SPECIAL INSPECTION REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE OWNER ORREGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'SAGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONSDURING CONSTRUCTION ON ALL TASKS IDENTIFIED BELOW.3.SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATECOMPETENCE, TO THE SATISFACTION OF THE CITY BUILDING DEPARTMENT. NAMES ANDQUALIFICATIONS OF SPECIAL INSPECTOR(S) SHALL BE SUBMITTED TO THE CITY BUILDINGDEPARTMENT FOR APPROVAL.4.EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF COMPONENTS LISTED IN THESPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE CITYBUILDING DEPARTMENT AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK. THESTATEMENT SHALL CONTAIN THE ITEMS LISTED IN CBC 1706.1.5.A FINAL REPORT PREPARED BY A SOIL OR CIVIL ENGINEER SHALL BE SUBMITTED TO THE FIELDINSPECTOR STATING THE WORK PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED PLANS, APPLICABLE CODES, AND IS FOUND TO BE SUITABLE TO SUPPORT THEINTENDED STRUCTURE. SUCH REPORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS,COMPACTION DATA ETC.SECTION 1705, STATEMENT OF SPECIAL INSPECTIONS:·1705.1 GENERAL. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY SECTION 1704,1707 OR 1708, THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALLPREPARE A STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705 FORSUBMITTAL BY THE PERMIT APPLICATION (SEE SECTION 1704.1.1).·1705.2 CONTENT OF STATEMENT OF SPECIAL INSPECTIONS. THE STATEMENT OF SPECIALINSPECTIONS SHALL IDENTIFY THE FOLLOWING:a.THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIALINSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGNPROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK.b.THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.c.THE TYPE AND EXTENT OF EACH TEST.d.ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WINDRESISTANCE AS SPECIFIED IN SECTION 1705.3, 1705.4, 1707 OR 1708.e.FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BECONTINUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL INSPECTION. SECTION (TABLE) 1704.7, REQUIRED VERIFICATION AND INSPECTION OF SOILS.a.VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARINGCAPACITY SHALL BE PERFORMED PERIODICALLY DURING TASK.b.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPERMATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK.c.PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS, SHALL BEPERFORMED PERIODICALLY DURING TASK.d.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENTAND COMPACTION OF CONTROLLED FILL, SHALL BE PERFORMED CONTINUOUSLY DURINGTASK.e.PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HADBEEN PREPARED PROPERLY, SHALL BE PERFORMED PERIODICALLY DURING TASK.OBSERVATION & TESTING PROGRAM.THE PROJECT SOILS ENGINEER SHALL PERFORM THE INSPECTION & TESTING FOR THEFOLLOWING TASKS:·FINAL PLANS·STRIPPING AND CLEARING OF VEGETATION·RECOMPACTION OF SCARIFICATION SOILS·FILL PLACEMENT AND COMPACTION·OVER EXCAVATING·VERIFICATION OF SOILS TYPE & DEPTH·FINAL REPORTTHE SOIL ENGINEER OF WORK SHALL BE EARTH SYSTEMS PACIFIC, INC. SOILS REPORT#SL-16264-SA THE PROJECT ENGINEER OF WORK SHALL PERFORM THE INSPECTION FOR THEFOLLOWING TASKS:·ROUGH GRADING & SITE PREPARATION·FINAL GRADING INSPECTION PRIOR TO FINAL CITY INSPECTIONTHE PROJECT ENGINEER OF WORK SHALL BE DANIEL SOTELO OF ENGINEERING DESIGNPROFESSIONALS, INC., RCE 81227, P.O. BOX, SAN LUIS OBISPO, CA 93403, PHONE (805) 602-6167THE ENGINEER OR WORK SHALL STATE IN WRITING THE WORK IS IN SUBSTANTIALCONFORMANCE WITH THE APPROVED PLANS.PRO-ECT SUR9EY 0ONU0ENTSEXISTING SURVEY MONUMENTS SHALL BE TIED OUT OR REPLACED IN ACCORDANCE WITHCITYSTANDARDS AND SPECIFICATIONSGRADING AND 9EGETATION RE0O9ALTO CONTROL EROSION, ACTUAL GRADING SHALL BEGIN WITHIN 30 DAYS OF VEGETATION REMOVALOR THAT AREA SHALL BE PLANTED UNDER THE PROVISIONS OF SECTION 16.08.340. NOVEGETATION REMOVAL OR GRADING WILL BE ALLOWED WHICH WILL RESULT IN THE SILTATION OFWATER COURSE OR UNCONTROLLABLE EROSION (16.08.300 C.2)GROUND PREPARATIONPREPARATION OF GROUND FOR FILL. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVEFILL BY THE REMOVAL OF TOPSOIL AND OTHER UNSUITABLE MATERIALS AS DETERMINED BY THESOILS ENGINEER.PREPARATION OF THE GROUND. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BYREMOVING VEGETATION, NON-COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALSSCARIFYING TO PROVIDE A BOND WITH THE NEW FILL.FILL MATERIAL PERMITTED. NO ORGANIC MATERIAL SHALL BE PERMITTED IN FILLS EXCEPT ASTOPSOIL USED FOR SURFACE PLANT GROWTH ONLY AND WHICH DOES NOT EXCEED 4 INCHES INDEPTH. (16.08.310 E)EROSION CONTROL 0EASURESEROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE ANDFUNCTIONALEART+:OR. 4UANTITIESAREA OF DISTURBANCE = 0.47 ACESTIMATED CUT: 1,480 CY±ESTIMATED FILL: 551 CY±NET: 929 CY± CUTMAX CUT: 13'MAX FILL: 6'NOTE: EXACT SHRINKAGE, CONSOLIDATION, AND SUBSIDENCE FACTORS AND LOSSES DUE TOCLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASEDUPON THE DIFFERENCE BETWEEN EXISTING GROUND SURFACE AND PROPOSED FINISH GRADES,AS SHOWN ON THE PLAN, AND SHOULD VARY ACCORDING TO THESE FACTORS. THE CONTRACTORSHALL BE RESPONSIBLE FOR SITE INSPECTION AND QUANTITY TAKE OFF, AND SHALL BIDACCORDINGLY.LEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||APPLICABLE CODES·2019 CALIFORNIA BUILDING CODE·2019 CALIFORNIA ELECTRICAL CODE·2019 CALIFORNIA FIRE CODE·2019 CALIFORNIA PLUMBING CODE·2019 CALIFORNIA REFERENCE STANDARDS CODE·CITY STANDARD SPECIFICATIONS: CURRENT EDITION·CITY ENGINEERING STANDARDS: CURRENT EDITION·CITY FIRE CODE ORDINANCE·CITY LAND USE ORDINANCE·GRADING 2019 APPENDIX CHAPTER 33NOTE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURSPRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THEAPPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER,SEWER, DRAINAGE OR UNDERGROUND FACILITIES.CITY OF SAN LUIS OBISPO NOTESA.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THEUTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENTEDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. (THE CURRENTADOPTED STANDARDS ARE DATED AUGUST 2020.)B.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK, OR DRIVEWAYAPPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKSDIRECTOR.C.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLICRIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES. WORKREQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS,UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK,DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREETTREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTIONOR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.D.CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST A 48-HOURNOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION.E.THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD ANDCONSTRUCTION DEBRIS AT THE END OF EACH DAY.F.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.G.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALLHAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINALINSPECTION APPROVALS.H.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUTBY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TOOCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS ANDPROFESSIONS CODE.I.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THESATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALLDEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.J.ONE 15-GALLON STREET TREE IS REQUIRED FOR EACH 35 LINEAL FEET OF FRONTAGE ORFRACTION THEREOF. TREE SPECIES AND PLANTING REQUIREMENTS SHALL BE PER CITYENGINEERING STANDARDS.GEOTECHNICAL REPORTPROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPBENCHMARKFLOOD ZONE INFORMATIONA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 190.00 FEET (57.910 m)TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE(00.00)TC(00.00)EG(00.00)EP(00.00)FL(00.00)ACTOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETEPROPOSEDEXISTING00.00TC00.00FG00.00EP00.00FL00.00ACLEGENDHIGH POINT00.00HP(00.00)TRW(00.00)TFTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER00.00TRW00.00TF(0" CURB WHERE APPLIES)DATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
4/20/2022
DS
DSC1144/20/2022NTS
NOTE SHEET
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYPMT-TBDSITE DATAAPN No.002-412-011ACREAGE:0.89ZONINGO-HA ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
FS
2
0
0
.
2
6
FS 200.79FS2
0
0
.
6
6
T
G
1
9
7
.
6
8
I
N
V
7
200
.
0
0
T
G
194.
5
6
I
N
V
7 190.10 TG187.10 INV9195.55 TG189.50 INV (N)189.50 INV (W)91
8
9
.
9
3
F
G
201.07F
S
200.94F
S
200.58FS200.81FG2
0
1
.
5
5
FS
2
0
1
.
1
1FS
199.80 TG197.06 INV9200.92FG200.64FS193.66FS2
0
1
.
2
5
F
S 201.07FS190.16FS190.16F
S
190.80FS2.1%200.90FS201.00FG201.00FG200.62F
G200.41FS2.1%2
0
0
.
2
5
FS
2
0
0
.
2
4
FS
200.35FS200.64FS1.4%200.90FS19
1
.
8
1
FS
19
1
.
9
4
FS
19
1
.
2
2
FS
19
0
.
4
4
FS
19
0
.
1
1
FS
18
9
.
9
6
FS
18
9
.
9
6
FS191.54F
S
19
1
.
2
0
FS
191.04FS19
0
.
8
2
FS
4.1%1
9
0
.
2
8
F
S 190.07FS1
9
0
.
3
6
F
S
1
9
0
.
2
0
F
S
2.0%3.9%190.39FS1
9
0
.
6
8
F
S 190.68F
S 190.34FS190.34FS190.48FS190.05FS2.0%3.5%2.8%20
1
.
0
7
F
S
20
1
.
0
7
F
S
20
0
.
9
1
F
S
2
0
0
.
9
1
F
S
189.98
FS201.07FS193.43
FG
193
.
7
2
FG
19
3
.
1
0
F
G
19
3
.
9
1
FG
200.94FG196.29FG2
0
0
.
9
4
F
S
2.0%19
0
.
3
1
F
S
200.95FS200
.
9
6
FS
200.96
FS
201.07FS511 FT511.5 FT201.24FS200.57FS200.35FS0.8%0.8%194.50
FL 193.29 TG191.29 INV75.0%2.0%195194194
201
E
C3
189.93FG59 FT189.86 TG187.36 INV70.5%1901902012012014433201201
2
0
0
2001020
0
.
7
9
FL
20
0
.
4
7
FL
200.03FL10200.83FS200.83FS200.82FS10PG E TRANSFOR0ER BY OT+ERS 2
0
2
.
6
8
F
S
200.55FS194.29FL194.
1
9
FL
2.0%1.7%200.26FS200.20FS13.4%15.0%3.9%9.7%200.99FG200.89FS5%MIN193.47FL8200.08
FL
17172.0%BENCHMARKEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.DISCLAIMER NOTE:Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gFF2% MINCONCRETE8" MIN5% MINFOR 10'BUILDING SLAB SECTIONGEOTECHNICAL REPORTEARTHWORKSSITE DATAPROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.CUT = 1,480 CYFILL = 551 CYNET = 929 CY CUTAPN No.002-412-011ACREAGE:0.89ZONINGO-H1005SCALE: 1" =1010'TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPFLOOD ZONE INFORMATIONA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 190.00 FEET (57.910 m)DATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
4/20/2022
DS
DSC2244/20/2022NTS
GRADING PLAN
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYPMT-TBD13654DEEPENED FOOTING, MAX DEPTH PER PLAN (SEE STRUCTURALPLANS FOR DETAILS).CONSTRUCT RETAINING WALL, MAX WALL HEIGHT AND LENGTH PERPLAN, SEE STRUCTURAL PLANS FOR DETAILS). CONTRACTOR TOPROVIDE ASPHALTIC WATER PROOFING AND BACK OF WALL DRAIN PERSLO STANDARD 5020 AND GEOTECHNICAL REPORT. CONTRACTOR TOPROVIDE EDGE PROTECTION WHERE REQUIRED PER CBCREQUIREMENTS.CONSTRUCT 4" CONCRETE OVER 4" TO 6" OF IMPORTED SAND OVER 18"TYPE II AGGREGATE BASE REINFORCED WITH NO. 3 BARS PLACED AT 24IN O.C. BOTH WAYS PER GEOTECHNICAL REPORT.CONSTRUCT 4" CONCRETE DRIVEWAY OVER 4" TO 6" OF IMPORTED SANDOVER 18" TYPE II AGGREGATE BASE REINFORCED WITH NO. 3 BARSPLACED AT 24 IN O.C. BOTH WAYS PER GEOTECHNICAL REPORT ANDCITY OF SLO STANDARD 2130.8CONSTRUCT STAIRS PER CBC REQUIREMENTS.97CONSTRUCTION NOTES21011121613TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS)PROTECT TREE PER CITY OF SLO STANDARD 77-1.03A (2) TREE PROTECTION1415RAISED PLANTER BED (SEE LANDSCAPE PLANS FOR DETAILS)DECORATIVE CONCRETE (SEE LANDSCAPE PLANS FOR DETAILS)GRASSCRETE (SEE LANDSCAPE PLANS FOR DETAILS)CONTRACTOR TO INSTALL REMOVABLE BOLLARDSCONSTRUCT FLOW LINE AS SHOWNBENCH (SEE LANDSCAPE PLAN FOR DETAILS)LEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE(00.00)TC(00.00)EG(00.00)EP(00.00)FL(00.00)ACTOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETEPROPOSEDEXISTING00.00TC00.00FG00.00EP00.00FL00.00ACLEGENDHIGH POINT00.00HP(00.00)TRW(00.00)TFTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER00.00TRW00.00TF(0" CURB WHERE APPLIES)INSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENTPER MANUFACTURERS SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED NEARDRIVEWAY LOCATIONS.DECOMPOSED GRANITE (SEE ARCHITECTURAL PLANS FOR DETAILS)174" IRON CAST IRON PIPEA ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
FRONTAGE IMPROVEMENTS (BY OTHERS)FF=201.40BUILDING2.5'RW5%MINSECTION @ SOUTH WESTNTSAFOUNDATION (BY OTHERS)NIPOMO ST (PUBLIC)EXISTING GRADESECTION @ SOUTH EASTNTSBFF=201.4BUILDING0.25'FRONTAGE IMPROVEMENTS (BY OTHERS)MONTEREY STCLRWEXISTING ASPHALT (PUBLIC)FF=201.4BUILDINGPL39.8'±1.0'±25.5'CONCRETE1.0%MINEXISTING GRADESECTION @ NORTH EASTNTSC±12.8' LANDSCAPE6' MAX HEIGHTRETAINING WALL2.0%MIN10.0'4"PROPOSED GROUND1.0%MINSEAT WALL BENCH(SEE LANDSCAPE PLANS FOR DETAILS)FF=201.40BUILDINGPARKINGSTRUCTURE(BY OTHERS)FF 201.33PARKINGSTRUCTURE(BY OTHERS)FF 189.33FOUNDATION (BY OTHERS)EXISTING GRADE±1.5'6" CLASS II AGG BASESECTION @ NORTH WESTNTSE2.0%FF=201.40BUILDINGFOUNDATION (BY OTHERS)EXISTING GRADEPARKINGSTRUCTURE(BY OTHERS)FF FF 190.16±25.5' ALLEY2.0%SECTION @ NORTH WESTNTSD13.9'11.6'FLDATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
4/20/2022
DS
DSC3344/20/2022NTS
DETAIL SHEET
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYPMT-TBDCONC. FLOOR SLABF.F. ELEV. PER PLANTYPICAL DOWNSPOUT TIE INNTS1DOWNSPOUT FROM ROOF GUTTERDOWNSPOUT ADAPTORINSERTED IN RISER PIPECLEANOUT WITH ENDCAP ADJUST RIMELEVATION PER PLAN6" SDFINISH GRADESTORM DRAINPIPE PER PLAN.INV ELEVATIONPER PLAN.90° ELBOW45° BEND45° WYEHDPE PIPE (TYP.)NOTES:1.ALL PIPES/FITTINGS LOCATED WITHIN 5 FEET OF FOUNDATION SHALL BE WATER TIGHT2.ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATERTIGHT. CONTRACTOR TO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEERPRIOR TO CONSTRUCTION3.ALL PIPES/FITTING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS4.DO NOT GLUE DOWNSPOUT ADAPTER TO STORM DRAIN RISER - USE SMALL AMOUNT OF LUBRICANT ORGREASE TO SEAL CONNECTION AND ALLOW FOR FUTURE ADAPTER5.CLEANOUTS, FITTINGS, AND PIPE TO BE TRAFFIC RATED IF LOCATED IN AREAS NEAR OR IN VEHICULARTRAFFICNOTES:1.NO TREES OR LARGE BUSHES ARE TO BE PLANTED OVER SEWER/STORM DRAIN PIPE2.NATIVE MATERIAL MAY SUFFICE FOR BEDDING AND INITIAL BACKFILL - SEE SOILS REPORT3.CONTRACTOR TO INSTALL PIPE PER MANUFACTURER'S SPECIFICATIONS4.CONTRACTOR TO VERIFY MANUFACTURER'S MIN COVER AND LOADING REQUIREMENTS PRIOR TO CONSTRUCTION5.ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATER TIGHT. CONTRACTORTO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTIONS9" MAX DIA.FINISH GRADESTORM DRAIN/SEWER TRENCH (3" DIA. AND LARGER PIPES)NTS2LANDSCAPE TOPSOIL,WHERE OCCURSNATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)NON-VEHICULAR AREASS9" MAX DIA.PAVEMENT SECTION PERGEOTECHNICAL REPORTTOP 12" @ 95% MIN R.C.NATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)VEHICULAR AREASSTORM TECH UNDERGROUND DETENTION CHAMBERSNTS3A ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
E VAULTEXISTING UTILITY VAULTEXISTING CATV VAULTEXISTING PARKING METEREXISTING PARKING METEREXISTING NO PARKING SIGNEXISTING WATER METEREXISTING CURB AND SIDEWALKEXISTING CURB AND SIDEWALKEXISTING DRIVEWAYEXISTING STREET LIGHTEXISTING ELECTRICAL VAULTEXISTING CURB GUTTER AND SIDEWALKEXISTING GATE VALVESEXISTING FIRE HYDRANTEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING PARKING METEREXISTING POWER POLEEXISTING 2.5' RETAINING WALLEXISTING GATE VALVEEXISTING POWER POLEEXISTING STREET SIGNEXISTING CURB & SIDEWALKEXISTINGHANDICAPRAMPEXISTING CURB ANDSIDEWALKEXISTING CURB,GUTTER, ANDSIDEWALKEXISTING STREET TREEEXISTINGHANDICAPRAMPEXISTING SSCOEXISTINGWATER METEREXISTING GATE VALVEMONTEREY STREETDANA STREETEXISTING SSMHRIM EL = 191.85NIPOMO STREET
N36° 28' 51"W 279.70'N53° 05' 37"E 214.61'S36° 15' 10"E 281.64'(PUBLIC)(PUBLIC)(PUBLIC)2.43'BUILDINGFF PROPOSED T+EATER60' RW30' RW30' RWLI0ITS OF YR FLOOD PLAINLI0ITS OF YR FLOOD PLAINLI0ITS OF YR FLOOD PLAINLINE OF DECK ABOVELINE OF STAIRS ABOVE0.5'1189.86 TG187.36 INV.1200.00 TG194.56 INV.1200.66 TG197.68 INV.2200.63 RIM193.96 INV.2197.31 RIM190.77 INV.7197.54 INV.199.80 TG190.10 TG187.10 INV.180.10 SUMP3195.55 TG189.50 INV. (N)189.50 INV.(W)185.61 SUMP4493386 LF 6" SD @ 4.84%88FUTURE PAR.ING STRUCTURE7197.11 INV.422.0'19.4'27.0'9 CF9 CF197.06 INV.189.80 SUMP9 CFFRONTAGE IMPROVEMENTS (BY OTHERS)FRONTAGE IMPROVEMENTS (BY OTHERS)
10.3'
7.5'
7.0'17.8'6193.64 INV.6190.31 INV.91193.29 TG191.29 INV.826 LF 6" SD @ 6.88%23 LF 6" SD @ 4.0%88 LF 6" SD @ 4.0%7 LF 6" SD @ 11.55%829 LF 6" SD @ 11.55%84 LF 6" SD @ 11.55%87 LF 6" SD @ 2.16%818 LF 6" SD @ 2.16%85 LF 6" SD @ 2.16%1231010BENCHMARKEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.DISCLAIMER NOTE:Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gFF2% MINCONCRETE8" MIN5% MINFOR 10'BUILDING SLAB SECTIONGEOTECHNICAL REPORTSITE DATAPROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.APN No.002-412-011ACREAGE:0.89ZONINGO-H1005SCALE: 1" =1010'TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPFLOOD ZONE INFORMATIONA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)DATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
4/20/2022
DS
DSC4444/20/2022NTS
UTILITY PLAN
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYA 4/20/2022
PMT-TBDLEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE(00.00)TC(00.00)EG(00.00)EP(00.00)FL(00.00)ACTOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETEPROPOSEDEXISTING00.00TC00.00FG00.00EP00.00FL00.00ACLEGENDHIGH POINT00.00HP(00.00)TRW(00.00)TFTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER00.00TRW00.00TF(0" CURB WHERE APPLIES)12ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED INDRIVEWAY LOCATIONS.3INSTALL STORMTECH MC-4500 CHAMBERS W/ MANHOLE PERMANUFACTURERS SPECIFICATIONS. SEE STORMTECH DETAIL 3,SHEET C3.45678STORM DRAIN CONSTRUCTION NOTESINSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENTPER MANUFACTURERS SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.CONNECT ROOF DRAINS TO ADS EXPANDABLE DOWNSPOUT ADAPTERWITH CLEAN OUT OR EQUIVALENT PER MANUFACTURER'SSPECIFICATIONS AND TYPICAL DOWNSPOUT DETAIL 1, SHEET C3.INSTALL 6"X6" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OR EQUIVALENTPER MANUFACTURE'S SPECIFICATIONS.INSTALL 6" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL 6" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL ADS-N12 WT HDPE STORM DRAIN PIPE OR EQUIVALENT PERMANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET C3. SLOPEAND SIZE PER PLAN.9EMERGENCY OVERFLOW (FUTURE). CONNECTION BY OTHERS.12SEWER CONSTRUCTION NOTES6" PVC (SDR 35, OR EQUAL) GRAVITY SEWER LATERAL AT 2.0% MIN.SLOPE FROM POINT OF CONNECTION TO BUILDING, WITH END OF RUNSEWER CLEAN OUT W/TRAFFIC RATED LID PER CITY OF SLO SEWERLATERAL STANDARD DETAILS 6810, 6710, AND DETAIL 2, SHEET C3.6" PVC (SDR 35, OR EQUAL) SEWER CLEANOUT. CLEANOUT SHALLHAVE WELL W/TRAFFIC RATED LID PER CITY OF SLO SEWERCLEANOUT & WELL STANDARD DETAIL 6710 IN TRAFFIC LOCATIONS.3CONNECT TO FUTURE SEWER LATERAL. (LATERAL INVERT ELEVATIONBY OTHERS)104" CAST IRON PIPEA ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
SCALE: 1” – 10’-0” @ 30” x 42” SHEET SIZE
05'10'10' 20' 30'
Scale: 1" = 10'-0"
NORTH:
Conceptual Landscape Plan
SAN LUIS OBISPO REPERTORY THEATRE L-1
April 7, 2022
File Path: firma_SLO Repertory Theatre_21803 Last Date Modified: 040622
firma
l a n d s c a p e a r c h i t e c t s
p l a n n i n g • e n v i r o n m e n t a l s t u d i e s
187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803
SOLAR PANEL ARRAY ON PARKING
STRUCTURE, REFER TO WATRY
DESIGN PLANS
April 7, 2022NORTH:
L-2
May 23, 20188'24'04'8' 16'
SCALE: 1/8" = 10'-0"
NORTH:firma
l a n d s c a p e a r c h i t e c t s
p l a n n i n g • e n v i r o n m e n t a l s t u d i e s
187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803
Conceptual Landscape Plan
SAN LUIS OBISPO REPERTORY THEATRE
PLANT PALLETTE:
LANDSCAPE SITE PLAN LEGEND:
LANDSCAPE ZONE 1
Landscape Planter areas around
The buildings and parking structure .
LANDSCAPE ZONE 2
Landscape buffer zone
adjacent to neighboring residential property.
LANDSCAPE ZONE 3
Container Plants, freestanding ceramic pots.
HARDSCAPE 1
Porcelain tile or decorative concerte Fields
HARDSCAPE 2
Decorative paver band, plank style paver.
PUBLIC RIGHT OF WAY
Per City of San Luis Obispo Standards
File Path: firma_SLO Repertory Theatre_21803 Last Date Modified: 04062022
Conceptual Landscape Plan
SAN LUIS OBISPO REPERTORY THEATRE L-28'24'04'8' 16'
SCALE: 1/8" = 1'-0"
8'
SCALE: 1/8” – 1’-0” @ 30” x 42” SHEET SIZEfirma
l a n d s c a p e a r c h i t e c t s
p l a n n i n g • e n v i r o n m e n t a l s t u d i e s
187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803