|
IDENTIFICATION STAMP
<br /> DIV. OF THE STATE ARCHITECT
<br /> APP. 04-118151 INC:
<br /> REVIEWED FOR
<br /> SS 0 FLS 0 ACS❑
<br /> DATE: 05.22.19
<br /> SHADE
<br /> THESE PLANS AND SPECIFICATIONS ARE THE
<br /> PROPERTY OF USA SHADE AND FABRIC
<br /> & Fabric Structures Inc. STRUCTURES AND SHALL NOT IT
<br /> � REPRODUCED WITHOUT THEIR WRITTEN
<br /> PERMISSION.
<br /> USASHADE
<br /> & Fabric Structures
<br /> CORPORATE HEADQUARTERS
<br /> mF FZ LJ mFI
<br /> 8505-A CHANCELLOR ROW
<br /> DALLAS, TX, 75247
<br /> 800-966-5005 EE Z EE
<br /> CERTIFICATIONS:
<br /> IAS CERTIFICATION No: FA-428
<br /> CLARK COUNTY MANUFACTURER
<br /> CERTIFICATION NUMBER (NEVADA): 355
<br /> CUSTOMER:
<br /> Stockton Joint Unified
<br /> DSA P . C . 04 118151 School District
<br /> PROJECT NAME:
<br /> Franklin High School
<br /> ( REVISIONS TO 04 � 1 17219 ) LOCATION:
<br /> 4600 E . Fremont St .
<br /> Stockton, CA 95215
<br /> MODEL NUMBER: SEE SELECTION
<br /> SITE SPECIFIC APPLICATION SITE PLAN SHALL INCLUDE:
<br /> DRAWING DRAWING DESCRIPTION STRUCTURE TYPE MAX MODEL SITE SPECIFIC APPLICATION TITLE SHEET SHALL INCLUDE: NUMBER SIZE NUMBER
<br /> P.C. T-1.0 P.C. TITLE SHEET
<br /> 11. ACTUAL DIMENSIONS OF SHADE STRUCTURES. � � r
<br /> APPLICABLE CODES P.C. T-2.0 DSA 103 FORMS
<br /> 2. DIMENSIONS FROM ADJACENT STRUCTURES AND PROXIMITY OF ASSUMED OR 116. 11990 PRGDYGT INFI91RNqATION SINGLE POST PYRAMIE) 28 )( 28 BsAiE)�262E)_iI6
<br /> • 2019 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. ACTUAL PROPERTY LINES. 16.2-2888_ SINGLE PE)ST- _
<br /> • 2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.
<br /> (2015 INTERNATIONAL BUILDING CODE VOLUMES 1-2 AND 2016 CALIFORNIA 3. PROVIDE CODE ANALYSIS INCLUDING ACTUAL SHADE STRUCTURE AREA(SQ. FT.), -
<br /> AMENDMENTS) OCCUPANCY TYPE (A-3), AND TYPE OF CONSTRUCTION (V-B). INDICATE OCCUPANT _
<br /> • 2016 CALIFORNIA ELECTRICAL CODE (CEC) , PART 3, TITLE 24 C.C.R. LOAD FACTOR per 2016 CBC, SECTION 1004. 118.i_1000 PRODUCT INFORMATION TRIANGLE 25X25 ft�ffl 125-16
<br /> (2014 NATIONAL ELECTRICAL CODE AND 2016 CALIFORNIA AMENDMENTS)
<br /> • 2016 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. 4. INDICATE LOCATIONS OF FIRE EXTINGUISHER WITHIN 75 FEET.
<br /> (2015 UNIFORM MECHANICAL CODE AND 2016 CALIFORNIA AMENDMENTS) DSA 103-1 /PC T-2.0 DSA 103- /PC T-2.0
<br /> • 2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. 5. SHOW LOCATIONS OF AUDIBLE FIRE ALARM. MODEL: DSA\03�2. 020-16y MO EL: DSA1241414-16
<br /> STRUCTURE: 20'x 12' LE POST PYRAMID UNIT STR CTURE:14'x 14'x 12'SINGLE POST PYRAM CANTILEVER(2015 UNIFORM PLUMBING CODE AND 2016 CALIFORNIA AMENDMENTS) MAX.AREA-400 FT. MAXREA-196 SQ.FT.
<br /> 2016 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. 6. INDICATE DIMENSIONS FROM THE ROOF TO THE HIGHER STRUCTURE OR TERRAIN MAX.OCCUPAN26 MAX. CCUPANCY=1320.1 1099 E)SA481203012-16 2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. FEATURE. MINIMUM DIMENSION OF 20' FOR SNOW LOAD MODEL (ASCE 7-10). 20 2-2000 REACTIGNIS Hip -PQ- x 2-0- _QS_;A4Q_1_2939!2 46
<br /> (2015 INTERNATIONAL FIRE CODE AND 2016 CALIFORNIA AMENDMENTS) 7. ACTUAL SITE ELEVATION (FT.)TO DETERMINE SITE OCCURS AT OR BELOW THE
<br /> • 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R. 21.1 NFORMATIGN HIP 39 x 39 DSA491303912 16
<br /> 2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. UPPER ELEVATION LIMIT FOR THE GROUND SNOW LOAD SHOWN IN ASCE 7-10 (FOR
<br /> •
<br /> • TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS SNOW LOAD MODEL). 1
<br /> • 2013 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS
<br /> 8. FOR RECESSED BASE PLATE (RBP) OPTION: ARCHITECT/ENGINEER OF RECORD TO Via, 2:2 :2-:2000 IRFACTIC)IS12 20 X 40Hip DSA494394942 16:
<br /> SPECIFY THE LOWEST ANTICIPATED SERVICE TEMPERATURE (LAST). AS DEFINED IN 1 '
<br /> PARTIAL LIST OF APPLICABLE STANDARDS AISC 341-10 SECTION A.3.4b, A4.1 AND A4.2 PER NOTE ON EACH INDIVIDUAL MODEL. -
<br /> NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEMS 2016 EDITION ENGINEERING DRAWING WHICH RELATES TO DEMAND CRITICAL WELD AND "L.A.S.T." _
<br /> NFPA 14 STANDPIPE AND HOSE SYSTEMS 2013 EDITION TEMPERATURE (EITHER STRUCTURAL STEEL NOTE#14). MODEL: DS 4073040-16
<br /> STRUCTURE:3 'x40'x14'MARI ER PEAK 24.1-1000 PRODUCT INFORMATION JOINED HIPS VARIES DSA401J-16
<br /> NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION 9. COMPLETE SCOPE OF WORK INCLUDING THE SHADE STRUCTURE MODEL NUMBER, MAX.AREA-12 SQ.FT. 24.2-1001 DETAILS JOINED HIPS VARIES DSA401J-16 DSA PRE-CHECK
<br /> NFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION P.C. NUMBER, AND SPECIFIC SIZE OF SHADE STRUCTURE. MAX.000UPAN Y=8o
<br /> NFPA 20 STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION MODEL: DSA4 73040-16 24.3-2000 REACTIONS JOINED HIPS VARIES DSA401J-16
<br /> NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2013 EDITION STRUCTURE:30' 40'x 18'MA INER PEAK SHADE
<br /> 10. ALL SADDLES, CLAMPS AND FITTINGS SHALL CONFORM TO THE GUIDELINES AS MAX.AREA-1200 Q.FT. _
<br /> NFPA 24 PRIVATE FIRE MAINS &THEIR APPURTENANCES 2016 EDITION SPECIFIED IN APPENDICES "A, B & C" RESPECTIVELY IN ASCE 19-10, "STRUCTURAL DSA 103-2 PC T-2.0 MAX.OCCUPANCY-80
<br /> NFPA 25 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE 2013 EDITIONAPPLICATIONS OF STEEL CABLES FOR BUILDINGS." RUC U DSRE: R30NGLE 6 IA
<br /> STRUCTURES
<br /> OF WATER-BASED FIRE PROTECTION SYSTEMS MAX.AREA-271 SQ.FT.
<br /> NFPA 72 NATIONAL FIRE ALARM &SIGNALING CODE 2016 EDITION MAX.OCCUPANCY=18
<br /> NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION 11. ARCHITECTS OF RECORD TO DETERMINE IF SPECIFIC SITE IS IN MAPPED GEOLOGIC MODEL: DSA30140-16
<br /> HAZARD ZONE. GEOHAZARD REPORT REQUIREMENTS PER DSA IR A-4. STRUCTURE:TRIANGLE
<br /> NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2015 EDITION MAX.AREA-692 SQ.FT. 26.2 2090
<br /> -1-1 N 490 9GAS9349 16
<br /> NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITION MAX.OCCUPANCY 46 =
<br /> NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION 12. ARCHITECTS OF RECORD TO DETERMINE IF SPECIFIC SITE IS IN A MAPPED FIRE HAZARD SEVERITY ZONE OR WILDLAND INTERFACE AREA. P. C. O'T- 118151
<br /> ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND 2012 EDITION 2:7.2 2999 Dr-AnTAnNs 800 DSA6936A 16
<br /> TELESCOPING SEATING, AND GRAND STANDS 13. PROVIDE COPY OF CURRENT REGISTERED FLAME RESISTANT PRODUCT LETTER ON r: - . (REVISIONS TO 04-117219)
<br /> UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS 2005 EDITION " ;:;:: '
<br /> FOR PROTECTION OF RESTAURANT COOKING AREAS SPECIFIC SITE PLAN..„•:.
<br /> UL 464 AUDIBLE SIGNAL APPLIANCES 2003 EDITION
<br /> UL521 HEAT DETECTORS FOR FIRE PROTECTIVE 1999 EDITION v
<br /> SIGNALING SYSTEMS } DSA 103-2/Pc T-2.0
<br /> MODEL: DSA4 12030-16
<br /> REFERENCE CODE SECTION FOR NFPA STANDARDS-2016 CBC (SFM) CHAPTER 35. SEE STRUCTURE: 20'x 30'x 12'HIP NIT
<br /> CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. nMnAX.00CUPAN Y4 40
<br /> MODEL: DS 4013030-16
<br /> STRUCTURE: 0'x 30'x 12'HIP U T
<br /> DSA 103-2/PC T-2.0 MAX.OCCUP7CYQ= 60 TOTAL SHEET COUNT: 30 SHEETS
<br /> SEE INDIVIDUAL STRUCTURAL DRAWINGS FOR SPECIFIC DESIGN MODEL: DSA401J-16 MODEL: D A4013040-16 PRE-CHECK (PC)
<br /> STRUCTURE: JOINED HIP STRUCTUR : 30'x 40'x 15'HIP UNIT
<br /> NOTES AND LOADING. MAX.AREA- VARIES,SEE 24.1-1000 FOR OPTIONS MAX.AREA 1200 SQ.FT. ARCHITECT DOCUMENT
<br /> MAX.OCCUPANCY= VARIES MAX.OCC ANCY= 80
<br /> SEE SHEET 24.1-1000 FOR SELECTION OPTIONS MODEL: SA4014040-16STRCode : 2016 CBC
<br /> NUMBER OF UNITS JOINED IS GOVERNED BY TOTAL AREA, MAX.ARU E: 40'x Q. x 15'HIP UNIT
<br /> ALL WORK SHALL CONFORM TO 2016 EDITION TITLE 24, MAX.AR A-1600 SQ.FT. A separate project application
<br /> OCCUPANCY AND SITE CONDITIONS. MAX.OC UPANCY= 106 p p � pp
<br /> CALIFORNIA CODE OF REGULATIONS (C.C.R.). for construction is required.
<br /> ALL WORK SHALL BE IN COMPLIANCE WITH CFC CHAPTER 33 - -
<br /> FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. Arzc` � � 4s�R !F En B DWH 05/22/19
<br /> y�T a r g. y .
<br /> ��' �O H10G�4/ F� Mark Lowe, S.E. ca o
<br /> - s `� Design By : DWH 05/22/19
<br /> o Structural Engineer * No 3693 n,
<br /> x� ARCHITECTS N NO 191 I 19471 Misty Ridge Lane QTR �p�' Approved By : DWH 05/22/19
<br /> INCORPORATED RE u 10-3149 = Trabuco Canyon, California 92367 q�f UCTu Fob'
<br /> �o,� '��� ph. 949-400-1265 ofi CA,Q� DRAWING DESCRIPTION:
<br /> � CAL--
<br /> malowe@me.com 5/21/19
<br /> A103-2/PCT-2.0 DSA 103-2/PC -2.0 707 Brookside Avenue
<br /> MODE / DSA401Q-16 MODEL: DSA603M01-16 Redlands, CA 92373 P. C. TITLESHEET
<br /> STRU URE: QUAD JOINED HIP STRUCTURE: 40'0 HEXAGON
<br /> MAX REA-VARIES,SEE 25.1-1000 FOR TIONS MAX.AREA- 1,040 SQ.FT. (909) 375-3030
<br /> Mx.OCCUPANCY= VARIES MAX.OCCUPANCY= 69 www.haarchinc.com SHEET
<br /> SEE EET 25.1-1000 FOR SELECTION OPTIONS MODEL: DSA603M02-16
<br /> STRUCTURE: 60'0 HEXAGON
<br /> MBER OF UNITS JOINED IS GOVERNED BY TOTAL AR MAX.AREA- 2,338 SQ.FT. P . C .
<br /> �
<br /> CCUPANCY AND SITE CONDITIONS. MAX.OCCUPANCY=156
<br /> CODE DATA GENERAL NOTES UNIT SELECTION AND DESCRIPTION ARCHITECT ENGINEER
<br />
|