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<br /> PROJECT MAP CONSTRUCTION DRAWINGS FOR CONTACT INFORMATION ~
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<br /> N ORGANIZATION NAME PHONE ::E
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<br /> OWNER: w
<br /> 0FRANKLIN HIGH SCHOOL
<br /> STOCKTON UNIFIED SCHOOL DISTRICT STEVE BREAKFIELD (209) 933-7045 x2341
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<br /> KRISTI JUELCH (209) 933-7045 x2352 O
<br /> NORTH
<br /> 26 o 4 NOT TO SCALE CIVIL ENGINEER/LANDSCAPE ARCHITECT:
<br /> % VERDE DESIGN INC. MARK BAGINSKI (408) 850-3411
<br /> CHRIS SULLIVAN (916) 996-5525
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<br /> PROJECT STRUCTURAL ENGINEER: !�
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<br /> s� SITE AKH STRUCTURAL ENGINEERS, INC TIM HYDE (408) 978-1970
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<br /> m AMERICAN CONSULTING ENGINEERS
<br /> N `" y ELECTRICAL, INC SAMMY FERNANDEZ (408) 236-231 2 w
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<br /> 7m �� 4600 EAST FREMONT STREET AQUATIC DESIGN:
<br /> � OSB°RNEP m G AQUATIC DESIGN GROUP DENNIS BERKSHIRE (760) 438-8400
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<br /> KEMPF BILL KEMPF (831) 459-0951 STOCKTON, A95215
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<br /> 3 m Y JOHN KRISTEDJA JOHN KRISTEDJA (916) 933-7633 Nm
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<br /> BUILDING CONSULTANT:CD STOCKTON UNIFIED SCHOOL DISTRICT
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<br /> 71 N i o ENVIROPLEX GAYLENE GIVENS (209) 922-0722
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<br /> DSA PROJECT NUMBER 02 - 118259 MUSCO LIGHTING BOB CROOKHAM (530) 672-9500 cn
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<br /> GEOTECHNICAL ENGINEER:
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<br /> VERDE DESIGN, INC. PROJECT NO . 1 WALLACE - KUHL &ASSOCIATES, INC. MATT MOYNEUR (209) 372-1434 r
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<br /> *L8.3 MATERIAL & DETAIL REFERENCE PLAN - SWIMMING POOL AND GOLF DRIVING RANGE *DP-1 SWIMMING POOL DECK PLAN
<br /> / #pOF�SS�ON 100 Saratop Ave, Suite 200 Phone 408,236.2312 f *L9.3 IRRIGATION PLAN - SWIMMING POOL AND GOLF DRIVING RANGE *SP-1 SWIMMING POOL LAYOUT PLAN
<br /> u- +rx� Santa Gars, CsiifoWil 95125 Pax 408,236-2316 I *L10.3 PLANTING PLAN - SWIMMING POOL AND GOLF DRIVING RANGE *SP-2 SWIMMING POOL PIPING PLAN
<br /> SP-3 SWIMMING POOL UNDERWATER LIGHT/TIMING SYSTEM PLAN
<br /> *D1.1 DRAINAGE & UTILITY DETAILS *SP-4 SWIMMING POOL SECTIONS
<br /> / 4X INC, SM813 :a7�0 ARCt�i A R C H I T E C T *D1.2 DRAINAGE & UTILITY DETAILS *SP-5 DETAILS
<br /> IX, 3/31/21 - 1 c� *D2.1 CONSTRUCTION DETAILS - HARDSCAPE
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<br /> ° ��- �'�• �.� � ' AARCHITECTURE ■ PLANNING *D2.2 CONSTRUCTION DETAILS - HARDSCAPE *SP-7 DETAILS
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<br /> SPORT PLANNING & DESIGN SEPTEM1117R.10,20l 6288 BUTTERFIELD WAY
<br /> ` L C G E I Ti 2226 Faraday Ave.Carlsbad,CA 92008 PLACERVILLE,CA 95667 *D4.2 FENCING DETAILS - GATES SP-1 1 DETAILS
<br /> NORTH .� 916.933.7633 PH 'D4.3 FENCING DETAILS - HARDWARE *MR-1 MECHANICAL ROOM LAYOUT PLAN
<br /> 1843 Iron Paint Rd #140 f 1 Aquati[DesignC;rnup.[om D4.4 FENCING DETAILS - SIGNAGE MR-2 MECHANICAL ROOM SECTIONS
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<br /> SITE MAP tel: 408.9 5.6554
<br /> fax:408.985.7260 *D7.2 POOL WALL ELEVATIONS *MR-4 DETAILS
<br /> www.VerdeDesigninc.com *D7.3 POOL WALL ELEVATIONS *MR-5 DETAILS
<br /> National Flood Hazard Layer FIRMette *D7.4 POOL WALL ELEVATIONS MR-b DETAILS
<br /> Y FEMA Legend *D7.5 POOL ENTRY COLUMNS *MR-7 DETAILS
<br /> .. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS
<br /> 37°58'23.50"N SEE FISREPORTFOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT DRAWING ARE OWNED BY AND THE PROPERTY OF VERDE DESIGN INC, INC. AND WERE CREATED, *D9.1 IRRIGATION AND PLANTING DETAILS *MR-8 DETAILS
<br /> • f 1 / ''� �} Without Base Flood Elevation(BFE) EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. *D9.2 IRRIGATION AND PLANTING DETAILS
<br /> Zone A.V.A99
<br /> Wth BFE or Depth Zo,e AERO AH,VE,AR NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED, REPRODUCED, OR
<br /> + ♦ �,� „F SPECIAL FLOOD PUBLISHED BY ANY METHOD, IN WHOLE OR IN PART, OR DlsaosED To ANY PERSON, FIRM, OR USA SHADE FABRIC SHADE STRUCTURE DSA P.C. 04-117140
<br /> �.•q,.; /w HAZARD AREAS Regulatory Flootlway CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF VERDE
<br /> ARCHITECTURAL CONSTRUCTION DRAWINGS P.0 T1-0 P.C. TITLE SHEET
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<br /> SanJoaqLit nrCoU111a =°= Cross Sections with 1%Annual Chance WITH BACKSTOPFOUL POLES BULLPENS AND BATTING CAGES. INSTALLATION OF ASSOCIATED HARDSCAPE BLEACHERS SCOREBOARD PATHWAY AND SPORTSFIELD LIGHTING FENCING LANDSCAPE DRINKING FOUNTAIN SITE UTILITIES SEWER LIFT STATION AND PATH OF TRAVEL FOR
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<br /> AREA WITH REDUCED F099D RISR4DUE TD LEVEE` + --- Coastal Transact ACCESSIBILITY REQUIREMENTS.
<br /> PLUMBING CONSTRUCTION DRAWINGS
<br /> *P1 PLUMBING LEGEND, SCHEDULE & NOTES
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<br /> r.:' r, r i `J s I I• HytlrographicFealure FENCING, LANDSCAPE, DRINKING FOUNTAIN, SITE UTILITIES,AND PATH OF TRAVEL FOR ACCESSIBILITY REQUIREMENTS. ALSO INCLUDED IS ELECTRICAL INFRASTRUCTURE FOR SPORTSFIELD LIGHTING. ARROW SIGN CONSTRUCTION DRAWINGS
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<br /> y.`'�''y MAP PANELS Unmapped SITE DEMOLITION, CLEAR AND GRUB OF EXISTING LANDSCAPE, REMOVAL OF EXISTING HARDSCAPE AND FENCING INCLUDING BASE MATERIAL, FOLLOWED BY CONSTRUCTION OF SIX (b) TENNIS COURTS INCLUDING POSTS, NETS,AND INSTALLATION OF ASSOCIATED HARDSCAPE, FENCING, ACEE CONSTRUCTION DRAWINGS
<br /> .W,4 4 t , 0 The pin displayed on the map is an approximate DRINKING FOUNTAIN SITE UTILITIES AND PATH OF TRAVEL FOR ACCESSIBILITY REQUIREMENTS. *E0.1 ELECTRICAL SYMBOLS ABBREVIATIONS NOTES AND SCHEDULES
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<br /> Z ♦ anapmodtaevepronemlocaNOD. E1.0 ELECTRICAL DEMOLITION SITE PLAN
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<br /> Z digital flood maps if it Is not void as described below.
<br /> a �• %, SITE DEMOLITION, CLEAR AND GRUB OF EXISTING LANDSCAPE, REMOVAL OF EXISTING HARDSCAPE AND FENCING INCLUDING BASE MATERIAL, FOLLOWED BY CONSTRUCTION OF FOUR (4) BASKETBALL COURTS INCLUDING POSTS, BACKBOARDS, NETS,AND INSTALLATION OF ASSOCIATED E1.2 ELECTRICAL EGRESS LIGHTING PLAN
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<br /> accuracy HARDSCAPE, FENCING, DRINKING FOUNTAIN, SITE UTILITIES,AND PATH OF TRAVEL FOR ACCESSIBILITY REQUIREMENTS. *E1.3 ELECTRICAL CAMPUS NEW SITE PLAN
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<br /> Z �' f + 4 ^ authoritative NFHL web services provided by FEMA.This map
<br /> was exported on 6/4/2019 at 11:06:14 AM and does not
<br /> �, ,r.• ^ - •, �, ,�, 4 reflect changes or amendments subsequent to this date and E4.2 MECHANICAL ROOM ELECTRICAL NEW FLOOR PLAN
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<br /> V - FIRM panel number,and FIRM effective date.Map Images for
<br /> 37°5755.14 N
<br /> *
<br /> Feet unmapped and unmodernized areas cannot be used for
<br /> 1:6 000 PP
<br /> E6.2 TYPICAL PA RISER DIAGRAM
<br /> regulatory purposes. 1. PRIOR TO BIDDING THE GENERAL CONTRACTOR SHALL VISIT & INSPECT THE SITE & FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AFFECTING THE NEW WORK. THE GENERAL CONTRACTOR SHALL NOT DISPUTE COMPLAIN OR ASSERT THAT THERE IS ANY MISUNDERSTANDING IN
<br /> 0 o zso aoo 1,000 1,soo z,000 r *E6.3 LIGHTING CONTROL DIAGRAM
<br /> z FEMA MAP REGARDS TO LOCATION, EXTENT, NATURE OR AMOUNT OF WORK TO BE PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTORS FAILURE TO INSPECT THE SITE. CONTRACTOR SHALL NOTIFY DISTRICTS REPRESENTATIVE OF ANY CONDITIONS, REQUIRING WORK, WHICH ARE
<br /> 0 NOT COVERED IN THE CONTRACT DOCUMENTS. E7.1 ELECTRICAL DETAILS
<br /> 2. NO CONSTRUCTION SHALL COMMENCE WITHOUT THE OFFICIAL NOTICE TO PROCEED FROM THE DISTRICT. E7.2 ELECTRICAL DETAILS
<br /> w 3. THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATING & VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF NEW WORK PRIOR TO COMMENCEMENT OF EXCAVATION. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE *E7.3 ELECTRICAL DETAILS
<br /> o ROUTING LOCATIONS AS BEST DETERMINED FROM EXISTING DRAWINGS AND THE SCHOOL DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL OF THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE AFFECTED BY *E7.4 ELECTRICAL DETAILS
<br /> APPLICABLECODES NEW FACILITIES IN THIS CONTRACT. VERIFY ACTUAL LOCATION AND DEPTH OF UTILITIES,AND REPORT POTENTIAL CONFLICTS TO THE DISTRICT'S REPRESENTATIVE PRIOR TO EXCAVATING FOR NEW FACILITIES. *E7.5 ELECTRICAL DETAILS
<br /> w4. CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT ALL EXISTING UTILITIES,WHETHER SHOWN OR NOT, IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES CAUSED BY ITS OPERATIONS. *E7.6 ELECTRICAL DETAILS
<br /> 1. 2016 CBC CHAPTER 35: PROVIDE ALL THE APPLICABLE/ADOPTED STANDARDS. WHERE A PARTICULAR STANDARD IS REFERENCED 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS WITHIN SITE IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ALL DAMAGED AREAS TO THEIR ORIGINAL CONDITION OR BETTER AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE DISTRICT'S *E7.7 ELECTRICAL DETAILS
<br /> IN THE CODE BUT DOES NOT APPEAR AS AN ADOPTED STANDARD IT MAY STILL BE USED. APPLY ONLY THE PORTION OF THE REPRESENTATIVE.
<br /> STANDARD THAT IS APPLICABLE TO THE CODE SECTION WHERE THE STANDARD IS REFERENCED NOT THE ENTIRE STANDARD. 6. DIMENSIONS AND LOCATIONS OF EXISTING FACILITIES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DISTRICT'S REPRESENTATIVE. MECHANICAL
<br /> Z U 7. ALL WORK SHALL CONFORM TO 2016 EDITION OF THE CALIFORNIA BUILDING CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA FIRE CODE AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES,AS WELL AS ADAPTED STANDARDS. *MP0.1 SCHEDULES, LEGENDS, & SPECS
<br /> Z
<br /> 2019 BUILDING STANDARDS ADMINISTRATIVE CODE PART 1 TITLE 24 C.C.R. 8. ALL NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH,AND AS A SUPPLEMENT TO, THE WRITTEN SPECIFICATIONS AND DETAILS ASSOCIATED WITH THE CONTRACT DOCUMENTS. *MP1.0 PLUMBING SITE PLAN
<br /> Z 0 2019 CALIFORNIA BUILDING CODE (CBC), PART 2,TITLE 24 C.C.R. 9. THIS DRAWING SET SHALL BE USED IN CONJUNCTION WITH THE CSI FORMAT SPECIFICATIONS PUBLISHED IN BOOK FORM. COMBINED,THEY ARE HEREIN REFERRED TO AS THE "CONTRACT DOCUMENTS". *MP2.0 POOL BOILER ROOM PLAN
<br /> o w *MP6.0 DETAILS
<br /> V w (2018 INTERNATIONAL BUILDING CODE VOLUMES 1-2) 10. DIMENSIONS ON WORKING DRAWINGS TAKE PRECEDENCE OVER MEASURED ELEMENTS. CONTRACTOR SHALL NOT SCALE DRAWINGS. oP4`''^'. San Joaquin County
<br /> 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. 11. ALL TYPICAL DETAILS SHALL APPLY UNLESS NOTED OTHERWISE. Environmental Health Department
<br /> a (2014 NATIONAL ELECTRICAL CODE AND 2015 CALIFORNIA AMENDMENTS) 12. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND KEEP MUD AND DEBRIS OFF THE PUBLIC RIGHT-OF-WAY AT ALL TIMES. 1868 E. Hazelton Ave.
<br /> 0 0 2019 CALIFORNIA MECHANICAL CODE (CMC) PART 4,TITLE 24 C.C.R. 13. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH FA-1 Stockton, CA 95205
<br /> tg (2018 UNIFORM MECHANICAL CODE) SHORING DESIGN AND INSTALLATION. !
<br /> o2019 CALIFORNIA PLUMBING CODE (CDC), PART 5,TITLE 24 C.C.R. 14. ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW WORK SHALL BE REVIEWED BY THE DISTRICT'S REPRESENTATIVE PRIOR TO COMMENCING WORK. `a�fi P (209) 468-3420
<br /> o d (2018 UNIFORM PLUMBING CODE) 15. CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID DISTURBING STUDENTS OR TEACHERS DURING SCHOOL HOURS. ANY DISRUPTION OF THE UTILITIES MUST BE COORDINATED AND APPROVED BY THE DISTRICT'S REPRESENTATIVE AND INSPECTOR OF RECORD PRIOR TO
<br /> o 1- 2019 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. COMMENCING WORK. APPROVED WITH CONDITIONS
<br /> w 3 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. 16. ALL TEMPORARY WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT.
<br /> Z (2018 INTERNATIONAL FIRE CODE) 17. THE PLANS AND SPECIFICATIONS DO NOT UNDERTAKE TO SHOW OR LIST EVERY ITEM TO BE PROVIDED, BUT RATHER TO DEFINE THE REQUIREMENTS FOR A FULL AND WORKING SYSTEM FROM THE STANDPOINT OF THE END USER. FOR THIS REASON, WHEN AN ITEM NOT SHOWN OR
<br /> a°_
<br /> 2019 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R. LISTED IS CLEARLY NECESSARY FOR PROPER CONTROL/OPERATION OF EQUIPMENT WHICH IS SHOWN OR LISTED, THE CONTRACTOR SHALL PROVIDE AN ITEM WHICH WILL ALLOW THE SYSTEM TO FUNCTION PROPERLY AT NO INCREASE IN PRICE. For Conditions, please see approval letter dated: 7-29-20
<br /> 3 (201 8 INTERNATIONAL EXISTING BUILDING CODE) 18. ALL CONTRACTORS SHALL REMOVE TRASH AND DEBRIS STEMMING FROM THEIR WORK ON A DAILY BASIS. PROJECT SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION.
<br /> o w 201 9 CALIFORNIA "GREEN" BUILDING REQUIREMENTS OR CAL GREEN, PART 1 1,TITLE 24 C.C.R. 1 9. THE DETAILS REFLECT THE DESIGN INTENT FOR TYPICAL CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SHALL INCLUDE, IN HIS SCOPE, THE COST FOR COMPLETE FINISHED INSTALLATIONS, INCLUDING ANOMALIES, OF ALL TRADES. A roved b : u��W �e��aza Date: Jul 29, 2020
<br /> 00
<br /> 2019 CALIFORNIA REFERENCED STANDARDS, PART 12,TITLE 24 C.C.R. 20. NO WORK SHALL COMMENCE WITH UNAPPROVED MATERIALS. ANY WORK DONE WITH UNAPPROVED MATERIALS AND EQUIPMENT IS AT THE CONTRACTOR'S RISK AND IS SUBJECT TO REJECTION AND REPLACEMENT. SEE SPECIFICATIONS FOR SUBMITTAL AND SUBSTITUTION pp y
<br /> a= 2016 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. REQUIREMENTS.
<br /> 3
<br /> 21. CONSTRUCTION MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED SO AS TO PREVENT DAMAGE OR DETERIORATION UNTIL USED. FAILURE IN THIS REGARD MAY BE CAUSE FOR REJECTION OF MATERIAL AND/OR WORK.
<br /> w o LIST OF FEDERAL CODES AND STANDARDS (IF APPLICABLE) 22. ALL EQUIPMENT SHALL BE FABRICATED FROM FIELD VERIFIED DIMENSIONS AND APPROVED SHOP DRAWINGS. COORDINATE MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT.
<br /> o a AMERICANS WITH DISABILITIES ACT (ADA), TITLE II OR TITLE III 23. CONTRACTOR SHALL PERFORM THEIR CONSTRUCTION AND OPERATIONS IN A MANNER WHICH WILL NOT ALLOW HARMFUL POLLUTANTS TO ENTER THE STORM DRAIN SYSTEM. TO ENSURE COMPLIANCE, THE CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE BEST MANAGEMENT
<br /> a'z FOR TITLE II: UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) 28 CFR PRACTICE (BMP) AS OUTLINED IN THE BROCHURES ENTITLED "BEST MANAGEMENT PRACTICE FOR THE CONSTRUCTION INDUSTRY" ISSUED BY THE CALIFORNIA STORM WATER QUALITY ASSOCIATION, NONPOINT SOURCE POLLUTION CONTROL PROGRAM, TO SUIT THE CONSTRUCTION SITE
<br /> a
<br /> zDc 35.151(c) AND JOB CONDITION. THE CONTRACTOR SHALL PRESENT THEIR PROPOSED BMP AT THE PRECONSTRUCTION MEETING FOR DISCUSSION AND APPROVAL.
<br /> z o OR ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 24. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING PER CONTRACT DOCUMENTS TO SERVE LIMIT OF WORK AREAS. FENCING MAY BE ADJUSTED DURING CONSTRUCTION BASED ON CONSTRUCTION SEQUENCE OR DISTRICT REPRESENTATIVE'S DIRECTION.
<br /> w o FOR TITLE III: ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 28 CFR 36.406 25. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE STREET RIGHT-OF-WAY SHALL NOT BE PERMITTED.
<br /> 60 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN ^O
<br /> 0 NOTE: TITLE II APPLIES TO PROJECTS FUNDED AND/OR USED BY STATE AND LOCAL GOVERNMENT SERVICES. TITLE III COVERS
<br /> ° PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES. DEPENDING ON THE USE AND FUNDING, BOTH TITLE MAY APPLY DSA SUPPLEMENTARY CONDITIONS O
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<br /> Z 1. FABRICATION AND INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT BE STARTED UNTIL CONTRACTOR'S DRAWINGS, SPECIFICATIONS,AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE INSTALLED HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR \
<br /> 2° NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2019 EDITION STRUCTURAL ENGINEER AND APPROVED BY THE DSA. LIST DEFERRED SUBMITTAL ITEMS FOR THIS PROJECT.
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<br /> Z} NFPA 14 STANDPIPE SYSTEMS 2013 EDITION 2. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR A CONSTRUCTION CHANGED DOCUMENT (CCD) APPROVED BY THE DIVISION OF THE STATE ARCHITECT,AS REQUIRED BY SECTION 4-338, PART 1,TITLE 24, CCR.
<br /> m a NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION 3. A "DSA CERTIFIED" PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DSA SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR. O
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<br /> Z NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION 4. A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE DISTRICT (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT.
<br /> w NFPA 20 STATIONARY FIRE PUMPS 2019 EDITION
<br /> 5. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION '
<br /> 0 o NFPA 24 PRIVATE FIRE SERVICE MAINS 2019 EDITION ^
<br /> BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR,A CONSTRUCTION CHANGE DOCUMENT (CCD), OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE �` ,
<br /> a o NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CALIFORNIA AMENDED) 2019 EDITION REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK. (SECTION 4-317(C), PART 1, TITLE 24, CCR) O
<br /> Z C (NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES) 6. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.
<br /> a NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2019 EDITION 7. THE PROJECT WILL BE COMPLIANT WITH CFC CH. 33 - FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION 1
<br /> Z NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2018 EDITION J
<br /> 0 ASME A17.1 ELEVATOR STANDARD 2013 EDITION
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<br /> z 3 REFERENCE CODE SECTIONS FOR APPLICABLE STANDARDS - 2016 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED THESE DRAWINGS AND/OR SPECIFICATIONS AND/OR CALCULATIONS HAS BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED
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<br /> o STANDARDS CHAPTER 35 AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HAS BEEN EXAMINED BY ME FOR:
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<br /> OW ADA STANDARD FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 2
<br /> 1) DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED
<br /> v a 2. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT WORK OF THE ALTERATION REHABILITATION OR BY ME,AND
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<br /> m 2) COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT.
<br /> N w RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY EXISTING
<br /> 5 m CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE STATEMENT OF GENERAL CONFORMANCE "SHALL NOT BE CONSTRUED AS RELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTION 17302 AND 81 138 V)
<br /> o THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF OF THE EDUCATION CODE AND SECTIONS 4-336 ,4-341 AND 4-344" OF TITLE 24, PART 1. (TITLE 24, PART 1, SECTION 4-317 (B))
<br /> Z.cL. REGULATIONS,A CHANGE ORDER, OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE
<br /> z0 REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK (SECTION 4-317 (C), i
<br /> f PART 1,TITLE 24, CCR). f v
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<br /> a 3. ALL EXISTING FIRE EXTINGUISHING SYSTEMS ARE IN COMPLIANCE WITH UL 300 CBC 904.1 2, CFC 904.12.
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<br /> W TIM Q. HYDE, STRIILD 0
<br /> TURAL ENG EER
<br /> a LICENSE # 53260 O
<br /> o Z EXP. DATE 03/31/2021 O• O
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<br /> COVER SHEET
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