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THESE PLANS AND SPECIFICATIONS ARE THE
<br /> SITE SPECIFIC APPLICATION SITE PLAN SHALL INCLUDE: PROPERTY OF USA SHADE AND FABRIC
<br /> STRUCTURES AND SHALL NOT BE
<br /> REPRODUCED WITHOUT THEIR WRITTEN
<br /> 1. ACTUAL DIMENSIONS OF SHADE STRUCTURES. PERMISSION.
<br /> 2. DIMENSIONS FROM ADJACENT STRUCTURES AND PROXIMITY OF ASSUMED OR ACTUAL
<br /> PROPERTY LINES.
<br /> 3. PROVIDE CODE ANALYSIS INCLUDING ACTUAL SHADE STRUCTURE AREA(SQ. FT.),
<br /> OCCUPANCY TYPE (A-3), AND TYPE OF CONSTRUCTION (V-B). INDICATE OCCUPANT LOAD
<br /> FACTOR per 2016 CBC, SECTION 1004. „
<br /> 4. INDICATE LOCATIONS OF FIRE EXTINGUISHER WITHIN 75 FEET.
<br /> _094-A mmff
<br /> I D LE
<br /> 5. SHOW LOCATIONS OF AUDIBLE FIRE ALARM. ft- MA - - - -
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<br /> 6. INDICATE DIMENSIONS FROM THE ROOF TO THE HIGHER STRUCTURE OR TERRAIN
<br /> USASHADE FEATURE. MINIMUM DIMENSION OF 20' FOR SNOW LOAD MODEL(ASCE 7-10).
<br /> 7. ACTUAL SITE ELEVATION (FT.)TO DETERMINE SITE OCCURS AT OR BELOW THE UPPER
<br /> ELEVATION LIMIT FOR THE GROUND SNOW LOAD SHOWN IN ASCE 7-10(FOR SNOW LOAD
<br /> & Fabric Structures ., MODEL).
<br /> 8. FOR RECESSED BASE PLATE (RBP) OPTION: ARCHITECT/ENGINEER OF RECORD TO CORPORATE HEADQUARTERS
<br /> SPECIFY THE LOWEST ANTICIPATED SERVICE TEMPERATURE (LAST).AS DEFINED IN AISC g505-A CHANCELLOR ROW
<br /> 341-10 SECTION A.3.4b, A4.1 AND A4.2 PER NOTE ON EACH INDIVIDUAL MODEL
<br /> ENGINEERING DRAWING WHICH RELATES TO DEMAND CRITICAL WELD AND "L.A.S.T." DALLAS, TX, 75247
<br /> TEMPERATURE (EITHER STRUCTURAL STEEL NOTE#14). 800-966-5005
<br /> 9. COMPLETE SCOPE OF WORK INCLUDING THE SHADE STRUCTURE MODEL NUMBER, P.C.
<br /> NUMBER, AND SPECIFIC SIZE OF SHADE STRUCTURE.
<br /> CERTIFICATIONS:
<br /> 10. ALL SADDLES, CLAMPS AND FITTINGS SHALL CONFORM TO THE GUIDELINES AS SPECIFIED
<br /> IN APPENDICES "A, B & C" RESPECTIVELY IN ASCE 19-10, "STRUCTURAL APPLICATIONS OF IAS CERTIFICATION No: FA-428
<br /> STEEL CABLES FOR BUILDINGS." CLARK COUNTY MANUFACTURER
<br /> 13 FZ 1 (:3 3 [1 A 1) EE FZ Li IIIIIIIIIIIIIIIIr Li FZ EE CERTIFICATION NUMBER (NEVADA): 355
<br /> 11. ARCHITECTS OF RECORD TO DETERMINE IF SPECIFIC SITE IS IN MAPPED GEOLOGIC
<br /> HAZARD ZONE. GEOHAZARD REPORT REQUIREMENTS PER DSA IR A-4.
<br /> DSA PC APPLICATION STAMP:
<br /> FILE NUMBER: PC-SS
<br /> IDENTIFICATION STAMP
<br /> DIVISION OF THE STATE ARCHITECT
<br /> APP. NO: 04 - 117140 INCR :
<br /> [) !3AA 13 04 117140
<br /> AC DF FLS DS SS VN
<br /> DATE 08/14/2018
<br /> CODE UPDATE FOR 04-113245
<br /> PRE-CHECK (PC)
<br /> DOCUMENT
<br /> Code : 2016 CBC
<br /> A separate project application
<br /> GENERAL114OTES for construction is required.
<br /> DRAWING DRAWING DESCRIPTION STRUCTURE TYPE MAX MODEL SCALE: AS NOTED
<br /> SITE SPECIFIC APPLICATION TITLE SHEET SHALL INCLUDE: NUMBER SIZE NUMBER DRAWING SIZE:
<br /> P.C. T-1.0 P.C. TITLE SHEET
<br /> APPLICABLE CODES P.C. T-2.0 DSA 103 FORMS
<br /> - C'1
<br /> • 2016 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 4.2 2900 HIP 29 X 39 9GA4912939 16 Z
<br /> • 2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. _ W
<br /> _
<br /> (2015 INTERNATIONAL BUILDING CODE VOLUMES 1-2 AND 2016 CALIFORNIA 2.1
<br /> Y
<br /> 2
<br /> AMENDMENTS) - U
<br /> • 2016 CALIFORNIA ELECTRICAL CODE (CEC) , PART 3, TITLE 24 C.C.R. _ _
<br /> 16
<br /> (2014 NATIONAL ELECTRICAL CODE AND 2016 CALIFORNIA AMENDMENTS) DSA 103 PCT-2.0
<br /> • 2016 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. MO EL: DSA4012030-16 - -
<br /> (2015 UNIFORM MECHANICAL CODE AND 2016 CALIFORNIA AMENDMENTS) STRU TORE: 20'X30'X12'(MAX.)HIP UNIT
<br /> MAX.,%R 4.1-600 SQ.FT.
<br /> • 2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. MAX. CUPANCY=40
<br /> (2015 UNIFORM PLUMBING CODE AND 2016 CALIFORNIA AMENDMENTS) MODE : DSA4013030-16 W
<br /> • 2016 CALIFORNIA ENERGY CODE CEC , PART 6, TITLE 24 G.C.R. ' STRUC RE: 30'X30'X12'HIP UNIT DSA 103-1/PC T-2.0 DSA 103-1/PC T-2.0 DSA 103-1/PC T-2.0 F_
<br /> ( ) MAX.AR A-900 SQ.FT. MODEL: 022030-16 MODEL: DSA2062030-16 MODEL. DSA1031414-16 Q
<br /> • 4 4000 0001:11 IGT INPORMATION SING L: DGIST PYRAMID 14 X 14 98A1 931414 16
<br /> 2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. MAX.OC UPANCY=60 STR E: 20'X30'X14'FULL CANTI HIP SINGLE STRUCTURE: 20'X30'X14'TRI TRUSS HIP SINGLE WIDE STRUCTURE: 14'X14'X12'SINGLE P YRAMID UNIT
<br /> (2015 INTERNATIONAL FIRE CODE AND 2016 CALIFORNIA AMENDMENTS) MODEL: SA4013040-16 AREA-600 SQ.FT. MAX.AREA-600SQ.FT. MAX.AREA-196SQ.FT. -
<br /> 16
<br /> STRUCTU : 30'X40'X15'HIP UNIT MAX.OCCUPANCY=40 MAX.OCCUPANCY=40 MAX.OCCUPANCY=13
<br /> • 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R. MAX.AREA 1200 SQ.FT.
<br /> • 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. MAX.OCCU ANCY=80
<br /> • TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS MODEL: D A401S2030-1
<br /> 2013 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS MAX.STRUAREA CTURE:
<br /> 0 SQ X12 HIP(20 F SNOW LOAD)
<br /> MAX.OCCUP CCY=40
<br /> PARTIAL LIST OF APPLICABLE STANDARDS8.1 1000 PRE)DUIST U
<br /> NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEMS 2016 EDITION _ : - 'AD m
<br /> NFPA 14 STANDPIPE AND HOSE SYSTEMS 2013 EDITION / _ _ 16
<br /> -�I
<br /> NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION - y Q Z
<br /> NFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION /; N 19 Fm 0 QRAPPPPQ2A UJ 1 0
<br /> NFPA 20 STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION / _�- 10.1-1000 PRODUCT INFORMATION FULL CANTILEVER JOINED 20 X 300 DSA3022060-16 o FCL
<br /> -
<br /> NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2013 EDITION ,� R
<br /> 10.2-2000 REACTIONS FULL CANTILEVER JOINED 20 X 300 DSA3022060-16
<br /> NFPA 24 PRIVATE FIRE MAINS &THEIR APPURTENANCES 2016 EDITION to UJ 0
<br /> NFPA 25 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE 2013 EDITION - z H LU W
<br /> OF WATER-BASED FIRE PROTECTION SYSTEMS _ _ O Z O Q p
<br /> NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE 2016 EDITION O
<br /> � Q U) �
<br /> NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION RQQI ICT - w N
<br /> NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2015 EDITION DSA 103-1/PC T-2.0 DSA 103-1 /PC T-2.0 DSA 103-2/PC T-2.0 _ _ 0
<br /> NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITION >MODEL: DSA3022060-16 MODEL: D 3052060-16 MODEL: DSA4182020 16 z o
<br /> NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION DSA 103-2/PC T-2.0 STRUCTURE: 20'X60'X14'FULL CANTI HIP JOINED STRUCT 20'X60'X14'T RI TRUSS HIP JOINED STRUCTURE: 20'X20'X14'TENSION ILS JOINEDTHREE O r V, �
<br /> MAX.AREA-1200 SQ.FT. MAX. A-1200 SQ.FT. MAX.AREA/SAIL-400 SQ.FT./SAIL
<br /> ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND 2012 EDITION MODEL: DSA44 73030-16 MAX.OCCUPANCY=80 M OCCUPANCY=80 MAX.OCCUPANCY/SAIL=26/SAIL _ LJ�
<br /> STRUCTURE: 30' 30'X14'(MA MARINER PEAK UNIT w
<br /> TELESCOPING SEATING, AND GRAND STANDS MAX.AREA-900 SQ.FT. NUMBER OF UNITS JOINED IS GOVERNED BY TOTAL N ER OF UNITS JOINED IS GOVERNED BY TOTAL NUMBER OF UNITS JOINED IS GOVERNED BY TOTAL
<br /> UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS 2005 EDITION
<br /> MAX.OCCUPA Y=60 AREA,OCCUPANCY AND SITE CONDITIONS E&OCCUPANCY AND SITE CONDITIONS AREA,OCCUPANCY AND SITE CONDITIONS - r LL O . O
<br /> FOR PROTECTION OF RESTAURANT COOKING AREAS i 4.2-2eee - - LLI ~ � U W _S�
<br /> UL 464 AUDIBLE SIGNAL APPLIANCES 2003 EDITION ~ U) U O o o
<br /> UL521 HEAT DETECTORS FOR FIRE PROTECTIVE 1999 EDITION 10 _P J W
<br /> SIGNALING SYSTEMS REAGTIGNSFeYR Paw- sAlEs 362e66389E)-i 6
<br /> REFERENCE CODE SECTION FOR NFPA STANDARDS-2016 CBC(SFM)CHAPTER 35. SEE Eng. By : DWH 08/07/18
<br /> CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. SHEET INDEX - P .C . D RAW I N G S
<br /> Design By : DWH 08/07/18
<br /> ` - • � �- Approved B DWH 08/07/18
<br /> SEE INDIVIDUAL STRUCTURAL DRAWINGS FOR SPECIFIC _ �-- --~- PP y
<br /> DESIGN NOTES AND LOADING. '' �S�O ARcy7T Mark Lowe, S.E. �OpR�fESSIn DRAWING DESCRIPTION:
<br /> f � HIGG1Naf�N -��S° HIGG'ti ��'� Structural Engineer ��" _ AL$eRr �'
<br /> ALL WORK SHALL CONFORM TO 2016 EDITION TITLE 24, ARCHITECTS V g � _ � P. C . TITLE SHEET
<br /> CALIFORNIA CODE OF REGULATIONS (C.C.R.) INCORPORATED U) .o.cll 19471 Misty Ridge Lane * 6 3 * DWG.
<br /> �A REN.1031-19 •� Trabuco Canyon, California 923679
<br /> DSA 103-2+PC -2.0 5A 103-2 I PC T-2.0 DSA 103-2/PC T-2.0 DSA 103-2/PC T-2.0 707 Brookside Avenue � OP CAL�FD�= 949-400-1265 qTE'OF CA F° $./101P01$
<br /> MODEL: DSA407Q6060-16 MODEL: DSA407J3 -16 MODEL: DSA4183030-16 MODEL: DSA30730- Redlands, CA 92373
<br /> malowe@me.com SHEET
<br /> STRUCTURE: 60'X60'X12'MARINER PEAK QUAD STRUCTURE: 20' 12'MARINER PEAK JOINED STRUCTURE: 30'X30'X14'TENSION SAILS JOINED STRUCTURE: 30'X30'X12'T ON SAILS JOINED 08/10/2018 10:19:20 AM P. C . T 1 .0
<br /> MAX.AREA-3600 SQ.FT. MAX.AREA- SQ.FT. MAX.AREA/SAIL-900 SQ.FT./SAIL MAX.AREA/SAIL-480 SQ.FT./S (909)375-3030
<br /> MAX.OCCUPANCY=120 MAX.OC ANCY=120 MAX.OCCUPANCY/SAIL=60/SAIL MAX.OCCUPANCY/SAIL=120
<br /> NUMBER OF UNITS JOINED IS GOVERNED BY TOTAL NU OF UNITS JOINED IS GOVERNED BY TOTAL NUMBER OF UNITS JOINED IS GOVERNED BY TOTAL NUMBER OF UNITS JOINED IS GOVERNED BY TOT www.haarch I nC.COm
<br /> AREA,OCCUPANCY AND SITE CONDITIONS A,OCCUPANCY AND SITE CONDITIONS AREA,OCCUPANCY AND SITE CONDITIONS AREA,OCCUPANCY AND SITE CONDITIONS REV.
<br /> BUILDING CODE DATA UNIT SELECTION AND DESCRIPTION ARCHITECT OF RECORD ENGINEER OF RECORD
<br />
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