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Home My WebLink AboutV16-2071 040-180-063,... ,.. , ., ..,,..,, vii ,..,,. r .. .,, ,� .. ',. Y, >... c . .✓. ',: ... r ,. ,.. .:... ENGINEER CIVIL ENGINEER ELECTRICAL C RICAL ENGINEER RUSSELL, GALLAWAY ASSOCIATES ROBERTSON ERICKSON CONSTRUCTION DESIGN SERVICES, INC. J M CD O CONTACT: RUSS ERICKSON CONTACT: MIKE PECORINO CONTACT: DON RUSSELL 888 MANZANITA COURT SUITE 101 y 777, PO BOX 34051 115 MEYERS STREET, SUITE 110 CHICO, CA 95926 RENO, NV 89533 CHICO, CA 95928 PHONE: 530-894-3500 PHONE: 775-636-0080 r' PHONE: 530-342-0302 FAX: 530-342-1882 --- - - - h. I ARCHITECT MECHANICAL ENGINEER RUSSELL, TU RLEY AND ASSOCIATES a o SS LL, GALLAWAY ASSOCIATES r a 9447 MIDWAY DURHAM CA CONTACT: JOHN THOMPSON CONTACT: TYREE VANTREASE 2431 CAPITOL AVENUE 115 MEYERS STREET, SUITE 110 SACRAMENTO, CA 95816 architecture + engineering CHICO, CA 95928 PHONE: 916-325-1065 j PHONE: 530-342-0302 RUSSELL, LL ., ,.....,. ,. ,... ... _ ,.. ,,. ,., s ,,. r v ., n z0:; ..' _:. -. ...:., ✓,.. .. GALL?►WAY & AND DR DOOR LT LIGHT SD SOAP DISPENSER �� « ASSO ��IA�TES nc. AT D.S. DOWN SPOUT SECT SECTION DRAWING RELATED ITEMS DWG DRAWING MAS MASONRY € w AB ANCHOR BOLT MAX MAXIMUM SH SHELF, SHELVING A. GENERAL DISCLAIMER ALL DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED ON THIS DRAWING SET ARE A.C. ASPHALT CONCRETE (E) EXISTING MECH MECHANICAL SHT SHEET DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE OWNER. THEY MAY NOT BE A/C AIR CONDITIONER EA EACH MFR MANUFACTURER SHTG SHEATHING REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF RUSSELL, GALLAWAY AND ASSOCIATES (R.G.A.) OR THE CHICO �A.D. AREA DRAIN E.J. EXPANSION JOINT MIN MINIMUM SIM .SIMILAR OWNER. ADDITIONALLY THE OWNER HOLDS RIGHTS TO THE DRAWINGS, BUT SHALL INDEMNIFY R.G.A. FROM USES ��: v ACOUST ACOUSTICAL ELECT ELECTRIC(AL) MISC MISCELLANEOUS S.O.G. SLAB ON GRADE NOT CONTAINED WITHIN THE DRAWINGS. ADJ ADJACENT ELEV ELEVATION MTD MOUNTED SND SANITARY NAPKIN B. CODE REQUIREMENTS ALL COMPONENTS OF THIS PROJECT ARE INTENDED TO COMPLY WITH THE CODES AS 115 MEYERS STREET A.F.F. ABOVE FINISHED FLOOR EMBED EMBEDMENT MTL METAL DISPENSER LISTED IN THE PROJECT INFORMATION SECTION OF THIS SHEET. ANY DEVIANCE FROM THE WRITTEN REQUIREMENTS PROJECT SITE�:,� SUITE 11O AGG AGGREGATE EO EQUAL MTP METAL TOILET PARTITION SNR SANITARY NAPKIN „ OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION SHALL BE CONFIRMED IN WRITING BY THE JURISDICTION'S 9447 MIDWAY Ti�L3 AIV'J,4'SSOCIATES ALUM ALUMINUM EQUIP EQUIPMENT RECEPTACLE BUILDING OFFICIAL. CHICO, CA 95928 EXH EXHAUST NIC NOT IN CONTRACT " 530 342 0302 APPROX APPROXIMATE SPECS SPECIFICATIONS NTS NOT TO SCALE C. VERBAL DEFINITIONS ACCESSIBLE REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS FOR DISABLED s ARCH ARCHITECURAL p(p EXPANSION SQ SQUARE PERSONS AS PRESCRIBED IN THE AMERICAN'S WITH DISABILITIES ACT (A.D.A.) AND CHAPTER 11 OF THE C.B.C. ASSY. ASSEMBLY EXT EXTERIOR O DIAMETER SS STAINLESS STEEL "ALIGN" MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE: WALLS, WINDOWS, JAMB, ETC.) LINE UP ASPH ASPHALT 0/ OVER STD STANDARD FBGL FIBERGLASS ACROSS VOIDS OR DISCONTINUITIES. • OC ON CENTER STL STEEL ; �,�,,,, „., www.rgachico.com BD BOARD FE/FEC FIRE EXTINGUISHER/ OD OUTSIDE DIAMETER STOR STORAGE "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. BLDG BUILDING CABINET OPG OPENING STRL STRUCTURAL "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED, n""" BLK(G) BLOCKING FD FLOOR DRAIN OPP OPPOSITE SUSP SUSPENDED 4� BM BEAM PERMIT # BOT BOTTOM FHWS FLAT HEAD WOOD SCREW PB SYM SYMMETRICAL D. DETAILS ARE INTENDED TO THE END RESULT OF WORK. MINOR MODIFICATIONS NECESSARY TO ACCOMMODATE BUTTE COUNTY DEVELOPMENT SERVICES PIPE BOLLARD FIN FINISH SYS SYSTEM SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS PART OF THE WORK SUBJECT TO APPROVAL OF R.G.A. REVIEWED FOR PROJECT FLR FLOORING) PERIM PERIMETER DUR M CAB'T CABINET E. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO NOT SCALE CODE COMPLIANCE C.B. CATCH BASIN FOC FACE OF CONCRETE PERPEND PERPENDICULAR T TREAD DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, A REQUEST SHALL BE o2 `� �l ��(� • JIM B RI NSO N C.B.C. UNIFORM BUILDING CODE FOS FACE OF STUD PFB PREFABRICATED TB TACKBOARD DATE BY MADE TO R.G.A. FOR VERBAL OR WRITTEN CLARIFICATION. W/ CALIFORNIA FRAMG FRAMING PL PROPERTY LINE T&G TONGUE & GROOVE ( ACTIVITY AMENDMENTS FTG FOOTING PLAM PLASTIC LAMINATE TEL TELEPHONE F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER LINE OF COLUMN, UNLESS OTHERWISE NOTED ,, �..� t„� CEM CEMENT FURN FURNISHED PLAS PLASTER TEMP TEMPERED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLATES, OR TOP OF SHEATHING UNLESS PLYWD PLYWOOD THK THICK(NESS) OTHERWISE NOTED IN DRAWINGS. r ......, ,. _ , � ✓ _ CENTER CER CERAMIC GA GAUGE x; y , .70=21 LE, PR PAIR TOB TOP OF BLOCK G. DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND PLUMBING (M.E.P.) DRAWINGS MAY OWNER CJ CASTIRON NT GALV GALVANIZED PT POINT TOM TOP OF MASONRY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIFIES WHICH SHEETS SHOULD BE FF -APPROVALS DEFERRALS - GB GRAB BAR PTD PAPER TOWEL DISPENSER TOP TOP OF PLATE INCLUDED. IF NO M.E.P. DRAWINGS ARE INCLUDED ON A SMALLER DRAWING SET, IT IS THE RESPONSIBILITY OF THE SCALE: NONE CC VICINITY MAP CL CENTER LINE G.I. GALVANIZED IRON PTD/R PTD AND RECEPTACLE TOS TOP OF SLAB SCALE: NONE DURHAM CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS PERFORMED IN COMPLIANCE « .., �.. L C WITH THE „r r. C G CEILING GLB GLUE LA PARKS D BEAM CLR CLEAR PVC POLYVINYL CHLORIDE TOW TOP OF WALL APPLICABLE CODES (SEE ITEM 'B' ABOVE). IF M.E.P. DRAWINGS ARE INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL GLU-LAM GLUE LAMINATED TPD TOILET PAPER DISPENSER TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BOUGHT TO THE ATTENTION SHEET CONTENTS CMU CONCRETE MASONRY UNIT GYP BD GYPSUM BOARD R RISER OR RADIUS TS TUBULAR STEEL OF R.G.A. FOR CLARIFICATION. COL COLUMN RB RUBBER BASE 1 -GENERAL H.B. HOSE BIB TYP TYPICAL PROJECT ADDRESS CONC CONCRETE RD ROOF DRAIN H. ASSEMBLIES WITHIN RATED CONSTRUCTION REQUIRE A UL ASSEMBLY NUMBER RECOGNIZED BY THE C.B.C., C.F.C. G0.1 COVER SHEET CONN CONNECTION HDR HEADER REF REFRIGERATOR UON UNLESS OTHERWISE NOTED OR FIRE MARSHALL. WHEN SUCH NUMBERS ARE PRESENTED ON THE DRAWINGS, IT IS CRITICAL THAT THE SCOPE OF WORK: G0.2 GREEN CODE CHECKLIST` 9447 CONST CONSTRUCTION HM HOLLOW METAL REINF REINFORCE(D) UR URINAL ASSOCIATED ASSEMBLY MEETS THE REQUIREMENTS THEREOF AND THAT PRODUCT LITERATURE RELATED TO THE GO.3 GREEN CODE CHECKLIST CONT CONTINUOUS HORIZ HORIZONTAL READ REQUIRED VERT VERTICAL j COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION. NEW GYMNASIUM AND RECREATION CENTER FOR EXISTING DURHAM MIDWAY, CW COLD WATER HT HEIGHT REV REVERSED V.C.T. VINYL COMPOSITION TILE I. EXPOSED INSULATION SYSTEMS, INCLUDING THOSE APPLIED TO THE EXTERIOR SURFACES OF DUCTS, SHALL MEET PARKS AND RECREATION SITE. BUILDING TO BE PRE-ENGINEERED METAL G0.4 GREEN CODE CHECKLIST ID INSIDE DIAMETER RHWS ROUND HEAD WOOD SCREW THE FLAME SPREAD REQUIREMENTS OF THE C.F.C. AND C.B.C. CHAPTER 7. BUILDING WITH SLAB ON GRADE FOUNDATION. 2 - CIVIL DURHAM, CA DBL DOUBLE RM ROOM VWC VINYL WALL COVERING l INSUL INSULATIONS C1.0 TITLE SHEET DET DETAIL RO ROUGH OPENING W/ WITH J. PLEASE REFER TO THE DOOR SCHEDULE FOR THE REQUIREMENTS OF DOORS AND DOOR SIGNAGE. GOVERNING CODES: DF DRINKING FOUNTAIN/ INT INTERIOR C2.0 EXISTING TOPOGRAPHY RWD REDWOOD WAIN WAINSCOT K. PLEASE REFER TO THE ENERGY COMPLIANCE SHEETS (IF NECESSARY IN THIS SUBMITTAL) FOR THE REQUIREMENTS DOUG FIR JAN JANITOR WC WATER CLOSET ASSOCIATED WITH CALIFORNIA TITLE 24 ENERGY REQUIREMENTS. 2013 CALIFORNIA BUILDING CODE C3.0 GRADING PLAN DIA DIAMETER LA JOINT SC SOLID CORE WD WOOD L PLEASE REFER TO THE STRUCTURAL COVER SHEET FOR ADDITIONAL INFORMATION REGARDING THE GENERAL 2013 CALIFORNIA MECHANICAL CODE C4.0 UTILITY PLAN DIM DIMENSION LAM LAMINATE SCD SEAT COVER DISPENSER WH WATER HEATER REQUIREMENTS FOR STRUCTURAL RELATED ISSUES. 2013 CALIFORNIA ELECTRICAL CODE C5.0 PAVING PLAN ASSESSORS PARCEL 2013 CALIFORNIA PLUMBING CODE C6.0 DETAIL SHEET DN DOWN S HED H C SCHEDULE WP WATERPROOF- ING M FA �. -__ >, ,,,, S WHICH ARE 2 ,, _� . _ OPEN TO THE GENERAL ,.. ,., ,. , , .. � .. .__ ../.". , . _ , n , __ � ... <«: AL PUBLIC ARE REQUIRED 4. ,F N ,- _ � . n, , , ,� ::. �,.,... n, :, _ ,.,.,, ,,. ,«�, ,,, ,: y �, / , n .,.,,, ,, TO BE ACCESSIBLE. FOR ADDITIONAL UMBER n INFORMATION REGARDING ACCESSIBILITY SEE INTERIOR AND EXTERIOR ACCESSIBILITY SHEETS. 2013 CALIFORNIA ENERGY CONSERVATION CODE 1 C D SHE 04Q-',80-063 KK - ABBREVIATIONS 2013 CALIFORNIA FIRE CODE C7.0 EROSION CONTROL PLAN SCALE: NONE CONTRACTOR RELATED ITEMS A.P. NUMBER AND ZONING C7. ER SION CO TROL D AILS 1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES TO R.G.A. RCH URA / ACCFCC(1R'C DAI�(•FI NI IMR�A• (1df1-1R_f1RR �Nr1 IC 7(1NFr)'DI IRI Ir' FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK. 'f y A0.1 SITE PLAN OCCUPANCY: (MIXED) PLAN SYMBOLS MATERIAL SYMBOLS 2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS g BUSINESS/A-3 ASSEMBLY AO.2 SITE ACCESSIBILITY DETAILS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY CHANGES FROM THE (MIXED - NON -SEPARATED PER CBC All SCHEDULES DIRECTION REFERENCE CONCRETE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO R.G.A. FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK SEE PLAN FOR SPECIFIC AREAS) A2.1 FLOOR PLAN THE CONTRACTOR SHALL ALSO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. C.B.C. CONSTRUCTION TYPE: A2.2 REFLECTED CEILING PLAN MODULE LOCATION w e GYP. BOARD A2.3 ROOF PLAN 3. EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE � BUILDING HAS BEEN CLASSIFIED AS TYPE VB, NONSPRINKLERED A3.1 EXTERIOR ELEVATIONS SHEET LOCATION COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF s ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND COORDINATE ALL PORTIONS PROPOSED AREA AND DESCRIPTION: A4.1 BUILDING SECTIONS MODULE LOCATION MASONRY THEREOF. A4.2 BUILDING SECTIONS B=2,821SF OF ACTIVITY ROOMS AND SUPPORT AREAS;,F. lls�4. THE CONTRACTOR IS EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO HAVE A4.3 WALL SECTIONS A-3=4,906 GYMNASIUM REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE. SUCH CONDITIONS SHOULD BE A5.1 INTERIOR ELEVATIONS & PLAN DETAILS SHEET LOCATION BATT INSULATION 7,727 SF TOTAL A6.1 INTERIOR ACCESSIBILITY DETAILS REFLECTED AND QUALIFIED IN THE FINAL BID. (SEE A2.0 FOR DESCRIPTION) �Q A S. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK. ANY WORK DAMAGED FOR A6.2 MILLWORK DETAILS 5 y/ y MODULE LOCATION RIGID INSULATION 1 ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER. NUMBER OF STORIES: A6.3 CEILING DETAILS G�< s I- CUT DESIGNATION ty 6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED TO R.G.A. IN A TIMELY 1 STORY A7.1 DOOR AND WINDOW DETAILS J D SHEET LOCATION \ / \ ORIENTED STAND BOARD MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY R.G.A. WITH RESPECT TO DESIGN AND PERFORMANCE. THE A7.2 ROOF &WINDOW DETAILS c 28705 -� CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS WHICH ARE THE RESULT OF ANY SUBSTITUTIONS. ALLOWABLE AREAS: ELEVATION, 4 - STRUCTURAL -p 1 ADEQUATE SPECIFICATIONS AND DRAWINGS ARE REQUIRED IN ORDER TO REVIEW ALTERNATIVE ITEMS. R.G.A. s� �! 02/28�� P COLUMN GRID TABLE 503 OF CBC ALLOWS 1 STORY AND 6,000SF FOR A TYPE VB Sl STRUCTURAL NOTES 9j RESERVES THE RIGHT TO REJECT A SUBSTITUTION FOR ANY REASON. CHANGES MUST ADDITIONALLY BE APPROVED STEEL OR METAL A-3 OCCUPANCY. (MOST RESTRICTIVE FOR NON -SEPARATED) S2.1 FOUNDATION PLAN OF CALF BY THE GOVERNING AGENCY. 506.2 ALLOWS INCREASE FOR FRONTAGE. S4.1 TYPICAL FOUNDATION DETAILS 7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK SHALL BE OF GOOD' MATCH LINE If [F/P-0.25]W/30' S5.1 STEEL FRAMING DETAILS arch BLOCKING QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS. [259/353-0.25]30/30 AREA OF BUILDING 5 - MECHANICAL 8. THE GENERAL CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING POWER, If = 0.48 = 48% INCREASE RGA PROJECT # 16-406 SHOWN ON SHEET WATER, OR OTHER UTILITIES, WITH THE PROPER BUILDING PERSONNEL. SUCH DISRUPTIONS MAY INCLUDE CONCRETE 6,000SF x 1.48 = 8,902SF ALLOWED > 7,727SF O.K. M0.1 MECHANICAL LEGEND AND NOTES OFFICE ROOM NAME CONTINUOUS PLATE CUTTING OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL FACILITY OPERATIONS. MO.2 MECHANICAL SCHEDULES PLAN CHECK # ROOM NUMBER OCCUPANT LOAD:: M2.1 MECHANICAL FLOOR PLAN vp 9. THE CONTRACTOR 6 ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF INSURANCE WITH M5.1 MECHANICAL DETAILS. DRAWN TV EXPOSED WOOD RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED ACTIVITY 101= 46 (683/15) M5.2 MECHANICAL DETAILS CHECKED MG DOOR TAG BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY RECEPTION 102 = 4 (374/100) 6 - ELECTRICAL PRECAUTIONS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT ACTIVITY 105 = 47 (704/15) s, BID SET 09/16/2016 SOIL OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS AND REGULATIONS. STORAGE 107 = 1(180/300) E0.1 SYMBOLS LIST, SPECS, AND INDEX GYMNASIUM 109 = 92 (4,585/50) EO.2 FIXTURE SCHEDULES, DETAILS, S DIAGRAMS ADDENDUM #2 10/14/2016 WINDOW TAG o �� ^�� JANITOR 110= 1(36/300) EO.3 SINGLE LINE DIAGRAM, FEEDER SCHEDULE, & PANEL SCHEDULE VE 10/25/2016 o GRAVEL 10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOID OF THE ACCUMULATION OF S? ? P TOTAL= 191 OCCUPANTS MAX ELL SITE UTILITY AND LIGHTING PLAN WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE COMPLETION OF THE WORK, HE 1� BACK CHECK 01/17/2017 CABINET TYPE SHALL PERFORM A FINAL CLEAN-UP, CLEAN ALL GLASS, AND PLASTIC LAMINATE SURFACES AND LEAVE THE WORK IN EXITING: Ell EXTERIOR LIGHTING CALCS TOC TOS ASPHALT PAVING A VACUUM -CLEAN CONDITION. E2.0 POWER AND SIGNAL PLAN 2 EXITS REQUIRED PER STORY PER CBC 1021.1, 2 PROVIDED SPOT ELEVATION 11. THE CONTRACTOR SHALL GUARANTEE FOR ONE (1) YEAR THAT ALL OF THE WORK PERFORMED UNDER THE E2.1 LIGHTING FLOOR PLAN TOP 1 EXIT PER SPACE REQUIRED PER CBC 1015.1,1 PROVIDED EXCEPT Vis' y NOW CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PROOF IN EVERY PARTICULAR 7 -PLUMBING �`. >, n.�x,;, SPECIALTY AS NOTED GYNMNASIUM 109 (2 REQUIRED, 2 PROVIDED)TOP BENCHMARK ORn-AND FREE FROM IMPROPER WORKMANSHIP. ACCESSIBILITY: P0.1 PLUMBING LEGEND, NOTES, AND SCHEDULES FOR iw"� �-i� SCE --- ELEVATION TYPICAL ELEVATION 12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND EQUIPMENT ALL AREAS OF NEW CONSTRUCTION TO BE FULLY P2.0 PLUMBING SITE PLAN COVER SHEET - A.P.A. RATED SHEATHING OF ANY LONG LEAD TIME ITEMS. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL WORKMEN SHALL ACCESSIBLE P2.1 PLUMBING FLOOR PLANS g' �631� TOPOGRAPHIC COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES. RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION SHALL BE THE RESPONSIBILITY OF THE SPECIAL INSPECTION: .2 M LO N z 11-1CONTOUR ELEVATION _ SEE Sl SHEET FOR SPECIAL INSPECTIONS REQUIRED 1 T24A TITLE 24 ENERGY REPORT �R S.5 " LANDSCAPING AS NOTED GENERAL CONTRACTOR AND ALL TRADES INVOLVED. T24B TITLE 24 ENERGY REPORTPROPERTY LINE MUM _ ...,.._ NSON ACTIV TY CEI J1 1;l x;� JJ - PLAN SYMBOLS AND GRAPHIC LEGEND GG - GENERAL NOTES DD - CODE SUMMARY AA -DRAWING INDEX GO*l SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE APPLICATION CHECKLIST FOR BUILDING STANDARDS COMMISSION ASHRAE VOLUNTARY REF SHEET AMERICAN SOCIETY FOR TESTING AND MATERIALS MANDATORY Tier 1 Tier 2 CALIFORNIA HIGH PERFORMANCE SCHOOL WATER EFFICIENCY AND CONSERVATION (CONT.) CUBIC FEET PER MINUTE HVAC HEATING VENTILATION AIR CONDITIONING MERV 5.303.4 WASTEWATER REDUCTION. [NJ EACH BUILDING SHALL REDUCE THE GENERA7-oNoF WASTEWATER BY ONE OF THE FOLLOWING METHODS: APPLICABLE MAXIMUM INCREMENTAL REACTIVITY OITC Pl.l 1. THE INSTALLATION OF WATER -CONSERVING FIXTURES OR REACTIVE ORGANIC COMPOUNDS STC SOUND TRANSMISSION CLASS UTILIZING - E SYSTEMS A5.303.5 DUAL PLUMBING. NEW BUILDINGS AND FACILITIES SHALL BE DUAL PLUMBED FOR POTABLE AND RECYCLED WATER SYSTEMS. ❑ ❑ 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1401.1 OF THE CALIFORNIA PLUMBING CODE AS APPLICABLE Pl.l 5.407.2.1 SPRINKLERS. PREVENT IRRIGATION SPRAY ON STRUCTURES. 5.407.2.2 ENTRIES AND OPENINGS. DESIGN EXTERIOR ENTRIES AND OPENINGS TO PREVENT WATER INTRUSION INTO BUILDING. p p A3.1 AND IN CHAPTER 6 OF THIS CODE. OUTDOOR WATER USE 5.304.1 WATER BUDGET. A WATER BUDGET SHALL BE DEVELOPED FOR LANDSCAPE IRRIGATION USE. APPLIES TO ADDITIONS AND ALTERATIONS. 0 5.304.2 OUTDOOR POTABLE WATER USE. FOR NEW WATER SERVICE, SEPARATE METERS OR SUBMETERS SHALL BE INSTALLED FOR INDOOR AND 0 OUTDOOR POTABLE WATER USE FOR LANDSCAPED AREAS OF AT LEAST 1,000 SQUARE FEET BUT NOT MORE THAN 5,000 SQUARE FEET, SEPARATE p SUBMETERS SHALL BE INSTALLED FOR OUTDOOR POTABLE WATER USE. APPLIES TO ADDITIONS OR ALTERATIONS. 5.304.2.1 OUTDOOR POTABLE WATER USE. FOR NEW WATER SERVICE NOT SUBJECT TO THE PROVISIONS OF CALIFORNIA WATER CODE SECTION 535, ❑ ❑ COUNTY FORM SEPARATE METERS OR SUBMETERS SHALL BE INSTALLED FOR OUTDOOR POTABLE WATER USE FOR LANDSCAPED AREAS OF AT LEAST 500 p SQUARE FEET BUT NOT MORE THAN 1,000 SQUARE FEET (THE LEVEL AT WHICH SECTION A5.304.2 APPLIES). 5.304.3 IRRIGATION DESIGN. IN NEW NONRESIDENTIAL PROJECTS WITH AT LEAST 1,000 SQUARE FEET BUT NOT MORE THAN 2,500 SQUARE FEET OF 0 N/A LANDSCAPED AREA (THE LEVEL AT WHICH THE MLO APPLIES), INSTALL IRRIGATION CONTROLLERS AND SENSORS WHICH INCLUDE THE FOLLOWING CRITERIA AND MEET MANUFACTURER'S RECOMMENDATIONS. APPLIES TO ADDITIONS OR ALTERATIONS. 5.304.3.1 IRRIGATION CONTROLLERS. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: 1. CONTROLLERS SHALL BE WEATHER -OR SOIL MOISTURE -BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO p CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. 2. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL AS APPLICABLE N/A SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE - p BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. A5.304.4 POTABLE WATER REDUCTION. PROVIDE WATER EFFICIENT LANDSCAPE IRRIGATION DESIGN THAT REDUCES BY THE USE OF POTABLE WATER. A5.304.4.1 TIER 1 REDUCE THE USE OF POTABLE WATER TO A QUANTITY THAT DOES NOT EXCEED 60 PERCENT OF ETO TIMES THE LANDSCAPE ❑ AREA. A5.304.4.2 TIER 2 -REDUCE THE USE OF POTABLE WATER TO A QUANTITY THAT DOES NOT EXCEED 55 PERCENT OF ETO TIMES THE LANDSCAPE ❑ AREA. METHODS USED TO ACCOMPLISH THE REQUIREMENTS OF THIS SECTION SHALL INCLUDE, RUT NOT BE LIMITED TO, THE ITEMS LISTED IN A5.304.4. ❑ A5.304.4.3 VERIFICATION OF COMPLIANCE. A CALCULATION DEMONSTRATING THE APPLICABLE POTABLE WATER USE REDUCTION REQUIRED BY ❑ ❑ THIS SECTION SHALL BE PROVIDED. ❑ ❑ A5.304.5 POTABLE WATER ELIMINATION. PROVIDE A WATER EFFICIENT LANDSCAPE IRRIGATION DESIGN THAT ELIMINATES THE USE OF POTABLE ❑ ❑ WATER BEYOND THE INITIAL REQUIREMENTS FOR PLANT INSTALLATION AND ESTABLISHMENT. METHODS USED TO ACCOMPLISH THE REQUIREMENTS OF THIS SECTION SHALL INCLUDE, RUT NOT BE LIMITED TO, THE ITEMS LISTED IN SECTION A5.304.4. A5.304.6 RESTORATION OF AREAS DISTURBED BY CONSTRUCTION. RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION BY PLANTING WITH ❑ ❑ LOCAL NATIVE AND/OR NONINVASIVE VEGETATION. A5.304.7 PREVIOUSLY DEVELOPED SITES. ON PREVIOUSLY DEVELOPED OR GRADED SITES, RESTORE OR PROTECT AT LEAST SO PERCENT OF THE ❑ ❑ SITE AREA WITH NATIVE AND/OR NONINVASIVE VEGETATION. ❑ ❑ A5.304.8 GRAYWATER IRRIGATION SYSTEM. INSTALL GRAYWATER COLLECTION SYSTEM FOR ONSITE SUBSURFACE IRRIGATION USING GRAY WATER. ❑ ❑ THAT THE BUILDING PROJECT ACHIEVES AT LEAST A 10 -PERCENT IMPROVEMENT FOR AT LEAST THREE OF THE IMPACTS LISTED IN SECTION A5.409.2.2, WATER REUSE A5.305.1 NONPOTABLE WATER SYSTEMS. NONPOTABLE WATER SYSTEMS FOR INDOOR AND OUTDOOR USE SHALL COMPLY WITH THE CURRENT ❑ ❑ EDITION OF THE CALIFORNIA PLUMBING CODE. A5.305.2 IRRIGATION SYSTEMS. IRRIGATION SYSTEMS REGULATED BY A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR BY THE CALIFORNIA ❑ ❑ DEPARTMENT OF WATER RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) SHALL USE RECYCLED WATER. MATERIAL CONSERVATION AND RESOURCE EFFICIENCY ❑ ❑ ADOPTION OF TIER 1 OR TIER 2 IN DIVISION A5.6. A5.409.5 VERIFICATION OF COMPLIANCE. DOCUMENTATION OF COMPLIANCE SHALL BE PROVIDED AS FOLLOWS: ❑ ❑ MATERIAL SOURCES A5.405.1 REGIONAL MATERIALS. SELECT BUILDING MATERIALS OR PRODUCTS FOR PERMANENT INSTALLATION ON THE PROJECT THAT HAVE BEEN ❑ ❑ HARVESTED OR MANUFACTURED IN CALIFORNIA OR WITHIN 500 MILES OF THE PROJECT SITE, MEETING THE CRITERIA LISTED IN SECTION A5.405.1. A5.405.2 BIO -BASED MATERIALS. SELECT BIO -BASED BUILDING MATERIALS PER SECTION A5.405.2.1 OR A5.405.2.2. ❑ ❑ A5.405.2.1 CERTIFIED WOOD PRODUCTS. CERTIFIED WOOD IS AN IMPORTANT COMPONENT OF GREEN BUILDING STRATEGIES AND THE CALIFORNIA BUILDING STANDARDS COMMISSION WILL CONTINUE TO DEVELOP A STANDARD THROUGH THE NEXT CODE CYCLE. ❑ ❑ A5.405.2.2 RAPIDLY RENEWABLE MATERIALS. USE MATERIALS MADE FROM PLANTS HARVESTED WITHIN A TEN-YEAR CYCLE FOR AT LEAST 2.5 PERCENT OF TOTAL MATERIALS VALUE, BASED ON ESTIMATED COST. p A2.1 A5.405.3 REUSED MATERIALS. USE SALVAGED, REFURBISHED, REFINISHED OR REUSED MATERIALS FOR AT LEAST 5 PERCENT OF THE TOTAL VALUE, ❑ ❑ BASED ON ESTIMATED COST OF MATERIALS ON THE PROJECT. A5.405.4 RECYCLED CONTENT. USE MATERIALS, EQUIVALENT IN PERFORMANCE TO VIRGIN MATERIALS, WITH A TOTAL (COMBINED) RECYCLED CONTENT VALUE (RCV) OF: TIER 1. THE RCV SHALL NOT BE LESS THAN 10 PERCENT OF THE TOTAL MATERIAL COST OF THE PROJECT. ❑ TIER 2. THE RCV SHALL NOT BE LESS THAN 15 PERCENT OF THE TOTAL MATERIAL COST OF THE PROJECT. 191 ❑ NOTE: USE THE EQUATIONS IN THE SUBSECTIONS FOR CALCULATING TOTAL MATERIALS COST, RECYCLED CONTENT, RCV OF MATERIALS AND ASSEMBLIES, AND TOTAL RCV. A5.405.5 CEMENT AND CONCRETE. USE CEMENT AND CONCRETE MADE WITH RECYCLED PRODUCTS AND COMPLYING WITH THE FOLLOWING ❑ ❑ SECTIONS: A5.405.5.1 CEMENT. CEMENT SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS: 1. DRY STORAGE WAREHOUSES OF ANY SIZE 2. AREAS UNDER 10,000 SQUARE FEET USED FOR OFFICES OR OTHER CONDITIONED ACCESSORY SPACES WITHIN DRY STORAGE WAREHOUSES 1. PORTLAND CEMENT SHALL MEET ASTM C 150. 2. BLENDED HYDRAULIC CEMENT SHALL MEET ASTM C 595. 3. TENANT IMPROVEMENTS UNDER 10,000 SQUARE FEET AS DESCRIBED IN SECTION 303.1.1. 3. OTHER HYDRAULIC CEMENTS SHALL MEET ASTM C 1157. A5.405.5.2 CONCRETE. UNLESS OTHERWISE DIRECTED BY THE ENGINEER OF RECORD, USE CONCRETE MANUFACTURED WITH CEMENTITIOUS 11 13 MATERIALS IN ACCORDANCE WITH SECTIONS A5.405.5.2.1 AND A5.405.5.2.1.1, AS APPROVED BY THE ENFORCING AGENCY. El A5.405.5.2.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS (SCMS). USE CONCRETE MADE WITH ONE OR MORE OF THE SCMS LISTED IN SECTION ❑ ❑ INCLUDE ITEMS LISTED IN SECTION A5.410.4. 5.410.2.2 BASIS OF DESIGN (BOD). [N] A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING SYSTEMS MEETS THE OPR SHALL BE A5.405.5.2.1. A5.405.5.2.1.1 MIX DESIGN EQUATION. USE ANY COMBINATION OF ONE OR MORE SCMS, SATISFYING EQUATION A45S-14. ❑ ❑ EXCEPTION: MINIMUMS IN MIX DESIGNS APPROVED BY THE ENGINEER OF RECORD MAY BE LOWER WHERE HIGH EARLY STRENGTH IS NEEDED. COMPLETED AT THE DESIGN PHASE OF THE BUILDING PROJECT TO COVER THE SYSTEMS LISTED IN SECTION 5.410.2.2. A5.405.5.3 ADDITIONAL MEANS OF COMPLIANCE. ANY OF THE FOLLOWING MEASURES SHALL BE PERMITTED TO BE EMPLOYED FOR THE ❑ PRODUCTION OF CEMENT OR CONCRETE, DEPENDING ON THEIR AVAILABILITY AND SUITABILITY, IN CONJUNCTION WITH SECTION A5.405.5.2. p A5.405.5.3.1 CEMENT. THE FOLLOWING MEASURES MAY BE USED IN THE MANUFACTURE OF CEMENT. LISTED IN SECTION A5.410.2.3.A5.410.2.4 [N] FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE THE CORRECT INSTALLATION AND OPERATION A5.405.5.3.1.1 ALTERNATIVE FUELS. WHERE PERMITTED BY STATE OR LOCAL AIR QUALITY STANDARDS. A5.405.5.3.1.2 ALTERNATIVE POWER. ALTERNATE ELECTRIC POWER GENERATED AT THE CEMENT PLANT AND/OR GREEN POWER PURCHASED OF EACH COMPONENT, SYSTEM AND SYSTEM -TO -SYSTEM INTERFACE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. FROM THE UTILITY MEETING THE REQUIREMENTS OF SECTION A5.211. A5.405.5.3.2 CONCRETE. THE FOLLOWING MEASURES MAY BE USED IN THE MANUFACTURE OF CONCRETE, ❑ ❑ A5.405.5.3.2.1 ALTERNATIVE ENERGY. RENEWABLE OR ALTERNATIVE ENERGY MEETING THE REQUIREMENTS OF SECTION A5.211. ❑ ❑ A5.405.5.3.2.2 RECYCLED AGGREGATES. CONCRETE MADE WITH ONE OR MORE OF THE MATERIALS LISTED IN SECTION A5.405.5.3.2.2. 5.410.2.5.1 SYSTEMS MANUAL. [N] THE SYSTEMS MANUAL SHALL BE DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE AND FACILITIES A5.405.5.3.2.3 MIXING WATER. WATER RECYCLED BY THE LOCAL WATER PURVEYOR OR WATER RECLAIMED FROM MANUFACTURING PROCESSES ❑ ❑ AND CONFORMING TO ASTM C 1602 A5.405.5.3.2.4 HIGH STRENGTH CONCRETE. CONCRETE ELEMENTS DESIGNED TO REDUCE THEIR TOTAL SIZE COMPARED TO STANDARD 3,000 ❑ ❑ PSI CONCRETE, AS APPROVED BY THE ENGINEER OF RECORD. 5.410.2.5.2 SYSTEMS OPERATIONS TRAINING. [N] A PROGRAM FOR TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH EQUIPMENT ENHANCED DURABILITY AND REDUCED MAINTENANCE A5.406.1.1 SERVICE LIFE. SELECT MATERIALS FOR LONGEVITY AND MINIMAL DETERIORATION UNDER CONDITIONS OF USE. ❑ ❑ TYPE AND/OR SYSTEM SHALL BE DEVELOPED AND SHALL INCLUDE ITEMS LISTED IN SECTION 5.410.2.5.2. A5.406.1.2 REDUCED MAINTENANCE. SELECT MATERIALS THAT REQUIRE LITTLE, IF ANY, FINISHING. 5.410.2.6 COMMISSIONING REPORT. [N] A REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN THROUGH THE DESIGN AND ❑ ❑ A5.406.1.3 RECYCLABILITY. SELECT MATERIALS THAT CAN BE RE -USED OR RECYCLED AT THE END OF THEIR SERVICE LIFE. p ❑ ❑ ABBREVIATIONS USED ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND AIR-CONDITIONING ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS CFC CHLOROFLUOROCARBON CHIPS CALIFORNIA HIGH PERFORMANCE SCHOOL CFM CUBIC FEET PER MINUTE HVAC HEATING VENTILATION AIR CONDITIONING MERV MINIMUM EFFICIENCY REPORTING VALUE MIR MAXIMUM INCREMENTAL REACTIVITY OITC OUTIDOOR-INDOOR TRANSMISSION CLASS ROC REACTIVE ORGANIC COMPOUNDS STC SOUND TRANSMISSION CLASS APPLICATION CHECKLIST FOR BUILDING STANDARDS COMMISSION 16-406 VOLUNTARY REF SHEET CHECKED MANDATORY Tier 1 Tier 2 BACK CHECK / /� \ WEATHER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. PROVIDE A WEATHER -RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOPE AS REQUIRED BY CALIFORNIA BUILDING CODE, SECTION 1403.2 AND CALIFORNIA ENERGY CODE, SECTION 150, MANUFACTURER'S INSTALLATION INSTRUCTIONS OR LOCAL ORDINANCEA4.3 WHICHEVER IS MORE STRINGENT. 5.407.2 MOISTURE CONTROL. EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS: N/A 5.407.2.1 SPRINKLERS. PREVENT IRRIGATION SPRAY ON STRUCTURES. 5.407.2.2 ENTRIES AND OPENINGS. DESIGN EXTERIOR ENTRIES AND OPENINGS TO PREVENT WATER INTRUSION INTO BUILDING. p p A3.1 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING. 5.408.1 CONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50% OF THE NONHAZARDOUS CONSTRUCTION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT. 5.408.1.1 CONSTRUCTION WASTE MANAGEMENT PLAN. WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE p MANAGEMENT ORDINANCE THAT IS MORE STRINGENT. SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN THAT COMPLIES WITH ITEMS 1 THROUGH 4 OF THIS SECTION. 5.408.1.2 WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY THAT CAN PROVIDE VERIFIABLE DOCUMENTATION THATTHE COUNTY FORM PERCENTAGE OF CONSTRUCTION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH THIS SECTION. p EXCEPTIONS TO SECTIONS 5.408.1.1 AND 5.408.1.2: 1. EXCAVATED SOIL AND LAND -CLEARING DEBRIS 2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST 3. DEMOLITION WASTE MEETING LOCAL ORDINANCE OR CALCULATED IN CONSIDERATION OF LOCAL RECYCLING FACILITIES AND MARKETS 5.408.1.4 DOCUMENTATION. PROVIDE DOCUMENTATION OF THE WASTE MANAGEMENT PLAN THAT MEETS THE REQUIREMENTS LISTED IN SECTIONS p 5.408.1.1 THROUGH 5.408.1.3, AND THE PLAN IS ACCESSIBLE TO THE ENFORCEMENT AUTHORITY. 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 PERCENT OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS p RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. EXCEPTION: REUSE, EITHER ON -OR OFF-SITE, OF VEGETATION OR SOIL CONTAMINATED BY DISEASE OR PEST INFESTATION. A5.408.3.1 ENHANCED CONSTRUCTION WASTE REDUCTION -TIER 1. DIVERT TO RECYCLE OR SALVAGE AT LEAST 65% OF NONHAZARDOUS ❑ CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE. A5.408.3.1.1 ENHANCED CONSTRUCTION WASTE REDUCTION -TIER 2. DIVERT TO RECYCLE OR SALVAGE AT LEAST 80% OF NONHAZARDOUS ❑ CONSTRUCTION WASTE GENERATED AT THE SITE. A5.40S.3.1.2 VERIFICATION OF COMPLIANCE. A COPY OF THE COMPLETED WASTE MANAGEMENT REPORT OR DOCUMENTATION OF ❑ ❑ CERTIFICATION OF THE WASTE MANAGEMENT COMPANY UTILIZED SHALL BE PROVIDED. EXCEPTIONS: 1. EXCAVATED SOIL AND LAND -CLEARING DEBRIS 2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST 3. DEMOLITION WASTE MEETING LOCAL ORDINANCE OR CALCULATED IN CONSIDERATION OF LOCAL RECYCLING FACILITIES AND MARKETS LIFE CYCLE ASSESSMENT A5.409.1 GENERAL. LIFE CYCLE ASSESSMENT SHALL BE ISO 14044 COMPLIANT. THE SERVICE LIFE OF THE BUILDING AND MATERIALS ASSEMBLIES ❑ ❑ SHALL NOT BE LESS THAN 60 YEARS. A5.409.2 WHOLE BUILDING LIFE CYCLE ASSESSMENT. CONDUCT A WHOLE BUILDING LIFE ASSESSMENT, INCLUDING OPERATING ENERGY, SHOWING ❑ ❑ THAT THE BUILDING PROJECT ACHIEVES AT LEAST A 10 -PERCENT IMPROVEMENT FOR AT LEAST THREE OF THE IMPACTS LISTED IN SECTION A5.409.2.2, ONE OF WHICH SHALL BE CLIMATE CHANGE, COMPARED TO A REFERENCE BUILDING. A5.409.3 MATERIALS AND SYSTEM ASSEMBLIES. IF WHOLE BUILDING ANALYSIS OF THE PROJECT IS NOT ELECTED, SELECT A MINIMUM OF 50% OF ❑ ❑ MATERIALS OR ASSEMBLIES BASED ON LIFE CYCLE ASSESSMENT OF AT LEAST THREE FOR THE IMPACTS LISTED IN SECTION A5.409.2.2, ONE OF WHICH SHALL BE CLIMATE CHANGE. A5.409.4 SUBSTITUTION FOR PRESCRIPTIVE STANDARDS. PERFORMANCE OF A LIFE CYCLE ASSESSMENT COMPLETED IN ACCORDANCE WITH SECTION A5.409.2 MAYBE SUBSTITUTED FOR PRESCRIPTIVE PROVISIONS OF DIVISION A5.4, INCLUDING THOSE MADE MANDATORY THROUGH LOCAL ❑ ❑ ADOPTION OF TIER 1 OR TIER 2 IN DIVISION A5.6. A5.409.5 VERIFICATION OF COMPLIANCE. DOCUMENTATION OF COMPLIANCE SHALL BE PROVIDED AS FOLLOWS: ❑ ❑ 1. THE ASSESSMENT IS PERFORMED IN ACCORDANCE WITH ISO 14044. 2. THE PROJECT MEETS THE REQUIREMENTS OF OTHER PARTS OF TITLE 24. 3. A COPY OF THE ANALYSIS SHALL BE MADE AVAILABLE TO THE ENFORCEMENT AUTHORITY. 4. A COPY OF THE ANALYSIS AND ANY MAINTENANCE OR TRAINING RECOMMENDATIONS SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. BUILDING MAINTENANCE AND OPERATION 5.410.1 RECYCLING BY OCCUPANTS. PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING AND ARE IDENTIFIED FOR THE p A2.1 DEPOSITING, STORAGE AND COLLECTION OF NONHAZARDOUS MATERIALS FOR RECYCLING. 5.410.1.1 ADDITIONS. [A] ALL ADDITIONS CONDUCTED WITHIN A 12 -MONTH PERIOD UNDER SINGLE OR MULTIPLE PERMITS, RESULTING IN AN INCREASE OF 30 PERCENT OR MORE IN FLOOR AREA, SHALL PROVIDE RECYCLING AREAS ON SITE. EXCEPTION: ADDITIONS WITHIN A TENANT SPACE RESULTING IN LESS THAN A 30 -PERCENT INCREASE IN THE TENANT SPACE FLOOR AREA. 5.410.2 COMMISSIONING. [N] FOR NEW BUILDINGS 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING FOR ALL BUILDING SYSTEMS COVERED 191 BY TITLE 24, PART 6, PROCESS SYSTEMS AND RENEWABLE ENERGY SYSTEMS SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT. COMMISSIONING REQUIREMENTS SHALL INCLUDE ITEMS LISTED IN SECTION 5.410.2. EXCEPTIONS: 1. DRY STORAGE WAREHOUSES OF ANY SIZE 2. AREAS UNDER 10,000 SQUARE FEET USED FOR OFFICES OR OTHER CONDITIONED ACCESSORY SPACES WITHIN DRY STORAGE WAREHOUSES 3. TENANT IMPROVEMENTS UNDER 10,000 SQUARE FEET AS DESCRIBED IN SECTION 303.1.1. 5.410.2.1 OWNER'S PROJECT REQUIREMENTS (OPR). [N] DOCUMENTED BEFORE THE DESIGN PHASE OF THE PROJECT BE INS THE OPR SHALL El INCLUDE ITEMS LISTED IN SECTION A5.410.4. 5.410.2.2 BASIS OF DESIGN (BOD). [N] A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING SYSTEMS MEETS THE OPR SHALL BE 191 N/A COMPLETED AT THE DESIGN PHASE OF THE BUILDING PROJECT TO COVER THE SYSTEMS LISTED IN SECTION 5.410.2.2. 5.410.2.3 COMMISSIONING PLAN. [N] A COMMISSIONING PLAN DESCRIBING HOW THE PROJECT WILL BE COMMISSIONED SHALL INCLUDE ITEMS p LISTED IN SECTION A5.410.2.3.A5.410.2.4 [N] FUNCTIONAL PERFORMANCE TESTING SHALL DEMONSTRATE THE CORRECT INSTALLATION AND OPERATION OF EACH COMPONENT, SYSTEM AND SYSTEM -TO -SYSTEM INTERFACE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 5.410.2.5 DOCUMENTATION AND TRAINING. [N] A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE REQUIRED. 5.410.2.5.1 SYSTEMS MANUAL. [N] THE SYSTEMS MANUAL SHALL BE DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE AND FACILITIES p OPERATOR AND SHALL INCLUDE THE ITEMS LISTED IN SECTION A5.410.2.5.1. 5.410.2.5.2 SYSTEMS OPERATIONS TRAINING. [N] A PROGRAM FOR TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH EQUIPMENT p TYPE AND/OR SYSTEM SHALL BE DEVELOPED AND SHALL INCLUDE ITEMS LISTED IN SECTION 5.410.2.5.2. 5.410.2.6 COMMISSIONING REPORT. [N] A REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN THROUGH THE DESIGN AND CONSTRUCTION PHASES OF THE BUILDING PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER OR REPRESENTATIVE. p 5.410.4 TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR BUILDINGS LESS THAN 10,000 SQUARE FEET. IKI APPLIES TO NEW SYSTEMS SERVING ADDITIONS OR ALTERATIONS. 5.410.4.2 SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR El TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT, THE SYSTEMS LISTED IN SECTION 5.410.4.2. 5.410.4.3 PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH APPLICABLE STANDARDS ON EACH SYSTEM AS DETERMINED BY THE ENFORCING AGENCY. 5.410.4.3.1 HVAC BALANCING. BEFORE A NEW SPACE -CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, 0 N/A BALANCE IN ACCORDANCE WITH THE PROCEDURES DEFINED BY NATIONAL STANDARDS LISTED IN SECTION 5.410.4.3.1 OR AS APPROVED BY THE ml ENFORCING AGENCY. 5.410.4.4 REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE p INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 5.410.4.5 OPERATION AND MAINTENANCE MANUAL. PROVIDE THE BUILDING OWNER WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS p AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM PRIOR TO FINAL INSPECTION. 5.410.4.5.1 INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING 191 AGENCY. ENVIRONMENTAL QUALITY FIREPLACES INSTALL ONLY A DIRECT -VENT SEALED -COMBUSTION GAS OR SEALED WOOD -BURNING FIREPLACE OR A SEALED WOODSTOVE AND REFER x❑ 5,503.1 TO RESIDENTIAL REQUIREMENTS IN THE CALIFORNIA ENERGY CODE, TITLE 24, PART 6, SUBCHAPTER 7, SECTION 150. 5.503.1.1 WOODSTOVES. WOODSTOVES SHALL COMPLY WITH US EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. POLLUTANT CONTROL A5.504.1 INDOOR AIR QUALITY (IEQ) DURING CONSTRUCTION. MAINTAIN IAO AS PROVIDED IN SECTIONS A5.504.1.1 AND A5.504.1.2. ❑ ❑ A5.504.1.1 TEMPORARY VENTILATION. PROVIDE TEMPORARY VENTILATION DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 121 OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6 AND CHAPTER 4 OF CCR, TITLE 8 AND AS LISTED IN ITEMS 1 AND 2 IN SECTION A5.504.1.2. ❑ ❑ A5.504.1.2 ADDITIONAL IAQ MEASURES. EMPLOY ADDITIONAL MEASURES AS LISTED IN ITEMS 1 THROUGH 5 IN SECTION A5.504.1.3. 5.504.1.3 TEMPORARY VENTILATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8, BASED p M2.1 ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. APPLIES TO ADDITIONS OR ALTERATIONS. DD- PLAN/ ELEVATION/ SECTION DETAIL 51(0- a0'71 PERMIT # 80-TTE COUNTYi�il1IED FOR SERVICE CODE COMpl,.IANC 8 Y �8� REVIEWED a-�' 7 DATE .FOR CODE COMPLIANCE JAN 2 7 2917 TRB AND ASSOCIATES 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM. PARKS PROJECT ADDRESS 9447 MIDWAY DURHAM, CA ASSESSOR'S PARCEL NUMBER 040-180-063 SSD ARC V < Q D � - C 2870 -< s'y .02/ T OF CAL\ arch RGA PROJECT # 16-406 DRAWN TV CHECKED RGA PLAN CHECK 09/15/2016 BACK CHECK / /� \ 01/17/2017 GREEN CODE CHECKLIST G0.3 GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SiTE, AND SHALL BE RESPONSIBLE FOR CONDITIONS OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. HE WILL IMMEDIATELY NOTIFY THE ENGINEER AND THE OWNER OF ANY DISCREPANCIES. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STANDARDS AND TO THE APPLICABLE PROVISIONS OF THE CURRENT EDITION OF THE CA BUILDING CODE, CFC, CPC, NEC_ 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES ON THl5 SHEET. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS AS REQUIRED. 5. FOR CONSTRUCTION STAKING CALL ROBERT50N ERICKSON, CIVIL ENGINEERS AND SURVEYORS. CALL ROBERTSON ERICKSON 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND IN ADVANCE OF REQUIREMENTS FOR CONSTRUCTION STAKING ON (530) 894-3500. THE CONTRACTOR 15 RESPONSIBLE FOR CONSTRUCTION STAKING FEES. 6. ALL WORK SHALL CONFORM TO COUNTY OF BUTTE STANDARDS, MUNICIPAL CODES AND THEIR REFERENCES. 7. NOTE REGARDING EARTHWORK: THIS SITE WAS DESIGNED TO CONFORM TO EXISTING CONDITIONS. ROBERTSON ERICKSON DOES NOT WARRANT OR GUARANTEE A BALANCED SITE. FACTORS AFFECTING A SITE BALANCE INCLUDE SOILS FACTOR (VOLUME CHANGE), TYPE AND EXTENT OF UTILITY TRENCHES, SUBGRADE DEPTHS, PAD GRADING, AND LANDSCAPE TREATMENTS. THE CONTRACTOR SHOULD MAKE HIS OWN ESTIMATES OF EARTH -WORK QUANTITIES AND RELY ON THEM. THE CONTRACTOR SHOULD ALSO MAKE PROVISIONS FOR AN IMBALANCE BY IDENTIFYING ON-SITE OR OFF-SITE DISPOSAL OR EXTRACTION SiTES, AND BY PROVIDING REASONABLE CONTINGENCIES FOR PAYING FOR SUCH WORK. S. ALL MATERIALS SPECIFIED ON THESE PLANS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. 9. ROBERTSON ERICKSON WILL NOT PROVIDE ELECTRONIC FILES OR VERTICAL AND HORIZONTAL CONTROL POINT TO BE USED 1N PREPARATION OF "GP5 STAKING MODELS" OR FOR USE IN "GP5 CONSTRUCTION STAKING" ACTIVITIES TO ANY INDIVIDUAL OR COMPANY WHO IS NOT LICENSED IN THE STATE OF CALIFORNIA TO PRACTICE CIVIL ENGINEERING AND/OR PROFESSIONAL LAND 5URVEYiNG. 10. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS OR UNDERGROUND FACILITIES DAMAGED BY THEIR COMPANY, THEIR SUBCONTRACTORS OR THEIR MATERIAL SUPPLIERS. SiTE CLEARING 1. REMOVE SURFACE DEBRIS. 2. DEMOLISH AND REMOVE CONCRETE, PAVING, AND ETC. 1N CONSTRUCTION AREA. 3. CLEAR NEW CONSTRUCTION AREA OF PLANT LIFE AND GRASS. 4. CONFORM TO APPLICABLE CODE FOR DISPOSAL OF DEBRIS. 5. COORDINATE CLEARING WORK WITH UTILITY COMPANIES. PROTECTION I. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, ROADS,SIDEWALKS, PAVING, AND CURBS. 2. PROTECT ABOVE OR BELOW GRADE UTILITIES WHICH ARE TO REMAIN. 3. PROTECT ALL LANDSCAPING AND TREES THAT ARE TO REMAIN. PREPARATION I. IDENTIFY KNOWN BELOW GRADE UTILITIES. CALL UNDERGROUND SERVICES ALERT (U.S.A.) 48 HOURS BEFORE EXCAVATION. STAKE AND FLAG LOCATIONS. ROBERTSON ERICKSON WiLL NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. 2. IDENTIFY AND FLAG ABOVE GRADE UTILITIES. 3. MAINTAIN AND PROTECT EXISTING UTILITIES REMAINING WHICH PASS THROUGH WORK AREA. 4. UPON DISCOVERY OF UNKNOWN UTILITIES OR CONCEALED CONDITIONS, DISCONTINUE AFFECTED WORK; CONTACT ENGINEER AND OWNER. PAVEMENT SECTIONS I. ASPHALT CONCRETE SHALL BE TYPE B (1/2"MAX) OVER CLASS 2 AGGREGATE BASE. ENGINEERED FILL/NATIVE SHALL BE COMPACTED TO 95% RELATIVE DENSITY. BASED ON THE GEOTECHNICAL REPORT BY HOLDREGE 4 KULL. DATED AUGUST 4,201(o. SEE THE SAME REPORT FOR INSTALLATION RECOMMENDATIONS. REFER TO DETAIL ON SHEET C5-0 FOR LOCATIONS. ON-SITE CONCRETE: I. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE 11 OR 11 -LOW ALKALI. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C 33, AND GRADE A PER THE CALIFORNIA BUILDING CODE. MAXIMUM AGGREGATE SiZE FOR FOOTINGS, SLABS -ON -GRADE AND MASS CONCRETE SHALL NOT EXCEED 1-1/2". MAXIMUM AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4". 2. CONTROL JOINT SPACING SHALL NOT EXCEED 8 FEET ON CENTER BOTH WAYS OR AS SHOWN ON THESE PLANS. 3. CONTROL JOINTS SHALL HAVE A DEPTH NOT LESS THAN 1/4 THE SLAB THICKNESS. 4. INSTALL EXPANSION (ISOLATION) JOINTS WHERE CONCRETE IS POURED AGAINST PERMANENT OBJECTS. 5. MINIMUM ULTIMATE COMPRE551VE STRENGTH SHALL BE 2500 PSI is 28 DAYS 6. THE OUTSIDE DIAMETER (O.D.) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED 1N MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 7. SIDEWALKS SHALL BE 4" THICK CONCRETE MINIMUM OVER 4" CRUSHED ROCK CONTROL JOINTS AT 4' O.C. STORM DRAIN SYSTEM I. STORM DRAiN PIPES SHALL BE HIGH DENSITY POLYETHYLENE PIPE (HDPE) WITHSMOOTH INTERIOR. OR APPROVED EQUIVALENT. PIPES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION (D.O.T.). 2. AREA DRAINS d MANHOLES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. AREA DRAiN/MANHOLES SHALL HAVE ADA FRAME AND GRATE WITH CLIP, BOLT AND INSERT TO SECURE GRATE TO DRAIN. MANHOLE LIDS SHALL BE BOLTED TO FRAME. SANITARY SEWER SYSTEM 1. SANITARY SEWER PiPE SHALL BE SCHEDULE 40 PVC DWV (PER CAL PLUMBING CODE), RATED FOR H2O LOADING AS DETERMINED BY THE DEPARTMENT OF TRANSPORTATION. 2. SEWER BOXES SHALL BE RATED FOR H-20 LOADING AS DETERMINED BY THE D.O.T. SHORING d SAFETY NOTES THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING DEMOLITION AND CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING, SCAFFOLDING, PLANKING, ETC. THE CONTRACTOR, AT HIS OWN EXPENSE SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME AT THE JOB SITE. OBSERVATION ViSITS TO THESITE BY THE ARCHITECT OR ENGINEER SHALL NOT CONSTITUTE INSPECTION OF THE ABOVE ITEMS. THE ENGINEER IS NOT RESPONSIBLE FOR INSPECTION OR ACCEPTANCE OF WORKMANSHIP OR MATERIALS ON THIS PROJECT. HAZARD IDENTIFICATION: CONTRACTORS ARE HEREBY ADVISED THAT THEY MAY BE EXPOSED TO HAZARDOUS CONDITIONS WHEN INSTALLING OR MODIFYING SANITARY SEWER PIPELINES AND STRUCTURES. SOME OF THESE HAZARDS INCLUDE BUT ARE NOT LIMITED TO: EXPOSURE TO HAZARDOUS GASES DEFICIENT ENVIRONMENTS, AND SYSTEMS SUCH AS HYDROGEN SULFIDE, CARBON DiOXIDE, METHANE, OXYGEN DEFICIENT ENVIRONMENTS, AND OTHER FLAMMABLE OR EXPLOSIVE GASES, EXPOSURE TO SEWAGE WHICH MAY CONTAIN BACTERIOLOGICAL, CHEMICAL AND OTHER CONSTITUENTS HARMFUL TO HUMANS, AND EXPOSURE TO AREAS WHICH HAVE LIMITED OR RESTRICTED ACCESS AND EGRESS, WHICH MAY BE CONSIDERED PERMITTED CONFINED SPACES PER THE STATE AND FEDERAL OSHA REQUIREMENTS. ADJUST ALL AFFECTED UTILITIES (BOXES, LIDS, AREA DRAINS, MANHOLES, UTILITY POLES, HYDRANTS, BACKFLOW DEVICES ETC.) TO NEW FiNISH SURFACE GRADES AS NECESSARY. DEMO. EX. GAS, WATER 4 FiRE WATER LINES AFTER NEW LINES HAVE BEEN CONNECTED. THE LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN WERE DETERMINED FROM SURFACE FEATURES AND RECORD MAPS ONLY. CERTAIN UNDERGROUND OBSTRUCTIONS AND UTILITIES MAY NOT. BE SHOWN. POTHOLE ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL SEWER 4 STORM DRAIN WORK TO COMMENCE AT THE DOWNSTREAM END OF LINES. WHERE A CONNECTION 15 TO BE MADE TO AN EXISTING SEWER OR STORM DRAiN STRUCTURE, SAiD EXISTING SEWER OR STORM DRAIN STRUCTURE SHALL BE UNCOVERED AND CHECKED FOR LOCATION AND ELEVATION PRIOR TO SUBMITTING CUT SHEETS TO THE ARCHITECT. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD INFORMATION SHALL BE REPORTED TO THE ARCHITECT AND CIVIL ENGINEER. CONTRACTOR TO FENCE CONSTRUCTION AREA AS NECESSARY. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION FENCING TYPE AND LOCATIONS. ELEVATIONS BASED ON BUTTE COUNTY DATA. CONTOUR INTERVAL IS I' ALL WORK IN BUTTE COUNTRY RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT PERMIT d A TRAFFIC CONTROL PLAN. CONTRACTOR TO SUPPLY TRAFFIC CONTROL PLAN TO THE COUNTY. PROPERTY LINE LOCATIONS ARE BASED ON RECORD INFORMATION AND SHALL BE CONSIDERED APPROXIMATE. EXACT LOCATIONS CAN ONLY BE DETERMINED WITH A RECORD OF SURVEY. REVI SION5 REV. # DESCRIPTION DATE ELECTRIC BOX ?ADDENDUM #2 10/14/16 :\:2 CONTRACT SET 10/28/16 FIRE HYDRANT PLAN CHECK #1 01/10/1-1 LEGEND • BOLLARD o ELECTRIC BOX -/21- ELEVATION CONTOUR LINE X FENCE LINE BL FIRE HYDRANT D4 1RRIGATON CONTROL VALVE .a_ SIGN 3� EX STREET LiGHT O STORM DRAIN DROP INLET - - - - - EXISTING a WATER VALVE ® WATER METER -o- POWER POLE 3 STREET LIGHT 100.0 FS FiNiSH SURFACE ELEVATION 0 5T TREE # INDICATED DIAMETER IN INCHES 121 FINISH GRADE CONTOUR LINE -�---�- SAWCUT LINE ABBREVIATIONS A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE BFP BACK FLOW PREVENTER BPG BUILDING PERIMETER GRADE BL BREAK LINE C COMPACT CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC. CONCRETE Dl DROP INLET DS DOWNSPOUT DW DRIVEWAY E ELECTRIC EP EDGE OF PAVEMENT EX EXISTING FDC FiRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LiNE FS FINISHED SURFACE G GAS gb GRADE BREAK GR GRATE ELEVATION gtd GRADE TO DRAIN HB HOSE BIBB HDPE HiGH DENSITY POLYETHYLENE INV INVERT OF PiPE ICV IRRIGATION CONTROL VALVE iRRIG. IRRIGATION LF LiNEAR FEET LOC LOCATION ELEC ELEC (D)- -DATA -DATA (D)- -lN) W -W (D) - _W (A) -fN) IW- IRRIG (D) - SS 55 (D) SID SD (D) GAS GAS (D) - LS MB (N) NT5 OHE PIV PL PP PUE PVC ROW RWL SBC SD SDMH SF SIM. SS SSMH SW TC TP TBM TW TYP. U.G. WM WV N/5 DURHAM, CALIFORNIA VICINITY MAP ELECTRICAL CONDUIT (U.G.) TELECOMMUNICATIONS CONDUIT (U.G.) TELECOMMUNICATIONS CONDUIT (U.G.) TELECOMMUNICATIONS CONDUIT TO BE REMOVED NEW WATER LINE (U.G.) WATER LINE (U.G.) TO BE REMOVED WATER LINE TO BE ABANDONED LANDSCAPE IRRIGATION PIPING (UNDERGROUND) LANDSCAPE IRRIGATION PIPING TO BE REMOVED (U.G.) SANITARY SEWER (LI.G.) TO REMAIN SANITARY SEWER (U.G.) TO BE REMOVED STORM DRAIN (U.G.) TO REMAIN STORM DRAiN (U.G.) TO BE REMOVED LiQUiD PROPANE GAS (U.G.) TO REMAIN LIQUID PROPANE GAS (U.G.) TO BE REMOVED LANDSCAPE MAILBOX NEW NOT TO SCALE OVERHEAD ELECTRIC POST INDICATOR VALVE PROPERTY LINE POWER POLE PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE RiGHT OF WAY RAIN WATER LEADER SOUTHWEST BELL CORPORATION STORM DRAIN STORM DRAIN MANHOLE SQUARE FEET SIMILAR SANITARY SEWER SANITARY SEWER MANHOLE SIDEWALK TREE TOP OF CURB TELEPHONE POLE TEMPORARY BENCH MARK TOP OF WALL TYPICAL UNDERGROUND WATER WATER METER WATER VALVE INDEX OF SHEETS C1.0 TITLE SHEET C2.0 EXISTING TOPOGRAPHY C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 PAVING PLAN C6.0 DETAILS 6 T IL QC7.0 EROSION CONTROL PLAN 3 C7.1 EROSION CONTROL DETAILS ,�ERMrr# I47'�07� BUTTE COUNTY bEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ro! Z a 7raTE � � 1-17 BY APPROVED BY: COUNTY OF BUTTE, CALIFORNIA DATE: r- ca SITE 0 011 Z CQ �`�d�na, z m O Ln �-C DURHAM c, rn co DAYTON HWY .._ N/5 DURHAM, CALIFORNIA VICINITY MAP ELECTRICAL CONDUIT (U.G.) TELECOMMUNICATIONS CONDUIT (U.G.) TELECOMMUNICATIONS CONDUIT (U.G.) TELECOMMUNICATIONS CONDUIT TO BE REMOVED NEW WATER LINE (U.G.) WATER LINE (U.G.) TO BE REMOVED WATER LINE TO BE ABANDONED LANDSCAPE IRRIGATION PIPING (UNDERGROUND) LANDSCAPE IRRIGATION PIPING TO BE REMOVED (U.G.) SANITARY SEWER (LI.G.) TO REMAIN SANITARY SEWER (U.G.) TO BE REMOVED STORM DRAIN (U.G.) TO REMAIN STORM DRAiN (U.G.) TO BE REMOVED LiQUiD PROPANE GAS (U.G.) TO REMAIN LIQUID PROPANE GAS (U.G.) TO BE REMOVED LANDSCAPE MAILBOX NEW NOT TO SCALE OVERHEAD ELECTRIC POST INDICATOR VALVE PROPERTY LINE POWER POLE PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE RiGHT OF WAY RAIN WATER LEADER SOUTHWEST BELL CORPORATION STORM DRAIN STORM DRAIN MANHOLE SQUARE FEET SIMILAR SANITARY SEWER SANITARY SEWER MANHOLE SIDEWALK TREE TOP OF CURB TELEPHONE POLE TEMPORARY BENCH MARK TOP OF WALL TYPICAL UNDERGROUND WATER WATER METER WATER VALVE INDEX OF SHEETS C1.0 TITLE SHEET C2.0 EXISTING TOPOGRAPHY C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 PAVING PLAN C6.0 DETAILS 6 T IL QC7.0 EROSION CONTROL PLAN 3 C7.1 EROSION CONTROL DETAILS ,�ERMrr# I47'�07� BUTTE COUNTY bEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ro! Z a 7raTE � � 1-17 BY APPROVED BY: COUNTY OF BUTTE, CALIFORNIA DATE: r- ca w00> 0 011 CQ �`�d�na, z Ln U c, rn co .._ Ul t' 'o `r N C1 E W�°' O °° Ln I (A ° V c W U o Ln 0^EXV W N a) w cu 00 N u O 1 z a0 Ln V M t n' Z 00 v 0 0 W 11J ado -0 J 0 0� M Ln C1. 0 01.12.17 16-561 JCM 1 of 9 w00> 0 CQ �`�d�na, z C1. 0 01.12.17 16-561 JCM 1 of 9 ro N O M O E 1 1 � ! 6 x 151. h TC mat I 51.55 F5 \ 156. C match ati � ` \O Z 1 2 6 i match 1.30 F5 atk match 1 —{5633 F �L \ 12 U 39 LF \ 151.45 FF 1 10 \ G 2 6.0 \ \ PG 156.40 F5 �j 5 matt \ place cobbles \ ma t5z'46 TC r match BPG \\\\\ t 12 \\ \ 68 F \\ \ 156.18 BPG \\ \ .A ch 0 :5(0 R 00 FS O D FU' PA 0 ADA RAMP REMOVE AMC? REPLACE S/W. E C5.0 FOR Rtl; L E* S16' 26' 00"E ! 80.13' REVISIONS REV. # DESCRIPTION N'73* 34' 00"E 249 76, I ADDENDUM #2 QCONTRACT SET \ PLAN 01 -IF -OK #1 Y M- ,^ J% 158.8 FS match 158.'1 FS match Y m Q CONSTRUCTION NOTES i fI DEMO. LIMITS OF EX. ASPHALT (2"AC OVER 5" CONC.) 4 FOR NEW BUILDING 4 SIDEWALKS. 2 INSTALL CONCRETE SIDEWALK. SEE SHEET C6.0 FOR DETAILS 4 SHEET C5.0 FOR LOCATIONS - 3 INSTALL ASPHALT DRIVEWAY PER COUNTYS STD. S -31B. SEE SHEET C6.0 FOR DETAILS 4 (fit SHEET C5.0 FOR LOCATIONS. MAINTAIN 2% MAX CROSS SLOPE IN AREA OF FUTURE PAVED WALKWAY. 4 REMOVE PORTION OF EX. FENCE TO NEW DRIVEWAY ACCESS. INSTALL NEW FENCE POSTS 11 AS NECESSARY. ,3r1 i 5 SAWCUT 4 DEMO. PORTION OF EX. ASPHALT, SIDEWALK, CURB 4 GUTTER FOR ADA RAMP. 1 r 6 INSTALL ADA CURB RAMP PER CALTRAN5 5TD. A88A CASE "C" SHEET C6.0. I ' I ADJUST FENCE d GATE A5 NECESSARY FOR NEW SIDEWALK. 8 INSTALL ADA COMPLIANT PARKING. SEE ARCHITECTURAL PLANS FOR DETAILS. DATE 9 SLOPE CONCRETE TO MIDDLE TO DRAIN.= MAX. SLOPE) l0/14/16 10 SAW CUT EX. ASPHALT (2"AC OVER 5" CONC.) d FOR NEW BUILDING SIDEWALKS. 11 EX. CONCRETE SLAB WITH NEW PERIMETER CHAIN LINK FENCE TO BE USED FOR TRASH ENCLOSURE. 10/28/16 SEE ARCHITECTURAL PLANS FOR DETAILS. 12 INSTALL INFILTRATION SWALE, SEE DETAIL 6 SHEET 6.0. SEE PLAN FOR LENGTH OF SWALE. OI/10/li19 PERMIT #to/'y-7" r BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE -/—/7 01.12.17 16-561 v �C O W 00 > n2 1 O. LL CQ U (n9 � H W Ln �:D U �' 0) rn 00 W 00 U) f� M LA •L O N O 0� LL � O X O fu u W c LL oc w Z g`�VO Q 0 L 3 co1-0 00 M �, � Z 00 v � O ao i.i . J 1 O Q 5 M Ln v �C O W 00 > n2 1 z U p CQ C3.01 3 of 9 U � U � H �:D Q a � � W � Q w � Q � O C3.01 3 of 9 (MATCH LINE SFF VIRIJ TO THF MIGHTY FOP CONTINUATION `,\,`' Sµ �� Sa -- /_r fes...... --`.'--.• ~s sw G y G yy/ `s \ Y� SS SS W \/ N4 \ SS - Y!tF SS SS Arl ttk C (0 fO UJ 0 00 UJ ` N 01 1= (� U C3) 00 C1 OLn 1 ou C rn M un O w L X v W W N.+_M LL. oc a, Z g `nvo 4A �I 00 u M a) nl W 00 i lJ 0 W 00 J 0 O M Ln 01 U O W 00 Z MATCH LINE z \ SEE VIEW TO THE LEFT FOR CONTINUATION H -L -I �y H H UTILITY CON5TPUCTION NOTF5 I INSTALL 2.5"0 WATER SERVICE LINE (PVC SCH. 40) FROM EX. WATER LINE TO NEW BUILDING. SEE SHEET C6.0 FOR BEDDING, TRENCH BACKFILL. DETERMINE APPROXIMATE CONNECTION POINT S ADJUST OR EXTEND PIPE LAYOUT AS ~ NECESSARY. 2 INSTALL 4"0 SEWER LATERAL(PVC SCHEDULE 40) 1% MIN. SLOPE. SEE SHEET C6.1/3 FOR TRENCH DETAILS. 3 INSTALL 4"0 2 -WAY SSCO. SEE SHEET CroJ/4 FOR DETAILS. O 4 INSTALL 5000 GAL. SEPTIC TANK. SEE SHEET C6J. 5 INSTALL DISTRIBUTION JUNCTION BOX WITH ACCESS RISER/LID TO GRADE. BOTH OUTLETS TO BE OJO' BELOW INLET ELEVATION. ALL 4" 0 LINES LEAVING BOX MUST BE T w AT SAME ELEVATION TO ENSURE EQUAL D15TRIBUTION `J 6 INSTALL 504 L.F. LEACH FIELD TRENCH (6 - 84 FOOT TRENCHES). SEE SHEET C6.1/1 FOR INFILTRATOR TRENCH DETAIL. 55 PIPE WITHIN LEACH TRENCH TO BE FLAT WITH O% SLOPE. ^~^ w '7 INSTALL PIEZOMETER WITH ACCESS RISER TO GRADE. SEE SHEET C6.1/2 FOR DETAIL. I� 8 RUN DRY UTILITIES AS SHOWN. JOINT TRENCH DESIGN BY OTHERS. ~ 9 MODIFY OR REPLACE EX. DROP INLET TO ACCEPT NEW 6" SD PIPE. 10 INSTALL LANDSCAPE DRAIN BOX d PIPE TO TIE INTO EX. AREA DRAIN. SEE SHEET C6.0/5. REPLACE SIDEWALK 4 CURB AS NECESSARY TO ORIGINAL CONDITION. NOTE: SLOPE IN PROPOSED LEACHFIELD AREA IS 0.5% TO I%PERMIT BUTTE T E COUNTY DEVELOPMENT SERVICES H� APN 040-213-013, 040 -ISO -063 REVIEWED FOR Q CODE COMPLIANCE cc . DATE BY Tr" /3 T REv1sIONs J� REV. # DESCRIPTION DATE USA North II ADDENDUM #2 10/14/16 '' Know what's b'km• GAIN before you dig. CONTRACT 5ET 10/28/16 California and Nevada Call Twa %Working Days Before You Dig! /5\ PLAN CHECK #I OI/10/I'1 r00«227,2600 C4. o 01.12.17 16-561 JCM 4 of 9 a a N M 0 1-4 SIDEUJA1_< SECTION SAWCUT EX. COURT - 1563T \ PERIMETER - varies see plan (N) ASPHALT \ 2—=x'— NOTE: SEE THE GEOTECHNICAL REPORT BY HOLDREGE KULL DATED AUGUST 4, 2016 FOR DETAILS. BLD FF -157.45' UJE5TE2Y SECTION AT BUILDING MATCH EX. SIDEWALK - 157.35' � AREA DRAIN - — 111 PERiMETER- 156."18' BLD FF -157.45' (N) LANDSCAPE NOPTHE'L i 5ECTION AT BUILDING SAWCUT EX. SIDEWALK 156.55' \ — 13' PERIMETER - 156."18' � BLD FF -157.45' GRADETO (N) LANDSCAPE DRAIN 50UTHEPL %r SECTION AT BUILDING 12" MIN. r1 A -rr- ADS NYOPLST INLINE DRAIN OR APPROVED EQUAL \ COBBLES PLACED AROUND INLET GRATE TEE DRAiN BASIN OR APPROVED EQUAL NOTE: DRAIN BASINS, TEES, ELBOWS ETC. TO BE SIZED 4 DESIGNED TO ACCOMODATE PIPES, NEW AND EXISTING LANDSCAPE D AIN DETAIL sin 151.45 BUILDING FF R NT5 RETAINING' aR8 if W-USSARY A' €OCE OF SIDEWAi . SIDEWALK _"N SIDE -H.OX IN AT CURIJ ""V NOTE. 9' EE AT; C',fRi RI ♦ CWY1T ' e'Mt:F 5 M:.i Se E A� 'tp- IAHrty_yyCF M^ 5 k�5 RECESSING If AT -^--•-- NECESSARY AT EDGE gr" Min AND 0 17"/ubx OF SIDEWALK '"°1W Allaa�--- -- Mtn 3R.�N�ASE �a A.-G49-£ii.P �tY71, k�tl FNLL. � lett[ �} t r duty 15' 2016 ac e _. ?.3X171"0 1.SX 7;5X SIDEWALK n. wn • rtavr,A 0.,E K rCEt+s: rte flax. Max ,rurrr A+xst .cr X ecvr.xxrerw 3 X x " $°r.r Eau++rr to m.nrrAaeu at us.rc :.. R a as'" . x: §... xvts n nin rr a.v Aver... w. w•'°°°� ' TO ACCOPPANY :PLANS -DATED: FIC OF SIDVWAiLK'. 'l:/ SEE.NaTE 9 ... NOTE51 A CAS A t. Aa *It* conditions dictate. Case A throuOtl Cob* t*curb romps may be �. Desai 9. The ea*incfac a b romps used C in Detail judo 1'of have A and. have to SIDEWALK:SIDEWALK be roo some. Cade A through -Case C curb Tampa also may be w*d at: ic x -FRONT EDGE ^!,t mid Wock tocotions, os site conditions dictate.:. ..►l '33 i OF SIDE,WA�.K � � � 9 0% mox �2• it tli*te xtr cram pElrb to txicP oY akea'Wolk is tao apart to AT CURD occommotlote romp and E'-2" ptallorm (ionding1-os atwwn In Cog* A,.. {. �W4rPr 'A E'LARED SIDE OCCURS PROVIDE 2"-0" kin OF CURB SIDEWALK; 4-.. Sea Note 1 See Nates is ala 3' 156.78 BPG tM Pi l' maybe ael>reaaea laigtiud nafiy as In Case 0 ar C or ; 5 6" EO Or may b* widemali 06 in Coss, 0, M TyD a Typ SIDEWALK 3. When�row Is located In cen4*r of curb stern, &osswdik. 1 �w caMigurotion mea+ b* similar to IMt:thown for Detall D. " , - CURD (BOTH :1. As *If* of +h ktCog* dietary ttl* racing aero in r and d post -Ion. M 1. SIDES Oc aide of 'the core G romp slidTi f>R cetructed rh ravarsaa.poai;fon 1- "I.S. It I000ted am a curve the a{dae of thib romp Ntd not be'poraIIe , but tha minimum .wrath of.the romp :shall be 2.. a -2 Af nSEE NOTE #-RETAININO s -2 U.n SEE NOTE 9 CURD :S. 8idt atopy of ramp "Till, vary uniformly lrow a moo mum or S." of .,_, A I - aurb to wnIaYm with iongI tudt nal al4a+ro.k aii pe adyocent Ya top or _ � W\±) the romp, except in Cosa C, and Cha c, ,ASE F CASE 9. The,% dteM surtaes of transitions at curb romps ta'walks. gutters, Ses.trate d. and anal T:be at the ,dome levet.,. - - Z RAtP}'. DUTTER 'B. Cmlrster-aldpes of adjo?AT" guiter* Gill row durfoceit Immedictel�y- o FLOWL NE 7' Or RAW 4!:r "Ih aajacersf to dna wttn�n Yt finches of the ourb romp email not be > -. tsept „far aocIV ON" or X!_ Gutter Pon 340" shall not_axcaea I" of SEE NDTE..:e _T- ataener than h 2,10 5« «lath. W T.Sk. hiax 1.32. �Wx. ,+• - �. r�'rampa ahait taus a Aet`e +Vo "arming "J"fCce that -extends �''' +hel width and 1"-0" depth Ot the ramp A 4'-O" Vida detectable g eurfaca nay be used oh:o A'r2" .10. owt) romp. Detectable SECTION A -A Worning Surfaces eftoI conform to the requirements in the standard Speaif,C&Ions. r" GUTTER RETAINING tLM3 r -- fLOWLINE IF NECESSARY TO. STdetiotk and romp thickness. `r, anali;ba 3rr" trTnImum. 7{Ne OF RA 1AP A 2" Urn IT within ed ,to r-aderby floe is m«er ra es, Vaults Q ala atlgr, utiTifY iacltitles- : '�"' ROUNDED i"--------^--�j .p x111 Da redpcotttl or - i g p ta, or in Conjunction with, Curb ramp tcnstruc+ion. `' T,5'!. Max G 1,5X:..Naxurt 12, Detectable woming awe way tie" ve ais M alt to allow removal of o _ EE NOTE a Utillty. covers. while maintaining full..geteetabla: xorning Width SECTi©N 8-B as aepth. qDepress anttre sidewtlik as r*quired RETAININD�CURS .. YA��1. r.� O GUtTER 1F el£tE55yARY 2 3 Lfin AND 7.t" Max b Q - > FLOWLINf _i -'r - ^ CENTER PATE RTO C:NTER -.' 3EE 1,42 Max �� RAtSEDTRUNC.,, NOTE a ;FCTrON C -C'. , DETECTABLE .'WARNING SURFACE sea Nate 9.. .. umvit 0 PAY' .,,2... i - STMENT P tAL ANSP1A .: RO'ilNDEO DEPARTMENT OF a"RANSPDE T A culls RAMP :DETAILS N6 SCAL£ NOEE Q RFSJt � T. PAY LIMITS WED'OCTOBER A 30, 2015 JULT IS, 7016 SMRSEDFS STANDAR9 PLAN A68A .2015 - PACE ICT OF TRE:STA104RD PLANS KOCK DATED 2015.. Existing curb ar,a..eia*walk REVISED STANDARD: PLAN 'RSP A88A Infiltration zone GRATE/ WS ATRIUM STYLE ELEVATION GRATE SEE GRADING PLAN 17 MOUND COBBLES \ / ,�� LS DRAIN SEE THIS AROUND GRATE SHEET FOR DETAILS. FINISHED SURFACE 12" of Lightly or SEE PLAN non -compacted r earth to allow for infiltration INFILTRATION SWALE ti. D � r\ D D SIDEWALK PI Plum '1 1►rr- Ar- rV.FTnrfl A0•.11 I AI T' /K /1►�I"1nf-'Yr Rre�r NOTE: 1. DRIVEWAY SURFACING .SHALL CONSIST OF 2" (MIN.) OF 4'4" TYPE t8' MAX. MED. GRADING ASPHALT CONCRETE OVER 4" (MIN.) OF CLASS 2s, Vi" MAX. GRADING AGGREGATE BASE. EXISTING A.C. DIKE REMOVE `THIS � � PART' OF DIKE -t_ t /W UNE CD 2" t (LEAVE iN OR REPLACE) `CUT A.C. DIKE AND LEAVE 2" MIN. LIP. TYPICAL DETAILS & SECTION STANDARDS FOR PRIVATE DRIVEWAY BEHIND ASPHALT DIKE SECTION ` ; •. COUNTY STANDARD NO. • S-31 g N.T.S. rc IN PERMIT # 6 20 7 l BUTTE COUNTY DEVELOPMENT SERVICES REVIE`JVED FOR CODE 'COMPLIANC BY DATE'2_f..�% REVISIONS REV. # SIDEWALK- SEE O ARCHITECTURAL PLANS J 00 > FOR CONCRETE 4 11 SCORING DETAILS. U t< 0 Z 1.5% MA .-- .A a4. 4" d: • . d e: - • CRUSHED ROCK SIDEUJA1_< SECTION SAWCUT EX. COURT - 1563T \ PERIMETER - varies see plan (N) ASPHALT \ 2—=x'— NOTE: SEE THE GEOTECHNICAL REPORT BY HOLDREGE KULL DATED AUGUST 4, 2016 FOR DETAILS. BLD FF -157.45' UJE5TE2Y SECTION AT BUILDING MATCH EX. SIDEWALK - 157.35' � AREA DRAIN - — 111 PERiMETER- 156."18' BLD FF -157.45' (N) LANDSCAPE NOPTHE'L i 5ECTION AT BUILDING SAWCUT EX. SIDEWALK 156.55' \ — 13' PERIMETER - 156."18' � BLD FF -157.45' GRADETO (N) LANDSCAPE DRAIN 50UTHEPL %r SECTION AT BUILDING 12" MIN. r1 A -rr- ADS NYOPLST INLINE DRAIN OR APPROVED EQUAL \ COBBLES PLACED AROUND INLET GRATE TEE DRAiN BASIN OR APPROVED EQUAL NOTE: DRAIN BASINS, TEES, ELBOWS ETC. TO BE SIZED 4 DESIGNED TO ACCOMODATE PIPES, NEW AND EXISTING LANDSCAPE D AIN DETAIL sin 151.45 BUILDING FF R NT5 RETAINING' aR8 if W-USSARY A' €OCE OF SIDEWAi . SIDEWALK _"N SIDE -H.OX IN AT CURIJ ""V NOTE. 9' EE AT; C',fRi RI ♦ CWY1T ' e'Mt:F 5 M:.i Se E A� 'tp- IAHrty_yyCF M^ 5 k�5 RECESSING If AT -^--•-- NECESSARY AT EDGE gr" Min AND 0 17"/ubx OF SIDEWALK '"°1W Allaa�--- -- Mtn 3R.�N�ASE �a A.-G49-£ii.P �tY71, k�tl FNLL. � lett[ �} t r duty 15' 2016 ac e _. ?.3X171"0 1.SX 7;5X SIDEWALK n. wn • rtavr,A 0.,E K rCEt+s: rte flax. Max ,rurrr A+xst .cr X ecvr.xxrerw 3 X x " $°r.r Eau++rr to m.nrrAaeu at us.rc :.. R a as'" . x: §... xvts n nin rr a.v Aver... w. w•'°°°� ' TO ACCOPPANY :PLANS -DATED: FIC OF SIDVWAiLK'. 'l:/ SEE.NaTE 9 ... NOTE51 A CAS A t. Aa *It* conditions dictate. Case A throuOtl Cob* t*curb romps may be �. Desai 9. The ea*incfac a b romps used C in Detail judo 1'of have A and. have to SIDEWALK:SIDEWALK be roo some. Cade A through -Case C curb Tampa also may be w*d at: ic x -FRONT EDGE ^!,t mid Wock tocotions, os site conditions dictate.:. ..►l '33 i OF SIDE,WA�.K � � � 9 0% mox �2• it tli*te xtr cram pElrb to txicP oY akea'Wolk is tao apart to AT CURD occommotlote romp and E'-2" ptallorm (ionding1-os atwwn In Cog* A,.. {. �W4rPr 'A E'LARED SIDE OCCURS PROVIDE 2"-0" kin OF CURB SIDEWALK; 4-.. Sea Note 1 See Nates is ala 3' 156.78 BPG tM Pi l' maybe ael>reaaea laigtiud nafiy as In Case 0 ar C or ; 5 6" EO Or may b* widemali 06 in Coss, 0, M TyD a Typ SIDEWALK 3. When�row Is located In cen4*r of curb stern, &osswdik. 1 �w caMigurotion mea+ b* similar to IMt:thown for Detall D. " , - CURD (BOTH :1. As *If* of +h ktCog* dietary ttl* racing aero in r and d post -Ion. M 1. SIDES Oc aide of 'the core G romp slidTi f>R cetructed rh ravarsaa.poai;fon 1- "I.S. It I000ted am a curve the a{dae of thib romp Ntd not be'poraIIe , but tha minimum .wrath of.the romp :shall be 2.. a -2 Af nSEE NOTE #-RETAININO s -2 U.n SEE NOTE 9 CURD :S. 8idt atopy of ramp "Till, vary uniformly lrow a moo mum or S." of .,_, A I - aurb to wnIaYm with iongI tudt nal al4a+ro.k aii pe adyocent Ya top or _ � W\±) the romp, except in Cosa C, and Cha c, ,ASE F CASE 9. The,% dteM surtaes of transitions at curb romps ta'walks. gutters, Ses.trate d. and anal T:be at the ,dome levet.,. - - Z RAtP}'. DUTTER 'B. Cmlrster-aldpes of adjo?AT" guiter* Gill row durfoceit Immedictel�y- o FLOWL NE 7' Or RAW 4!:r "Ih aajacersf to dna wttn�n Yt finches of the ourb romp email not be > -. tsept „far aocIV ON" or X!_ Gutter Pon 340" shall not_axcaea I" of SEE NDTE..:e _T- ataener than h 2,10 5« «lath. W T.Sk. hiax 1.32. �Wx. ,+• - �. r�'rampa ahait taus a Aet`e +Vo "arming "J"fCce that -extends �''' +hel width and 1"-0" depth Ot the ramp A 4'-O" Vida detectable g eurfaca nay be used oh:o A'r2" .10. owt) romp. Detectable SECTION A -A Worning Surfaces eftoI conform to the requirements in the standard Speaif,C&Ions. r" GUTTER RETAINING tLM3 r -- fLOWLINE IF NECESSARY TO. STdetiotk and romp thickness. `r, anali;ba 3rr" trTnImum. 7{Ne OF RA 1AP A 2" Urn IT within ed ,to r-aderby floe is m«er ra es, Vaults Q ala atlgr, utiTifY iacltitles- : '�"' ROUNDED i"--------^--�j .p x111 Da redpcotttl or - i g p ta, or in Conjunction with, Curb ramp tcnstruc+ion. `' T,5'!. Max G 1,5X:..Naxurt 12, Detectable woming awe way tie" ve ais M alt to allow removal of o _ EE NOTE a Utillty. covers. while maintaining full..geteetabla: xorning Width SECTi©N 8-B as aepth. qDepress anttre sidewtlik as r*quired RETAININD�CURS .. YA��1. r.� O GUtTER 1F el£tE55yARY 2 3 Lfin AND 7.t" Max b Q - > FLOWLINf _i -'r - ^ CENTER PATE RTO C:NTER -.' 3EE 1,42 Max �� RAtSEDTRUNC.,, NOTE a ;FCTrON C -C'. , DETECTABLE .'WARNING SURFACE sea Nate 9.. .. umvit 0 PAY' .,,2... i - STMENT P tAL ANSP1A .: RO'ilNDEO DEPARTMENT OF a"RANSPDE T A culls RAMP :DETAILS N6 SCAL£ NOEE Q RFSJt � T. PAY LIMITS WED'OCTOBER A 30, 2015 JULT IS, 7016 SMRSEDFS STANDAR9 PLAN A68A .2015 - PACE ICT OF TRE:STA104RD PLANS KOCK DATED 2015.. Existing curb ar,a..eia*walk REVISED STANDARD: PLAN 'RSP A88A Infiltration zone GRATE/ WS ATRIUM STYLE ELEVATION GRATE SEE GRADING PLAN 17 MOUND COBBLES \ / ,�� LS DRAIN SEE THIS AROUND GRATE SHEET FOR DETAILS. FINISHED SURFACE 12" of Lightly or SEE PLAN non -compacted r earth to allow for infiltration INFILTRATION SWALE ti. D � r\ D D SIDEWALK PI Plum '1 1►rr- Ar- rV.FTnrfl A0•.11 I AI T' /K /1►�I"1nf-'Yr Rre�r NOTE: 1. DRIVEWAY SURFACING .SHALL CONSIST OF 2" (MIN.) OF 4'4" TYPE t8' MAX. MED. GRADING ASPHALT CONCRETE OVER 4" (MIN.) OF CLASS 2s, Vi" MAX. GRADING AGGREGATE BASE. EXISTING A.C. DIKE REMOVE `THIS � � PART' OF DIKE -t_ t /W UNE CD 2" t (LEAVE iN OR REPLACE) `CUT A.C. DIKE AND LEAVE 2" MIN. LIP. TYPICAL DETAILS & SECTION STANDARDS FOR PRIVATE DRIVEWAY BEHIND ASPHALT DIKE SECTION ` ; •. COUNTY STANDARD NO. • S-31 g N.T.S. rc IN PERMIT # 6 20 7 l BUTTE COUNTY DEVELOPMENT SERVICES REVIE`JVED FOR CODE 'COMPLIANC BY DATE'2_f..�% REVISIONS REV. # DESCRIPTION O ADDENDUM #2 J 00 > CONTRACT SET 11 PLAN GHEGK #1 01.12.17 16-581 DATE 10/14/16 10/28/16 01/10/1? JCM o14 co O w J 00 > 0 11 I - U t< 0 Z � Ln U L `n rn 00 W O 0100 Lit I am O 0 c UK! %� W ft1 U R1 r Ln .i Vf O: UfTJ' O X u 16- V. W N +'10 :�=L1' N (1 c-. 2rn N V M V M Y.. (D 00 00 00 I t �' u ,p O 0 16- wZ: 2 J 0 M Ln o14 N O d% O w J 00 > Cq 1 I - U t< 0 Z � C6.0 6 of 9 41" MAX. u 12 GROUND LEVEL NATIVE BACK FILL RAKE SIDES AND BOTTOM OF TRENCH SECTION (ENSURE 51DES AND BOTTOMS ARE NOT SMEARED) INSTALL IN DRY WEATHER - INFILTRATOR QU1CK4 PLUS STANDARD CHAMBER 36" WIDE TRENCH TYPICAL INFILTRATOR CROSS SECTION NTS INSTALL ACCESS BOX(S) OVER PIEZOMETER AND CLEANOUT (MUST BE TRAFFIC RATED WHERE APPLICABLE) INFILTRATOR PIEZOMETER NTS UNPAVED PAVED \\ aREA 311 \\�\\ COMP.. 12� VMn[Z BACK FILL MINIMUM /\ MINIMUM ISH MPAG7D [ COVER TO 90i R. 12 INITIAL B�CK FiLL W SAND ................ 1211 COMPACTED TO 90'6 R.D..�.�............ .�::::::::::�:� eC 55 DRAIN — PVC SCH. 40 OR LINE 411 SAND — APPROVED HAUNCHING EQUIVALENT 4" SAND BEDDING. �... \ \ TRENCH/PAVEMENT REPLACEMENT NTS INSTALL CHRISTY G5 BOX 4 LID MARKED SEWER OR EQUAL PLACE CONCRETE COLLAR AROUND BOX A5 SHOWN SEWER SYSTEM NOTES 1. TANKS: a. Precast concrete tanks shall have been designed by a registered engineer and approved by state or local regulatory agencies, or authorities. b. Loading Criteria:. i. There shall be 130 pef for minimum weight of saturated backfill, or 100 pcf for unsaturated backfill, (400 psf minimum). ii. Minimum lateral loading shall be 62.4 pcf. Lateral loading shall be determined from ground surface. c. Tanks (Septic and Grease Tank) requiring deep burial or subject to truck or heavy traffic loading require special consideration. (A minimum soil cover of 12 inches shall be used, unless specified otherwise by manufacturer.) d. All tanks shall be structurally sound and watertight. e. Tanks shall be manufactured and furnished with access openings 24 inches in diameter (min) and of the configuration shown on the standard drawings. Modification of completed tanks will not be permitted. f. Inlet/Outlet plumbing shall include "tees" which penetrate a minimum of 18 inches into the liquid from the inlet flow line. The inlet plumbing shall allow for natural ventilation back through the building sewer and vent stack. g. Tanks shall be capable of successfully withstanding an above—ground static hydraulic test and shall be individually tested. h. Septic tank shall be installed in strict accordance with the manufacturer's recommended installation instructions. 2. Concrete: a. Walls, bottom and top of reinforced concrete tanks shall be designed across the shortest dimension using one—way slab analysis. Stresses in each face of monolithically constructed tanks may be determined by analyzing the tank cross—section as a continuous fixed frame. b. The walls and bottom slab shall be poured monolithically; alternatively, water stops may be provided. c. Reinforcing steel shall be ASTM A-615 Grade 60, fy=60,000 psi. Details and placement shall be in accordance with ACI 315 and ACI 318. d. Concrete shall be ready—mix with cement conforming to ASTM CI50, Type II. It shall have a cement content of not less than six (6) sacks per cubic yard and maximum aggregate size of 3/4 inch. Water/cement ratio shall be kept low (0.35fi), and concrete shall achieve a minimum compressive strength of 4000 psi in 28 days. Calcium chloride will not be allowed in the mix design. e. Tanks may be protected by applying a heavy cement—base waterproof coating (Thoroseal or equal), on both inside and outside surfaces, in compliance with Council of American Building Officials (CABO) report #NRB -168; 6181, however the tank should be watertight without the addition of seal coatings. f. Form release used on tank molds shall be Nox—Crete or equal. Diesel or other petroleum products are not acceptable. g. Septic tank shall not be moved from the manufacturing site to the job site until the tank has cured for seven (7) days or has reached two—thirds of the design strength. h. In order to demonstrate watertightness, tanks shall be tested twice prior to acceptance. Inlets to the septic tank will be watertight pipe seal Ty Seal or equal as approved by the Engineer. Each tank shall be tested at the factory, prior to shipping, by filling with water to the soffit and letting stand. After 24 hours, the tank shall be refilled to the soffit and the exfiltration rate shall be determined by measuring the water loss during the next two (2) hours. Any leakage shall be cause for rejection. After installation is completed, each tank shall be filled with water to a point two inches into the access riser and retested as previously described (the field test period may be reduced to not less than two (2) hours). Backfill of a depth equal to the water height in the riser must be in place over the tank to prevent damage due to hydrostatic uplift. No tank will be accepted if there is any leakage over the two (2) hour period. 3. SYSTEM INSTALLATION AND SUBMITTALS: System to be installed by an County of Butte approved installer. Coordinate with County of Butte Environmental Health Department for inspection requirements. Contractor to submit cut sheets of all system materials to County of Butte for approval prior to installation. This includes but is not limited to tanks, pipes, rock, and filter fabric. FRONT VIEW SIDE VIEW D nam; Microtea hneg„ Pdytuft Chart borSpacer,..WAIPort PoelLock, OJckCWt CUckPiay;5naplock and Stra lPILOCK are I adamark$0111-Itttratorwater r ecnnoiOtIies:. zyLck b a trademark of Poly+ ok, Inc. TUF-TITS is a regislared lradararfc of TUF-T.Tc, INC. UI va-Rib is a trademark of IPEX Inc. 2016tnI1It8tarWater'eclmdogfMtLC,AtrlghismspvedPlniedlnUSA. PtC1S05 816` RO Precast ,..The Concrete Solution ....................... .... : W AN1101.1, PIKE..» DRAINAGE GE !Nt,t.t ` • ;-T'0161 IVAT .1?1 OIL INa IE::E CF:PTOi:S VA tX[ & 80.\I:S•: t ST'03I PRECAST (533) 2,43-25162 5461 EAS SIDE; ROAD IIJ RO. BOX 7Z0280 SECTION VIEW VIEW PLAN VIEW 1) DESIGNED FOR H-20 HIGHWAY LOADING. 2) PENETRATION SIZES AND LOCATIONS CAN BE PLACED AS REQUIRED, 3) WEIGHT PER SECTION: 12,000 LB. 4) 3 COMPARTMENT TANK AVAILABLE AS STORM WATER INTERCEPTOR. 5) OUTLET BOXES AVAILABLE, SEPARATE ITEM: 6) ;ALSO AVAILABLE IN 1250, 1500, 3000, 4000 AND 5000 GALLON CAPACITIES. 5,000 GALLON SEPTIC TANK PERMIT # BUTTE COUNTY DEVELOPMENT SE'nVICES REVIEWED FOR CODE COMPLIANCE DATE_ 2 -/ —/ ? BY QUIGiii Plus All -In -One Periscope INFILTRATOR WATER TECHNbi O IER LLC eINFILTRATOR'l Infiltrator Water Technologies, LLC STANDARD LIMITED DraInfleld WARRANTY FINISH GRADE (afThe:stroctural integrity of each Chamber endcaR FZficm expanded P*Styrem ancVOr Other 611 uY manufactured by Infitrator ("Units"), w ten installed and operated in a Ieadifeld of an r ,I ,I OUICK4 PLUS orr+te septic system in accordancewiih Infiltrators instructionns, iswamnted tothe otiginaf pur- ALL4WONE PERISCOPE "1360-SWNET_) i chaser CHoider) against defective materials and workmanship for oneyearfrom the deft that the 411 , . - U .,'• r. septic perm" is iswted for the septic system u aitairtng the Units prwi ftaxever,'that ii a sept' 00 Lf' permit is trot required by applicable law, the warranty period will begin upon the date that instafla f V C1 E WC, (� 001 O s C 6art'of the septic system c ommenam To exercise its warranty rights, Holder'must notify Infiltrator - L) O = In a: _ ^ 0 IV IV tJ in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of SCREWED N +r 4 LL- N the alleged defect Infiltrator will supply replacement Units for Units determined by infiltrator to be Z tv �� VO Lf1 V1 covered • Infiltrators lability spedAt* excludes ale cost of removal and f PLUG W . two . • 12.r iNvERT Instely of thetUedWart 0000 -0J ( }1HE'LIMITMWARRANTYANDREIAMESINSUBPARAGRAPH (a)ARE EXCLUSIVE:THERE I-WAY m Ln ARE NO OTHER WARRANTIES NTH RESPECT TO TATE UNITS, INCLUDING NO IMPLIED CLEANOUT WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE 55 PIPE QC} this Limited Wirisiry shall be void if arty hart d d� dnam6et' system is manufactured by anyone oilier than "Infiltrator, The Linked Warranty does not extend to Incidental, cotns.egwn ial, special or + ir><6rect damages Infiltrator shall not be liable for penalties or "dated damages, Including loss of —� production and pro1L4;1abor and materials, avethead costs, or other losses or expense, Incurred by the Haider or arty third party. Speoificalty excluded from Limited Warranty coverage are damage to the Units cine to ordinary wear aid tear, alteration, accident, misuse, brise or neglect of the Units; the Units being subjected to vehicle traffic or otter conditions which are not permitted by the instal- . lation instructions; failure to maintain the minimum grand caters set forth in the Instalaition instruc-- tions the placement of improper materials Into the system containing the Units: failure of the Unks 2 -WAY I or the septic system the `to improper siting or Impinper nri7ing, excessive water usage, improper CLEANOUT grease disposal, or improper operation; or any other event not caused bV Infiltrator. This Limited Warranty steal be void if the Halder falls to comply with ani of the terms so forth in this limited Warranty, Further, in no'enent shelf infiltrator be responsible for any loss or damage to the Holder, the Limos or any third pair firth Installation or shipment, or from any producte instry [� �/ e ^' C /� S I T I� 1 5 �� C� !� I OUT D{ T f�T �� ed Warranty to dams Holder or Any third parry. For this Limited Waurarnty ri apply, the Units mast be installed fru party. F accordance with all site ubrditionsrequired by state and local cafes all other applicable laws; and .. 4 ^ Infifravers Installation nsmuc6ans NTS _ (d} No representative of Infiltrator has Ure'authatty to dtenge tx extend this limited Warranty tf o A Eiielners Yarn Road P 4 Bu nesOX warranty applies to any paty'other tfnan the original Holder. The above represents the Standard Old Scytxoci. CT 06475 Limited Warraityoffered byhnfiitrator. A invited number of states and counties have different war- . I� e / «� �y p .ay �js M-577-7006 Fax SW 577-7001 I1 L i rantyrequirements.; Arrry purdmer Of Units shcrid conma lnfiltratoes Corporate Headq itermin Old Saybrook, Coneclir ut prior to such purchase, to attain a dopy of the applicable warranty, and y [- i i ii /SIT V i S, -wo-221-4436 water r t hfTologi s *rhww.infiItraftwmtercorn4 should carefully read that warranty prior to the purchase of Unit& US, Pafers:4, 759,681:5.017.04 i:'5,15$480;'t,' 6 00.5,401.f1'6; 5,401,459;5,151 1,003 5,716,163:5,586,779; 5 F39,s4d Cana" PaAm 1 ,3A,05§; !f,064,564 Olher'Imterts rmnct4 D nam; Microtea hneg„ Pdytuft Chart borSpacer,..WAIPort PoelLock, OJckCWt CUckPiay;5naplock and Stra lPILOCK are I adamark$0111-Itttratorwater r ecnnoiOtIies:. zyLck b a trademark of Poly+ ok, Inc. TUF-TITS is a regislared lradararfc of TUF-T.Tc, INC. UI va-Rib is a trademark of IPEX Inc. 2016tnI1It8tarWater'eclmdogfMtLC,AtrlghismspvedPlniedlnUSA. PtC1S05 816` RO Precast ,..The Concrete Solution ....................... .... : W AN1101.1, PIKE..» DRAINAGE GE !Nt,t.t ` • ;-T'0161 IVAT .1?1 OIL INa IE::E CF:PTOi:S VA tX[ & 80.\I:S•: t ST'03I PRECAST (533) 2,43-25162 5461 EAS SIDE; ROAD IIJ RO. BOX 7Z0280 SECTION VIEW VIEW PLAN VIEW 1) DESIGNED FOR H-20 HIGHWAY LOADING. 2) PENETRATION SIZES AND LOCATIONS CAN BE PLACED AS REQUIRED, 3) WEIGHT PER SECTION: 12,000 LB. 4) 3 COMPARTMENT TANK AVAILABLE AS STORM WATER INTERCEPTOR. 5) OUTLET BOXES AVAILABLE, SEPARATE ITEM: 6) ;ALSO AVAILABLE IN 1250, 1500, 3000, 4000 AND 5000 GALLON CAPACITIES. 5,000 GALLON SEPTIC TANK PERMIT # BUTTE COUNTY DEVELOPMENT SE'nVICES REVIEWED FOR CODE COMPLIANCE DATE_ 2 -/ —/ ? BY Q W 00 r z VJ.. O 02 02 .1 O C6.1 01.12.17 16-561 JCM 7. of 9 in 0� W t^ - U a) a) 00 Lf' f V C1 E WC, (� 001 O s C L) O = In a: _ ^ 0 IV IV tJ _ + (U(,' W N +r 4 LL- N Z tv �� VO Lf1 V1 00 00 uM W two 0000 -0J O 5 m Ln Q W 00 r z VJ.. O 02 02 .1 O C6.1 01.12.17 16-561 JCM 7. of 9 i 0 N ,n 0 n C) 0 C M 3 7 E T U) 0 a D a M iv O c U C 0 BVI 0 W U i tA Y v a .c 0 0- a, O c M E l7 (V a� 4A E M -E 0 Lna Ln T to 1; v .o a` Fiber Rolls SC -5 W" Rope Tie •• 50 to ;mrr, 41 fiber roll 200 mm 'min 300 mm min. 19 mm X ��woocl max 1.2 m spacing (typ.) OP A* Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 March 1, 2003 6 of 6 Stabilized construction Entrance/Exit TC -1 Crushed aggregate greater than 75 mm (3 in) but :smaller than 150 mm (S in) r -Filter fabric Original grade 300 mm '(12 in) Min, unless otherwise specified by a ;soils engineer SECTION B—B NTS NOTE: =1 -Construct sediment barrier i= cr) Temporary pipe culvert B as needed 15 m Min or four times the circumference of the largest construction vehicle tire, Match whichever is greater Existing Grade PLAN NN 1 Stabilized Contraction Entrance/Exit (Type 1 Caltrans Storm Water Quality Handbooks Section 6 Construction Site Best Management Practices Manual Stabilized Construction Entrance/E)it TC -1 March, 1, 2003 3 of 4 Concrete Waste ManagementFNM-81 SANDBAG r— O w 00 STAPLES BINDING WIRE 10 mil PLASTIC LINING 01 (2 PER SLE) C3 w a .�.0 t1 to � Crushed aggregate greater than 75 mm (3 in) but :smaller than 150 mm (S in) r -Filter fabric Original grade 300 mm '(12 in) Min, unless otherwise specified by a ;soils engineer SECTION B—B NTS NOTE: =1 -Construct sediment barrier i= cr) Temporary pipe culvert B as needed 15 m Min or four times the circumference of the largest construction vehicle tire, Match whichever is greater Existing Grade PLAN NN 1 Stabilized Contraction Entrance/Exit (Type 1 Caltrans Storm Water Quality Handbooks Section 6 Construction Site Best Management Practices Manual Stabilized Construction Entrance/E)it TC -1 March, 1, 2003 3 of 4 Concrete Waste ManagementFNM-81 SANDBAG r— O w 00 STAPLES BINDING WIRE 10 mil PLASTIC LINING (2 PER SLE) Q .�.0 10 mit PLASTIC LINING 9 4 mil PLASTIC LINING 1 m WOOD FRAME SECURELY'. STAKES (2 PER BALE) (OPTIONAL) FASTENED AROUND . Im SECTION 6-9' NOT.70 SCALE • . BERM Fiber Roll Per SC -05 ENTIRE PERIMETER ( r' `Ln 1200mmx610mm Stabilize area and 3m MINIMUM ,..i STAKE WITH TWO STAKES grade uniformly (IYP.) . _ i',CONCRETE., $E A_Ar LATH AND NOT TO 'SCALE BLACK LETTERS around perimeterW r r r s ■ r( FLAGGING ON � s WASHOUT 0) U 01 O SECTION 1111_1? 3 SIDES NOT, TO SCALE 3m MINIMUM _14. �- X u Drain inlet12" TWO—STACKED (/ MINIMUM W . Wc — O ❑ ❑ CD WOODFRAME—,gym Z 915 mm %ARemove sediment 8 B' co 0 m before reaching O ❑ 00 s 1r 0 B B' u 00 Section A—A A 915 mm O A' -0 0 5 VARIES O I CONCRETE WASHOUT rr.0 VARIES VARIES E SIGN DETAIL . • (OR EQUIVALENT) ��.,�T.A '.(TY -) nH —+--'50 mm a, 1 OV ❑ mm 3.05 mm DIA STEEL WIRE SANDBAG 10 mil PLASTIC LINING WITH STRAW BALES MOTES: 1, ACTUAL LAYOUT DETERMINED IN THE FIELD. 10 mil PLASTIC LINING NOT TO SCALE.BERM 2. THE CONCRETE WASHOUT SIGN (SEE FIG. 4-15) NOT TO SCALE TYPE "BELOW GRADE' SHALL BE INSTAlM WITHIN '10 m OF THE TYPE "ABOVE GRADE' NOTES: WITH WOOD 'PLANKS 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. Caltrans Storm Water Quality Handbooks 2. THE CONCRETE (WASHOUT 'SIGN (SEE PACE 6) SHALL Construction Site Best Management Practices Manual 7 of 7 BE INSTALLED WITHIN 10 m OF THE TEMPORARY CONCRETE WASHOUT FACILITY. Caltrans Storm Water Quality HandbooksSection 8 Concrete Waste Management WM-8 Construction Site Best Management Practices Manual 6 of 7 March 1, 2003 SC -1 SILT FENCE NOT TO SCALE t— Setback varies --- / (See note 4) Fabric 50 X 50 {food stake F (See notes 3 & 5) Toa of slope Slope 150 See detail A r o 4. 150 END DETAIL Fabric section B Stake B (See notes 6. 7 & 12) — Stake A Fabric section A (See notes 6, 7 & 12) JOINING SECTION DETAIL (TOP VIEW) 50 X 50 wood sial Fabric (See note 3) (See note 8) END STAKE DETAIL (TOP VIEW) Concrete Waste Management VM -8 — Fabric Stake Stake • Fabric �— End stake Toe of slope Sandbags (2—layers high) End stake o OPTIONAL MAINTENANCE OPENING DETAIL STRAW t3ALE r— O w 00 STAPLES BINDING WIRE 01 I (2 PER SLE) Q Z 10 mit PLASTIC LINING WOOD OR METAL NATIVE MATERIAL STAKES (2 PER BALE) (OPTIONAL) NOT TO SCALE Im SECTION 6-9' NOT.70 SCALE PLYWOOD Fiber Roll Per SC -05 V ( r' `Ln 1200mmx610mm Stabilize area and 3m MINIMUM ,..i STAKE PAINTED WHITE grade uniformly (IYP.) . _ i',CONCRETE., I BLACK LETTERS around perimeterW r r r s ■ r( � s WASHOUT 0) U 01 O 150 mm HEIGHT LAG SCREWS W _14. �- X u Drain inlet12" (/ W . Wc N .°+_' `•L- U- ;; 0 IV = (12.5 mm) w Z 915 mm %ARemove sediment 8 B' co 0 m before reaching WOOD POST 00 s 1r 0 one-third full. (89 mmx89mm,x214m) u 00 Section A—A 915 mm O -0 0 5 M Ln I CONCRETE WASHOUT rr.0 VARIES SIGN DETAIL . • (OR EQUIVALENT) —+--'50 mm STRAW BALE200 10 mil PLASTIC LINING (TYP.) mm 3.05 mm DIA STEEL WIRE NOT TO SCALE TYPE 'ABOVE GRADE' STAPLE DETAtt WITH STRAW BALES MOTES: 1, ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN (SEE FIG. 4-15) SHALL BE INSTAlM WITHIN '10 m OF THE TEMPORARY CONCRETE WASHOUT FACIUTIY,. CAL7PA SfnG4-14.DWG' W 8-14-42. Caltrans Storm Water Quality Handbooks Section 8 Concrete Waste Management WM-8 Construction Site Best Management Practices Manual 7 of 7 aftww March 1, 2003 (SEE NOTE 11) DETAIL A ke I R kflt ( r— O w 00 > v 01 I SC -10 DI PROTECTION TYPE 2 Q Z NOT TO SCALE Im Fiber Roll Per SC -05 V W r' `Ln Stabilize area and (Secure with gravel or sand bags) U 0°10 grade uniformly . _ D I around perimeterW � (� 0) U 01 O °u C X u Drain inlet12" (/ W . Wc N .°+_' `•L- U- ;; 0 IV = Note: 4' Z N v 0 %ARemove sediment 0 co 0 m before reaching 00 s 1r 0 one-third full. a)W u 00 Section A—A O -0 0 5 M Ln 'ffl rr.0 Concentrated flow is concentrated) xr-------------------- x I I Edge of I r -------------- sediment trap Drain inlet with polypropylene fabric type I I i insert (or engineer Sheet flow i —_ _—� i approved equal) l ice' i I Geotextile X Blanket I 1 i Fiber Roll Per SC -05 L--------------- I 1 I (Secure with gravel xl L----- � - ------J x or sand bags) o 0 1—x x x� Ile Plan oo Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. SC -10 DI PROTECTION MODIFIED TYPE 3 Drain inlet with polypropylene fabric type I insert (or engineer approved equal) Edge of Pavement 19M- ,A Flow FIBER ROLL SECURED WITH SAND OR GRAVEL BAG SAND OR GRAVEL BAG, TYP PERMTT # 13�� E3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE !: rF e2 —% —/ ;7 BY Z/ 7 63 01.12.17 16-561 JCM O��, 0 P, do r— O w 00 > v 01 I Z C 7. 1 9 of 9 0 %c PLAN VIEW I I 3/8" DRILLED EXPANSION ANCHOR PER I I Zu MFR. 2'-0" MIN. SIDE VIEW BETWEEN RACKS ELEVATION VIEW LL - BIKE RACK DETAIL SCALE: 1/2" = P-0" 0'-9" .t DISABLED SIGNAGE SEE DETAIL KK/ - DISABLE[ PARKING SYMBOL SEE GG/ - AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250" REFLECTORIZED SIGN FACE "VAN ACCESSIBLE" SIGN 11/2" STL POLE CONCRETE BASE KK -ADA SIGN SCALE: 1/2" = P-0" NEW SECTION OF ADJACENT SIDEWALK NO SMALLER THAN 70 SO. INCH ACCESSIBILITY SIGN CONCRETE CURB@ SLOPING AREA NEW WALK EXISTING WALK SURFACE WILL REQUIRE 36" SECTION OF TRUNCATED DOMES. SEE HH/ - WHEEL STOP STRIPES AT 36" MAX O.C. PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE LOADING AND UNLOADING ACCESS AISLE BORDER PAINTED BLUE WITHIN THE ACCESSIBLE PARKING STALL PAINT THE WORDS ' NO PARKING IN 121HIGH LETTERS MIN. WHITE LETTERS JJ -ADA STALL DETAIL SCALE: 1/8" = P-0" 6'-6"O.C. POST CAP 2" 0 POST, PAINTED BLACK TOP RAIL BLACK PVC COATED MESH II - CHAIN LINK FENCE DETAIL SCALE: 3/8" = P-0-- In -0" In Co Ctl W O m 2.35" APART .2" HT. TYPICAL PLAN 45" AT TOP ♦ TAPERED EDGES WHERE EXPOSED THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF TYPICAL SECTION A -A THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. HH - RAISED TRUNCATED DOMES SCALE: 6" = P-0" 3'-0" BLUE BACKGROUND INTERNATIONAL ACCESSIBILITY SYMBOL 2" PAINTED WHITE LINES EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTERED AT ENTRANCE TO STALL RECOMMENDED) GG - STALL ACCESSIBILITY DETAIL SCALE: 3/4" =1'-0" 1. GENERAL: A. SITE SHALL COMPLY WITH FEDERAL AMERICANS WITH DISABILITIES ACT OF 2010 AND CHAPTER 11B OF THE CALIFORNIA BUILDING CODE AND PART 2 OF THE TITLE 24 CALIF. CODE OF REGULATIONS. 2. PARKING FACILITIES: PER CBC 1113-208 A. EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC AS CLIENTS, GUESTS OR EMPLOYEES SHALL PROVIDE THE REQUIRED NUMBER OF ACCESSIBLE PARKING STALLS, ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. ONE IN EVERY SIX (6) REQUIRED ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE DESIGNATED AS "VAN ACCESSIBLE". B. PARKING SPACE(S) ARE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO THE ACCESSIBLE ENTRANCE(S). C. ACCESSIBLE PARKING SPACE ACCESS AISLE(S) SHALL CONNECT DIRECTLY TO AN ACCESSIBLE ROUTE. D. WHEN NECESSARY, A PARKING BUMPER OR CURB SHALL BE PROVIDED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WALKWAY WIDTH. E. RAMPS SHALL NOT ENCROACH INTO ACCESSIBLE PARKING SPACE(S) OR ACCESS AISLE(S). F. THE SURFACE OF THE PARKING SPACE(S) AND ACCESS AISLE(S) SHALL NOT EXCEED 1 UNIT IN 50 (2.070) IN ANY DIRECTION. G. A MINIMUM VERTICAL CLEARANCE OF 98" SHALL BE PROVIDED AT ACCESSIBLE PARKING SPACE(S) AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACE(S) FROM SITE ENTRANCE(S) AND EXIT(S). H. PARKING SPACE(S) SHALL BE A MINIMUM OF 18' LONG BY 9' WIDE AND HAVE 5' WIDE ACCESS AISLE(S). IF A SPACE IS DESIGNATED VAN ACCESSIBLE, THE AISLE MUST HAVE A MINIMUM WIDTH OF 8' PER 116-502.2 CBC. I. ACCESSIBLE PARKING SPACE(S) MUST PERMIT USE OF EITHER CAR DOORS. J. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN TO ACCESS AN ACCESSIBLE ROUTE. K. IF PASSENGER DROP-OFF OR LOADING ZONES ARE PROVIDED, AT LEAST ONE (1) SHALL COMPLY WITH THE FOLLOWING PER 1113-503 CBC: 1. 20' MINIMUM LENGTH OF VEHICLE PULL-UP SPACE. 2. MINIMUM 20'X 5' ACCESS AISLE ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. 3. SURFACE OF VEHICLE SPACE(S) AND ACCESS AISLE(S) DOES NOT EXCEED A SLOPE OF 1 UNIT IN 50 (27o) IN ANY DIRECTION. 4. ACCESS AISLE CONNECTS DIRECTLY TO AN ACCESSIBLE ROUTE. 5. MINIMUM 114" VERTICAL CLEARANCE IS PROVIDED AT ACCESSIBLE PASSENGER DROP-OFF AND LOADING ZONES AND ALONG AT LEAST ONE (1) VEHICLE ACCESS ROUTE TO SUCH AREAS FROM SITE ENTRANCE(S) AND EXIT(S). 6. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS DISPLAYED AT ACCESSIBLE PASSENGER LOADING ZONES. REQUIRED ACCESSIBLE PARKING STALLS IN LOT TOTAL PARKING OF ACCESSIBLE SPACES REQUIRED MINIMUM NUMBER 1 TO 25 1 26 TO 50 2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 6 201 TO 300 7 301 TO 400 8 401 TO 500 9 501 TO 1000 2% OF TOTAL 1001 AND OVER 20 PLUS 1 FOR EACH 100 OVER 1000 3. PARKING SIGNAGE: PER CBC 1113-502.6 A. WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF DISABLED PARKING SPACES IS POSTED CONSPICUOUSLY AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES. B. EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE BOTTOM OF THE SIGN(S) SHALL BE 60 INCHES MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE. C. AREA OF SIGN(S) IS NOT SMALLER THAN 70 SQUARE INCHES. D. WHEN POSTED IN A PATH OR TRAVEL, THE BOTTOM OF THE SIGN IS 80" MINIMUM FROM THE PARKING SPACE. E. WHEN WALL MOUNTED, SIGN IS CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 60" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. F. VAN ACCESSIBLE PARKING SPACES HAVE ADDITIONAL SIGN MOUNTED BELOW SYMBOL OR ACCESSIBILITY THAT STATES "VAN ACCESSIBLE". G. THE SURFACE OF EACH ACCESSIBLE PARKING STALL OR SPACE MUST HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: 1. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR WITH A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT; OR 2. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. H. ACCESSIBLE PARKING STALLS SHALL BE PROPERLY LAID OUT WITH 4" WIDE PAINTED STRIPING. 4. SITE ACCESSIBILITY ROUTE OF TRAVEL: PER CBC 116-206 A. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE LIMITS OF THE PROJECT SHALL BE PROVIDED TO AN ACCESSIBLE BUILDING ENTRANCE(S) FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING STALLS, ACCESSIBLE LOADING ZONES, PUBLIC STREETS AND SIDEWALKS. B. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE SPACES THAT ARE ON SITE. C. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. 5. CURB RAMPS AND CURB CUTS: PER CBC 116-406 A. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE EXCEEDS 1 UNIT IN 20 (55o) CURB RAMPS SHALL BE CONSTRUCTED WHEREVER A PEDESTRIAN WAY CROSSES A CURB. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ALL CURBS. B. ALL CURB RAMPS SHALL MAINTAIN A MINIMUM WIDTH OF 48". C. THE SURFACE SLOPE SHALL NOT EXCEED 1 UNIT IN 12 (8.335.1). D. WHEN FLARED SIDES ARE USED THE "SIDE SLOPES" SHALL NOT EXCEED 1 UNIT IN 10 (1070). THESE SURFACES SHALL NOT ENCROACH INTO THE PARKING STALL THE USE OF THESE SIDE FLARES REQUIRES A 48" LEVEL LANDING THE FULL LENGTH OF THE TOP OF THE RAMP. THIS LEVEL LANDING MAY BE OMITTED IF THE "SIDE SLOPES" DO NOT EXCEED A SLOPE OF 1 UNIT IN 12 (8.335.1) (SEE PART 3-A FOR THE DEFINITION OF LEVEL). E. THE FINISHED SURFACE OF RAMP SHALL CONTRAST FROM ADJACENT WALK. IT SHALL BE FIRM, STABLE & SLIP RESISTANT (MEDIUM BROOM FINISH OR EQUIV). F. TRANSITIONS FROM WALKS TO RAMPS SHALL BE FREE OF ABRUPT CHANGES. G. TRUNCATED DOME DETECTABLE WARNING SURFACES SHALL BE PROVIDED ON RAMPS THAT EXHIBIT SLOPES GREATER THAN 55'o, SEE DETAIL II/-. 1. DETECTABLE WARNING SURFACES SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE RAMP. 2. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. 3. MATERIAL USED TO PROVIDE VISUAL CONTRAST IS AN INTEGRAL PART OF THE WALKING SURFACE. 4. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL .9 INCH AT THE BASE TAPERING TO AS INCH AT THE TOP, A HEIGHT OF NOMINAL .2 INCH AND A CENTER TO CENTER SPACING OF NOMINAL 2.35 INCHES. H. THE SLOPE OF THE ROAD, WALK, GUTTER OR ROUTE OF TRAVEL ADJOINING THE CURB RAMP SHALL NOT EXCEED 1 UNIT 20 (570) WITHIN 4' OF THE TOP AND BOTTOM OF THE CURB RAMP. I. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED CARS. 6. WALKS AND SIDEWALKS: PER CBC11B-403 A. PATH OF TRAVEL SHALL BE CONSIDERED A WALK IF ITS SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 1 UNIT IN 20 (55G). THE CROSS SLOPE SHALL BE LEVEL 'LEVEL' SHALL BE A SURFACE NOT EXCEEDING 1 UNIT IN 50 (2%). B. WALK SHALL BEA CONTINUOUS COMMON SURFACE, IT SHALL NOT BE INTERRUPTED BY STEPS OR ABRUPT CHANGES IN LEVEL EXCEPT AS NOTED BELOW. 1. ABRUPT CHANGES ARE PERMITTED IF THEY DO NOT EXCEED 1/4". 2. LEVEL CHANGES BETWEEN 1/4" -1/2" SHALL BE BEVELED AT 1 UNIT IN 2. C. ALL WALKS SHALL MAINTAIN A MINIMUM WIDTH OF 48". D. ACCESSIBLE ROUTES WITH LESS THAN 60" OF WIDTH SHALL HAVE A CLEAR PASSING SPACE OF 60"X60" AT LEAST EVERY 200'. E. WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE A LEVEL AREA OF AT LEAST 5' IN LENGTH EVERY 400'. (SEE ABOVE ITEM 'A' FOR DEFINITION OF LEVEL). F. WHEN GRATINGS ARE UNAVOIDABLE IN THE WALKWAY, THEIR OPENINGS SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW. 7. PEDESTRIAN RAMPS: PER CBC llB-402 & 1113-405 A. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE EXCEEDS 1 UNIT IN 20 (5%). THE PROVISIONS OF THIS SECTION ARE IDENTICAL TO THE REQUIREMENTS FOR INTERIOR RAMPS. THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ALL CURBS. B. THE WIDTH OF RAMPS SERVING AMAIN EXIT WITH AN OCCUPANT LOAD OF OVER 300 SHALL BE A MINIMUM OF 60". ALL OTHER RAMPS SHALL BE A MINIMUM OF 48" WIDE. WHERE AN OCCUPANT LOAD IS 10 OR LESS A 36" WIDTH IS ACCEPTABLE. THE CROSS SLOPE OR RAMPS SHALL BE LEVEL. (SEE PARTS -A FOR THE DEFINITION OF LEVEL) C. INDIVIDUAL RUNS OF RAMPS SHALL COMPLY WITH THE FOLLOWIN RMIT# BUTTE COUNTY DEVELOPMENT SERVICES 1. RAMPS IN EXCESS OF 1 UNIT IN 12 ARE NOT PERMITTED. FOR 2. 1 UNIT IN 12 8.33% 30" RISE MAX LENGTH 30'-0" (;®DE REVIEWED DFORCOMPLIANCE 3. 1 UNIT IN 15 6.67% 30" RISE MAX LENGTH 37'-6" 4. 1 UNIT IN 16 6.2570 30" RISE MAX LENGTH 40"-9' 2 -1- 1 ? BY= 5. 1 UNIT IN 20 5.00% 30" RISE MAX LENGTH 50'-0" 6. RAMPS LESS THAN 1 UNIT IN 20 ARE CONSIDERED WALKWAYS. D. RAMPS REQUIRE A LEVEL LANDING AT THE TOP AND BOTTOM. (SEE PART 3-A FOR DEFINITION OF LEVEL) 1. TOP LANDINGS SHALL BEA MINIMUM OF 60"X60". 2. BOTTOM LANDING(S) SHALL BEA MINIMUM OF 72" LONG IN THE RAMP DIRECTION. 3. BOTTOM LANDINGS ARE AT LEAST AS WIDE AS THE REQUIRED RAMP WIDTH. E. MULTIPLE SECTIONS OF RAMP (SEE ITEM 'C') MAY BE JOINED WITH AN INTERMEDIATE LANDING. 1. INTERMEDIATE LANDINGS AREA MINIMUM OF 60" LONG IN THE RAMP DIRECTION. 2. INTERMEDIATE LANDINGS WHERE THE RAMP CHANGES DIRECTION ARE 60"X72" MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN. 3. INTERMEDIATE LANDINGS WHERE THE RAMP CHANGES DIRECTION BETWEEN RUNS SHALL BE 72"X60". F. RAMPS AND LANDINGS WITH EDGE DROP OFF SHALL BE PROTECTED BY A CURB OR RAIL ON EACH SIDE BOUNDED BY A WALL OR FENCE. 1. WHEN THE EDGE DROP OFF IS LESS THAN 4", CURBS SHALL BE 2" IN HEIGHT, WHEEL GUIDE RAILS SHALL BE 3" PLUS OR MINUS 1". 2. WHEN THE EDGE DROP OFF IS MORE THAN 4", CURBS SHALL BE 6" IN HEIGHT. G. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" IN LENGTH AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. THE WIDTH OF THE LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY DOOR OR GATE FOR EXTERIOR RAMPS AND 18" PAST THE STRIKE SIDE EDGE FOR INTERIOR RAMPS. H. ALL PEDESTRIAN RAMPS REQUIRE HANDRAILS. EXCEPT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP RUNS LESS THAN 6" IN RISE OR 72" IN LENGTH. 1. HANDRAILS ARE REQUIRED TO BE CONTINUOUS ON BOTH SIDES OF THE RAMP. 2. THE HEIGHT OF THE HANDRAIL SHALL BE 34"-38" IN HEIGHT. 3. THE HANDRAIL SHALL EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE BEYOND THE TOP AND BOTTOM OF THE RAMP AND SHALL BE RETURNED. 4. THE WALL OR SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. THIS SURFACE SHALL BE MINIMUM 11/2" AWAY FROM HANDRAIL. 5. THE HANDRAIL SHALL HAVE A GRIPABLE PORTION MEASURING BETWEEN 11/4" AND 11/2". IT SHALL HAVE A SMOOTH SURFACE WITH NO SHARP EDGES OR CORNERS, AND EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS AND HAVE ENOUGH STRUCTURAL STRENGTH TO SUPPORT A 250 POUND POINT LOAD. DD - EXTERIOR ACCESSIBILITY NOTES SCALE: NONE REVIEWED FOR CODE COMPLIANCE JAN 2 7 2017 TRB AND ASSOCIATP-q r o 9 o Cl architecture + engineering `I Olt, RUSSELL, GALLAVI%AY ! ,ASSCCIA,TIPS5-nc. k` a 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 ARB. cy\ n D � C 28705 �y �- 02/2a��^ T OP CALF arch RGA PROJECT # 16-406 PLAN CHECK # DRAWN TV CHECKED MG BID SET 09/16/2016 DDENDUM #2 10/14/2016 VE 10/25/2016 BACK CHECK 01/17/2017 SITE ACCESSIBILITY DETAILS _✓ s sem; �,- ✓3, ,o & ;: .. .. .. - ., ,. .rte w1 31 Oil 2'-21/ 6'-21/2" "ALL HEIGHTS RELATIVE TO FINISHED FLOOR 0 2.. V s i A.F.F. = ABOVE FINISHED FLOOR P = PAINTS ^w s AR = ADAMS RITE OR APPROVED EQUAL PC = POWDER COAT BN = BULL NOSE P -LAM = PLASTIC LAMINATE" EXT INT ml CONC = CONCRETE (INTEGRAL COLOR) WITH PLK= CONCRETE PLANK CEILING s 1 2 3 " 4 CONCRETE SEALER PLY = PLYWOOD, SOLARBAN Z75 <C>rDTT CPT = CARPET PS = PLASTER SYSTEM - (�A DDCT TII CC .�.r.-... .-...-._._._.. DOOR SCHEDULE DOOR INFORMATION FRAME HARDWARE/SIGNAGE DETAILS MARK TYPESIZE MATERIAL/ FINISH MATERIAL THICKNESS LISTING HINGES # OF CONTROLS LOCKS CLOSER THRESHOLD SEALS STOPS REQ. SIGNS HEAD SILL JAMB NOTES WIDTH HEIGHT THICKNESS FINISH HINGES 101 II. 6'- 0" 7- 0 3/4" 11/2" ALUMINUM ALUM. 41/2" ANODIZED o OFFSET PIVOTS 3 II� SCHLAGE ND LCN 4040 PEMKO 158A PEMKO _ TACTILE EXIT HH/A7.2 GG/A7.2 '� REMOVEABLE CENTER (U ALUMINUM k; CLEAR ANODIZED PT3 ACCENT 2 TO BE CHOSEN BY ARCHITECT ALL DOORS REQUIRE A SMOOTH, UNINTERRUPTED SURFACE FOR THE BOTTOM 10" OF THE DOOR. 0.6496 OWNER 0.78 LL/A7.1 WHEN DOOR CLOSERS ARE USED, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LL/A7.1 DURHAM SERIES CTl CERAMIC TILE, DALTILE 4" OR EQUAL POUNDS. 271A 2/Z$'1,� DETECTOR IN ACCORDANCE WITH SECTION 715.1 SMOKE AND DRAFT CONTROL -FIRE DOOR CT2 CERAMIC TILE BASE, DALTILE OR EQUAL "ALL HEIGHTS RELATIVE TO FINISHED FLOOR 0 2.. V s i A.F.F. = ABOVE FINISHED FLOOR P = PAINTS ^w s AR = ADAMS RITE OR APPROVED EQUAL PC = POWDER COAT BN = BULL NOSE P -LAM = PLASTIC LAMINATE" EXT INT ml CONC = CONCRETE (INTEGRAL COLOR) WITH PLK= CONCRETE PLANK CEILING s 1 2 3 " 4 CONCRETE SEALER PLY = PLYWOOD, SOLARBAN Z75 <C>rDTT CPT = CARPET PS = PLASTER SYSTEM - (�A DDCT TII CC .�.r.-... .-...-._._._.. DOOR SCHEDULE DOOR INFORMATION FRAME HARDWARE/SIGNAGE DETAILS MARK TYPESIZE MATERIAL/ FINISH MATERIAL THICKNESS LISTING HINGES # OF CONTROLS LOCKS CLOSER THRESHOLD SEALS STOPS REQ. SIGNS HEAD SILL JAMB NOTES WIDTH HEIGHT THICKNESS FINISH HINGES 101 II. 6'- 0" 7- 0 3/4" 11/2" ALUMINUM ALUM. 41/2" ANODIZED NONE OFFSET PIVOTS 3 II� SCHLAGE ND LCN 4040 PEMKO 158A PEMKO _ TACTILE EXIT HH/A7.2 GG/A7.2 II/A7.2 REMOVEABLE CENTER GENERAL NOTES: CBC SECTION 11B-404 ALUMINUM CENTER CLEAR ANODIZED PT3 ACCENT 2 TO BE CHOSEN BY ARCHITECT ALL DOORS REQUIRE A SMOOTH, UNINTERRUPTED SURFACE FOR THE BOTTOM 10" OF THE DOOR. 0.6496 OWNER 0.78 LL/A7.1 WHEN DOOR CLOSERS ARE USED, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LL/A7.1 DURHAM SERIES CTl CERAMIC TILE, DALTILE 4" OR EQUAL "ALL HEIGHTS RELATIVE TO FINISHED FLOOR 0 2.. V s i A.F.F. = ABOVE FINISHED FLOOR P = PAINTS ^w s AR = ADAMS RITE OR APPROVED EQUAL PC = POWDER COAT BN = BULL NOSE P -LAM = PLASTIC LAMINATE" EXT INT ml CONC = CONCRETE (INTEGRAL COLOR) WITH PLK= CONCRETE PLANK CEILING s 1 2 3 " 4 CONCRETE SEALER PLY = PLYWOOD, SOLARBAN Z75 <C>rDTT CPT = CARPET PS = PLASTER SYSTEM - (�A DDCT TII CC .�.r.-... .-...-._._._.. DOOR SCHEDULE DOOR INFORMATION FRAME HARDWARE/SIGNAGE DETAILS MARK TYPESIZE MATERIAL/ FINISH MATERIAL THICKNESS LISTING HINGES # OF CONTROLS LOCKS CLOSER THRESHOLD SEALS STOPS REQ. SIGNS HEAD SILL JAMB NOTES WIDTH HEIGHT THICKNESS FINISH HINGES 101 II. 6'- 0" 7- 0 3/4" 11/2" ALUMINUM ALUM. 41/2" ANODIZED NONE OFFSET PIVOTS 3 VON DUPRIN XP98F/99F SCHLAGE ND LCN 4040 PEMKO 158A PEMKO _ TACTILE EXIT HH/A7.2 GG/A7.2 II/A7.2 REMOVEABLE CENTER GENERAL NOTES: CBC SECTION 11B-404 ALUMINUM CENTER CLEAR ANODIZED PT3 ACCENT 2 TO BE CHOSEN BY ARCHITECT ALL DOORS REQUIRE A SMOOTH, UNINTERRUPTED SURFACE FOR THE BOTTOM 10" OF THE DOOR. 0.6496 OWNER 0.78 LL/A7.1 WHEN DOOR CLOSERS ARE USED, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LL/A7.1 DURHAM SERIES CTl CERAMIC TILE, DALTILE 4" OR EQUAL POUNDS. 271A 2/Z$'1,� DETECTOR IN ACCORDANCE WITH SECTION 715.1 SMOKE AND DRAFT CONTROL -FIRE DOOR CT2 CERAMIC TILE BASE, DALTILE OR EQUAL OFFICIAL FOR DUE CAUSE. MULLION 102 I. 31-011 71-011 13/4" SOLID CORE/LAMINATE 20 GA STEEL 57/811 PRIME AND PAINT NONE HAGER 1279 3 OFFICE SCHLAGE ND _ _ PEMKO IVES 0.9 II/A7.1 FF/A7.1 II/A7.1 TIMELY FRAME TEMPERED GLASS PTl ACT 10' - 0" - N/A MIDWAY, 102 DOOR SWING: CBC SECTION 1008.1.2 DC BTU/(h_ft2•°F) GYP1 SERIES PT3 GYPI 271A WS401 C EGRESS DOORS SHALL BE SIDE -HINGED SWINGING. DOORS SHALL HAVE SWING IN THE DIRECTION, 41-011 7 KAWNEER TRIFAB 400 103 I. 61-011 71-01' 13/4" SOLID CORE/LAMINATE 20 GA STEEL 57/811 PRIME AND PAINT NONE HAGER 1279 3 OFFICE SCHLAGE ND _ _ PEMKO IVES ASSESSORS PARCEL II/A7.1 FF/A7.1 II/A7.1 PAIR; TIMELY FRAME GYP 9' - 0" - SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 15 -POUND FORCE. FORCES SHALL BE N/A NUMBER 104 MEN'S APPLIED TO THE LATCH SIDE. CT2 040-180-063 CTl <' SERIES CTl PTl 271A WS401 EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION, EGRESS DOORS SHALL BE READILY OPEN GYP2 - PTl f 104 I. 31-011 7' - 0" 13/4" SOLID CORE/LAMINATE 20 GA STEEL 5 7/8" PRIME AND PAINT NONE HAGER 1279 3 OFFICE SCHLAGE ND _ _ PEMKO IVES II/A7.1 FF/A7.1 II/A7.1 TIMELY FRAME 105 ROOM DC RBI GYP1 - PTl GYPI - SERIES GYP1 - 271A WS401 - i PTI ACT 10'- 0" - 105 I. 3' - 0" 71-011 13/4" SOLID CORE/LAMINATE 20 GA STEEL 57/811 PRIME AND PAINT NONE HAGER 1279 3 PASSAGE SCHLAGE ND LCN 4040 - PEMKO IVES PTl II/A7.1 FF/A7.1 II/A7.1 TIMELY FRAME N/A 107 STORAGE SC RBl GYP1 - PTl GYP1 - PTl GYP1 SERIES PTl GYP1 271A WS401 GYP 10' - 0" N/A N/A 106 1. 31-011 71-011 13/4" SOLID CORE/LAMINATE 20 GA STEEL 5 7/8" PRIME AND PAINT NONE HAGER 1279 3 PUSH/PULL - LCN 4040 PEMKO 303A PEMKO IVES RESTROOM II/A7.1 FF/A7.1 II/A7.1 TIMELY FRAME 3/4" 3/4" 271A WS401 109 107 I. 31-011 7-011 13/4" SOLID CORE/LAMINATE 20 GA STEEL 57/811 PRIME AND PAINT NONE HAGER 1279 3 STOREROOM SCHLAGE ND _ pEMKO 303A PEMKO IVES RESTROOM N/A PLYWOOD TO 8'-0" 110 JANITOR II/A7.1 FF/A7.1 II/A7.1 TIMELY FRAME PTl GYP2 - PTl 5/81, - PTl FRP PTl GYP 91-011 - SERIES N/A 271A WS401 108 I. 31-011 71-011 13/4" SOLID CORE/LAMINATE 20 GA STEEL 57/811 PRIME AND PAINT NONE HAGER 12793 PUSH/PULL - LCN 4040 PEMKO 303A PEMKO IVES II/A7.1 FF/A7.1 II/A7.1 TIMELY FRAME 271A WS401 109 I. 31-011 71-011 13/4" SOLID CORE/LAMINATE 20 GA STEEL 57/811 PRIME AND PAINT NONE HAGER 1279 3 OFFICE SCHLAGE ND II/A7.1 - II/A7.1 TIMELY FRAME SERIES 110 I. 61-011 71-011 13/4" SOLID CORE/LAMINATE 20 GA STEEL 5 7/8"SCHLAGE PRIME AND PAINT NONE HAGER 1279 3 OFFICE ND _ _ PEMKO IVES II/A7.1 FF/A7.1 II/A7.1 PAIR; TIMELY FRAME SERIES 271A WS401 112 I. 31-011 71-011 1312 /4" SOLID CORE/LAMINATE 20 GA STEEL 57/811 PRIME AND PAINT NONE HAGER 1279 3 STOREROOM SCHLAGE ND LCN 4040 PEMKO 158A IVES 11/A7.1 FF/A7.1 II/A7.2 TIMELY FRAME SERIES WS401 113 I. 3' - 0" 71-011 13/4" 22 GA PRIME/PAINT 20 GA STEEL 9 7/8" PRIME AND PAINT NONE HAGER BB1199 3 STOREROOM SCHLAGE ND LCN 4040 PEMKO 158A PEMKO IVES TACTILE EXIT DD/A7.1 EE/A7.1 DD/A7.1 TIMELY FRAME: PANIC SERIES 303A WS401 HARDWARE 114 I. 41-011 71-011 13/4" 22 GA PRIME/PAINT 20 GA STEEL 97/811 PRIME AND PAINT NONE HAGER BB1199 3 STOREROOM SCHLAGE ND LCN 4040 PEMKO 158A PEMKO IVES TACTILE EXIT DD/A7.1 EE/A7.1 DD/A7.1 TIMELY FRAME; PANIC SERIES 303A WS401 HARDWARE 115 8'-0" 0'-O" 116 I. 31-01, 7- 0" 13/4" SOLID CORE/LAMINATE 20 GA STEEL 5 7/8" PRIME AND PAINT NONE HAGER BB1199 3 STOREROOM SCHLAGE ND LCN 4040 PEMKO 158A II/A7.1 - II/A7.1 TIMELY FRAME SERIES ¢` THE FOLLOWING EXISTS: 1. PLACES OF DETENTION OR RESTRAINT. t: HARDWARE NOTES; ALL HARDWARE TO BE SCHLAGE ND SERIES, GRADE 1, 626 SATIN CHROME FINISH. LEVERS TO BE RHODES (RHO). MATERIAL LEGEND 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING A OCCUPANCY LOAD OF 300 OR LESS. GROUPS y , B, F, M AND S, AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS DC DYED POLISHED CONCRETE SC SEALEDWAX ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM EGRESS SIDE WINDOW SCHEDULE PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES INFORMATION GLAZING DETAILS NOTES REVIEWED FOR WIDTH JIM BRINSON p MFR. CODE COMPLIANCE OPERATION FINISH/ COLOR THICKNESS COLOR BY ACTIVITY HEAD SILL DATE A 31-011 5' - 0" 10 GENERAL NOTES: CBC SECTION 11B-404 ALUMINUM CENTER CLEAR ANODIZED PT3 ACCENT 2 TO BE CHOSEN BY ARCHITECT ALL DOORS REQUIRE A SMOOTH, UNINTERRUPTED SURFACE FOR THE BOTTOM 10" OF THE DOOR. 0.6496 OWNER 0.78 LL/A7.1 WHEN DOOR CLOSERS ARE USED, MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LL/A7.1 DURHAM CTl CERAMIC TILE, DALTILE 4" OR EQUAL POUNDS. C. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING 2/Z$'1,� DETECTOR IN ACCORDANCE WITH SECTION 715.1 SMOKE AND DRAFT CONTROL -FIRE DOOR CT2 CERAMIC TILE BASE, DALTILE OR EQUAL OFFICIAL FOR DUE CAUSE. PARKS BTU.649 •°F) FRP FIBERGLASS REINFORCED PANEL EXIT SIGNS: CBC SECTION 1011.1 OF SMOKE DOORS SHALL BE IN ACCORDANCE WITH NFPA 105. REVIEWED -CABINETRY TO HAVE EUROSTYLE DOORS PLYWD CDX PLYWOOD, 3/4" EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE 3' - 0" PROJECT ADDRESS 4 PLl PLASTIC LAMINATE, WILSONART 5TH AVENUE ELM FROM ANY DIRECTION OF EGRESS TRAVEL. ACCESS TO EXITS SHALL BE MARKED BY READILY PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH CLEAR ANODIZED 01-111 OPTIBLUE VISIBLE EXIT SIGNS IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT 0.9 9447 FF/A7.2 EE/A7.2 IMMEDIATELY VISIBLE TO THE OCCUPANTS. TEMPERED GLASS PTl ACT 10' - 0" - N/A MIDWAY, 102 DOOR SWING: CBC SECTION 1008.1.2 DC BTU/(h_ft2•°F) GYP1 - PT3 GYPI DURHAM, CA PTI C EGRESS DOORS SHALL BE SIDE -HINGED SWINGING. DOORS SHALL HAVE SWING IN THE DIRECTION, 41-011 7 KAWNEER TRIFAB 400 ALUMINUM OF THE EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS ON A CLEAR ANODIZED 01-111 OPTIBLUE 0.6496 GROUP H OCCUPANCY. THE OPENING FORCE FOR THE INTERIOR SIDE -SWINGING DOORS WITHOUT 0.78 GG/A7.1 GGA7.1 z CLOSERS SHALL NOT EXCEED 5 -POUND FORCE. FOR OTHER SIDE SWINGING, SLIDING AND - PTl GYP2 CTl FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 -POUND FORCE. GYP2 ASSESSORS PARCEL PTl GYP2 THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO 30 -POUND FORCE. THE DOOR SHALL BTU/(h•ft2•°F) GYP 9' - 0" - SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 15 -POUND FORCE. FORCES SHALL BE N/A NUMBER 104 MEN'S APPLIED TO THE LATCH SIDE. CT2 040-180-063 CTl <' DOOR OPERATION: CBC SECTION 1008.1.8 CTl PTl GYP2 - EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION, EGRESS DOORS SHALL BE READILY OPEN GYP2 - PTl f FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. - N/A N/A ACTIVITY LOCKS AND LATCHES: CBC SECTION 1008.1.9.3 LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY ¢` THE FOLLOWING EXISTS: 1. PLACES OF DETENTION OR RESTRAINT. t: HARDWARE NOTES; ALL HARDWARE TO BE SCHLAGE ND SERIES, GRADE 1, 626 SATIN CHROME FINISH. LEVERS TO BE RHODES (RHO). MATERIAL LEGEND 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING A OCCUPANCY LOAD OF 300 OR LESS. GROUPS y , B, F, M AND S, AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS DC DYED POLISHED CONCRETE SC SEALEDWAX ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM EGRESS SIDE WINDOW SCHEDULE WINDOW INFORMATION GLAZING DETAILS NOTES WINDOW MARK WIDTH HEIGHT QTY. MFR. MATERIAL OPERATION FINISH/ COLOR THICKNESS COLOR U -VALUE VLT SHGC HEAD SILL JAMB A 31-011 5' - 0" 10 WAIN FINISH ALUMINUM C28 CLEAR ANODIZED PT3 ACCENT 2 TO BE CHOSEN BY ARCHITECT OPTIBLUE 0.6496 0.9 0.78 LL/A7.1 KK/A7.1 LL/A7.1 �r P 0 CTl CERAMIC TILE, DALTILE 4" OR EQUAL SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC CLOSING BY ACTUATION OF A y: C. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING 2/Z$'1,� DETECTOR IN ACCORDANCE WITH SECTION 715.1 SMOKE AND DRAFT CONTROL -FIRE DOOR CT2 CERAMIC TILE BASE, DALTILE OR EQUAL OFFICIAL FOR DUE CAUSE. OrCAL BTU.649 •°F) FRP FIBERGLASS REINFORCED PANEL -PLASTIC LAMINATE COUNTERS TO HAVE POSTFORMED BULLNOSES OF SMOKE DOORS SHALL BE IN ACCORDANCE WITH NFPA 105. REVIEWED -CABINETRY TO HAVE EUROSTYLE DOORS PLYWD CDX PLYWOOD, 3/4" B 3' - 0" 51-011 4 PLl PLASTIC LAMINATE, WILSONART 5TH AVENUE ELM ALUMINUM PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH CLEAR ANODIZED 01-111 OPTIBLUE 0.6496 0.9 0.78 FF/A7.2 EE/A7.2 FF/A7.2 TEMPERED GLASS PTl ACT 10' - 0" - N/A N/A 102 RECEPTION DC BTU/(h_ft2•°F) GYP1 - PT3 GYPI - PTI C 31-011 41-011 7 KAWNEER TRIFAB 400 ALUMINUM FIXED CLEAR ANODIZED 01-111 OPTIBLUE 0.6496 0.9 0.78 GG/A7.1 GGA7.1 LUA7.1 TEMPERED GLASS - PTl GYP2 CTl PTl GYP2 CTl PTl GYP2 - BTU/(h•ft2•°F) GYP 9' - 0" - N/A N/A / ED CONCRETE AST ROOM INFORMATION PROVIDED: WALLS CEILING RBI JOHNSONITE RUBBER BASE, CHARCOAL, 4" NOTES NO. ARcy COVE GYP1 5/8" GYPSUM BOARD NORTH A. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED. ��D SOUTH WALL GYP2 5/8" MOISTURE RESISTANT GYPSUM BOARD -"PAINT" INDICATES 3 COAT SYSTEMS BY FRAZEE OR APPROVED EQUAL PTl FRAZEE CLW 1002W OTTERTAIL B. READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE Q �D INTERIOR GYP. BD. PAINT: 1ST COAT TO BE COMEX C153 MULTI SOLUTION PRIMER, 2ND COAT TO BE 022 LO-GLO PT2 ACCENT 1 TO BE CHOSEN BY ARCHITECT WAIN FINISH DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE C28 SUBS WAIN FINISH PT3 ACCENT 2 TO BE CHOSEN BY ARCHITECT HEIGHT SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. FACE y ACT ARMSTRONG CIRRUS HIGH NRC OR EQUAL EGGSHELL, 3RD COAT TO BE 022 LO-GLO EGGSHELL. COLOR TO BE BASE WHITE. ACTIVITY �r P 0 CTl CERAMIC TILE, DALTILE 4" OR EQUAL SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC CLOSING BY ACTUATION OF A y: C. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING 2/Z$'1,� DETECTOR IN ACCORDANCE WITH SECTION 715.1 SMOKE AND DRAFT CONTROL -FIRE DOOR CT2 CERAMIC TILE BASE, DALTILE OR EQUAL OFFICIAL FOR DUE CAUSE. OrCAL FRP FIBERGLASS REINFORCED PANEL -PLASTIC LAMINATE COUNTERS TO HAVE POSTFORMED BULLNOSES OF SMOKE DOORS SHALL BE IN ACCORDANCE WITH NFPA 105. REVIEWED -CABINETRY TO HAVE EUROSTYLE DOORS PLYWD CDX PLYWOOD, 3/4" FOR CODE COMPLIANCE 3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE arch F PLl PLASTIC LAMINATE, WILSONART 5TH AVENUE ELM RBl PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH - PT2 PL2 M - PTl GYP1 - IC LAMINATE, WILSONART OR EQUAL 4 BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. RGA PROJECT # 16-406 NOTE: ALL PAINTS AND COATINGS SHALL COMPLY WITH4. DOORS FROM INDIVIDUAL DWELLINGS OR SLEEPING UNITS OF GROUP R OCCUPANCIES HAVING PLAN CHECK # A INTERIOR FINISH SCHEDULE ROOM INFORMATION FLOOR WALLS CEILING CASEWORK NOTES NO. NAME COVE BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL -"PAINT" INDICATES 3 COAT SYSTEMS BY FRAZEE OR APPROVED EQUAL DDENDUM #2 10/14/2016 z; ALL EXIT -ACCESS DOORWAYS AND DOORWAYS FROM UNOCCUPIED AREAS TO A CORRIDOR SHALL R INTERIOR GYP. BD. PAINT: 1ST COAT TO BE COMEX C153 MULTI SOLUTION PRIMER, 2ND COAT TO BE 022 LO-GLO SUBS WAIN FINISH SUBS WAIN FINISH SUBS IWAIN FINISH SUBS WAIN FINISH MATERIAL HEIGHT SOFFIT FACE COUNTER MANUFACTURER AND THE IDENTIFICATION OF THE SERVICE CONDUCTING THE INSPECTION OF EGGSHELL, 3RD COAT TO BE 022 LO-GLO EGGSHELL. COLOR TO BE BASE WHITE. ACTIVITY MATERIALS AND WORKMANSHIP AT THE FACTORY DURING FABRICATION AND ASSEMBLY. DOORS SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC CLOSING BY ACTUATION OF A y: FERROUS METAL (IRON/STEEL) PAINT: 1ST COAT TO BE COMEX C309 ACRYLIC METAL PRIMER, 2ND COAT TO BE 126 1SMOKE DETECTOR IN ACCORDANCE WITH SECTION 715.1 SMOKE AND DRAFT CONTROL -FIRE DOOR MIRRO GLIDE LS, 3RD COAT TO BE 126 MIRRO GLIDE LS ASSEMBLIES SHALL MEET THE REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR SCHEDULES ASSEMBLY TESTED IN ACCORDANCE WITH UL1784. LOUVERS SHALL BE PROHIBITED. INSTALLATION -PLASTIC LAMINATE COUNTERS TO HAVE POSTFORMED BULLNOSES OF SMOKE DOORS SHALL BE IN ACCORDANCE WITH NFPA 105. REVIEWED -CABINETRY TO HAVE EUROSTYLE DOORS FOR CODE COMPLIANCE -SEE INTERIOR ELEVATIONS FOR CABINET DETAILS 101 ROOM DC RBl GYP1 - PT2 GYP1 - PTl GYP1 - PTI GYP1 - PTl ACT 10' - 0" - N/A N/A 102 RECEPTION DC R81 GYP1 - PT3 GYPI - PTI GYP1 - PT3 GYP1 - PTl ACT 101-011 - N/A PL2 103 WOMEN'S CTl CT2 GYP2 - PTl GYP2 CTl PTl GYP2 CTl PTl GYP2 - PTl GYP 9' - 0" - N/A N/A 104 MEN'S CTl CT2 GYP2 CTl PTl GYP2 CTl PTl GYP2 - PTl GYP2 - PTl GYP 91-011 - N/A N/A ACTIVITY 105 ROOM DC RBI GYP1 - PTl GYPI - PTl GYP1 - PT2 GYP1 - i PTI ACT 10'- 0" - PLI PL2 106 CHILDREN'S CTl CT2 GYP2 CTl PTl GYP2 - PTI GYP2 CTl PTI GYP2 CTl PTl GYP 101-011 - N/A N/A 107 STORAGE SC RBl GYP1 - PTl GYP1 - PTl GYP1 - PTl GYP1 - PTI GYP 10' - 0" N/A N/A 108 CORRIDOR SC RBl GYP1 - PTl GYPI - PTI GYP1 - PTl GYP1 - PTI ACT 101-0.1 - N/A N/A 3/4" 3/4" 109 GYMNASIUM SC RBl PLYWD. - PTl PLYWD - PTl PLYWD - PTl PLYWD - PTI - 10'- 0" - N/A N/A PLYWOOD TO 8'-0" 110 JANITOR SC RBl GYP2 FRP PTl GYP2 - PTl 5/81, - PTl FRP PTl GYP 91-011 - N/A N/A GYP VOC LIMITS PER SCAOMD RULE 1168. AA- AN OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO BE EQUIPPED WITH A NIGHT LATCH, 9 K Ah�ww�w,,�,w-sb�..�/AOL 0 1 DRAWN TV DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE ADHESIVES AND SEALANTS SHALL COMPLY WITH r'. WITHOUT THE USE OF A KEY OR TOOL CHECKED MG FINISH NOTES VOC LIMITS PER SCAQMD RULE 1168. ... .... ,., .. ... .�. rte`": .. -. i. DOOR ASSEMBLIES INC ORRIDORS AND SMOKE BARRIERS: CBC SECTION 715.4.3 BID SET 09/16/2016 -ALL 5/8" GYP BD. WALLS SHALL HAVE LEVEL 4 FINISH WITH BLOW -ON, KNOCK DOWN ORANGE PEEL FINISH, TYP. -"PAINT" INDICATES 3 COAT SYSTEMS BY FRAZEE OR APPROVED EQUAL DDENDUM #2 10/14/2016 z; ALL EXIT -ACCESS DOORWAYS AND DOORWAYS FROM UNOCCUPIED AREAS TO A CORRIDOR SHALL BE PROTECTED BY TIGHT FITTING SMOKE- AND DRAFT -CONTROL ASSEMBLIES HAVING A FIRE- VE 10/25/2016 INTERIOR GYP. BD. PAINT: 1ST COAT TO BE COMEX C153 MULTI SOLUTION PRIMER, 2ND COAT TO BE 022 LO-GLO PROTECTION RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED IN ACCORDANCE WITH UBS EGGSHELL, 3RD COAT TO BE 022 LO-GLO EGGSHELL BACK CHECK 01/17/2017 STANDARD 7-2, PART II. THE DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED BY THE LETTER "S", THE NAME OF THE , INTERIOR GYP BD. CEILING PAINT: 1ST COAT TO BE COMEX C15 MULTI SOLUTION PRIMER, 2ND COAT TO BE 022 LO-GLO MANUFACTURER AND THE IDENTIFICATION OF THE SERVICE CONDUCTING THE INSPECTION OF EGGSHELL, 3RD COAT TO BE 022 LO-GLO EGGSHELL. COLOR TO BE BASE WHITE. MATERIALS AND WORKMANSHIP AT THE FACTORY DURING FABRICATION AND ASSEMBLY. DOORS SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC CLOSING BY ACTUATION OF A y: FERROUS METAL (IRON/STEEL) PAINT: 1ST COAT TO BE COMEX C309 ACRYLIC METAL PRIMER, 2ND COAT TO BE 126 1SMOKE DETECTOR IN ACCORDANCE WITH SECTION 715.1 SMOKE AND DRAFT CONTROL -FIRE DOOR MIRRO GLIDE LS, 3RD COAT TO BE 126 MIRRO GLIDE LS ASSEMBLIES SHALL MEET THE REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR SCHEDULES ASSEMBLY TESTED IN ACCORDANCE WITH UL1784. LOUVERS SHALL BE PROHIBITED. INSTALLATION -PLASTIC LAMINATE COUNTERS TO HAVE POSTFORMED BULLNOSES OF SMOKE DOORS SHALL BE IN ACCORDANCE WITH NFPA 105. REVIEWED -CABINETRY TO HAVE EUROSTYLE DOORS FOR CODE COMPLIANCE -SEE INTERIOR ELEVATIONS FOR CABINET DETAILS JAN 2 7 2097 "RESTROOM PARTITIONS TO BE PROVIDED BY BRADLEY, 700 SERIES, WILSONART XANADU 7945K-18 OR APPROVED EQUAL AA- DOOR NOTES 9 K Ah�ww�w,,�,w-sb�..�/AOL 0 1 r'. SCALE NONE ... .... ,., .. ... .�. rte`": .. -. i. C, LLI A3.1 NOTE: MINIMUM HEIGHT OF ALL ELECTRICAL RECEPTACLE OUTLETS AND SWITCHES IS TO BE 15 INCHES TO THE BOTTOM OF OUTLETS AND MAX HEIGHT 48 INCHES TO TOP OF OUTLETS AND SWITCHES. 11 0 :A3.1 11 aAT EACH LOCATION AS INDICATED ON THE PLAN WITH THIS SYMBOL IS A PORTABLE FIRE EXTINGUISHER. PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED IN A CONSPICUOUS LOCATION WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. THESE LOCATIONS SHALL BE ALONG NORMAL PATHS OF TRAVEL FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 LBS SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 5'-0" ABOVE THE FLOOR. HAND-HELD FIRE EXTINGUISHERS EXCEEDING 40 LBS SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 3'-6" ABOVE THE FLOOR. CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND-HELD EXTINGUISHERS SHALL NOT BE LESS THAN 4 INCHES. REFER TO CFC 906 FOR ADDITIONAL REQUIREMENTS. CLASS -A, TYPE 2-AlOBC STREAM LOADED FIRE EXTINGUISHER. LOCATE SUCH THAT THE TRAVEL DISTANCE TO THE APPARATUS DOES NOT EXCEED 75 FEET MIN. ONE fsaVO.UISHER EA. 3,000 SO. FT. ALL DOORS SHALL BE LOCATED 6" AWAY FROM NEAREST PERPENDICULAR WALL THIS ALLOWS FOR TYPICAL CASING INSTALLATION TO A KING STUD AND TRIMMER FRAMING CONDITION TYP. U.O.N. ON THIS DRAWING "LEVEL" INDICATES A SLOPE NOT TO EXCEED 2% AS DEFINED BY THE C.B.C. TO ALLOW FOR DRAINAGE. 2% EQUATES TO 1/4" FALL IN 12" RUN. PROVIDE CROSS -HATCHED STRIPING WITH "KEEP CLEAR" VERBIAGE ON THE FLOOR DESIGNATING THE REQUIRED WORKING SPACE IN FRONT OF ELECTRICAL EQUIPMENT IN COMPLIANCE WITH CEC 110.26. SEE ELEC. DWGS. 1 EXTERIOR WALL Ccs OFFICE- METAL SIDING OVER 8" METAL GIRT W/ R-19 KRAFT FACE BATT INSULATION. FINISH INTERIOR SIDE WITH 5/8" GYP. BD. OVER 20GA 21/2" METAL FURRING STUDS 016"O.C. 2 EXTERIOR WALL Ccs GYMNASIUM- METAL SIDING OVER 8" METAL GIRT W/ R-19 KRAFT FACE BATT INSULATION. FINISH INTERIOR SIDE WITH 3/4" PLYWOOD TO 12'-0" A.F.F. ATTACH PLYWOOD TO STRUCTURAL GIRTS. 3 INTERIOR WALL -GYMNASIUM SIDE: 3/4" PLYWOOD OVER 8" METAL GIRTS. OPPOSITE SIDE: 5/8" GYP BOARD OVER 2 1/2" METAL FURRING STUDS. 4 INTERIOR WALL - 3 5/8" METAL STUDS 016" O.C. FINISH BOTH SIDES WITH 5/8" GYP BD. EXTEND WALL 6" MIN. ABOVE CEILING LEVEL 5 EXTERIOR WALL - METAL SIDING OVER 8" METAL GIRTS W/R-19 KRAFT FACED BATT INSULATION. FINISH INTERIOR SIDE W/ 5/8" GYP BD. AND TILE OVER 20 GA 21/2" METAL FURRING STUDS 016" O.C. 6 INTERIOR WALL - 8" METAL STUDS 016" O.C. FINISH BOTH SIDES WITH 5/8" MOISTURE RESISTANT GYP BOARD AND TILE. 7 INTERIOR WALL - 3 5/8" METAL STUDS 016" O.C. FINISH RESTROOM SIDE WITH 5/8" MOISTURE RESISTANT GYP BOARD. FINISH OPPOSITE SIDE WITH 5/8" GYP BOARD INTERIOR WALL - 3 5/8" METAL STUDS 0 16" O.C. FINISH O RESTROOM SIDE WITH 5/8" MOISTURE RESISTANT GYP BOARD. FINISH OPPOSITE SIDE WITH 5/8" MOISTURE RESISTANT GYP BOARD AND FRP 101 INDICATES DOOR - SEE DOOR SCHEDULE OINDICATES WINDOW - SEE WINDOW SCHEDULE P1 INDICATES PLUMBING FIXTURE- SEE PLUMBING PLANS ® RUSKIN LOUVER BB -FLOOR PLAN NOTES SCALE: NONE PERMIT # 6 1 6- 20 i l BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE `,ATE 02 V/^/? BY%247 REVIEWED FOR CODE COMPLIANCE JAN 2 7 2017 N TRB AND ASSOCIATES re oCo architecture + engineering www.rgachico.com I PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 �ED ARcy\ Q� 1 n c 02/286 �\P \T � OF CAO/ arch RGA PROJECT# I PLAN CHECK # GYMNASIUM lO9ALL 20 SF 01:50 = 92 OCC. ([4 DRAWN TV CHECKED ENT BY OWNE - BID SET I 09/16/2016 MOUNTE BY META &TED TO BE 500# M ADDITIONAL 2 D. I I BACK CHECK I I I I I I LLI A3.1 NOTE: MINIMUM HEIGHT OF ALL ELECTRICAL RECEPTACLE OUTLETS AND SWITCHES IS TO BE 15 INCHES TO THE BOTTOM OF OUTLETS AND MAX HEIGHT 48 INCHES TO TOP OF OUTLETS AND SWITCHES. 11 0 :A3.1 11 aAT EACH LOCATION AS INDICATED ON THE PLAN WITH THIS SYMBOL IS A PORTABLE FIRE EXTINGUISHER. PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED IN A CONSPICUOUS LOCATION WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. THESE LOCATIONS SHALL BE ALONG NORMAL PATHS OF TRAVEL FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 LBS SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 5'-0" ABOVE THE FLOOR. HAND-HELD FIRE EXTINGUISHERS EXCEEDING 40 LBS SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 3'-6" ABOVE THE FLOOR. CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND-HELD EXTINGUISHERS SHALL NOT BE LESS THAN 4 INCHES. REFER TO CFC 906 FOR ADDITIONAL REQUIREMENTS. CLASS -A, TYPE 2-AlOBC STREAM LOADED FIRE EXTINGUISHER. LOCATE SUCH THAT THE TRAVEL DISTANCE TO THE APPARATUS DOES NOT EXCEED 75 FEET MIN. ONE fsaVO.UISHER EA. 3,000 SO. FT. ALL DOORS SHALL BE LOCATED 6" AWAY FROM NEAREST PERPENDICULAR WALL THIS ALLOWS FOR TYPICAL CASING INSTALLATION TO A KING STUD AND TRIMMER FRAMING CONDITION TYP. U.O.N. ON THIS DRAWING "LEVEL" INDICATES A SLOPE NOT TO EXCEED 2% AS DEFINED BY THE C.B.C. TO ALLOW FOR DRAINAGE. 2% EQUATES TO 1/4" FALL IN 12" RUN. PROVIDE CROSS -HATCHED STRIPING WITH "KEEP CLEAR" VERBIAGE ON THE FLOOR DESIGNATING THE REQUIRED WORKING SPACE IN FRONT OF ELECTRICAL EQUIPMENT IN COMPLIANCE WITH CEC 110.26. SEE ELEC. DWGS. 1 EXTERIOR WALL Ccs OFFICE- METAL SIDING OVER 8" METAL GIRT W/ R-19 KRAFT FACE BATT INSULATION. FINISH INTERIOR SIDE WITH 5/8" GYP. BD. OVER 20GA 21/2" METAL FURRING STUDS 016"O.C. 2 EXTERIOR WALL Ccs GYMNASIUM- METAL SIDING OVER 8" METAL GIRT W/ R-19 KRAFT FACE BATT INSULATION. FINISH INTERIOR SIDE WITH 3/4" PLYWOOD TO 12'-0" A.F.F. ATTACH PLYWOOD TO STRUCTURAL GIRTS. 3 INTERIOR WALL -GYMNASIUM SIDE: 3/4" PLYWOOD OVER 8" METAL GIRTS. OPPOSITE SIDE: 5/8" GYP BOARD OVER 2 1/2" METAL FURRING STUDS. 4 INTERIOR WALL - 3 5/8" METAL STUDS 016" O.C. FINISH BOTH SIDES WITH 5/8" GYP BD. EXTEND WALL 6" MIN. ABOVE CEILING LEVEL 5 EXTERIOR WALL - METAL SIDING OVER 8" METAL GIRTS W/R-19 KRAFT FACED BATT INSULATION. FINISH INTERIOR SIDE W/ 5/8" GYP BD. AND TILE OVER 20 GA 21/2" METAL FURRING STUDS 016" O.C. 6 INTERIOR WALL - 8" METAL STUDS 016" O.C. FINISH BOTH SIDES WITH 5/8" MOISTURE RESISTANT GYP BOARD AND TILE. 7 INTERIOR WALL - 3 5/8" METAL STUDS 016" O.C. FINISH RESTROOM SIDE WITH 5/8" MOISTURE RESISTANT GYP BOARD. FINISH OPPOSITE SIDE WITH 5/8" GYP BOARD INTERIOR WALL - 3 5/8" METAL STUDS 0 16" O.C. FINISH O RESTROOM SIDE WITH 5/8" MOISTURE RESISTANT GYP BOARD. FINISH OPPOSITE SIDE WITH 5/8" MOISTURE RESISTANT GYP BOARD AND FRP 101 INDICATES DOOR - SEE DOOR SCHEDULE OINDICATES WINDOW - SEE WINDOW SCHEDULE P1 INDICATES PLUMBING FIXTURE- SEE PLUMBING PLANS ® RUSKIN LOUVER BB -FLOOR PLAN NOTES SCALE: NONE PERMIT # 6 1 6- 20 i l BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE `,ATE 02 V/^/? BY%247 REVIEWED FOR CODE COMPLIANCE JAN 2 7 2017 N TRB AND ASSOCIATES re oCo architecture + engineering www.rgachico.com I PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 �ED ARcy\ Q� 1 n c 02/286 �\P \T � OF CAO/ arch RGA PROJECT# 16-406 PLAN CHECK # DRAWN TV CHECKED MG BID SET I 09/16/2016 DDENDUM #2 10/14/2016 VE 10/25/2016 BACK CHECK 01/17/2017 FLOOR PLAN A2.1 OO 3 4 5 6 7 8 24 GA MTL SOFFIT PANELS. COLOR TO MATCH ADJACENT SIDING I I INK I ,3• 1 -01-011 101-01 WOMEN'S: <..:�: _ -•, _ :• ,:_ MEN S•' 44 - _ • - - •-,: :• :104:' � - _ - ACTIVITY ROOM �. ?' I 10 •O RECEPTION - - - - - = JANITOR:. ACTIVITY ROOM 102 �} '' - °-,- 110�`� � • • - - 105 _ CORRIDOR 108 101-cl – a&– – c I I I O O O O O I I I STL. PURLIN, TYP. MAIN STRUCTURAL FRAME, TYP. I I O O O O O i I I I I I 01 GYMNASIUM 109 6 I O - E) 0 NOTES: • FOR LIGHTING SEE ELECTRICAL PLAN • ALL NOTED ELEVATIONS ARE FROM FINISHED FLOOR • SEE SHEET A6.3 FOR TYPICAL CEILING DETAILS • SEE FINISH SCHEDULE FOR TYP. GYP. GB. CEILING COLOR 2'X4' SUSPENDED ACOUSTICAL PANEL GYP. BOARD CEILING OVER METAL STUD FRAMING. JOIST I SIZE 3 5/8" TYP. 0 RECESSED CAN LIGHT, SEE ELECTRICAL FOR SPECIFICATIONS 2X4 LIGHT FIXTURE, SEE ELECTRICAL FOR SPECIFICATIONS SURFACE MOUNTED 1X4 LIGHT FIXTURE, SEE ELECTRICAL FOR SPECIFICATIONS O PENDANT MOUNTED HIGH BAY LIGHT FIXTURE, SEE ELECTRICAL FOR SPECIFICATIONS 24" x 24" RETURN REGISTER. SEE M2.1 24" x 24" SQUARE SUPPLY DIFFUSER. SEE M2.1 12" x 12" SQUARE SUPPLY DIFFUSER. SEE M2.1 BB - RCP NOTES SCALE: NONE .. .... sem_,.... .. DD - REFLECTED CEILING PLAN SCALE: 3/16" = 1'-0" 77 '77,77 A z©-) I Fla t=1ERM!T # FOR [3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED r0 9 0 a architecture + engineering RUSSELL IN N11-1 GALLAWAY y � - ASSOC A\TES�ein°x c. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 Apo B. q �� 8 02/2$��^ T arch REVIEWED FOR CODE COMPLIANCE JAN 21 2617 TRB AND ASSOCIATES REFLECTED CEILING PLAN x.2.2 DD - ROOF PLAN SCALE: 3/16" =1'-0" NOTES: ALL ROOF DRAINS TO BE SURFACE DISCHARGE 0 GRADE - DRAIN TO SURROUNDING GRADE AND WATER FEATURE WHERE APPLICABLE ALL ROOF AREAS SHALL MAINTAIN A POSITIVE SLOPE TO ROOF DRAINS. THIS SHALL BE ACCOMPLISHED BY SLOPED STRUCTURE. THE INSTALLING CONTRACTOR SHALL NOTIFY THE ARCHITECT OF POTENTIAL CONFLICT OR UNDOCUMENTED CONDITIONS WHICH MAY OBSTRUCT SUCH SLOPE. 24 GA. STANDING SEAM METAL ROOF PANELS OVER STEEL PURLINS. FILL GAPS BETWEEN PURLINS WITH VINYL FACED BATT INSULATION. R-30 MIN. DS = 4"22 GA ALUMINUM DOWNSPOUT ROOF DRAINAGE CALCULATION ROOF AREA'A' = 2,740SF ROOF AREA'B' = 2,515SF ROOF AREA'C' = 2,515SF PER CPC 1101.11 & CPC 1106.3 RAINFALL INTENSITY =1.5" PER HOUR (REDDING) 7" GUTTER @ 1/16' PER FOOT SLOPE DRAINS 3,680SF 0 1.5"/HOUR (2,760"1.33) 6" GUTTER @0 1/16" PER FOOT SLOPE DRAINS 2,560SF 01.5"/HOUR (2560.1.33) 4" DOWNSPOUT 22 GAUGE La 1.5" PER HOUR SERVES 12,200SF 7"GUTTER AREA'A'=OK 6" GUTTER AREA'S'=OK 6"GUTTER AREA'C' = OK 1 DOWNSPOUTAREA'A'=OK 1 DOWNSPOUT AREA'B' = OK 1 DOWNSPOUT AREA'C' = OK 2 DOWNSPOUTS PROVIDED* F 2 DOWNSPOUTS PROVIDED 0 A 2 DOWNSPOUTS PROVIDED LED D BB - ROOF PLAN NOTES SCALE: NONE PERMIT 4I 1316' ZO7 t Rt,iTT= COUNTY t')EVE<.OPMENT SERVICE REVIEWED FOR CODE COMPUANCE .,-/-/7 13Y_�____---- - oATE__.��®-T REVIEtVED FOR CODE COMPLIANCE JAN 2 7 1017 r 0 9 o architecture + engineering 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 ARcy c' B. n 8705 -� 02/2a��^ F OF CALF arch " RGA PROJECT # 16-406 PLAN CHECK # DRAWN TV u. CHECKED MG BID SET 09/16/2016 4.�r DDENDUM #2 10/14/2016 VE 10/25/2016 BACK CHECK 01/17/2017 ROOF PLAN ,42.3 4VE - 0„ LL - WEST ELEVATION SCALE: 1/8" = 1'-0" KK - EAST ELEVATION SCALE: 1/8" = V-0" 1•' \ -oil . � GYM EAVE 24'-0" OFFICE EAVE 12'-0" FINISH FLOOR � 0'0" -V G E -0' - 6" 1� 1�p I ) 1�p (p JJ - NORTH ELEVATION SCALE: 1/8" =1'-0" 'YM EAVE 24'-0" =ICE EAVE i2'- 0"� FLOOR OIL 1 1 '•' 1 1 DOOR — SEE FLOOR PLAN AND SCHEDULE 2 24 GA HORIZONTAL METAL SIDING — COLOR TO BE SURREY BEIGE 3 24 GA VERTIAL METAL SIDING — COLOR TO BE WARM WHITE 4 ALUMINUM STOREFRONT WINDOW — SEE WINDOW SCHEDULE 5 4" SQUARE DOWNSPOUT — COLOR TO MATCH ADJACENT SIDING 6 METAL GUTTER — COLOR TO MATCH ADJACENT ROOF 7 PREFINISHED LOUVER TO MATCH ADJACENT SIDING 8 METAL FASCIA TRIM — BREAK FROM COLORED STOCK TO MATCH ROOF 9 24GA STANDING SEAM ROOFING — TO BE REGAL WHITE EE - EXTERIOR ELEVATION KEYNOTES SCALE: NO SCALE MIT # , -Trr rni mirtv nFVELCPMENT SERVICES AA - SOUTH ELEVATION SCALE: 1/8" =1'-0" r09 oa architecture + engineering www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 �Eo ARcy\ �'A <74 n � 05 -� Q' \T � OF CALF/ arch RGA PROJECT# 16-406 PLAN CHECK # DRAWN TV CHECKED MG BID SET 09/16/2016 DDENDUM #2 10/14/2016 VE 10/25/2016 BACK CHECK 01/17/2017 EXTERIOR ELEVATIONS .Q3.1 A B C D E F �DDD A4.2 STANDING SEAM METAL ROOFING STRUCTURAL COLUMN 1'-0" BEYOND 2" � I CC X7:2 ALUMINUM STOREFRONT WINDOW I I I G� I I STRUCTURAL FRAME SIM. BEYOND I I I STANDING SEAM METAL OOFING J _ GYM EAVE 24' - o" ALUMINUM WINDOW STRUCTURAL FRAME BEYOND I y � LOUVER PER MECHANICAL I EQUIPMENT BY OWNER OFFICE EAVE 12, - " — — — ---I— -I — — —1— — — — — — — — — — — — — — — — — — — — —OFFICE EAVE1 11 FINISH F o' -o° 12 -0 ALUMINUM STOREFRONT WINDOW HORIZONTAL SIDING PLYWOOD FINISH VERTICAL PANEL I I ACTIVITY ROOM • GYMNASIUM A4.3 I 105 I I 109 656 SF 4620 SF HORIZONTAL SIDING 1:15 = 47 OCC. 1:50 = 92 OCC. I a FINISH FLOOR —�— _ I — — - -I I I II I I i I I I I I I -I - IIIII- I -I I -I I- I I -I I -I I- 1-1 I-11 _ I_ -I --- ---- ____- _______ 1_1__--_I_II_-_1 = 1=1 I =1 111 =1 IF I =1 I =1 I 1=11=1 I =1 1= 1=1 I =LI = 11= I =1 I = 1=1 I =1 1= 1=1 I 1=1 11= I 1=1 I =1 I I- 1=1 I =1 = I I- I I-1 =1 = _ - _ - _LlF- -Ll_ _ _ _ _ _ _ _ I I II I I I I I I_ -I I__I I I- I I -I I I_I I I_I I I -I I I I I -i I I-1 I_ I I1 - . ;a r � i a rte; r �,„,.,^. �-�:��• .�'>a s. ss FF — SECTION THRU ACTIVITY ROOM AND GYM SCALE: 1/4" =1'-0" R =7777777,773 =77777,77711 .:KA s A B C D E F STANDING SEAM METAL ROOFING 2.1 RUSSELL, t GALL O AY,., - 115 Y115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM,CA C ASSESSORS PARCEL NUMBER 040-180-063 1 24'- 0" \� PERMIT# r,�iv" 207 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR STRUCTURAL FRAME I I CODE COMPLIANCE STANDING SEAM "ETAL ROOFING BEYOND I I ( DATE –1 BY _ I I DD A4.3 I EQUIPMENT BY OWNER STRUCTURAL FRAME 5�D ARcy B. G,9 Q ` � 870 \OF CALF/ 2x4 LIGHT FIXTURE, SEE I I BEYOND OFFICE EAVE _ _ _ ' RGA PROJECT # 12' - O° � ELECTRICAL FOR DETAILS ( I �, I I f PLAN CHECK # w I I DRAWN ALUMINUM STOREFRONT N i I FLAT VERTICAL PANEL CHECKED METAL SOFFIT— — — — _ — BID SET I I I REVIEVIEI� REC II�PT FOR CODE COMPLIANCE A.DDENDUM #2 PLYWOOD FINISHVE I I JAJAN2 7 2097 v f' BACK CHECK HORIZONTAL SIDING TRB AND ASSOCIATES I If 1102 4 1S ' 1:100 - 4 OCC. it I I arch 16-406 TV MG 09/16/2016 10/14/2016 10/25/2016 01/17/2017 BUILDING SECTIONS 1 2 3 4 5 6 I I METAL STUD BRACING STANDING SEAM METAL ROOFING I I Ts I I I I ---1--J---• 1 IN will IN Ill IN 8 111 IN will a IN a ---- ----- - - --- ------- --- DD OUSTICAL A2.2 CEILING i I KK I KK �OFFICE EAVE I ( ss.1 _ —I S5"1 I I OFFICE EAVE 2' _ 0' I I I I I i VERTICAL PANEL FLAT VERTICAL PANEL u I I I GG I I I I I A4 3 HORIZONTAL SIDING ACTIVITY ROOM RECEPTION WOMEN'S 1 101 102 103 683 SF 421 SF 200 SF 1:15 = 47 OCC. I 1:100 = 4 OCC. iz I I ACTIVITY ROOM I I 105 656 SF i I I HORIZONTAL SIDING 1:15 = 47 OCC. i rh LAFINISH FLOOR — — I I- I I Fr I — — — � � . , °. , a , FINISH FLOOR._ � 0 -0 — — —77T _ = _ if I I i t —I �..'——_I — II- - — _ _ 1 1 1=1 I 1 1 =1 1= 11= =1 1 11= I = 1 I 1=1 =1 1= I I -- 1=1 - _I I I I I I I II I I II I— I I 1 I I 1 I _If�Nl —I I I 1 1 I I I I I I _I — =1=1 I I I I = 1= I I=11=1 - I I=11 I I I I - -11-1 1= I =1 I I I1 I I1 ILLI_ _ _ . _ 111 �—�1a 1-1 11— 1— I 1 11— 11— 1 2 5'-8" 4'-2" 3140" STANDING SEAM I ROOFING i ALUMINUM STOREFRONT G2GYM EAVE _ WINDOW — 4' - 0" OFFICE EAVE VERTICAL PANEL — 12'-0" — — — HORIZONTAL SIDING rh FINISH FLOOR lqu o, -o„ — - -11-1 FF - SECTION THROUGH FRONT OFFICE SCALE: 1/4" =1'-0" 3 4 5 6 7 8 STANDING SEAM METAL ROOFING 5' — 8" I I I I I I AA 41— 2" A4.3 8'-6" 3'-0" 2'-9" 6'-9" 3'-0" 9' 0" 3'-0" 0'— 811 91_ " 3'-0" 9'-6" 3'-0" 8'-6" 31.0's I I i I I I GYM EAVE — — — 24'-0° STEEL FRAME BEYOND i I i Zoll 7FRMIT # I I I I I !3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR WINDOW PER I I ,ODE COMPLIANCE SCHEDULE 7700, 00 W � N I 00 cu —OFFICE EAVE Oil DOOR PER SCHEDULE I I I I DOOR PER SCHEDULE VERTICAL PANEL I I HORIZONTAL SIDING REVIEWEr) FOR CODE COMPLIANCE JAN 2 7 2017 R= LA N I TR3 AND ASSOCIATE S d O T OND 3'-o°TI _ FINISH -011 -1T1- 11-111--11 I-1 I I-I- WINDOW I—F R SCHEDULE �� DD - SECTION AT GYMNASIUM SCALE: 1/4" = P-0" r0 9 0 c rchitecture + engineering .rgachico.com ,.161111i 1: [at1 JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 -��qAPB. cy- �`� n J Q D —I 8705 -� * ,p s'y 02/28�� T F OF arch Lin - RGA"<. PROJECT # 16-406 PLAN CHECK # N`4 DRAWN TV 9; CHECKED MG DD SET 09/16/2016 BUILDING SECTIONS ANITOR 110 36 SF 1: 00=1 OCC. ACTIVITY ROOM I I 105 656 SF i I I HORIZONTAL SIDING 1:15 = 47 OCC. i rh LAFINISH FLOOR — — I I- I I Fr I — — — � � . , °. , a , FINISH FLOOR._ � 0 -0 — — —77T _ = _ if I I i t —I �..'——_I — II- - — _ _ 1 1 1=1 I 1 1 =1 1= 11= =1 1 11= I = 1 I 1=1 =1 1= I I -- 1=1 - _I I I I I I I II I I II I— I I 1 I I 1 I _If�Nl —I I I 1 1 I I I I I I _I — =1=1 I I I I = 1= I I=11=1 - I I=11 I I I I - -11-1 1= I =1 I I I1 I I1 ILLI_ _ _ . _ 111 �—�1a 1-1 11— 1— I 1 11— 11— 1 2 5'-8" 4'-2" 3140" STANDING SEAM I ROOFING i ALUMINUM STOREFRONT G2GYM EAVE _ WINDOW — 4' - 0" OFFICE EAVE VERTICAL PANEL — 12'-0" — — — HORIZONTAL SIDING rh FINISH FLOOR lqu o, -o„ — - -11-1 FF - SECTION THROUGH FRONT OFFICE SCALE: 1/4" =1'-0" 3 4 5 6 7 8 STANDING SEAM METAL ROOFING 5' — 8" I I I I I I AA 41— 2" A4.3 8'-6" 3'-0" 2'-9" 6'-9" 3'-0" 9' 0" 3'-0" 0'— 811 91_ " 3'-0" 9'-6" 3'-0" 8'-6" 31.0's I I i I I I GYM EAVE — — — 24'-0° STEEL FRAME BEYOND i I i Zoll 7FRMIT # I I I I I !3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR WINDOW PER I I ,ODE COMPLIANCE SCHEDULE 7700, 00 W � N I 00 cu —OFFICE EAVE Oil DOOR PER SCHEDULE I I I I DOOR PER SCHEDULE VERTICAL PANEL I I HORIZONTAL SIDING REVIEWEr) FOR CODE COMPLIANCE JAN 2 7 2017 R= LA N I TR3 AND ASSOCIATE S d O T OND 3'-o°TI _ FINISH -011 -1T1- 11-111--11 I-1 I I-I- WINDOW I—F R SCHEDULE �� DD - SECTION AT GYMNASIUM SCALE: 1/4" = P-0" r0 9 0 c rchitecture + engineering .rgachico.com ,.161111i 1: [at1 JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 -��qAPB. cy- �`� n J Q D —I 8705 -� * ,p s'y 02/28�� T F OF arch Lin - RGA"<. PROJECT # 16-406 PLAN CHECK # N`4 DRAWN TV 9; CHECKED MG DD SET 09/16/2016 BUILDING SECTIONS INSULATION SCHEDULE I INSULATION EXTERIOR WALLS R-19 INTERIOR WALLS R-11 DEMISING WALLS R-19 AT ROOF R-38 SUSPENDED CEILING R-30 �, DDENDUM #2 10/14/2016 LL INSULATION SCHEDULE SCALE: 1/4" =1'-0" A r OFFICE EAVE 12'- W'- — 3h FINISH FLOOR v pf -off CEF-I I I l I iii I— iii ACTIVITY ROOM mmt-1-11 STANDING SEAM MTL ROOF STL PURLIN PER BLDG MFR. INSULATION PER SCHEDULE METAL PANEL - SEE ELEVATIONS CEILING PER SCHEDULE GYP. BD BEYOND JAMB WINDOW PER SCHEDULE 22 GA Z FLASHING - BREAK FROM COLORED STOCK TO MATCH WALL COLOR WOOD SILL METAL PANEL - SEE ELEVATIONS MTL STUD FURRING TO FIRST GIRT ABOVE CEILING INSULATION PER SCHEDULE 22 GA Z FLASHING - BREAK FROM COLORED STOCK TO MATCH WALL COLOR MTL C CHANNEL AT SILL BY BLDG. MFR. GRAVEL BASE - SEE STRUCTURAL FOOTING - SEE STRUCTURAL JJ - WALL SECTION ) ACTIVITY ROOM SCALE: 1/2" = 1'-0" 7 8 STANDING SEAM METAL ROOF SEE ROOF PLAN INSULATION PER SCHEDULE BREAK METAL EAVE TRIM BB 1 A7.2 STEEL PURLIN BY BLDG. MFR. PRIMARY STRUCTURAL FRAME DRYWALL CAN STOP 6" OVER CEILING SUSPENDED CEILING SEE A2.2 I �- METAL PANEL - SEE ELEVATIONS BATT INSULATION PER WALL TYPE ON A2.1 21/2" MTL STUD FURRING TO FIRST GIRT ABOVE CEILING FINISH PER SCHEDULE 22 GA Z FLASHING - BREAK FROM COLORED STOCK TO MATCH WALL COLOR METAL PANEL - SEE ELEVATIONS MTL STUD FURRING PER WALL TYPE ON A2.1 MTL C CHANNEL AT SILL BY BLDG. MFR. 22 GA Z FLASHING - BREAK FROM COLORED STOCK TO MATCH WALL COLOR I FINISH FLOOR n FOOTING - SEE STRUCTURAL -I I GRAVEL BASE - SEE STRUCTURAL 2-.�.7� GG - WALL SECTION ) STORAGE SCALE: 1/2"= l' -O" GYMNASIUM 109 4620 SF 1:50 = 92 OCC. F STANDING SEAM METAL ROOF SEE ROOF PLAN I INSULATION PER SCHEDULE STEEL PURLIN BY BLDG. MFR. GUTTER GYM_ EAVE — � — — _ cc A7.2 BREAK METAL EAVE TRIM STEEL PURLIN BY BLDG. MFR. METAL PANEL - SEE ELEVATIONS BREAK METAL REVEAL FROM COLORED STOCK PLYWOOD PER FINISH SCHEDULE METAL PANEL - SEE ELEVATIONS BATT INSULATION PER SCHEDULE PRIMARY STUCTURAL FRAME BEYOND DD A7.2 22 GA Z FLASHING - BREAK _ FROM COLORED STOCK TO MATCH WALL COLOR METAL PANEL - SEE ELEVATIONS � k I MTL C CHANNEL AT SILL BY BLDG. MFR. 22 GA Z FLASHING - BREAK FROM COLORED STOCK TO MATCH WALL COLOR _ FINISH FLOOR 0'_0" FOOTING - SEE STRUCTURAL I I I III I I I I III I I I IIII I GRAVEL BASE - SEE STRUCTURAL DD - WALL SECTION @ GYMNASIUM SCALE: 1/2" = 1'-0" GYMNASIUM 109 4620 SF 1:50 = 92 OCC. T s STANDING SEAM METAL ROOF SEE ROOF PLAN INSULATION PER SCHEDULE STEEL PURLIN BY BLDG. MFR. BREAK METAL RAKE PRIMARY STRUCTURAL FRAME GYM EAVE 241-011 STEEL PURLIN BY BLDG. MFR. METAL PANEL - SEE ELEVATIONS PLYWOOD PER FINISH SCHEDULE METAL PANEL - SEE ELEVATIONS I BATT INSULATION PER SCHEDULE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE nATE_.2 - _ / % BY!–�� 22 GA Z FLASHING - BREAK FROM COLORED STOCK TO MATCH WALL COLOR METAL PANEL - SEE ELEVATIONS r, 'o 9 0 a architecture + engineering RUSSELL N ; GALLA WAY ASS0CIATES'4hc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 n 05 -� •02/2$I� OF CAL\ arch 4-1 III— I I III— I MTL C CHANNEL AT SILL BY BLDG. MFR. 22 GA Z FLASHING - BREAK FROM COLORED STOCK TO MATCH WALL COLOR FINISH FLOOR v GG OTING - SEE TRUCTURAL RGA PROJECT # 16-406 PLAN CHECK # DRAWN TV CHECKED MG BID SET 09/16/2016 �, DDENDUM #2 10/14/2016 V 10/25/2016 BACK CHECK 01/17/2017 GRAVEL BASE - SEE REVIEVIVED STRUCTURAL FOR CODE COMPLIANCE JAN 2 7 2017 AA - WALL SECTION @a GYMNASIUM SCALE: 1/2" = P-0" WALL SECTIONS A4.3 PTD' of = r 3 5/b" MU151 UKt KtJIJ I ANI U T V DUHKU CASEWORK, I ENS' _ E " FIN ISSCH DULE S PLAM COU TERTOPE EE 'AbmFOUNTAIN ' PER PLUMBING PLAN 6 SOAP DISPENSER 3' - 0" - 24 3 8" S' - 81/2" _ 6" 36". 3` = Q 3/8" PROTECTIVE WALL PER 7 FLOOR MOUNTED PLUMBING FIXTURE, SEE PLUMBING o • CBC 11B-602 DRAWINGS SINK'PEq, _ — 8 ALUMINUM GRAB BAR - SEE II/A6.1 FOR ATTACHMENT _ P , GING NS : - - : :. ,. 9 DOOR PER SCHEDULE - , 10 CERAMIC TILE, SEE FINISH SCHEDULE 11 SOLID PHENOLIC PARTITION, BOBRICK OR EQUAL, PROVIDE • h "; y SHIMS TO MATCH HARDWARE AS REQUIRED E - 12 ACCESSORY PER SCHEDULE - . •EE 61 13 CERAMIC TILE BASE S FINISH SCHEDULE ` of I 14 EQUIPMENT N.I.C. LU 15 WIRE PULLS W/SATIN NICKEL FINISH Ar ,, i UCU.A. NOTES 1. MINIMUM 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES. 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR SPACE. S. MIRROR IS MOUNTED WITH THE BOTTOM EDGE OF REFLECTIVE SURFACE NO HIGHER THAN 40" FROM FLOOR. 4. OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES ARE LOCATED A MAXIMUM OF 40" ABOVE THE FLOOR (I.E. SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, AUTO DRYERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, ETC.) S. CONTROLS AND OPERATING MECHANISMS ARE OPERATED BY ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 6. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS 5 LBS. MAXIMUM. 7. COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES (48" MAX TOILET ROOM ACCESSORIES SCALE: 114"= P-0" A.D.A. COMPLIANT cIMIC r r%lTDr)I V VC z z U MODEL DRAWN TV z MG v N O O N � Q Q z W U DFr r-D"rin F p U TOILET PAPER O OL m SIDE 6" MAY - DRAIN INTRUSIO 17" MIN. SINK DEPT MIRROR --\, SOAP DISP. z_ INSULATED PIPES 8" MIN. FRONT KNEE SPAC KK - TYPICAL LAVATORY HEIGHTS SCALE: 1/2" = P-0" MATCHING TILE 1/4 ROUND MR CONC TILE 45 DEGREE TRANSITION `v CONC VINYL 45 DEGREE TRANSITION -4r ABRUPT TRANSITION JJ - FLOOR TRANSITIONS SCALE: 3" = P-0" q 11/2" DIA. GRAB +38" - 36" ATTACH TO BLC S.T.S. PER MFR. INSTRUCTIONS METAL PLATE 6"x16"x16" GA. SPAN STUD TO STUD FOR ATTACHMENT - SPOT WELD 0 EA. SIDE COPE INTO STUD METAL STUDS - SEE PLAN II - GRAB BAR ATTACHMENT SCALE: 3" =1'-0" ROOM SYMBOL Z MODEL DRAWN TV PAPER TOWEL MG v PTD DISPENSER/WASTE m 8" MIN. FRONT KNEE SPAC KK - TYPICAL LAVATORY HEIGHTS SCALE: 1/2" = P-0" MATCHING TILE 1/4 ROUND MR CONC TILE 45 DEGREE TRANSITION `v CONC VINYL 45 DEGREE TRANSITION -4r ABRUPT TRANSITION JJ - FLOOR TRANSITIONS SCALE: 3" = P-0" q 11/2" DIA. GRAB +38" - 36" ATTACH TO BLC S.T.S. PER MFR. INSTRUCTIONS METAL PLATE 6"x16"x16" GA. SPAN STUD TO STUD FOR ATTACHMENT - SPOT WELD 0 EA. SIDE COPE INTO STUD METAL STUDS - SEE PLAN II - GRAB BAR ATTACHMENT SCALE: 3" =1'-0" ROOM SYMBOL DESCRIPTION MODEL DRAWN TV PAPER TOWEL MG DD SET PTD DISPENSER/WASTE BOBRICK B-3942 DFr r-D"rin F TPD TOILET PAPER BOBRICK B-4388 DISPENSER RECESSED SND SANITARY NAPKIN BOBRICK B-4353 DISPOSAL RESTROOM NONE MIRRORS BOBRICK B-290 2436 NONE GRAB BARS (1 EACH) BOBRICK B-6806 X 36" B-6806 X 42" HORIZONTAL SD SOAP MODEL B-4112 TSCD TOILET SEAT COVER DISPENSER MODEL B-221 TOILET ROOM ACCESSORIES PROVIDE AND INSTALL UNITS AS MANUFACTURED BY BOBRICK COMPANY AS LISTED OR APPROVED EQUAL. DDFFD Tr) AR 1 Fr)D Mr)l IMTIMr; Wr=lr.I-ITc AMr1 r)lgTAMr-Fc HH - ACCESSORY SCHEDULE SCALE: 1/4" =1'-0" MEN' MEN' UNISEX 12" EA. SIDE 1/4" THICK SIGN - TYP. COLOR AND CONTRAST DISTINCTLY DIFFERENT FROM DOORS, TYP. SIGNAGE SHALL COMPLY WITH CALIFORNIA BUILDING (�qD,F�,SECTION 11B-703.7.2.6 IN ADDITION TO THE 12" SYMBOLS ON RESTROOM DOORS PROVIDE: 6" HIGH TACTILE WHEEL CHAIR LOGO RAISED 1 ®� 0 to zw MEN'S z O YOMEN' 0 _ 1" TACTILE UPPER CASE RESTRO`OM O �w SANS SERIF LETTER a = DAlc�n 1 ��" 1/2" TO 3/8" IV GRADE 2 MOUNTING HEIGHT NOTES: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS FF - ACCESSIBILE RESTROOM SIGNAGE SCALE: 1/4" = P-0" PULL SIDE n L 24" MIN. L v CLEAR AT EXTERIOR DOORS z I � L 18" MIN. L p CLEAR AT INTERIOR DOORS Ln I I 9 PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER PUSH SIDE L — — — — — -I- iJI MIN. EE - TYPICAL DOOR CLEARANCE SCALE: 1/2" = P-0" PARTIGENERAL- A. NEW CONSTRUCTION SHALL COMPLY WITH FEDERAL AMERICANS WITH DISABILITIES ACT (A.D.A.), OF 2010 AND CHAPTER 11B OF THE CALIFORNIA BUILDING CODE. PART 2 DOORS -116-404 A. LEVEL AREA: A LEVEL AND CLEAR AREA FOR A MINIMUM DEPTH OF 60 INCHES IN THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, AND 44 INCHES WHERE THE DOOR SWINGS AWAY FROM THE LEVEL AND A CLEAR AREA. B. FLOOR LEVEL AT DOORS - THRESHOLDS 1. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OR THE DOORWAY. 2. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1/2 INCH. CHANGE IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. C. HARDWARE: 1. APPROVAL: EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED BY SECTION 33. 2. EFFORT TO OPERATE DOORS: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS. FIRE DOORS 15 LBS. 3. CONSTRUCTION: THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOORS. 4. TYPE OF LOCK OR LATCH: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. IDENTIFICATION SYMBOLS: L ON DOORWAYS LEADING TO THE MEN'S RESTROOMS, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD; AND ON WOMEN'S SANITARY FACILITIES, A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR ATA HEIGHT OF 60 INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. SEE DETAIL AA/A6.2. 2. DOOR IDENTIFICATION: GLASS DOORS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN SECTION 2406, C.B.C. EXIT DOORS SHALL BE SO MARKED THAT THEY ARE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION. 3. ADDITIONAL DOORS: WHEN PROVIDED FOR EGRESS PURPOSES, THEY SHALL CONFORM TO ALL PROVISIONS IN THIS SECTION. PART 3 WATER CLOSETS: 116-604 A. SINGLE -ACCOMMODATION TOILET FACILITIES: THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48 INCHES LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES 60 INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE AND 56 INCHES OF CLEAR SPACE MEASURED FROM THE BACK WALL IN ADDITION 48 INCHES OF CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. WATER CLOSETS SHALL BE MOUNTED BETWEEN 17" AND 18" TO CENTER LINE OF THE FIXTURE FROM THE WALL FOR LAYOUT, SEE PLAN OF THIS DRAWING SET. B. WATER CLOSETS: THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. SEE ALSO DETAIL FF/A6.2. PART LAVATORIES: 116-606 A. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED 18 INCHES MINIMUM TO THE CENTER LINE OF THE FIXTURE. ALL ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FINISH FLOOR AND WITH A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES IN WIDTH WITH 8 INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. SEE DETAIL EE/A6.2. B. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. C. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER - OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. PARTS LAVATORIES AND TOILET ACCESSORIES: II13-603 (REFERENCE DETAIL BB/A6.2 & EE/A6.2) A. LAVATORY FIXTURES: THE REQUIREMENTS OF THE SUBSECTION SHALL APPLY TO LAVATORY FIXTURES, VANITIES, AND AS -BUILT LAVATORIES. 1. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. 2. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40 INCHES FROM THE FLOOR. B. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES: WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FINISH FLOOR. C. TOILET TISSUE DISPENSERS: TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. PART 6 GRAB BARS: II13-609 A. LOCATION: GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33 TO 36 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE SHALL BEAT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 INCHES LONG. B. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCHES TO 2 INCHES OUTSIDE DIAMETER OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TOA WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2 INCHES. C. STRUCTURAL STRENGTH (REFERENCE DETAIL HH/A6.2): THE STRUCTURAL STRENGTH OF THE GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOVEMENT FROM THE APPLICATION OF 250 LBS. PER FOOT SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBS. PER FOOT SHALL BE NO LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBS. PER FOOT SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBS. PER FOOT SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. D. SURFACE: A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. PART 7 SIGNAGE FOR PERMANENT ROOMS AND SPACES: 116-703 A. ACCESSIBLE TOILET FACILITIES, BUILDING ENTRANCES. 1. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE FIGURE ON BLUE BACKGROUND (STD 595b, COLOR 15090). B. PERMANENT ROOMS AND SPACES (SEE DETAIL JJ/A6.2) 1. IF SIGNAGE IS PROVIDED FOR A PERMANENT ROOM OR SPACE, IT SHALL COMPLY WITH APPROPRIATE A.D.A. REQUIREMENTS FOR - BRAILLE, PROPORTIONS, CHARACTER HEIGHT, CONTRAST, RAISED CHARACTERS, PICTORIAL SYMBOLS, AND LETTER TYPE. C. MOUNTING: MOUNT SIGN ON WALL ADJACENT TO STRIKE SIDE OF DOOR, OR NEAREST HEIGHT SHALL BE 60" AFF OF CENTERLINE. MOUNT SO A PERSON CAN APPROACH WITHIN 3" OF ADJACENT WALL WITHOUT STANDING IN SWING OF DOOR. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE REVIEWED w7_ 7 BYFOR CODE COMPLIANCE Dr�TE_ JAN 2 7 2017 GG - ACCESSIBLE CLEAR SPACE DD - INTERIOR ACCESSIBILITY NOTES SCALE: 3/4" = P-0" SCALE: NONE TRB AND ASSOCIATES r 0 9 0 a architecture + engineering RUSSELL. GAL LAWAYt, -AASSOCIA�"ES zinc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 ��OB. ARcy\ n 8 D \� OF CALF/ arch) RGA PROJECT# i PLAN CHECK# i MEN' MEN' UNISEX 12" EA. SIDE 1/4" THICK SIGN - TYP. COLOR AND CONTRAST DISTINCTLY DIFFERENT FROM DOORS, TYP. SIGNAGE SHALL COMPLY WITH CALIFORNIA BUILDING (�qD,F�,SECTION 11B-703.7.2.6 IN ADDITION TO THE 12" SYMBOLS ON RESTROOM DOORS PROVIDE: 6" HIGH TACTILE WHEEL CHAIR LOGO RAISED 1 ®� 0 to zw MEN'S z O YOMEN' 0 _ 1" TACTILE UPPER CASE RESTRO`OM O �w SANS SERIF LETTER a = DAlc�n 1 ��" 1/2" TO 3/8" IV GRADE 2 MOUNTING HEIGHT NOTES: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS FF - ACCESSIBILE RESTROOM SIGNAGE SCALE: 1/4" = P-0" PULL SIDE n L 24" MIN. L v CLEAR AT EXTERIOR DOORS z I � L 18" MIN. L p CLEAR AT INTERIOR DOORS Ln I I 9 PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER PUSH SIDE L — — — — — -I- iJI MIN. EE - TYPICAL DOOR CLEARANCE SCALE: 1/2" = P-0" PARTIGENERAL- A. NEW CONSTRUCTION SHALL COMPLY WITH FEDERAL AMERICANS WITH DISABILITIES ACT (A.D.A.), OF 2010 AND CHAPTER 11B OF THE CALIFORNIA BUILDING CODE. PART 2 DOORS -116-404 A. LEVEL AREA: A LEVEL AND CLEAR AREA FOR A MINIMUM DEPTH OF 60 INCHES IN THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, AND 44 INCHES WHERE THE DOOR SWINGS AWAY FROM THE LEVEL AND A CLEAR AREA. B. FLOOR LEVEL AT DOORS - THRESHOLDS 1. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OR THE DOORWAY. 2. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1/2 INCH. CHANGE IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. C. HARDWARE: 1. APPROVAL: EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED BY SECTION 33. 2. EFFORT TO OPERATE DOORS: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS. FIRE DOORS 15 LBS. 3. CONSTRUCTION: THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOORS. 4. TYPE OF LOCK OR LATCH: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. IDENTIFICATION SYMBOLS: L ON DOORWAYS LEADING TO THE MEN'S RESTROOMS, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD; AND ON WOMEN'S SANITARY FACILITIES, A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR ATA HEIGHT OF 60 INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. SEE DETAIL AA/A6.2. 2. DOOR IDENTIFICATION: GLASS DOORS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN SECTION 2406, C.B.C. EXIT DOORS SHALL BE SO MARKED THAT THEY ARE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION. 3. ADDITIONAL DOORS: WHEN PROVIDED FOR EGRESS PURPOSES, THEY SHALL CONFORM TO ALL PROVISIONS IN THIS SECTION. PART 3 WATER CLOSETS: 116-604 A. SINGLE -ACCOMMODATION TOILET FACILITIES: THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES WIDE BY 48 INCHES LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES 60 INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE AND 56 INCHES OF CLEAR SPACE MEASURED FROM THE BACK WALL IN ADDITION 48 INCHES OF CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. WATER CLOSETS SHALL BE MOUNTED BETWEEN 17" AND 18" TO CENTER LINE OF THE FIXTURE FROM THE WALL FOR LAYOUT, SEE PLAN OF THIS DRAWING SET. B. WATER CLOSETS: THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT. CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. SEE ALSO DETAIL FF/A6.2. PART LAVATORIES: 116-606 A. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED 18 INCHES MINIMUM TO THE CENTER LINE OF THE FIXTURE. ALL ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 INCHES ABOVE THE FINISH FLOOR AND WITH A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES IN WIDTH WITH 8 INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. SEE DETAIL EE/A6.2. B. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. C. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER - OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. PARTS LAVATORIES AND TOILET ACCESSORIES: II13-603 (REFERENCE DETAIL BB/A6.2 & EE/A6.2) A. LAVATORY FIXTURES: THE REQUIREMENTS OF THE SUBSECTION SHALL APPLY TO LAVATORY FIXTURES, VANITIES, AND AS -BUILT LAVATORIES. 1. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. 2. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40 INCHES FROM THE FLOOR. B. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES: WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FINISH FLOOR. C. TOILET TISSUE DISPENSERS: TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. PART 6 GRAB BARS: II13-609 A. LOCATION: GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT, SHALL BE SECURELY ATTACHED 33 TO 36 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE SHALL BEAT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 INCHES LONG. B. DIAMETER OR WIDTH: THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCHES TO 2 INCHES OUTSIDE DIAMETER OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TOA WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2 INCHES. C. STRUCTURAL STRENGTH (REFERENCE DETAIL HH/A6.2): THE STRUCTURAL STRENGTH OF THE GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOVEMENT FROM THE APPLICATION OF 250 LBS. PER FOOT SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBS. PER FOOT SHALL BE NO LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBS. PER FOOT SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBS. PER FOOT SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. D. SURFACE: A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. PART 7 SIGNAGE FOR PERMANENT ROOMS AND SPACES: 116-703 A. ACCESSIBLE TOILET FACILITIES, BUILDING ENTRANCES. 1. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE FIGURE ON BLUE BACKGROUND (STD 595b, COLOR 15090). B. PERMANENT ROOMS AND SPACES (SEE DETAIL JJ/A6.2) 1. IF SIGNAGE IS PROVIDED FOR A PERMANENT ROOM OR SPACE, IT SHALL COMPLY WITH APPROPRIATE A.D.A. REQUIREMENTS FOR - BRAILLE, PROPORTIONS, CHARACTER HEIGHT, CONTRAST, RAISED CHARACTERS, PICTORIAL SYMBOLS, AND LETTER TYPE. C. MOUNTING: MOUNT SIGN ON WALL ADJACENT TO STRIKE SIDE OF DOOR, OR NEAREST HEIGHT SHALL BE 60" AFF OF CENTERLINE. MOUNT SO A PERSON CAN APPROACH WITHIN 3" OF ADJACENT WALL WITHOUT STANDING IN SWING OF DOOR. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE REVIEWED w7_ 7 BYFOR CODE COMPLIANCE Dr�TE_ JAN 2 7 2017 GG - ACCESSIBLE CLEAR SPACE DD - INTERIOR ACCESSIBILITY NOTES SCALE: 3/4" = P-0" SCALE: NONE TRB AND ASSOCIATES r 0 9 0 a architecture + engineering RUSSELL. GAL LAWAYt, -AASSOCIA�"ES zinc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 ��OB. ARcy\ n 8 D \� OF CALF/ arch) RGA PROJECT# 16-406 PLAN CHECK# DRAWN TV CHECKED MG DD SET 09/16/2016 INTERIOR ACCESSIBILITY DETAILS Qpw 21/2" STEEL STUD FRAMED WALL 5/8" GYP INSULATION PER SCHEDULE METAL SIDING STEEL CHANNEL METAL J. MOLD INSIDE PANEL 24 GA. MTL. HEAD TRIM W/DRIP; SEAL TO FRAME ROD AND SEALANT EA. SIDE 5/8" GYP. BOARD @ HEAD WINDOW PER Iffloz LL STOREFRONT HEAD DETAIL SCALE: 3" = P-0" STORE FRONT WINDOW PER SCEDULE GYP. BD. JAMB 22GA. PAN FLASHING W/ HEMMED DRIP EDGE AND WELDED END CAPS; SLOPE TO EXT. AND SET IN CONT. BED OF MASTIC. BREAK FROM PRE -COLORED STOCK TO MATCH WINDOW FRAME 24GA. MTL TRIM WD SILL, STL. CHANNEL SILL CONT. SEALANT WD APRON METAL SIDING STEEL GIRT 5/8" GYP. INSULATION PER SCHEDULE STEEL STUD FRAMED WALL KK STOREFRONT SILL @ WAINSCOT SCALE: 3" =1'-0" II INTERIOR DOOR HEAD SCALE: 3" = P-0" METALSTUD WALL 5/8" GYP BD. STL STUD HEADER PER STRL. USE SEALANT AT JOINT CLIP FRAME TO HEAD/JAMB DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE STL. ROOF PURLIN STANDING SEAM METAL ROOFING INSULATON PER SCHEDULE 22 GA. MTL. GUTTER - BREAK FROM COLORED STOCK TO MATCH ADJACENT SIDING EAVE TRIM PLATE BY BLDG. MFR. METAL SIDING - SEE EXTERIOR ELEVATIONS INSULATION PER SCHEDULE STEEL CHANNEL FRAMING 24 GA. HEAD TRIM W/ DRIP - SEAL TO FRAME WINDOW PER SCHEDULE WINDOW PER SCHEDULE 22 GA STL. PAN FLASHING W/HEMMED DRIP EDGE AND WELDED END CAPS SLOPE TO EXTERIOR; SET IN CONT. BED OF MASTIC. BREAK FROM COLORED STOCK TO MATCH STOREFRONT FRAME STEEL CHANNEL FRAMING METAL SIDING - SEE EXTERIOR ELEVATIONS EAVE FLASHING BY BLDG. MFR. 24 GA. STANDING SEAM METAL ROOFING BY BLDG. MFR. STL. PURLING BY BLDG. MFR. GG - CLERESTORY WINDOW SCALE: 11/2" =1'-0" !SCHEDULE 4B BEYOND OR FINISH, SEE PLAN _D, SEE SCHEDULE IISH, SEE PLAN FF INTERIOR DOOR THRESHOLD SCALE: 3" = P-0" METAL SIDING SEE EXTERIOR ELEVATIONS Z-PURLIN PER BLDG. MFR. METAL STUD FURRING WHERE OCCURS BUILDING TRIM BUILDING HEADER PER BLDG. MFR. SEAL TRIM TO DOOR FRAME JAMB CLIP DOOR JAMB BEYOND METAL J. EE EXTERIOR DOOR HEAD SCALE: 3" = P-0" DD EXTERIOR THRESHOLD SCALE: 3" =1'-0" INTERIC ANGLED FOOT PIECE CURTAIN SLATS BREAK METAL CAP FROM METAL BUILDING MFR. PRIME & PAINT BUILDING TRIM STEEL CHANNEL DOORJAMB PER METAL BLDG. MFR. OVERHEAD DOOR TRACK ANCHORAGE #12 SELF TAPPING SCREWS 0 12" O.0 MAX. GIRT ABOVE METAL SIDING CC ROLLING DOOR JAMB SCALE: 3" = P-0" L EXT METAL SIDING DOOR SHROUD ATTACH METAL DOOR SHROUD TO Z-PURLIN W/#10 STS 0 6" O.C. ° Z-PURLIN PER MTL BLDG. MFR. cn - BUILDING TRIM I II I Z -PURLING HEADER PER BLDG. MFR. I II I I DOORJAMB BEYOND I I I I DOOR TRACK I II I I I II DOOR SLATS I II I I I II I MAINTTAIN HEAD AND SIDE WALL CLEARANCE PER MFR. SPECS I II I I I II I I III I SEE JAMB DETAIL I II I I I II I I III I I III I I i l l I PERMIT BUTTE COUNTY DEVELOPMENT SERVICES I ( I I REVIEWED FOR CODE COMPLIANCE I I DATEBY II I I I II I I III I I I II I I I II I I 111 I I I II I I I II I I III I I III I I I II I I I II I I III I I I II I I I II I I III I I III I I I I SLOP�I I I I s--�l REVIEV,1:D FOR CODE COMPLIANCE JAN 2 7 2017 TRB AND ASSOCIATES AA - ROLL UP DOOR SECTION r� o architecture + engineering RUSSELL, GALLA AY,-, IEASSOCIATES,,Inc. � 4 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 E� ARcy B. 'A n C 28705 < .0 /2al \OP CALF/ arch DOOR AND WINDOW DETAILS A7.1 RGA PROJECT# 16-406 PLAN CHECK # DRAWN TV CHECKED MG BID SET 09/16/2016 DDENDUM #2 10/14/2016 VE 10/25/2016 BACK CHECK 01/17/2017 DOOR AND WINDOW DETAILS A7.1 --———— — ---�— 21-611 I CENTERED ON LOWER I FOUNTAIN I 5'- 1114" I � ' 1'-1"I FROM E GE ' OF FOUNITAIN I Q � KK - DRINKING FOUNTAINS SCALE: 1" = P-0" \ / 24 GA SIDING PANEL BREAK METAL FLASHING - COLOR TO MATCH ADJACENT SIDING 5/8" GYP BD 21/2" METAL FURRING STUD BATT INSULATON PLYWD PER SCHEDULE STL. COLUMN PER STRUCTURAL JJ - CORNER DETAIL SCALE: 11/2" =1'-0" CONT. SEALANT 24 GA SIDING PANEL PLYWD PER SCHEDULE 'St STOREFRONT FRAME BEYOND CURTAINWALL GLAZING PANEL INT. CURTAINWALL FRAMING SYSTEM GLAZING PANEL PER WINDOW SCHEDULE EXT. DOOR PER SCHEDULE II - STOREFRONT DOOR JAMB SCALE: 3" =1'-0" 1 11 STOREFRONT FRAME BEYOND GLASS PER SCHEDULE STOREFRONT FRAMING SYSTEM I�r DOOR PER SCHEDULE IN GLASS PER WINDOW SCHEDULE HH - STOREFRONT DOOR HEAD SCALE: 3" =1'-0" I FLOOR FINISH, SEE PLAN II i DOOR JAMB BEYOND I DOOR PER SCHEDULE I DOOR SWEEP I — ANOIDIZED ALUMINUM THRESHOLD - OF MASTIC, SEE SCHEDULE GG - STOREFRONT DOOR SILL PLYWD FINISH PER SCHEDULE INSULATION PER BLDG. MFR. FURRING STUDS, SEE WALL TYPE ON A2.1 DOUBLE METAL STUDS, TYP. BACKERROD AND SEALANT WD SHIM SEALANT AS REQUIRED 5/8" GYP BD. PAINTED JAMB BEYOND WINDOW PER SCHEDULE FF - INTERIOR STOREFRONT HEAD SCALE: 3" =1'-0" MIT WINDOW PER SCHEDULE JAMB BEYOND 5/8" GYP BD. PAINTED SEALANT AS REQUIRED WD SHIM BACKERROD AND SEALANT DOUBLE METAL STUDS, TYP. FURRING STUDS, SEE WALL TYPE ON A2.1 INSULATION PER BLDG. MFR. PLYWD FINISH PER SCHEDULE EE - INTERIOR STOREFRONT SILL SCALE: 3" =1'-0" INTERIOR FINISH PER SCHEDULE INSULATION PER WALL TYPE ON A2.1 METAL WALL PANEL - SEE EXT. ELEVATIONS 24 GA METAL FLASHING. BREAK FROM COLORED STOCK TO MATCH SIDING METAL WALL PANEL - SEE EXT. ELEVATIONS STL PURLIN PER METAL BLDG. MFR. OTE: FLASHING & TRIM SHALL BE 24GA. PRIME 6 PAINT 3/16"X 7/8" BUTYL TAPE ROOF PANEL 8" PANCAKE HEAD FASTENERS 012" O.C. EAVE TRIM 3/16" X 7/8" BUTYL TAPE GUTTER CLIPS @ 48" O.C. RAIN GUTTER SEE ARCH. ROOF PLAN APPLY 3/8" BEAD OF NON -SKINNING BUTYL SEALANT TO BOTH SIDES AND THE TOP OF THE MALE PANEL RIB BEFORE ENGAGING FEMALE RIB OF NEXT PANEL STANDARD GUTTER STRAP ATTACHED W/#3 FASTENER s_MIN. CC - GUTTER DETAIL SCALE: 12" = P-0" MTL. BLDG. CLOSURE TO MATCH ADJACENT SIDING 11/4" FASTENER 0 l'-0" O.C. 3/16" X 1/4" TAPE MASTIC CONT. 11/4" STRUCTURAL FASTENER C 2'-0" O.C. ROOF PURLIN SOFFIT TRIM 7/8" FASTENER @ P-0" O.C. BB - EAVE TRIM SCALE: 3" =1'-0" 7/8" FASTENER 0 P-0" O.C. PANEL RIB OUTSIDE CLOSURE STRIP — 6W dV A 1601 lzin n � 7 RUS$ELL GOALLAWAY- - ASSOCIA SInc. lzb 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON .ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 �Eo ARcy\ VQ �0 C 28705 PEAK FASCIA PER METAL BLDG. MFR. -ERMl7:# B1��Zp7 BUTTE COUNTY DEVELOO'PAENT SERVICES REVIEWED FOR CODE E6MPLIANCE BYRGA PROJECT# ^TF PLAN CHECK # DRAWN CHECKED BID SET 3/16" X 1/4" TAPE MASTIC CONT. BOTH DDENDUM #2 SIDES OF CLOSURE VE BACK CHECK 1/4" X 7/8" FASTENER AT P-0" O.C. SOFFIT EAVE TRIM arch 16-406 TV MG 09/16/2016 10/14/2016 10/25/2016 01/17/2017 ROOF Ex WINDOW DETAILS L ABBREVIATIONS INSPECTION SECTIONS ® 1. CONCRETE AB ANCHOR BOLTS GENERAL CONDITIONS 3181 CONCRETE APPROX APPROXIMATE 4. 1. ALL CONCRETE SHALL BE LOW SHRINKAGE AND CONTAIN 5 TO 6 SACKS OF CONCRETE PER CUBIC YARD WITH ARCH ARCHITECT 1. ALL CONSTRUCTION AND METHODS SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE CALIFORNIA 6. A MAXIMUM SLUMP OF 4" AND A MAXIMUM WATER/CEMENT RATIO OF 0.45%. CEMENT SHALL CONFORM TO ASSY ASSEMBLY BUILDING CODE, 2013 EDITION, AS WELL AS ANY APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS. 12723 ASTM C-150 AND BE TYPE II OR TYPE II -LOW ALKALI. BM BEAM 9. INSULATED CONCRETE FILL (BASED ON ESR REPORT #1967) TEST 10% OF ANCHORS BR'G BEARING 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE JOB SITE 2. AGGREGATE SHALL CONFORM TO ASTM C-33. THE MAXIMUM AGGREGATE SIZE FOR FOUNDATIONS AND BTWN BETWEEN -PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES 13. MASS CONCRETE SHALL BE 11/2". USE 3/4" MAXIMUM AGGREGATE FOR ALL OTHER CONCRETE. SLABS ON BLK BLOCK FOUND. GRADE SHALL CONTAIN AT A MINIMUM 10% COARS AGGREGATE RETAINED ON THE STANDARD 3/41, SIEVE. BLK'G BLOCKING BOT BOTTOM 3. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, AND, UNLESS SPECIFICALLY NOTED 3. ALL CONCRETE WITH A SPECIFIED DESIGN STRENGTH OF 3000 PSI OR HIGHER SHALL BE DESIGNED BY A BN BOUNDARY NAIL OTHERWISE, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SHALL BE SENT TO THE ENGINEER FOR REVIEW. CBC CALIFORNIA BUILDING CODE THE METHOD OF CONSTRUCTION AND SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN CL, (CE) CENTERLINE THE STABILITY OF THE STRUCTURE AND PROTECT WORKERS, THE PUBLIC, AND OTHER PERSONS DURING 4. FLY ASH SHALL CONFORM TO ASTM C618, CLASS F, FLY ASH SHALL NOT EXCEED 15% OF CEMENT BY WEIGHT. CLR CLEAR CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT LIMITED TO, FORMING, COL COLUMN SCAFFOLDING, AND BRACING. S. MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS AT 28 DAYS: CONC. CONCRETE FOOTINGS------------------------------------- 3000 PSI (DESIGNED AT 2500 PSI) CMU CONCRETE MASONRY UNIT 4. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL JURISDICTIONS FIELD INSPECTOR SLABS-ON-GRADE-----------------------------3000 PSI (DESIGNED AT 2500 PSI) CONN CONNECTION . FILL OVER METAL DECK------------------------ 3000 PSI CONST CONSTRUCTION 5. ALL ASTM SPECIFICATIONS AND CBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE TILT -UP & C.I.P. WALLS------------------------- 3000 PSI CONT CONTINUOUS LATEST REVISION. LEAN CONCRETE FILL-------------------------- 1000 PSI CJ CONTROL JOINT ALL OTHER CONCRETE, U.O.N. ON PLANS------ 2500 PSI CNTSK COUNTERSINK 6. CERTAIN TYPES OF WORK ARE REQUIRED TO HAVE SPECIAL INSPECTION PER CHAPTER 18 OF THE CBC. WORK DP DEEP REQUIRING SPECIAL INSPECTION ON THIS PROJECT IS LISTED UNDER THE SPECIAL INSPECTION SECTION. A 6. CONCRETE SHRINKAGE AT 28 DAYS SHALL NOT EXCEED 0.055% FOR DRY CURING. DIAG DIAGONAL SPECIAL INSPECTION QUALIFIED TO PERFORM SUCH INSPECTIONS AND HIRED BY THE OWNER SHALL COPY DIA, (m) DIAMETER REPORTS TO THE ENGINEER. 7. PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DIM DIMENSION SPECIFICALLY DETAILED OTHERWISE. DBL DOUBLE 7. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR DO REPEAT CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS 8. CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED CONCRETE SURFACES IMMEDIATELY AFTER FINAL DRWG DRAWING THAT ARE SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. TROWELING. EA EACH EF EACH FACE 8. THE ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THESE PLANS ONLY. ANY CHANGES MADE TO 9. CRACK CONTROL JOINTING FOR CONCRETE SLABS SHALL BE DESIGNED BY THE CONTRACTOR. JOINTS EW EACH WAY THE PLANS OR CALCULATIONS SHALL BE APPROVED BY THE ENGINEER. IF ANY CHANGES ARE MADE WITHOUT SHALL OCCUR A MAXIMUM OF 10 FEET ON CENTER. CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIORTO EN EDGE NAIL THE ENGINEERS APPROVAL. THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OF SYSTEM SECOND POUR. EOS EDGE OF SLAB OF THE STRUCTURE. ELEV ELEVATION 10. VIBRATE CONCRETE AROUND ALL REBAR, ANCHOR BOLTS AND SURFACES. ENG ENGINEER 9. ALL WATERPROOFING AND FLASHING IS THE RESPONSIBILITY OF THE ARCHITECT, CONTRACTOR, AND OWNER. XT EXTERIOR 11. STEEL REBAR OR WIRE MESH IN SLABS SHALL BE LOCATED AND AT SLAB CENTERLINE. FOC FACE OF CONCRETE 10. SEISMIC & WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING CRITERIA: FOM FACE OF MASONRY SEISMIC: WIND: 12. NON -SHRINK GROUT SHALL BE NON-METALLIC AND MEET THE ARMY CORPS OF ENGINEERS SPECIFICATION FOS FACE OF STUD SITE CLASS = D CATEGORY II EXPOSURE "C" CRD -C621, WITH NO SHRINKAGE AFTER PLACEMENT OR EXPANSION AFTER SET, TESTED IN ACCORDANCE FLR FLOOR SDS = 0.5346 Ss = 0.612g 110 MPH (85 MPH ASD) WITH ASTM C827. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AFTER 24 HOURS AND 5000 FN FIELD NAIL SD1= 0.3366 S1= 0.272g I =1.00 PSI AT 28 DAYS. FIN FINISH Cs = 0.075 R = 6.5 ACCEPTABLE PRODUCTS INCLUDE: FRM'G FRAMING A. BURKE NON-FERROUS, NON -SHRINK GROUT BY THE BURKE COMPANY, SAN MATEO, CA FT FOOT B. MASTERFLOW 928 GROUT BY MASTER BUILDERS, CLEVELAND, OHIO FTG FOOTING PRE-ENGINEERED METAL BUILDINGS C. EUCO NS GROUT BY THE EUCLID CHEMICAL COMPANY, CLEVELAND, OHIO GA GALV GAGE GALVANIZED 1. RUSSELL, GALLAWAY AND ASSOCIATES (R.G.A.) ACTS AS THE FOUNDATION ENGINEER OF RECORD ONLY 13. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE APPOROPRIATE CURING PROCESS TO BE APPLIED ON GL GANG -NAIL TRUSS AND ASSUMES NO RESPONSIBILITY FOR THE DESIGN, FABRICATION, OR ERECTION OF PRE-ENGINEERED FLAT SLABS TO MINIMIZE THE DEVELOPMENT OF SHRINKAGE CRACKING & SLAB CURLING. USE OF SHRINKAGE GLULAM GLUE -LAMINATED METAL BUILDINGS. REDUCING ADMIXTURES SUCH AS MASTERLIFE CRA 007 (OR EQUAL) AND EVAPORATION REDUCERS SUCH AS HDR HEADER 2. THE FOUNDATION DESIGN IS BASED ON COLUMNS REACTIONS AS SUPPLIED BY THE PRE-ENGINEERED MASTERKURE ER50 (OR EQUAL) ARE RECOMMENDED. HT HSB HEIGHT HIGH STRENGTH BOLTS METAL BUILDING SUPPLIER. THE FOUNDATION DESIGN IS NOT COMPLETE AND IS SUBJECT TO CHANGE REINFORCING STEEL HD HOEDOWN UNTILA METAL BUILDING SUPPLIER HAS BEEN SELECTED BY THE OWNER / CONTRACTOR AND THE PRE- 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR #3 BARS AND SMALLER AND GRADE 60 HORIZ HORIZONTAL ENGINEERED METAL BUILDING SUPPLIER HAS SUBMITTED ERECTION DRAWINGS, ANCHOR BOLT PLACEMENT FOR LARGER BARS. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706, WELDED PER PLANS & COLUMN REACTIONS TO THE FOUNDATION ENGINEER FOR REVIEW PRIOR TO FABRICATION. IN (") INCH AWS D1.4, LATEST EDITION. ID INSIDE DIAMETER 3. PRE-ENGINEERED METAL BUILDINGS SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE CODES, ASTM 2. IF INSIDE FACE STANDARDS & SPECIFICATIONS & THE METAL BUILDING SYSTEMS PERFORMANCE GUIDE SPECIFICATION AS REINFORCING STEEL COVER SHALL BE AS FOLLOWS: INT INTERIOR PUBLISHED BY THE METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA). CONCRETE CASTAGAINST AND EXPOSED TO SOIL ------------------3" JT JOINT STRUCTURAL SLABS, TOP AND BOTTOM ----------------------------3/4" JST JOIST 4. THE BUILDING SHALL BE DESIGNED BY THE MANUFACTURER AS A COMPLETE SYSTEM. ALL COMPONENTS FORMED CONCRETE EXPOSED TO EARTH OR WEATHER JH JOIST HANGER OF THE SYSTEM SHALL BE SUPPLIED OR SPECIFIED BY THE SAME MANUFACTURER. ALL MANUFACTURE AN #5 BAR AND SMALLER ------------------------------------------11/2" LT LIGHT DRAWINGS SHALL BEAR THE PROFESSIONAL SEAL AND SIGNATURE OF A LICENSED PROFESSIONAL #5 BAR LARGERER----------------------------------------- 2" LTWT LIGHT WEIGHT ENGINEER REGISTERED IN THE STATE OF CALIFORNIA ( NOT PROVIDED BY R.G.A.). CONCRETE WITHOUT SOILS OR WEATHER EXPOSURE-------------- 3/4" LLH LONG LEG HORIZONTAL CONCRETE TILT -UP PANELS LLV LONG LEG VERTICAL 5. DEFLECTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE AISC #8 BAR AND SMALLER ------------------------------------------1" MB MACHINE BOLT STEEL DESIGN GUIDE SERIES 3 - SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS. MFG'R MANUFACTURER 3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. #5 AND LARGER BARS SHALL NOT BE RE-BENT. MAT'L MAX MATERIAL MAXIMUM 6. METAL BUILDING DESIGNER SHALL USE DESIGN LOADS AS APPLICABLE TO ASCE7-10 WITH AN ADDITIONAL 4. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. MINIMUM COLLATERAL GRAVITY LOAD OF 5.0 PSF AND COLLATERAL UPLIFT LOAD OF 0.0 PSF. MECH. MECHANICAL MTL METAL 7. ALL COLUMN BASES SHALL BE DESIGNED AS PIN -BASE COLUMNS. FIXED -BASE FRAME COLUMNS ARE NOT S. ALL REINFORCING BARS SHALL BE ACCURATELY SECURED IN PLACE PRIOR TO POURING CONCRETE. MIN MINIMUM PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM THE FOUNDATION ENGINEER OF RECORD. STRUCTURAL STEEL MISC MISCELLANEOUS NSA NELSON STUD ANCHOR 8. SPECIAL INSPECTION AND GENERAL STRUCTURAL NOTES OF THE PRE-ENGINEERED METAL BUILDING SHALL 1. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS AND CODE OF NTS NOT TO SCALE BE SPECIFIED IN THE ERECTION DRAWINGS (NOT PROVIDED BY R.G.A.). STANDARD PRACTICE. O.C. ON CENTER O.D. OUTSIDE DIAMTER 9. THE FOUNDATION ENGINEER OF RECORD ASSUMES THE RIGHT TO REVISE THE FOUNDATION DESIGN BASED 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36/A572 Fy = 50 KSI FOR W -SHAPES, M -SHAPES, HP- O.F. OUTSIDE FACE UPON AN OWNER / CONTRACTOR SELECTION OF AN ALTERNATE METAL BUILDING SUPPLIER REGARDLESS IF SHAPES, CHANNELS, AND STRUCTURAL TEES. Fy = 36 KSI FOR PLATES AND ANGLES, UNLESS NOTED OPN'G OPENING THE BUILDING IS IDENTICAL IN LOADING AND CONFIGURATION. OTHERWISE. PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE "B", GRADE "S", AND TUBE STEEL SHALL OPP OPPOSITE CONFORM TO ASTM A500, GRADE "B". ORIG ORIGINAL 10. CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH METAL BUILDING ERECTION DRAWINGS 3. PEN PENETRATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325 AND MACHINE BOLTS SHALL CONFORM TO ASTM PL, (I�) PLATE A-307, GRADE "A". PLY PLYWOOD P/T POST TENSIONING FOUNDATION 4. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP AND ERECTION DRAWINGS OF ALL STEEL FOR PSF POUNDS PER SQUARE FOOT 1. THE FOUNDATION DESIGN IS BASED ON SOILS INVESTIGATION BY: THE ENGINEERS REVIEW PRIOR TO FABRICATION. PSI POUNDS PER SQUARE INCH HOLDREGE & KULL PTDF PRESSURE TREATED DOUGLAS FIR 48 BELLARMINE COURT, SUITE 40 PROJECT NO.: 70610-01 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS PER THE AMERICAN WELDING SOCIETY STRUCTURAL R RADIUS CHICO, CA 95928 DATED: AUGUST 4, 2016 D1.1, LATEST EDITION. ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH Fy > 70 KSI. REINF REINFORCING REQ'D REQUIRED 2. ALLOWABLE SOIL BEARING: 1750 PSF (DEAD &LIVE LOAD), 2330 PSF (WIND OR SEISMIC) 6. ALL STRUCTURAL STEEL EXCEPT WHERE ENCASED IN CONCRETE, SHALL BE PAINTED, U.O.N. REO'T REQUIREMENTS LATERAL RESISTANCE MAY BE COMPUTED FORM THE FOLLOWING FORCES; STRUCTURAL STEEL STUDS REV RM REVISION ROOM ALLOWABLE PASSIVE PRESSURE = 250H 1. ALL STUDS TRACKS, AND BRIDGING SHALL BE MANUFACTURED BY DIETRICH INDUSTRIES, OR EQUIVALENT, SAD SEE ARCHITECTURAL DRAWING ALLOWABLE COEFFICIENT OF FRICTION = 0.35 AND BE OF THE TYPE, SIZE AND GAGE AS SHOWN ON THE STRUCTURAL DRAWINGS. MATERIALS USED TO SCHED SCHEDULE HOWEVER THE LARGER OF THE 2 SHOULD BE REDUCED BY 50% WHEN COMBINING THE 2 FORCES. FABRICATE THE STUDS, TRACKS AND BRIDGING SHALL BE AS SPECIFIED BY DIETRICH INDUSTRIES, INC. IF NOT SECT SECTION 3. ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH THE GEOTECHNICAL INVESTIGATION SHOWN, SHALL SATISFY THE RECOMMENDATION OF THE STEEL STUD MANUFACTURER. TRACKS (WHERE STS SELF -TAPPING SCREW REPORT. NOT SHOWN) SHALL BE 20 GAGE DEEP LEG TRACK. SHT SHEET SIM SIMILAR 2. STEEL STUD FASTENERS SHALL BE POWER BULL OR EQUAL, SELF -DRILLING TAPPING SCREWS COMPLYING SOG SLAB ON GRADE 4. THE GEOTECHNICAL ENGINEER SHALL REVIEW ALL SITE WORK AND FOOTING EXCAVATIONS BEFORE ANY WITH SAE STANDARD J78 NO. 12 (0.216 IN. DIA.), NO. 10 (0.190 IN. DIA.), NO.8 (0.164 IN. DIA.) CONCRETE IS CAST, SUBMIT A LETTER OF COMPLIANCE TO THE ARCHITECT. SB SOLID BLOCKING SPEC SPECIFICATION 5. THE GEOTECHNICAL ENGINEER SHALL REVIEW ALL BACKFILL MATERIALS PRIOR TO PLACEMENT AND OBSERVE SECTION PROPERTIES FOR METAL STUDS JOISTS AND TRACKS: SQ SQUARE BACKFILL OPERATIONS. A LETTER OF COMPLIANCE SHALL BE SUBMITTED TO THE ARCHITECT STATING THAT THICKNESS Fy Ag Ix Sx rx ly ry STD STANDARD FILLS HAVE BEEN CONSTRUCTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. (gauge) (mils) (ksi) SIZE TYPE (in^2) (in ^4) (in ^3) (in) (in^4) (in) STL STEEL STIFF STIFFENER 6. MINIMUM SILL ANCHOR REQUIREMENTS ARE 1/2" DIA. X 7" EMBED AT 48" ON CENTER UNLESS OTHERWISE 2-1/2" STUD TRACK 0.197 0.173 0.203 0.192 0.163 0.145 1.020 1.050 0.052 0.027 0.515 0.397 STRUC STRUCTURAL NOTED ON SHEARWALL SCHEDULE. BOLTS SHALL BE PLACED A MINIMUM OF 10" FROM SILL PLATE ENDS AND SYM SYMMETRICAL SPLICES. USE A MINIMUM OF 2 ANCHOR BOLTS PER PLATE. ALL ANCHOR BOLTS SHALL HAVE A 3"x3"x0.229" 20 33 33 3-5/8" STUD 0.264 0.557 0.307 1.453 0.100 0.617 THK THICK SQUARE WASHER AND NUT. SIMPSON TITEN HD's MAY SUBSTITUTE FOR ANCHOR BOLTS. MATCH TITEN HD TRACKI 0.210 0.420 0.228 1 1.415 0.030 0.378 T&B TOP & BOTTOM DIA. AND SPACING TO ANCHOR BOLT REQUIREMENT. PROVIDE 6" TITEN HD AT 2x SILLS & 8" TITEN HD AT 3x 6" STUD 0.346 1.808 0.603 2.286 0.118 0.583 T&G TONGUE & GROOVE SILLS. TRACK 0.292 1.393 0.459 2.183 0.032 0.340 TN TOE NAIL 3_5/8„ STUD 0.340 0.710 0.392 1.446 0.127 0.611 TOS TOP OF STEEL 7. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALLTHE ANCHOR BOLTS, STRAPS, HOLDOWN TRACK 0.272 0.546 0.294 1.416 0.039 0.376 TYP TYPICAL ANCHORS AND EMBEDMENTS PRIOR TO PLACEMENT OF CONCRETE ANCHORS SHALL BE WIRE -TIED IN PLACE 18 43 33 STUD 0.447 2.316 0.772 2.277 0.148 0.557 UON UNLESS OTHERWISE NOTED PRIOR TO POURING CONCRETE. 611 TRACK 1 0.379 1.808 0.594 2.183 0.043 0.338 VERT VERTCAL WP WATERPROOF 8. FINISHED GRADE SHALL SLOPE AWAY FROM ALL FOUNDATIONS AT 5% SLOPE MINIMUM FORA MINIMUM OF 10 3-5/8" STUD TRACK 0.442 0.341 0.873 0.685 0.482 0.367 1.438 1.417 0.154 0.048 0.604 0.374 WWF WELDED WIRE FABRIC FEET. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM W/ WITH OF 2% AWAY FROM THE BUILDING. 16 54 50 6" STUD 0.557 2.862 0.954 2.268 0.181 0.570 w/o WITHOUT TRACK 0.476 2.267 0.742 2.183 0.054 0.336 AND 9. THE BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN, LEVEL AND FREE OF WATER. 8" STUD 0.670 5.740 1.435 2.927 0.195 0.539 0 AT TRACK 0589 4.625 1.140 2.802 0.057 0.310 x BY 10. ALL PIPES, CONDUITS, AND OTHER PENETRATIONS SHALL NOT PASS THROUGH FOOTINGS. NOTES: # POUNDS, NUMBER 1. DIETRICH INDUSTIRES, INC., BASED ON I.C.B.O. REPORT#4874P = EQUALS 11. NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO POURING FOUNDATIONS. 2. "STUD" INDICATES CSJ- SECTION, STUDS SHALL HAVE 15/8" FLANGE AND 1/2" LIP, U.N.O. 3. "TRACK" INDICATES TSB -INDICATES STRUCTURAL TRACK SECTION WITH 1-1/4" FLANGE. SPECIAL INSPECTION REQUIREMENTS 1. GENERAL A. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED FIRM UNDER CONTRACT WITH THE OWNER. B. SPECIAL INSPECTOR APPLICATIONS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DIVISION PRIOR TO THE ISSUANCE OF A PERMIT. C. INSPECTORS REPORTS NOTING DISCREPANCIES, IF ANY, ARE TO BE FILED WITH THE CITY OF CHICO BUILDING DIVISION WEEKLY'DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. D. ALL INSPECTORS DAILY LOGS ARE TO BE MAINTAINED ON SITE FOR REVIEW BY THE CITY INSPECTORS. 2. CONCRETE WITH A SPECIFIED ULTIMATE COMPRESSIVE STRENGTH GREATER THAN 2500 PSI SHALL BE INSPECTED AS FOLLOWS: A. VERIFY PLACEMENT OF REINFORCING STEEL PRIOR TO POUR. RECORD TRANSIT MIXED CONCRETE DELIVERY TICKETS AND MAKE SLUMP TESTS IN ACCORDANCE WITH ASTM STANDARDS. MAKE TEST CYLINDERS AND OBSERVE PLACEMENT OF CONCRETE. EXCEPTIONS: 1. ISOLATED SPREAD CONCRETE FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK. 2. CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK WHERE THE FOOTINGS SUPPORT WALLS OF LIGHT -FRAME CONSTRUCTION AND THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, fc, NO GREATER THAN 2,500 PSI, REGARDLESS OF THE SPECIFIED COMPRESSIVE STRENGTH SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR USED IN THE FOOTING CONSTRUCTION. 3. NON-STRUCUTRAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND. 4. CONCRTE PATIOS, DRIVEWAYS AND SIDWALKS, ON GRADE. 3. STRUCTURAL STEEL SHALL BE INSPECTED AS FOLLOWS: A. OBSERVE ALL STRUCTURAL WELDING PER THE REQUIREMENTS OF ANSI/AWS D.1,1-84, PUBLISHED BY THE AMERICAN WELDING SOCIETY. EXCEPTIONS: 1. SINGLE PASS FILLET WELDS, ROOF AND FLOOR DECK WELDS, AND WELDED STUDS USED FOR COMPOSITE FLOOR SYSTEMS MAY HAVE PERIODIC INSPECTIONS. PERIODIC INSPECTIONS SHALL CONSIST OF CHECKING WELDERS QUALIFICATION PRIOR TO START OF WORK AND VISUAL INSPECTION OF WELDS FOR COMPLIANCE PRIOR TO COMPLETION OF WORK. 2. WELDED STUDS USED FOR COMPOSITE FLOOR SYSTEMS SHALL BE TESTED BY BENDING THE STUD 30 DEGREES FROM ITS ORIGINAL AXIS, EITHER BY STRIKING WITH A HAMMER OR BY MECHANICAL MEANS. AT THE START OF EACH DAYS WELDING, OR AFTER WELDING EQUIPMENT HAS BEEN MOVED, CHANGED, OR NOT USED FOR MORE THAN TWO HOURS. THREE STUDS SHALL BE TESTED AND WELDS FOUND SATISFACTORY BEFORE PRODUCTION CONTINUES. ANY STUD WHICH FAILS VISUAL INSPECTION SHALL ALSO BE TESTED. SATISFACTORY TESTED STUDS MAYBE LEFT BENT AND INCORPORATED INTO THE WORK. B. DURING HIGH STRENGTH BOLT INSTALLATION VERIFY THE REQUIREMENTS OF UBC CHAPTER 22, DIV. IV SECTIONS 2221, 2222 & 2227 ARE MET. ONLY BOLTS AT WELDED MOMENT CONNECTIONS OR AT WIDE FLANGE COLUMN CONNECTIONS SHALL REQUIRE BOLT TENSION VERIFICATION. 4. DRILLED EPDXY AND EXPANSION ANCHORS SHALL BE INSPECTED AS FOLLOWS: A. VERIFY PLACEMENT PROCEDURE IS PER MANUFACTURE'S RECOMMENDATIONS. B. PULL TEST 10% OF ANY INSTALLED ANCHORS SUBJECT TO TENSION TO MAXIMUNJ, ��_ zo o ALLOWABLE TABLE VALUE. IF ANY OF THE ANCHORS FAIL;jTES,T ALL ANCHO . DU7E COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE -1-/ > 7'lz PULL TEST REQUIRMENTS FOR HILTI HY150 MAX EPDXY IN CONCRETE INSPECTION SECTIONS ® 1. CONCRETE ® 2. BOLTS INSTALLED IN CONCRETE 3181 3. DUCTILE MOMENT -RESISTING CONCRETE FRAME 3123 4. REINFORCING STEEL AND PRE -STRESSING STEEL ® 5. WELDING (PER MTL. BLDG. DRWGS.) ® 6. HIGH-STRENGTH BOLTING (PER MTL BLDG. DRWGS.) 33/8 7. STRUCTURAL MASONRY 12723 8. REINFORCED GYPSUM CONCRETE 11100 9. INSULATED CONCRETE FILL (BASED ON ESR REPORT #1967) TEST 10% OF ANCHORS 10. SPRAY -APPLIED FIRE PROOFING 11. PILING, DRILLED PIERS AND CAISSONS 12. SHOTCRETE 13. SPECIAL GRADING, EXCAVATION AND FILLING 14. SPECIAL CASES 1. GENERAL A. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED FIRM UNDER CONTRACT WITH THE OWNER. B. SPECIAL INSPECTOR APPLICATIONS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DIVISION PRIOR TO THE ISSUANCE OF A PERMIT. C. INSPECTORS REPORTS NOTING DISCREPANCIES, IF ANY, ARE TO BE FILED WITH THE CITY OF CHICO BUILDING DIVISION WEEKLY'DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. D. ALL INSPECTORS DAILY LOGS ARE TO BE MAINTAINED ON SITE FOR REVIEW BY THE CITY INSPECTORS. 2. CONCRETE WITH A SPECIFIED ULTIMATE COMPRESSIVE STRENGTH GREATER THAN 2500 PSI SHALL BE INSPECTED AS FOLLOWS: A. VERIFY PLACEMENT OF REINFORCING STEEL PRIOR TO POUR. RECORD TRANSIT MIXED CONCRETE DELIVERY TICKETS AND MAKE SLUMP TESTS IN ACCORDANCE WITH ASTM STANDARDS. MAKE TEST CYLINDERS AND OBSERVE PLACEMENT OF CONCRETE. EXCEPTIONS: 1. ISOLATED SPREAD CONCRETE FOOTINGS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK. 2. CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK WHERE THE FOOTINGS SUPPORT WALLS OF LIGHT -FRAME CONSTRUCTION AND THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, fc, NO GREATER THAN 2,500 PSI, REGARDLESS OF THE SPECIFIED COMPRESSIVE STRENGTH SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR USED IN THE FOOTING CONSTRUCTION. 3. NON-STRUCUTRAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND. 4. CONCRTE PATIOS, DRIVEWAYS AND SIDWALKS, ON GRADE. 3. STRUCTURAL STEEL SHALL BE INSPECTED AS FOLLOWS: A. OBSERVE ALL STRUCTURAL WELDING PER THE REQUIREMENTS OF ANSI/AWS D.1,1-84, PUBLISHED BY THE AMERICAN WELDING SOCIETY. EXCEPTIONS: 1. SINGLE PASS FILLET WELDS, ROOF AND FLOOR DECK WELDS, AND WELDED STUDS USED FOR COMPOSITE FLOOR SYSTEMS MAY HAVE PERIODIC INSPECTIONS. PERIODIC INSPECTIONS SHALL CONSIST OF CHECKING WELDERS QUALIFICATION PRIOR TO START OF WORK AND VISUAL INSPECTION OF WELDS FOR COMPLIANCE PRIOR TO COMPLETION OF WORK. 2. WELDED STUDS USED FOR COMPOSITE FLOOR SYSTEMS SHALL BE TESTED BY BENDING THE STUD 30 DEGREES FROM ITS ORIGINAL AXIS, EITHER BY STRIKING WITH A HAMMER OR BY MECHANICAL MEANS. AT THE START OF EACH DAYS WELDING, OR AFTER WELDING EQUIPMENT HAS BEEN MOVED, CHANGED, OR NOT USED FOR MORE THAN TWO HOURS. THREE STUDS SHALL BE TESTED AND WELDS FOUND SATISFACTORY BEFORE PRODUCTION CONTINUES. ANY STUD WHICH FAILS VISUAL INSPECTION SHALL ALSO BE TESTED. SATISFACTORY TESTED STUDS MAYBE LEFT BENT AND INCORPORATED INTO THE WORK. B. DURING HIGH STRENGTH BOLT INSTALLATION VERIFY THE REQUIREMENTS OF UBC CHAPTER 22, DIV. IV SECTIONS 2221, 2222 & 2227 ARE MET. ONLY BOLTS AT WELDED MOMENT CONNECTIONS OR AT WIDE FLANGE COLUMN CONNECTIONS SHALL REQUIRE BOLT TENSION VERIFICATION. 4. DRILLED EPDXY AND EXPANSION ANCHORS SHALL BE INSPECTED AS FOLLOWS: A. VERIFY PLACEMENT PROCEDURE IS PER MANUFACTURE'S RECOMMENDATIONS. B. PULL TEST 10% OF ANY INSTALLED ANCHORS SUBJECT TO TENSION TO MAXIMUNJ, ��_ zo o ALLOWABLE TABLE VALUE. IF ANY OF THE ANCHORS FAIL;jTES,T ALL ANCHO . DU7E COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE -1-/ > 7'lz PULL TEST REQUIRMENTS FOR HILTI HY150 MAX EPDXY IN CONCRETE diameter (in) embed (in) tension test (pounds) 3/8 13/4 1665 33/8 3181 1/2 21/4 3123 41/2 5655 5/8 27/8 4275 55/8 8836 3/4 33/8 6085 63/4 12723 7/8 4 11100 9 22619 (BASED ON ESR REPORT #1967) TEST 10% OF ANCHORS BY PULL TEST REQUIRMENTS FOR HILTI KWIK BOLT TZ IN 2500 PSI CONCRETE diameter (in) embed (in) tension test (pounds) torque test (ft -lbs) 3/8 2 1105 25 1/2 2 1490 VE 31/4 2420 50 5/8 31/2 2910 4 4015 80 3/4 33/4 3635 4314 4690 150 (BASED ON ESR REPORT #1917) TEST 10% OF ANCHORS REVIET ED FOR CODE COMPLIANCE JAN Z 7 7017 TRB AND ASSOCIATES AA - SPECIAL- INSPECTION SCALE: 1/4" =1'-0" r0 a architecture + engineering RUSSELL, GALLWAY -vASSOCIA,TES inc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY .CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY, DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 eng RGA PROJECT# 16-406 PLAN CHECK # DRAWN CP CHECKED DR BID SET 09/16/2016 kDDENDUM ,#2 10/14/2016 VE 10/25/2016 BACK CHECK 01/17/2017 STRUCTURAL NOTES S1 #4 CONT. SLAB ON GRADE PER SHEET S2.1 �x O 'ooOpaoO'x 0 .0 ao0 fa p 00 a.p a0 a0 0o)_W11-1) 11-a1)0 a0.pa.a0. a1p-O' a 1'-0" CONT. FTG. rri9 ': l i5 LL - THICKENED CONT. FOOTING SCALE: 11/2" =1'-0" GYP. BD. OVER METAL FURRING, SEE ARCH. METAL BUILDING & STRUCTURE I 3/4" DIA. A36 THR'D. ROD ANCHORS w/ DBL. NUTS PER METAL BUILDING CENTERLINE OF BASE DRAWINGS EMBED 18" MIN. INTO I PLATE AND FOOTING LOWEST CONC. POUR. LOCATE PER METAL BUILDING DRAWINGS. PLYWOOD, FASTEN TO EA. GIRT w/ #10 S.T.S. AT 6"o.c. BASE GIRT PER METAL BUILDING DRAWINGS SLAB ON GRADE, SEE FOUND. PLAN I +01 Oil y 2-1/2" x 20 GA. C -STUDS AT 16"o.c. 2500 3000 4000 #3 Gr. 40 17 15 W/ 18 GA. T&B TRACKS. FASTEN TOP CENTERLINE OF BASE 12 10 #3 Gr. 60 25 & BOT TRACK TO METAL BUILDING - 19 PLATE AND FOOTING 19 17 15 #4 Gr. 60 GIRTS w/ #10 S.T.S. AT 16"o.c. I 29 20ga. BLK'G. AT PURLINS FASTEN 25 22 19 3/4" DIA. A36 THR'D. ROD ANCHORS 40 STUDS TO EACH GIRT w/ #10 31 31 28 w/ DBL NUTS PER METAL BUILDING #6 Gr. 60 S.T.S. EVERY 4TH STUD MIN. 43 37 37 DRAWINGS EMBED 18" MIN. INTO I 29 METAL BUILDING &STRUCTURE 70 PROVIDE 3/4" CUT FOR 54 LOWEST CONC. POUR. LOCATE PER 48 42 #8 Gr. 60 WATER PROTECTION 72 METAL BUILDING DRAWINGS. 61 55 48 #9 Gr. 60 89 81 70 68 EXP. JOINT MATERIAL 54 #10 Gr. 60 BASE GIRT PER METAL 91 79 77 70 61 BUILDING DRAWINGS#4 PERIMETER FOOTING I 111 HAIRPIN w/ 4-0" LG. TAIL SEE PLAN FOR LOCATION 87 BUILDING ACCESS SLAB SLAB ON GRADE, SEE FOUND. PLAN BEYOND, PER DET. FF/S4.1 SLAB ON GRADE, SEE ': +0'-0" +0'-0" FOUND. PLAN ' — $?v" '' •f' %a d % T> � E ,I.f:Y7f {i r`s4'yi„tS,`t ii ii i Y (I.l O fi ry { i 8 ��,',�� 9Y'7 i •t�Ps �' i, �' �� wIJ U 1= O z gy y� VAPOR BARRIER, AS REO'D. PER �� —VAPOR d` �x'%�� — g w �y . � �j �� ' BARRIER, AS REO'D. SEE � � � �;�. ,, FOUND. PLAN l Jas 4� FOUND. PLAN. w /� a, Z) 2 X� �� „„ #4 CONT. TOP & BOT. #4 VERT. REINF. AT LL V I� (4) #6 VERTS. 11 on 48 o.c. HOOK TOP & BOT. wus _ I '' EVENLY SPACED OMIT IF MONO -POUR LO ,m U e – HOOK INTO S.O.G. & ,� 3 CLR. FROM BOT. OF FTG. REINF. PER FOOTING SEE FOUND. PLAN SCHEDULE SHT. S2.1 & SCHEDULE 4, 6, S KK - TYPICAL METAL BUILDING FOOTING DETAIL SCALE: 1"= 1'-0” F #4 VERT. REINF. AT 48"o.c. HOOK TOP & BOT. OMIT IF MONO -POUR +OI -011 – –_ FIN GR. W> II=1= 0. U _ I -I — I - �� IIIIII #4 CONT. TOP & BOT. PLYWOOD, FASTEN TO EA. GIRT w/ #10 S.T.S. AT 6"o.c. BASE GIRT PER METAL BUILDING DRAWINGS SLAB ON GRADE, VAPOR BARRIER, AS REO'D. PER FOUND. PLAN HH - EDGE OF METAL BUILDING SLAB AT DOOR SCALE: 1"= P -O" FURRING WALL, SEE ARCH. FASTEN PER SHEET S5.1. #4 VERT. REINF. AT BASE GIRT PER METAL 48"o.c. HOOK TOP & BOT. OMIT IF MONO -POUR BUILDING DRAWINGS SLAB ON GRADE, – – +01-011 SEE FOUND PLAN FIN. GR. mf of w > , �'x�vy'y .`" �15�1 1 �15 c..•1c1`1j�1j�1�� a'o � ii•'-i m U IUE'. t — :� VAPOR BARRIER, _ I I AS REO'D. PER — FOUND. PLAN '' III—III #4 CONT. TOP & BOT. 11 _ OII 3/4" DIA. A36 THR'D. ROD ANCHORS w/ DBL. NUTS PER METAL BUILDING DRAWINGS EMBED 18" MIN. INTO LOWEST CONC. POUR. LOCATE PER METAL BUILDING DRAWINGS. BASE GIRT PER METAL BUILDING DRAWINGS PERIMETER FOOTING BEYOND, PER DET. FF/S4.1 +01-011 O O r•i "'� II I z a Z D O w w Lu U) METAL BUILDING & STRUCTURE CENTERLINE OF BASE PLATE AND FOOTING PLYWOOD, FASTEN TO EA. GIRT w/ #10 S.T.S. AT 6"o.c. #4 HAIRPIN w/ 4'-0" LG. TAIL SEE PLAN FOR LOCATION r– SLAB ON GRADE_ VAPOR BARRIER, AS REQ'D. SEE FOUND. PLAN. (4) #6 VERTS. EVENLY SPACED HOOK INTO S.O.G. & 3" CLR. FROM BOT. OF FTG. REINF. PER FOOTING SCHEDULE SHT. S2.1 FF - TYPICAL METAL BUILDING FOOTING DETAIL SCALE: 1" =1'-0" 7,111,11 7 x NOTE: SEE PLAN AND GENERAL NOTES FOR EXCAVATIONS ADJACENT TO EXISTING FOUNDATIONS. 9 EE - TYP. ADJACENT FOOTING SCALE: 1" = P-0" ,r. STEM WALL tuI IrP9r /"1/"/"•1 11'•1[' 1811 MIN. FOOTING OR CURB PENETRATIONS ARE NOT PERMITTED AT WALLS WITH A 3x SILL PLATE OR A PRE - MANUFACTURED WALL (I.E. SIMPSON STRONG -WALL). FOOTING SECTION INSIDE DIA. OF SLEEEVE TO BE PIPE DIA. +2" TYP. ell mw_ I co Z • FTG. SHALL BE STEPPED SO THAT FILL DOES NOT EXCEED 3-0" IN DEPTH PRIOR TO PLACING FTG. POUR LEAN CONCRETE FILL AROUND SLEEVE, FILL TO EXTEND FULL WIDTH OF FTG. FOOTING ELEVATION 77-277-2720,,= DD - PIPE THRU FOOTING DETAIL SCALE: 3/4" = P-0" END Fx INTERSECTION � - U.O.N. 0 BARS AT LAP HORIZ. REINF. =RS AND PER REBAR LAP P. SCHED., TYP. CORNER ANGLE CC - FTG. & WALL REINF. PLAN SCALE: 1" =1'-0" REINFORCING BAR HOOKS & BENDS 4d (21/2" MIN.) LOU MIN. INSIDE BAR SIZE BEND•"D" #3 TO #8 6d #9 TO #11 8d #14 & #18 lOd STIRRUP & TIE HOOKS & BENDS d + X cu goo 135° MIN, INSIDE BAR SIZE BEND•"D" #3 TO #5 4d #6 TO #8 6d PERMIT,ft 0 %6y ZO 7 t BUTTE COUNTY DEVELOPMENT SI REVIEWED FOR LAP SPLICES CODE COMPLIANCE 1 B, LAP PER 6 SCHEDULE 1 �— 16 ga TIE WIRE NOTE: FOR CMU, LAP 48 BAR •, U.O.N. LAP SCHEDULE BAR SIZE 2500 3000 4000 #3 Gr. 40 17 15 13 14 12 10 #3 Gr. 60 25 22 19 19 17 15 #4 Gr. 60 32 29 25 25 22 19 #5 Gr. 60 40 36 31 31 28 24 #6 Gr. 60 48 43 37 37 33 29 #7 Gr. 60 70 63 54 53 48 42 #8 Gr. 60 79 72 62 61 55 48 #9 Gr. 60 89 81 70 68 62 54 #10 Gr. 60 100 91 79 77 70 61 [#11 Gr. 60 111 101 87 86 78 67 CONCRETE f (psi) TOP BARS, TYP. OTHER BARS, TYP. NOTES: 1. INCREASE LAP LENGTHS 33% FOR LIGHTWEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS 3. LAP LENGTH IN INCHES BB - REBAR HOOKS LAPS & BENDS SCALE: 1" =1'-0" w . /a .. AM v v RUSSELL �l ` { GAL LANAY -ASSOCIA�TES�nc. it m- 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com PROJECT JIM BRINSON ACTIVITY CENTER OWNER DURHAM PARKS PROJECT ADDRESS 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 eng No. plgAgl CIVQ,- CONTROL JOINT CONSTRUCTION JOINT RGApRo;EcT# PLAN CHECK # DRAWN SEE PLAN FOR WHERE CHECKED o OCCURS BID SET DDENDUM #2 i is 4 _ I I— .p�J.o• ao aoaJ o�<o�J<o�Jao• onJ �: VE #4 CONT. AT EDGE OF PORCH. C C C o .p 0' - 6" EMBED CONT. REINF. 4" MIN. INTO III— _——_ BACK CHECK MIN. MAIN BLDG. SLAB w/ SET -XP EPDXY EDGE OF PORCH SLAB STEP IN SLAB DETAIL NOTES: R00s'S ' ON GRADE SHALL BE PLACED ON 2. CONSTRUCTION OR CONTROL JOINTS ��'�j7,1.EDSUBGRADE PER SOILS SHALL BE PLACED 10'-0"o.c. MAX LOCATE CODE C( ' OR�f �Z"NERAL NOTES ON SHT. Sl. AT WALL LINES WHERE POSSIBLE. JAN 2 7 2017 AA - SLAB ON GRADE DETAILS SCALE: 1" =1'-0" 16-406 CP DR 09/16/2016 10/14/2016 10/25/2016 01/17/2017 DIFFUSER, REGISTER, & GRILLE SCHEDULE f -4110 �- SUPPLY EXAMPLE OF SIZE CALLOUT TYPE x 8)CD1, iCFM 8 -'240f- BALANCE TO RETURN INDICATED SIZE OF BRANCH DUCT TO DIFFUSER EXHAUST -------------------------------------------- SYMBOL DESCRIPTION CD1 CEILING DIFFUSER - 1 "TITUS" MODEL MCD, MODULAR CORE, STEEL CONSTRUCTION, FRAME TYPE 3 FOR T -BAR INSTALLATION. DIFFUSER, SIZE AND BLOW PATTERN AS INDICATED ON DRAWINGS. FURNISH WITH AG -95 OPPOSED BLADE DAMPER AND OFF-WHITE FINISH. CD2 CEILING DIFFUSER - 2 "TITUS" MODEL MCD, STEEL CONSTRUCTION, FRAME TYPE 6 FOR SURFACE MOUNTING. FURNISH WITH AG -95 OPPOSED BLADE DAMPER AND OFF-WHITE FINISH. SIZE AND BLOW PATTERN AS INDICATED ON DRAWINGS. R1 RETURN REGISTER - 1 "TITUS" MODEL 50F, Y2"xY2"x1" EGG -CRATE GRID, ALUMINUM CONSTRUCTION, FRAME TYPE 3 FOR T -BAR INSTALLATION, OPPOSED BLADE DAMPER, OFF-WHITE PAINT, SIZE AS INDICATED ON DRAWINGS. R2 RETURN REGISTER - 2 "TITUS" MODEL 50F, Y"xY"x1" EGG -CRATE GRID, ALUMINUM CONSTRUCTION, FRAME TYPE FOR SURFACE MOUNTING, OPPOSED BLADE DAMPER, OFF-WHITE PAINT, SIZE AS INDICATED ON DRAWINGS. APPLICABLE CODES CODES: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A) STATE OF CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, BUILDING STANDARDS: 2013 EDITION OF THE CALIFORNIA BUILDING CODE. 2013 EDITION OF THE CALIFORNIA ELECTRICAL CODE. 2013 EDITION OF THE CALIFORNIA MECHANICAL CODE. 2013 EDITION OF THE CALIFORNIA PLUMBING CODE. 2013 EDITION OF THE CALIFORNIA ENERGY CODE. B) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) LIFE SAFETY CODE, CR. MECHANICAL ABBREVIATIONS AAV AUTOMATIC AIR VENT MAX MAXIMUM ABV ABOVE MBH BTU PER HOUR (THOUSAND) ABC, OH ABOVE CEILING, OVERHEAD MC MECHANICAL CONTRACTOR AC AIR CONDITIONING MIN MINIMUM AD ACCESS DOOR MPS MEDIUM PRESSURE STEAM ADA AMERICANS W/ DISABILITIES ACT (N) (E) NEW, EXISTING AE AIR EXTRACTOR N.C. NORMALLY CLOSED AFF ABOVE FINISHED FLOOR NEG NEGATIVE AL ACOUSTICALLY LINED NIC NOT IN CONTRACT AHU AIR HANDLING UNIT N.O. NORMALLY OPEN APD AIR PRESSURE DROP OBD OPPOSED BLADE DAMPER BHP BRAKE HORSEPOWER OC ON CENTER BOD BOTTOM OF DUCT OP OPERATING BR BRANCH PH PHASE BTU BRITISH THERMAL UNIT POC POINT OF CONNECTION BTUH BTU PER HOUR PSI POUNDS PER SQUARE INCH CAV CONSTANT AIR VOLUME PT PRESSURE TREATED CD CONDENSATE DRAIN PTDF PRESSURE TREATED DOUGLAS FIR CFM, f CUBIC FEET OF AIR PER MINUTE P&TRV PRESSURE & TEMPERATURE RELIEF CFS CUBIC FEET PER SECOND VALVE CL CENTERLINE RPBP REDUCED PRESSURE BACKFLOW CO CLEANOUT PREVENTER CONC. CONCRETE (R) (D) RISE, DROP CONN. CONNECT RD, OFL ROOF DRAIN, OVERFLOW CR CONDENSATE RETURN (STEAM) REF ROOF EXHAUST FAN CS CURRENT SENSOR REQ'D REQUIRED CU CONDENSING UNIT RL REFRIGERANT LIQUID CU FT CUBIC FEET RPM REVOLUTIONS PER MINUTE CU IN CUBIC INCHES RS REFRIGERANT SUCTION, CVB CONSTANT VOLUME BOX SM SHEET METAL CW COLD WATER SMS SHEET METAL SCREWS DB DRY BULB ST SMS SELF TAPPING SHEET METAL SCREW DF DOUGLAS FIR SOV SHUT OFF VALVE DIA, 0 DIAMETER SS STAINLESS STEEL DSP DUCT STATIC PRESSURE SENSOR STL STEEL EA, OA, RA, SA EXHAUST, OUTSIDE, RETURN & TA, FA TO ABOVE, FROM ABOVE SUPPLY AIR TB, FB TO BELOW, FROM BELOW E.C. ELECTRICAL CONTRACTOR TBR TO BE REMOVED ESP EXTERNAL STATIC PRESSURE TCC TEMPERATURE CONTROL EWT ENTERING WATER TEMPERATURE CONTRACTOR FA FACE AREA (SQUARE FEET) TCP TEMPERATURE CONTROL PANEL FC FLEXIBLE CONNECTION THK THICK FLA FULL LOAD AMPS TR TO REMAIN FPI FINS PER INCH TSP TOTAL STATIC PRESSURE FPM FEET PER MINUTE TV TURNING VANES GALV. GALVANIZED TYP TYPICAL GA GAUGE UCD UNDER CUT DOOR GC GENERAL CONTRACTOR UG, OF UNDERGROUND, UNDERFLOOR HP HORSE POWER UON UNLESS OTHERWISE NOTED HWS HOT WATER SUPPLY UTR UP THROUGH ROOF HWR HOT WATER RETURN VAC VOLTS ALTERNATING CURRENT HZ FREQUENCY (HERTZ) VFD VARIABLE FREQUENCY DRIVE LBS POUNDS WB WET BULB LRA LOCKED ROTOR AMPS WG WATER GAUGE LWT LEAVING WATER TEMPERATURE WOG WATER OIL GAS PRESSURE RATING MAV MANUAL AIR VENT WP WATER PRESSURE (OFCI) OWNER FURNISHED CONTRACTOR WPD WATER PRESSURE DROP INSTALLED WT, AT WATERTIGHT, AIRTIGHT MECHANICAL LEGEND UNIT TYPE UNIT NUMBER - DETAIL NUMBER - SHEET NUMBER ON WHICH DETAIL IS FOUND _ SECTION NUMBER SHEET ON WHICH SECTION IS FOUND 10x12 AL 1002 AL ACOUSTICALLY LINED DUCT - DIMENSIONS ARE OUTSIDE BRANCH TAKE -OFF WITH SPLITTER DAMPER & W/ THROAT SIZE AS INDICATED. TRANSITION TO DUCT T SIZES SHOWN. R(D) ;RRD DUCT RISE (DROP) IN DIRECTION OF AIR FLOW 800 silo DUCT - WIDTH x DEPTH LATERAL WITH CONICAL TRANSITION TO DUCT SIZES INDICATED CONICAL TEE FROM RECTANGULAR TO ROUND BRANCH 45' ENTRY TEE, RECTANGULAR BRANCH, RECTANGULAR MAIN - 45' WYE, CONICAL MAIN AND BRANCH WITH 45' ELBOW, BRANCH 90' TO MAIN /RADIUS=1.5xO 1316— w 7 1 c3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR coOE COMPLIANCE BYTE= REVIEWED FOR CODE COMPLIANCE JAN 2 7 2017 TRB AND ASSOCIATES 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 TEE WITH ADJUSTABLE EXTRACTOR. RECTANGULAR MAIN, AE RECTANGULAR BRANCH RADIUS ELL. SEE SPECS. SQUARE ELL WITH TURNING VANES s"� sxs 6"0 Cj sxs TRANSITION ROUND TO RECTANGULAR VERTICAL DUCT RISE OR DROP �X DUCTS, PIPES, OR EQUIPMENT TO BE REMOVED ®vi ® DUCT DROP OR RISE THRU ROOF OR FLOOR RETURN, OUTSIDE, OR EXHAUST AIR DUCT ® SUPPLY DUCT AD F > ACCESS DOOR —� AUTOMATIC CONTROL DAMPER '—I MAD MANUAL AIR DAMPER —1• VOLUME DAMPER WITH REMOTE BALANCING DEVICE F FIRE DAMPER FS FIRE SMOKE DAMPER SD SMOKE DETECTOR SP DUCT STATIC PRESSURE SENSOR O STAT THERMOSTAT HOT GAS LINE RL REFRIGERANT LIQUID (L REFRIGERANT SUCTION 1316— w 7 1 c3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR coOE COMPLIANCE BYTE= REVIEWED FOR CODE COMPLIANCE JAN 2 7 2017 TRB AND ASSOCIATES 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 P9 SHEET DESCRIPTION M0.1 MECHANICAL LEGEND AND NOTES Lu W Q E JU (L a �0 >>N �c m ico 1U r w 6 C� E N � a P9 SHEET DESCRIPTION M0.1 MECHANICAL LEGEND AND NOTES 9 MECHANICAL FLOOR PLAN SCALE: 3/16"=1'-0" GYMNASIUM OCCUPANCY (MAX.) = 153 (OCCUPANT) GYMNASIUM AREA = 4,600 Soft VENTILATION PER 2013 CMC TABLE 402.1 OCCUPANCY AIRFLOW RATE: N/A AREA AIRFLOW RATE 4,600ft2 x 0.30 CFM/ft2 = 1,380 CFM TOTAL VENTILATION= 1,380 CFM VENTILATION PER 2013 CEC TABLE 120.1—A REQUIRED VENTILATION 4,600ft2 x 0.50 CFM/ft2 = 2,300 CFM SET VENTILATION= 7,600 CFM (DESIGN INTENT OF APPROX. 4 ACH) FRESH AIR INLET FROM FIXED WALL LOUVER (FOR ONE FAN) AND ROLL UP DOOR KEY NOTES: O1 PROVIDE 24X12 TRANSFER GRILLE ON DOOR O REFRIGERANT LINES THRU WALL @±14" AFF, DETAILS SEE C M5.2 PERMIT # Gj16-2071 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE n DATE - % - / 7 BY�- REVIEVIJED FOR CODE COMPLIANCE JAN 2 7 2017 TR13 AND ASSOCIATES www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 J = O O Z W Z N N O G W c lh co = Z = to m fp_pD W 2 C W W- N W cm �4S `- LL O T N X a p uj WQa E it U � ~ N '0'^ vJ ro Q s N y C W n 5 m U w` v� N fA e SHEET DESCRIPTION M2.1 MECHANICAL FLOOR PLAN n9 CEF' MOUNTING CHANNEL (BY FAN MFR.) XHAUST DUCT CONNECTION CEILING --FRAM I N G F (TYP.) 12 GA. WIRE ATTACHED TO STRUCTURE ABOVE. 2 PER GRILLE ON APPOSING CORNERS. B M5.1 B M5.1 12 GA. WIRE OR 1"X20 GA. STRAP ALL FLEX DUCT CONNECTIONS ATTACHED TO PER MANUFACTURER'S STRUCTURE ABOVE INSTALLATION INSTRUCTIONS. FLEX DUCT SEE SPECS CONNECTION TYPE PER PLANS '� L ALTERNATE C -CAN GYP BOARD CEILING ATTACHED TO DIFFUSER SECURE CHANNEL TO EXHAUST GRILLE (BY WITH MIN. (2) #10 S.M. FRAMING WITH 2 #10 SMS FAN MFR.) SCREWS AND DUCT TAPE \[ EACH END OF CHANNEL, (4) SIDES. *SEE NOTE 1 FLEX BAND 2" WIDE GSM THERMAFLEX SNAPLOCK STEEL logTYP. OF (2) CHANNELS STRAP 26 GA. MIN. *SEE DRAW BAND 1 BAND OVER CEILING FAN MOUNTING NO SCALE "B -LINE" B-12, 1 5/8" X 1 5/8" X 12GA CHANNEL (4) POUND ROD STIFFER IF OVER 18" LONG LOCKNUT ANGLES TO ROD & NUT. LOCKNUT ROD TO UNIT THREADED MOUNTING HOLE n mw 18 GA MIN TRUSS TOP CHORD, JOIST, OR BLKG PROVIDE THIMBLE ADN (2) U -BOLTS FOR EACH END (TYP) >. 45' TYP. "B -LINE" B-12, 1 5/8" X 1 5/8" X 12GA CHANNEL CONNECTION AT TOP OF WIRE ROPE „ p r .. . PLAN VIEW UNIT HEATER MOUNTING DETAIL NO SCALE SECURE FAN HOUSING TO NOTE 2 TAPE AND INSIDE LINER, 1 AT 6" O.C. BAND ON OUTSIDE BARRIER. *NOTES: w== sag i W W (TYP BOTH ENDS). VENTURE HOUSING GUARD �� I � 4" DEEP [EDJ-430,WALL I� TAPE FLEXIBLE DUCT TAPE DETAILS 1. C -CAN WITH ROUND COLLAR IN SIDE OF PLENUM, TO BE USED ONLY WHERE SPACE LIMITATION WILL NOT ALLOW OVER FIRST LINER. FOR FLEX DUCT TO MAKE A FULL RADIUS 90' BEND INTO TOP OF STANDARD C -CAN. m �J 2. MAXIMUM HANGER SPACING 48" O.C. MAXIMUM SAG BETWEEN HANGERS IS 1/2" PER FOOT, 2" MAXIMUM. ° U_ 3. SEE UPPER ATTACHMENT DETAILS FOR HANGER WIRE SUPPORT TO STRUCTURE. 14GA. WALL HOUSING 4. RIGID DUCTING MAY BE USED IN LIEU OF FLEXIBLE DUCTING. 2"X2")0/8" ANGLE SUPPORT TRUSSES ALTERNATE DIFFUSERZGRILLE MOUNTING DETAIL. C >>� 3 PER SIDE) SIDEWALL NO SCALE EXHAUST FAN MOUNTING DETAIL. /-BOTTOM CHORD 11 1f- (2)# 10 SMS BACKING PLATE 19� 18 GA MIN TRUSS TOP CHORD, JOIST, OR BLKG PROVIDE THIMBLE ADN (2) U -BOLTS FOR EACH END (TYP) >. 45' TYP. "B -LINE" B-12, 1 5/8" X 1 5/8" X 12GA CHANNEL CONNECTION AT TOP OF WIRE ROPE „ p r .. . PLAN VIEW UNIT HEATER MOUNTING DETAIL NO SCALE SECURE FAN HOUSING TO ANGLE WITH #10 SMS SCREW AT 6" O.C. SIDE EXHAUST FAN n 1Y" w== sag i W W Oil,� ° "GREENHECK" HOUSING GUARD �� I � 4" DEEP [EDJ-430,WALL I� SECURE TO WALL MOUNT—�i o „ o I GALV. LOUVER W// HOUSING WITH SHEET MESS BIRD SCREEN MTL. SCREWS AS REQ'D. i I m �J CONDUIT HOLE ° U_ 14GA. WALL HOUSING BY FAN MFR. ----- 2"X2")0/8" ANGLE SUPPORT "OX1 %" SCREWS AT 12" O.C. (MIN. >>� 3 PER SIDE) SIDEWALL EXHAUST FAN MOUNTING DETAIL. NO SCALE 11041111 SECURE ROD TO OVER- HEAD CONSTRUCTION WITH ANGLE CLIP (MIN. WIDE x (2) 3/ ' THICK) 8"BO TS AND NUTS & WASHERS (TYP.) ROOF, STRUCTURE, SEE STRUCTURAL PLANS SHUT-OFF COCK UNION 6" DIRT LEG FLEXIBLE CONNECTION ------ FURNACE 1/8" GALV. AIRCRAFT CABLE, SECURE TO OVERHEAD 45' CONSTRUCTION, (1) (TYP• EACH CORNER ------- #12 S.M.S. DO NOT DAMAGE ---- 2"X2"XYe" ANGLE SUPPORT TO FURNACE AND CHANNEL AT BOTTOM (TYP. 6) j "B -LINE" 2316"x 1 %" 12GA CHANNEL SUPPORT GAS PIPING, SEE PLAN FOR SIZE ALLOW ACCESS TO EQUIPMENT CHANGER ROD F 45' P. PLAN VIEW 31s"O WIRE ROPE FRONT SIDE OF FURNACE SUSPEND UNIT WITH (4) 3/8" THREADED HANGER RODS, LENGTH AS REQ'D., WITH NUTS "& WASHERS (TYP. EACH CORNER) EFRIGERANT SUCTION REFRIGERANT LIQUID 3" VENT PIPE 3" COMBUSTION AIR PIPE CASED DX COIL FLEXIBLE CONNECTION INTERNAL COMPONENTS OF v 3/4" SECONDARY CD FURNACE. 2" HIGH P -TRAP WITH 2" HIGH P -TRAP, 2"X2"XY" ANGLE SUPPORT 7P—TRPAAPP /4"CD, ROUTE PER PLANS SEE PLAN FOR (TYP. 6) ESTONE NEUTRALIZING KIT, ROUTING "OX1 X" SCREWSRCO" 89025-1 OR EQUAL "B—LINE" 2�6"x1%" BY FURNACE MFR. 12GA CHANNEL SUPPORT (TYP. 2) NOTE: LOCATE UNITS AS REQ'D. TO PROVIDE CODE CLEARENCES TO ELECTRICAL PANELS r,'N� FURNACE/COOLING COIL MOUNTING DETAILS NO SCALE 12 GA. WIRE OR 1 "X20 GA. STRAP ATTACHED TO STRUCTURE ABOVE ME ALL FLEX DUCT CONNECTIONS— TYPICAL CONNECTION TYPE PER PLANS -- - 2 THERMALFLEX SNAPLOCK STL. METAL BANDS REQUIRED. 1 BAND ON THE INSIDE LINER AND 1 BAND ON OUTSIDE BARRIER (TYP BOTH ENDS) FLEX DUCT FLEX BAND 2" WIDE GSM STRAP 26 SEE SPECS GA. MIN. *SEE NOTE 1 MINIMUM RADIUS (2) THERMALFLEX IS 1 X DUCT DIAMETER SNAPLOCK STL METAL BANDS (2) 12 GA. WIRE ATTACHED TO STRUCTURE ABOVE. 2 PER GRILLE ON STANDARD C -CAN APPOSING CORNERS. ATTACHED TO DIFFUSER WITH MIN. (2) #10 S.M. (2) CEILING WIRE TABS SCREWS AND DUCT TAPE TO BE INTEGRATED (4) SIDES WITH C -CAN SEE B 12 GA. WIRE M5.1 PER WIRE A CHMENT *NOTE: INSIDE LINER FLEX DUCT 1. MAXIMUM HANGER SPACING 48" O.C. OUTSIDE MAXIMUM SAG BETWEEN HANGERS IS FLEX DUCT BARRIER 1/2" PER FOOT.(2" MAX.) INSULATION 2. SEE UPPER ATTACHMENT DETAILS (2) THERMALFLEX FOR HANGER WIRE SUPPORT TO o 111 SNAPLOCK STEEL STRUCTURE. METAL BANDS INSIDE LINER WITH 3. FOR RIGID DUCT CONNECTIONS VENTURE TAPE `(WIRE TABSG MOUNTING OF DIFFUSER WITH (2)HANGER FLEXIBLE DUCT WIRES SHALL BE SIMILAR. TAPE AND STL. METAL BAND STANDA C -CAN 0AD IFFUSER GRILLE MOUNTING DETAIL. NO SCALE (2)TOP CHORD -J SECURE STRAP TO BLOCKING W/(2)#12 SMS 3%"x1 8GA MTL. BLOCKING NOTE: SECURE STRAP TO BLOCKING ONLY 18 GA MIN TRUSS TOP CHORD, JOIST, OR BLKG UPPER NO SCALE 20 GA x 1" GSM STRAP STRUCTURED TRUSSES (SEE STRUCTURAL PLANS) ATTACHMENT DETAIL IBLE W/ 2 :ND architecture + engine RUSSELL, GALLAWAY ASSOCIATES Jnc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 _ z � U W Z EQ M m 1Y" w== sag i W W NOTE: SECURE STRAP TO BLOCKING ONLY 18 GA MIN TRUSS TOP CHORD, JOIST, OR BLKG UPPER NO SCALE 20 GA x 1" GSM STRAP STRUCTURED TRUSSES (SEE STRUCTURAL PLANS) ATTACHMENT DETAIL IBLE W/ 2 :ND architecture + engine RUSSELL, GALLAWAY ASSOCIATES Jnc. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 _ z � U W Z E M m w== sag i W W m m V N m WH $ a JU It U) >>� �¢ 19� m L-.001 N (n � QROFESS/pN\ .off Jo: Na M-028557 Z Ew, Q/30/= .•tFc WIRE PERMIT #� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE egg arch DATE -2 --! % BY %A13 . RGA PROJECT # 15 -XXX DRAWN CHECKED STATUS DATE 2016.12.18 REVIEIN12D FOR CODE COMPLIANCE JAN 2 7 2017 TRS AND ASSOCIATES SHEET DESCRIPTION M5.1 MECHANICAL DETAILS lug SEAL AROUND FLASHING IAIATr'I'1 -r1^1 IT IAIITII flr'A1 A\IT RUN WALL OUTSIDE FINISI FLASHING. ANGLED S.M. PIPE FLASH REFRIGERANT LINES. PROI W/ VENTURE TAPE 1507 AROUND BOTH LINES SEAL AROUND REFRIGERAI LINES AT FLASHING WATEf TIGHT WITH MASTIC SUCTION W/ AP AROUND ARMAFLEX INSULATION REFER. PIPING UP IN WALL METAL STUD BLOCKING IN STUD WALL SECURE FLASHING TO BLOCKING WITH #12 SMS AT EACH CORNER REFRIGERANT LINS THRU WALL NO SCALE GRILL "TITUS" MODEL 23RS METAL ROOF JSKIN" ELF 6375, DEEP GALV. LIVER W/ 37Y" STAT ADE ANGLE NOT EAC COUNTER BALANCED BACKDRAFT DAMPER "RUSKIN" MODEL BD2/A1 3/"0X11" SCREWS —J AT 12" O.C. (MIN. 3 PER SIDE) SIDEWALL LOUVER MOUNTING DETAIL SECTION A -A NO SCALE FRANCE AROUND CURB — CRICKET UPSLOPE SIDE r-• O 'ECURE DAMPER TO CURB V/ %"x2" LAG BOLTS. 12" ).C. MAX. SEAL ALL AROUND �.T. 3.D.D. BY FAN MFR. SEAL WATER TIGHT ALL AROUND 5/8" DIA. THRU BOLT W/ VASHERS & NUTS. 24" O.C. (MIN. 2) PER SIDE). CAULK OVER iEADS BOLT W/ WASHER. (MIN (1) PER 55/8"x18GA MTL. BLOCKING, BEND VEB W/2-#10 SMS TO JOISTS, A END CURB BASE SHAPE TO AP EXPOSED INSULATED LINE 2 LAYERS OF VENTURE TAPE )7 FOR UV PROTECTION. WRAP FH LINES TOGETHER RL 2 CONCRETE PAD POURED 4" ABOVE SURROUNDING AREA WHERE SOIL OCCURS, PROVIDE THICKENED EDGE T ALLOW DRAINAGE CURB FLANGE FOR METAL ROOF RIB, TYP MIN 10" ABOVE METAL ROOF FIN ROOF CURB BASE SHAPE TO GO OVER METAL ROOF RIBS & CAULK 3%"x18GA MTL. BLOCKING, - BEND WEB W/2-#10 SMS TO JOISTS, EA END DUCT ROOFING AROUND CURB SHALL BE IN ACCORDANCE W/ROOFING MANUFACTURE GUIDELINES. THERE SHALL BE NO TRAPPED WATER AT HIGH SIDE ROOF CURB "THY" MODEL TC-3MBDN CURB SHAPED FOR ROOF PITCH W/ TOP LEVEL. - - SECURE FAN W/ 3/8"x1 %" LAG BOLT W/ WASHER. (MIN (1) PER FR)SKIRT INTEGRAL CRICKET CURB BASE SHAPE TO GO UNDER METAL N ROOF RIBS & CAULK SET BOLT IN MASTIC EXH DUCTS THAT DISCHARGE INTO A COMMON PLENUM SHALL NOT DISCHARGE DIRECTLY INTO EACH OTHER. STAGGER DUCTS TO NOT BLOW INTO EACH OTHER. SECTION B -B NO SCALE ROOF AIR CAP MOUNTING DETAILS NO SCALE STRAP (FIELD SUPPLIED) jlk COMBUSTION AIR x V WENT rr MAXIMUM A►93392 zo7I rrf,M�TBUTTE COUNTY DEVEI.OPMENi SERVICES REV11=WED FOR CODE CO%UIF'LIE 13, ATE .2' %—/ T BY� NOTE: Securing Strap must be field installed to prevent movement of termination kit in side wall. CONDENCENT UNIT MOUNTING DETAILS CONC No SCALE e SCALE IC VENT KIT MOUNTING DETAILS REVIEWED FOR CODE COMPLIANCE JAN 2 7 2017 TRB ARID ASSOCIATES www.rgcchico.coml JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 C7 N In ..c= tU 0 0 W Z N N WE Z ,UA, Z K W CD N lQj G� >- N U) m Z a JU 120 U) U)m �QQ U w` f o 1-10011 1E N �o QROFESS/pN'� \" No. Y-028557 m EqL 0/30/201 •'�FC eng arch SHEET DESCRIPTION M5.2 MECHANICAL DETAILS F9 Specifications I .GENERAL: A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND, NOT LATER THAN SEVEN (7) DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITY, INCONSISTENCY, OR ERROR THEREIN WHICH MAYBE DISCOVERED. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ARCHITECT. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AMBIGUITY, INCONSISTENCY, OR ERROR ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN THEIR BID, LABOR, MATERIALS, AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE IN BEHALF OF THE CONTRACTOR DUE TO HI5 FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. B. THE PERSON SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR 175 PROMPT DELIVERY. FAILURE TO REQUEST CLARIFICATION OF ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY. THE SIGNING OF THE CONTRACT WILL BE CONSIDERED IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. C. THIS PROJECT REQUIRES A VERY HIGH LEVEL OF COORDINATION AND COOPERATION WITH OWNER, ARCHITECT, OTHER TRADES, VENDORS, AND SPECIALITY CONTRACTORS. THE CONTRACTORS SHALL OBTAIN AND STUDY SHOP DRAWINGS OF ALL ELECTRICALLY -CONNECTED EQUIPMENT AND SHALL ADJUST POINTS OF CONNECTIONS, LOCATIONS, AND MOUNTING HEIGHTS PRIOR TO ROUGH -IN. D. THE ARCHITECTURAL, CIVIL, MECHANICAL, AND INTERIOR DRAWINGS CONTAIN DETAILED DESCRIPTIONS, CIRCUITING, AND CONNECTION REQUIREMENTS WHICH ARE PART OF DIVISION I G RESPONSIBILITIES. THE ELECTRICAL CONTRACTOR SHOULD NOT SUBMIT BIDS ON THIS PROJECT BEFORE REVIEWING ALL PROJECT DRAWINGS, SPECIFICATIONS, AND ADDENDA. E. PROVIDE ALL LABOR MATERIALS, EQUIPMENT, TOOLS, ACCESSORIES, ETC. NECESSARY TO ACCOMPLISH A COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND GENERAL NOTES. THI5 SHALL ALSO INCLUDE ALL CONDUIT, CIRCUITING, AND EQUIPMENT HOOK UP THAT I5 SHOWN ON THE MECHANICAL DRAWINGS BUT MAY NOT NECESSARY BE SHOWN ON THE ELECTRICAL DRAWINGS. F. THE WORK IN GENERAL SHALL CONSIST OF, BUT NOT NECESSARILY LIMITED TO THE FOLLOWING: - FURNISHING AND INSTALLING ALL FIXTURES WITH LAMPS AS INDICATED ON THE DRAWINGS AND AND AS SPECIFIED HEREIN UNLESS NOTED. - FURNISHING AND INSTALLING ALL ELECTRICAL WORK, PANELS, SERVICE, CONDUIT, WIRING, ETC., FOR ALL OUTLETS AND EQUIPMENT. - FURNISHING AND INSTALLING ALL TELEPHONE AND DATA OUTLETS, CONDUITS WITH PULL STRINGS AND TELEPHONE MOUNTING BOARDS INCLUDING CONDUIT FROM TELEPHONE MOUNTING BOARD TO THE BUILDING ENTRANCE AS INDICATED ON THE PLAN. - FURNISHING AND INSTALLING ALL MOTORS STARTERS AND CONTROL COMPONENTS, NOT SPECIFICALLY SPECIFIED TO BE FURNISHED IN ACCORDANCE WITH OTHER SECTIONS OF THE SPECIFICATIONS. - FURNISHING AND INSTALLING ALL POWER AND WIRING EXCEPT THAT WHICH 15 PRE- WIRED IN FACTORY ASSEMBLED EQUIPMENT. - INSTALLING ALL LINE VOLTAGE MECHANICAL CONTROL WIRING AND ASSOCIATED CONTROLS WHICH ARE FURNISHED BY THE MECHANICAL CONTRACTOR (LOW VOLTAGE CONTROL WIRING AND CONTROLS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR) - PAINTING WORK AS DESCRIBED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS. CLEAN AND PREPARE ALL SURFACES READY FOR PAINTING. - PROVIDE TEMPORARY CONSTRUCTION POWER AS OUTLINED BELOW. THIS SERVICE SHALL BE MAINTAINED THROUGHOUT THE ENTIRE JOB AS THE WORK PROGRESSES. PROVIDE OUTLETS AT CONVENIENT POINTS AND IN SUFFICIENT NUMBERS 50 THAT NO EXTENSION CORD OVER 50 FEET IN LENGTH IS REQUIRED TO REACH ANY WORK POINT. MAINTAIN GENERAL LIGHTING IN CORRIDORS, STAIRS, BASEMENT AND OTHER AREAS NOT RECEIVING SUFFICIENT DAYLIGHT REQUIRED FOR SAFETY. REMOVE TEMPORARY WORK AS RAPIDLY AS REQUIRED FOR OR ALLOWED BY INSTALLATION OF PERMANENT WORK. - CERTAIN ITEMS OF WORK BY OTHER TRADES WILL BE NECE55AR YFOR THE COMPLETION OF WORK UNDER THIS DIVISION. COOPERATE WITH OTHER TRADES AND ARRANGE FOR THESE ITEMS TO BE PERFORMED IN ORDERLY COURSE. - THI5 CONTRACTOR SHALL REVIEW THE MECHANICAL CONTROL REQUIREMENTS AS SPECIFIED AND SHOWN ON THE DRAWINGS AND SHALL FURNISH AND INSTALL ALL NECESSARY CONDUIT, WIRING, BOXES, PROTECTIVE CEVICE5, SWITCHES, ETC., FOR THE COMPLETION AND PROPER OPERATION OF THE SYSTEMS. - REVIEW ALL DRAWINGS AND ALL SPECIFICATIONS FOR EACH SECTION OF WORK. UNLESS SPECIFICALLY NOTED OTHERWISE, HEREIN OR ELSEWHERE, FURNISH AND INSTALL ITEMS OF ANY ELECTRICAL NATURE REQUIRED FOR COMPLETION OF WORK FOR OTHER TRADES, WHETHER OR NOT SAME IS SHOWN OR NOTED IN THI5 OR OTHER SECTIONS. 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO VERBALLYAPPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. 3. CONTRACTOR SHALL VI51T THE SITE AND BECOME FAMILIAR WITH ALL EXISTING AND PROPOSED CONDITIONS WHICH MAY AFFECT THE COURSE OF THEIR WORK PRIOR TO SUBMITTING A BID ON THI5 PROJECT. NO EXTRAS WILL BE BE ALLOWED FOR FAILURE TO COMPLY WITH THI5 REQUIREMENT. 4. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO TRENCHING. PROVIDE NECESSARY TRENCHING, BACKFILL EXCAVATION, SUPPORTS, SERVICE FEEDERS (CONDUIT AND/OR WIRE), PULLBOXE5, TRANSFORMER PADS, 5AWCUTTING, AND PATCHING, CONCRETE/PAVING, ETC. AS REQUIRED BY THE LOCAL UTILITY Co. SPECIFICATIONS. CONTRACTOR SHALL VERIFY WITH THE UTILITY Co. EXACT SIZE OF SERVICE TRANSFORMER AND PAD PRIOR TO THE START OF THE PROJECT. BACKFILL TRENCHES TO 90% COMPACTION AND PATCH TO MATCH EXISTING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY Co. DRAWINGS AND REQUIREMENTS PRIOR TO COMMENCING WORK ON THE UNDERGROUND. 5. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ADOPTED 'IBC', 'IFC', AND 'NEC' CODES AND ORDINANCES. G. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN THE FIELD PRIOR COMMENCEMENT OF WORK. 7. OWNER TO OBTAIN AND PAY FOR ALL BUILDING AND WORKING PERMITS AND INSPECTION FEES REQUIRED FOR THIS PROJECT. 8. PROPOSED SUBSTITUTIONS OF ELECTRICAL EQUIPMENT OR REQUEST FOR" OR EQUAL" OR "APPROVED EQUAL" LISTING SHALL BE SUBMITTED TO ARCHITECT NOT LAST THAN TEN (10) WORKING DAYS PRIOR TO BID. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. PROVIDE RECORD DRAWINGS TO THE ARCHITECT. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTING5, ETC. 10. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. 1 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH 15 DAMAGED DUE TO INCORRECT FIELD WIRING OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 12. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TE5T5 SHOW THAT WORK IS DEFECTIVE CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. 13. IDENTIFY ALL EQUIPMENT, SWITCHBOARD CIRCUITS, AND ELECTRICALLY CONNECTED EQUIPMENT WITH ENGRAVED NAMEPLATES. NAMEPLATES SHALL BE FASTENED WITH A MINIMUM OF TWO (2) SCREWS. PANEL DIRECTORIES SHALL BE TYPED. 14. PANELS SHALL HAVE A FLAT TRIM, WITH HINGED DOOR. THE PANEL COVER SHALL BE LOCKABLE TYPE WITH BOLT -ON CIRCUIT BREAKERS. FWSH MOUNTED PANELS SHALL HAVE EMPTY CONDUITS STUBBED TO ACCESSIBLE ATTIC SPACE AS NOTED ON SINGLE LINE DIAGRAM. 15. ALL CIRCUITING SHALL BE IN CONDUIT. EMT WITH STEEL COMPRESSION FITTINGS MAY BE USED IN DRY, PROTECTED INTERIOR LOCATIONS. PVC SCHEDULE 40 WITH WRAPPED RIGID ELBOWS AND RISERS SHALL BE USED IN CONCRETE, BELOW GRADE, THROUGH- GRADE TRANSITIONS, AND STUB -UPS. RGS OR IMC SHALL BE USED IN ALL AREAS SUBJECT TO WEATHER OR MECHANICAL DAMAGE. ALL CIRCUITING SHALL BE CONCEALED. WHERE CONCEALMENT IS IMPRACTICAL, AND WITH THE SPECIFIC APPROVAL OF THE OWNER, SURFACE RACEWAY AND OUTLETS MAY BE INSTALLED AND FINISHED TO MATCH ADJACENT SURFACES. METAL -CLAD CABLE(TYPE MC) MAY BE USED, TYPE ENT RACEWAY 15 NOT ALLOWED. CONNECT RECESSED AND SUSPENDED LIGHT FIXTURES, MOTORIZED, AND VIBRATING EQUIPMENT WITH STEEL FLEX. ALL EMPTY CONDUIT SHALL HAVE PULL CORD. I G. WIRE SHALL BE COPPER, 75 DEGREE C RATED FOR GENERAL USE. FOR HID FIXTURES AND WIRING WITHIN 3 INCHES OF FLUORESCENT BALLAST WIRE SHALL BE COPPER, MINIMUM 90 DEGREE C RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30 DEGREE C AMBIENT. CONDUCTOR AMPACITY SHALL BE DERATED FOR HIGHER AMBIENT INSTALLATIONS. 17. FU5E5 AND CIRCUIT BREAKERS SHALL BE 51ZED PER ACTUAL NAMEPLATE OR EQUIPMENT SERVED. CIRCUIT BREAKERS SHALL BE RATED FOR THEIR RESPECTIVE APPUCATION5 (MOTOR CIRCUIT PROTECTOR, GROUND FAULT CIRCUIT INTERRUPTER, ARC FAULT CIRCUIT INTERRUPTER, ETC.). FUSES SHALL BE DUAL -ELEMENT, CURRENT LIMITING, SHALL BE INTERCHANGEABLE BETWEEN FRAME SIZES WITH STANDARD FACTORY FUSE REDUCERS. 18. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND OFF "SPECIFICATION GRADE". SERVICE EQUIPMENT SHALL BE FACTORY ASSEMBLED, 'UL' APPROVED COMMERCIAL GRADE, AND CONFIGURED PER SERVING UTILITY STANDARDS. PANEL BOARDS SHALL HAVE BOLT -ON CIRCUIT BREAKERS UNLESS OTHERWISE NOTED. WIRING DEVICES SHALL BE "SPECIFICATION GRADE" WITH NYLON PLATES AND IVORY IN COLOR UNLESS OTHERWISE NOTED. RAISED STEEL BOX COVERS MAY BE USED IN UTILITY AREAS. 19. SUBMIT G COPIES OF FACTORY SHOP DRAWINGS FOR ALL LIGHTING FIXTURES, SWITCHGEAR, PANELS, MOTOR CONTROL, WIRING DEVICES, ETC. PROPOSED FOR THIS PROJECT. PROPOSED SUBSTITUTIONS SHALL BE EQUAL OR SUPERIOR TO SPECIFIED ITEMS IN ALL RESPECTS. DETERMINATION OF EQUALITY REST SOLELY WITH THE ENGINEER. 20. INDICATED LOCATIONS OF ALL OUTLETS AND EQUIPMENT ARE SUBJECT TO CHANGE. SHIFT, RELOCATE, OR RECONFIGURE ANY OUTLET, EQUIPMENT OR CONNECTION POINT UP TO 10 FEET AS DIRECTED BY ENGINEER PRIOR TO WALLS BEING COVERED UP AT NO ADDED COST. 21. EMERGENCY LIGHTING HAS BEEN SHOWN WITH THE INTENT OF COMPLIANCE TO THE CURRENT'IBC' CODE. VERIFY COMPLIANCE WITH BUILDING INSPECTOR AND ADVISE IF ADDITIONAL EMERGENCY LIGHTING 15 REQUIRED. NOTIFICATION SHALL BE TIMELY IN ORDER TO MEET ALL SCHEDULES. CONNECT EXIT SIGNS TO THE NEAREST AVAILABLE UNSWITCHED EMERGENCY/ STAND-BY LIGHTNING CIRCUIT WITHIN THAT AREA. 22. INDICATED LAYOUTS, LAMP SELECTIONS, AND AIMING OF LIGHTING SYSTEM IS SUBJECT TO FIELD ADJUSTMENT. CONTRACTOR SHALL ADJUST, AIM, REPOSITION, AND RELAMP THE LIGHTING SYSTEM AS DIRECTED UNTIL THE ARCHITECT IS SATISFIED WITH RESULTS. 23. ALL PENETRATED FIRE RATED SURFACES SHALL BE FIRE SEALED WITH APPROVED'UL' LISTED SEALANTS AND SUBJECT TO SUBMIT TO APPROVAL. DO NOT EXCEED MAXIMUM ALLOWABLE SURFACE PENETRATIONS DEPENDING ON RATING OF SURFACES. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS TO DETERMINE WHERE PENETRATIONS THROUGH FIRE RATED SURFACES OCCUR ALL OUTLET OR JUNCTION BOXES INSTALLED IN FIR RATED CEILINGS OR WALLS SHALL HAVE 'UL' LISTED "PUTTY PADS" INSTALLED ON THEM PRIOR TO COVERING UP WALLS. "PUTTY PADS" ARE SUBJECT TO SUBMIT AL APPROVAL. 24. THE FIRE ALARM SYSTEM/ SECURITY SYSTEM 15 DE51GN BUILD: THE FIRE ALARM CONTRACTOR SHALL PROVIDE A COMPLETE ALARM SYSTEM IN FULL ACCORDANCE WITH LOCAL, STATE, AND ADA REQUIREMENTS. THESE DOCUMENTS DO NOT INDICATE ALL DEVICES, OUTLETS, CONNECTIONS, AND CIRCUITRY NECESSARY FOR A COMPLETE FIRE ALARM SYSTEM. CONTROL PANEL SHALL INCLUDE INTEGRAL STAND BY BATTERIES, CHARGER, AND MUNICIPAL TIE MODULE OR AGENCY- APPROVED AUTO -DIALER CONNECTED TO THE TELEPHONE SYSTEM (CONNECTION AND MONITORING CHARGES BY OWNER). CONTRACTOR SHALL INCLUDE AS REQUIRED, BUT NOT LIMITED TO, THE FOLLOWING 1) DOOR HOLD OPENS 2) HOOK-UP TO DUCT DETECTORS ON ALL UNITS RATED 2000CFM OR GREATER. 3) ALL FIRE/SMOKE DUMPERS AS NEEDED OR REQUIRED 4) PULL STATIONS 5) IONIZATION OR SMOKE DETECTORS IN HALLWAYS G) HORN/5TROBE5 7) FLOW AND TAMPER SWITCHES 8) ANNUNCIATOR PANEL 9) EVACUATION CALL SYSTEM WITH SPEAKERS PROVIDE FIRE MARSHAL APPROVED SHOP DRAWINGS TO THE ENGINEER FOR REFERENCE ONLY PRIOR TO COMMENCEMENT OF ROUGH IN. PROVIDE COMPLETE SYSTEM TESTING UPON COMPLETION OF INSTALLATION AND PRIOR TO FIELD ACCEPTANCE BY OWNER. 25. NOW METALIC AND FLEXIBLE METAL CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR, INCREASE CONDUIT SIZE AS REQUIRED. FLEXIBLE METAL CONDUIT SHALL NOT EXCEED 0-0" IN LENGTH. 2G. BOXES FOR TELEPHONE, TV, COMPUTER WIRING DEVICES, ETC. SHALL BE MINIMUM 4" SQUARE. 27. IN ADDITION TO EQUIPMENT, POWER FEEDERS, AND CONNECTIONS INDICATED ON THE ELECTRICAL DRAWINGS, PROVIDE 120VOLT CONTROL POWER CONNECTIONS TO SMOKE/FIRE DAMPERS, VAV BOXES TEMPERATURE CONTROL PANELS, DOOR HOLDING/LATCHING DEVICES, ETC., AS INDICATED IN THE MECHANICAL DRAWINGS AND SPECIFICATIONS. 28. SEE LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION PERTAINING TO FIXTURES, BALLASTS, AND LAMPS. 29. FINAL CONNECTION TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE TO EQUIPMENT ACTUALLY SUPPLIED. USE FLEXIBLE CONDUIT FOR CONNECTIONS TO EQUIPMENT THAT VIBRATES. I.E. THE LAST 18" TO 3'-0" TO MOTORS OR TRANSFORMERS. 30. USE STRANDED WIRE FOR MOTOR CONNECTIONS, CONTROL WIRING TRANSFORMER CONNECTIONS AND WIRE SIZES LARGER THAN # 10 A.W.G. 31. THE COMPLETE ELECTRICAL SYSTEM, AND ALL PORTIONS THEREOF, SHALL BE GUARANTEED TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE(I) YEAR FROM DATE OF FINAL ACCEPTANCE. PROMPTLY REMEDY SUCH DEFECTS IN ANY SUBSEQUENT DAMAGE CAUSED BY THE DEFECTS OR REPAIR THEREOF AT NO EXPENSES TO THE OWNER. LIGHT BULBS EXEMPT FROM THIS GUARANTEE BUT SHALL BE NEW AND UNUSED AT TIME OF FINAL ACCEPTANCE. 32. SLEEVES, INSERTS. OPENINGS CONTRACTOR SHALL LAYOUT AND INSTALL HI5 WORK IN ADVANCE OF POURING CONCRETE FLOORS OR WALLS. PROVIDE ALL SLEEVES AND/ OR OPENINGS THROUGH FLOORS OR WALLS REQUIRED FOR ELECTRICAL CONDUITS OR DUCS. SLEEVES SHALL BE OF RIGID CONDUIT OR GALVANIZED SHEET STEEL RIGIDLY SUPPORTED AD SUITABLE PACKED TO PREVENT ENTRANCE OR WET CONRETE. 33. ECAVATION/ CUTTING/ FITTING/ REPAIRING/ FINISHING THE CONTRACTOR SHALL INCLUDE IN HI5 BID ALL EXCAVATION, COMPACTING, FILL, BACKFILL, CUTTING, FITTING, REPAIRING, AND FINISHING OF ALL WORK NECESSARY FOR THE INSTALLATION OF ALL EQUIPMENT UNDER THIS SPECIFICATION BUT NO CUTTING OF THE WORK OF OTHER CONTRACTORS SHALL BE DONE WITHOUT THE CONSENT OF THE GENERAL CONTRACTOR. EARTHWORK SHALL BE DONE IN ACCORDANCE WITH LATEST INDUSTRY 5TANDAR5. 34. CLEANUP OF PREMISES CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAR OF WASTE MATERIALS AND DEBRIS CAUSED BY HI5 EMPLOYEES AND OPERATION. EQUIPMENT NOT REQUIRED IN THE WORK SHALL BE REMOVED PRIOR TO THE TERMINATION OF THE CONTRACT. 35. CONTRACTOR SHALL INSTRUCT THE OWNER IN THE PROPER OPERATING AND MAINTENANCE OF THE EQUIPMENT. CONTRACTOR SHALL PROVIDE TWO SETS OF OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT PROVIDED BY DISCIPLINE, ONLY WHEN SUCH MANUAL ARE AVAILABLE FROM THE MANUFACTURER. ALL MANUALS TO BE BOUND IN A 3-11RING BINDER AND TABULATED IN AN ORDERLY MANNER. Electrical Sheet Index EO.1 SYMBOLS LIST, SPECIFICATIONS, AND ELECTRICAL DRAWING INDEX EO.2 FIXTURE SCHEDULE, DETAILS, AND DIAGRAMS EO.3 SINGLE LINE DIAGRAM, FEEDER SCHEDULE, AND PANEL SCHEDULE E 1.0 SITE LIGHTING PLAN E1.1 SITE PHOTOMETRIC PLAN E2.0 POWER, LIGHTING, DATA FLOOR PLAN E2.1 LOW VOLTAGE FIRE ALARM AND SCHOOL CLOCK/BELL FLOOR PLAN Electrical Symbols List NOTE: THIS IS A TYPICAL MASTER SCHEDULE. NOT ALL SYMBOLS 5I10WN MAY BE INDICATED ON THE DRAWINGS. Q:: DUPLEX RECEPTACLE SWITCHGEAR DUPLEX RECEPTACLE - HALF SWITCHED (TOP HALF) MIN= PANELBOARD - SURFACE MOUNTED DUPLEX RECEPTACLE W/ INTEGRAL GFCI CIRCUITRY Boom PANELBOARD - FLUSH MOUNTED DUPLEX RECEPTACLE W/ ISOLATED GROUND (ORANGE FACE): NEMA 520R/IG T TRANSFORMER DOUBLE -DUPLEX RECEPTACLE Od CONTROL STATION AT +48" TO TOP LION (PER ADA) 0::: DOUBLE -DUPLEX RECEPTACLE W/ INTEGRAL GFCI CIRCUITRY RELAY ® TELEPHONE OUTLET VOICE/DATA OUTLET CONTACTOR WITH INTEGRAL HOA SELECTOR U.O.N. 17 DATA OUTLET O TELEVISION OUTLET MAGNETIC STARTER FLUORESCENT FIXTURE -RECESSED I F I-' N l I DISCONNECT SWITCH: F=FUSIBLE, FUSE PER NAME PLATE: N=NONFUSED LED OR FLUORESCENT FIXTURE - SURFACE COMBINATION STARTER * DISCONNECT -(�--� FLUORESCENT FIXTURE -OPEN STRIP 0 v I � RELAY SINGLE-PHASE MOTOR CONTROL ASSEMBLY: HP -RATED SWITCH AND POWER INCANDESCENT, H.I.D. ORMINI-FLUORESCENT -SURFACE MOUNT Od ® PULLBOX - SIZE AND LOCATION AS REQUIRED INCANDESCENT, H.I.D. OR MINI -FLUORESCENT - WALL BRACKET O LED OR INCANDESCENT, H.I.D., FLUORESCENT/ RECESSED ,J JUNCTION BOX - SIZE PER NEC REQUIREMENTS O INCANDESCENT, N.I.D. OR MINI -FLUORESCENT - WALL WASH OPOLE OR POST -ARM OR TOP MOUNTED CUT-OFF LUMINAIRE SHEET NOTE DESIGNATION 1-7 FEEDER DESIGNATION TWIN -LAMP BATTERY PACK - WALL MOUNTED AT 12" BELOW CEILING U.O.N. (UNSWITCHED 3 CKT.) IA,26 SIGNAL CIRCUITING DESIGNATION o EXIT LIGHT - FACES AND ARROWS AS INDICATED, UNIVERSAL MOUNTING, UN5WITCHED - / (A=UNSHIELDED PAIR, B=SHIELDED PAIR, 0 MOUNTING HEGHT AS SHOWN. C=RG59N, F=FIRE PAIR) EXIT LIGHT -HIGH LEVEL: G" - 8" A.F.F. TO BOTTOM CIRCUITING IN WALL OR ABOVE CEILING �- EXIT LIGHT - LOW LEVEL: 4" MIN. OFF DOOR FRAME U.O.N. CIRCUITING IN FLOOR OR BELOW GRADE NL FIXTURE, EQUIPMENT ON EMERGENCY (EMG) OR NIGHT LIGHT (N.L.) CIRCUIT TIC5 = NO. Of WIRES IF MORE THAN TWO: dvv -� = GROUND WIRE WIRING DEVICE AT + 18" TO CENTER LINE LION (PER ADA) = ISOLATED GROUND WIRE _ =NEUTRAL WIRE S ETC. DEVICES MOUNTED IN MULTIPLE UNDER COMMON COVER � MAXIMUM HEIGHT ON WALLS = +48' TO TOP LION (PER ADA) A- I ,3,5 _ HOMERUN: TO PANEL - DEVICES MOUNTED IN OR ABOVE BACKSPLASH: MAXIMUM HEIGHT ON WALLS = +48" TO TOP LION (PER ADA) S S 2 S 3 SWITCHES AT +48" TO TOP UON (PER ADA) OH - OVERHEAD SERVICE SL STREET LIGHT 5 SINGLE POLE SWITCH 5 2 DOUBLE POLE SWITCH P PRIMARY S SECONDARY 5 3 THREE WAY SWITCH 5 4 FOUR WAY SWITCH T TELEPHONE V TELEVISION S OC MOTION SENSOR SWITCH 5 P SWITCH WITH PILOT TOGGLE (CONFIRM LIGHTED POSITION) N NEON LIGHTING CIRCUITING UP OR DOWN 5 K KEY OPERATED SWITCH -� 3/4"C. STUB -OUT TO I I COPPER GROUND D SLIDER -TYPE DIMMER (WATTAGE RATING AS REQUIRED) ACCESSIBLE ATTIC WHERE APPLICABLE -SIZE PER PLANS MANUAL MOTOR STARTER - POLES OR AS NOTED S M AND HEATERS AS REQUIRED ® SECURITY/ FIRE ALARM EQUIPMENT 5 MC MOMENTARY - CONTACT SWITCH: 5PDT CTR OFF LION AFF ABOVE FINISH FLOOR DAYLIGHT SENSOR AFG ABOVE FINISH GROUND OS OCCUPANCY SENSOR WP WEATHER PROOF (NEMA 3) (D-1 THERMOSTAT OUTLET AT +54' TO TOP LION (PER ADA) Wr WATERTIGHT (SUBMERSIBLE) F FUSE (DUAL -ELEMENT, TIME DELAY) MOTOR OUTLET (NUMBER = HORSEPOWER) NF NON-FUSED HOA HAND -OFF -AUTOMATIC /(D/ EXHAUST FAN OUTLET (FRACTIONAL HORSEPOWER) CONDUIT (1NIIH PULL CORD IF OTHERWISE EMPM PE PHOTOELECTRIC SWITCH NL NIGHT LIGHT RGS RIGID GALVANIZED STEEL o SHUNT TRIP STATION NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED AC MO FURNISHED BY OTHERS PERMIT # L©71 MECHANICAL EQUIPMENT DESIGNATION BUTTE COUNTY DEVELOPMENT SERVICES EMG EMERGENCY REVIEWED FOR ODE COMPLIANCE LIGHTING FIXTURE DESIGNATION: T(PE, QUANTITY, AND MISCELLANEOUS UNSW UNSWITCHED _ CODE % A INFORMATION ')ATEBy 7n/ SEE LIGHT FIXTURE SCHEDULE FOR WATTAGE, LAMPING, MANUFACTURER AND 30/3 30 AMP / 3 POLE (REPRESENTATIVE) DESCRIPTION HP HORSEPOWER OIONIZATION DETERCTOR S HORN/ STROBE PS PULL STATION REltIv �I E FOR CODE COMPLIANCE JAN 2 7 2oi1 TRD AND ASSOCIATES DnstructiOn sign ervices, inc ELECTRICAL ENGINEERING I PO BOX 34051, RENO, W 89533 phone: 775-636-0080 FINAL Permit Set 17� L � N 0 O 3: U �m 73 Ln Ln z � � 73 RCV151on5: //i Owner Change 16 Jan. 2017 Date: 30 Aug. 2016 _ Issued For: PERMIT Drawn By: CRN _ Checked By: MP Scale: As Indicated Project No.: 0001 .00 Sheet Contents Specifications Electrical Symbol b5t Electrical Sheet Index Sheet Number E0. I 'T-BAR'ELECTRICAL BOX HANGER (-'P • ) J -BOX (MIN. = 4/5) CIRCUITING TO ADJACENT J - BOX FFP.) G' FLEX WHIP (TYP.) CLIP OR TIE -WIRE TO RUNNERS INCANDESCENT OR H.I.D. RECESSED FIXTURE (TYP.) SUSPENSION BAR HANGER (lYP.) SPEAKER (CAMERA, ETC.) TYPICAL (REF.) CROSS RUNNER / MAIN RUNNER SUPPLEMENTAL # 10 AWG GALV. HANGER WIRE @ 2-CORNER5 (fYP.) LAY -IN FLUORESCENT LUMINAIRE 5ECURX\FIXTURE TO T -BAR GRID U51NG EARTHQUAKE CLIPS (iYP. OF 2 SIDES) NOTE: I - MOUNT J -BOXES AND CIRCUITING ON STRUCTURAL CEILING, OR SUPPORT MINIMUM 18" ABOVE T -BAR CEILING. 2. J -BOX, CIRCUITING QUANTITIES t LAYOUTS SHALL BE SUCH THAT ANY FIXTURE CAN BE SHIFTED ONE GRID IN ANY DIRECTION WITHOUT ADDED CIRCUITING. 3. T -BAR GRID SHALL BE ADDITIONALLY SUPPORTED PER 803.9.1.1, 2012 IBC " REQUIRED TO COMPLY WITH N.E.C. 300-1 1 AND 410-1 G Typical T bar Lay -in fixture, Mountin6j Detail, Scale 3/1 G" = P-0" � Lighting fixture, Schedule � FIXTURE SCHEDULE GENERAL NOTES 1. ALL FIXTURES SHALL BE UL APPROVED FOR THEIR INTENDED USE AND MEET ALL REQUIREMENTS OF CODES AND LOCAL ORDINANCES. 2. FIXTURES SHALL INCLUDE ALL ACCESSORIES NECESSARY COMPLETE FOR INSTALLATION PER MANUFACTURER'S SHOP DRAWINGS AND AS REQUIRED BY CODES AND LOCAL ORDINANCES 3. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACTOR SHALL COORDINATE ALL FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS MECHANICAL PLANS. 4. ALL LAMPS SHALL BE PROVIDED AND INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE AND SPECIFICATIONS. IT SHALL BE TH15 CONTRACTORS RE5PON51BILITY TO ENSURE COMPATIBILITY BETWEEN FIXTURE, LAMP AND BALLAST 5. CONTRACTOR SHALL VERIFY FIXTURE VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURE. G. PROVIDE APPROVED FIRE -RATED FIXTURES OR ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN FIRE -RATED CEILINGS AND VALLS 7. VERIFY LIGHTING FIXTURE CATALOG NUMBERS PRIOR TO ORDERING. PROVIDE ALL NECESSARY HARDWARE AS REQUIRED BY THE SPECIFICATIONS, DRAWINGS, AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION. 8. ALL FIXTURES SHALL BE ORDERED WITH APPROPIATE BALLA5T(5) THAT HAVE UL AND CBM LABELS. ALL BALLA5T5 MUST CONFORM TO TITLE 24 REQUIREMENTS FOR PERFORMANCE. PROVIDE MULTIPLE BALLASTS FOR DUAL -LEVEL SWITCHING AS INDICATED ON THE PLANS. 9. UPON INITIAL ENERGIZING OF ALL NEW FLUORESCENT LAMPS, A CONTINUOUS PERIOD OF 24 HOURS SHALL OCCUR PRIOR TO DE -ENERGIZING OF LAMPS, FOR MANUFACTURER REQUIDED LAMP BURN -IN AND MAXIMUM LAMP LIFE. 10. ALL FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. PROVIDE END OF LIFE (EOL) SHUT- DOWN PROTECTION FOR COMPACT FLUORESCENT LAMPS. 1 1. ENSURE COMPATIBILITY OF ALL LIGHTING SYSTEM COMPONENTS PRIOR TO ORDERING. FIXTURES, LAMPS, 13ALLA5T(5), AND DIMING 5Y5TEM5/INDIVIDUAL CONTROLS MUST BE FACTORY CERTIFIED COMPATIBLE FOR FULL RANGE OF DIMMING OPERATION. 12. PROVIDE CLEARANCES FROM COMBUSTIBLES PER ARTICLE 410 OF NEC FOR "IC" AND NON "IC" 13. IN ADDITION TO T -BAR CLIPS FOR FIXTURES IN T -BAR CEILING. PROVIDE A MINIMUM OF TWO (2) #12 SUPPORT WIRES ATTACHED TO BUILDING FRAME OR STRUCTURAL MEMBER, AS REQUIRED, FOR SEISMIC BRACING. 14. ALL LIGHTING POLES 15 FEET AND LONGER SHALL HAVE A PRE-INSTALLED FACTORY ENGINEERED VIBRATION DAMPING ASSEMBLY. 15. PROVIDE 90 MINUTE BATTERY BACK-UP ON ALL FLUORESCENT FIXTURES NOTED FOR USE AS EMERGENCY LIGHTING FIXTURES. TYPE DESCRIPTION AND MANUFACTURER NOTES TYPE DESCRIPTION AND MANUFACTURER A LED LENSED HIGH BAY INTEGRAL E LED EXITAMERGENCY COMBO WITH 90 MINUTE BATTERY BACK UP I G2W VOLTAGE: 120V OCCUPANCY � 5W VOLTAGE: 120V LAMP: INCLUDED SENSOR o U LAMP: - MANUFACTURER: LITHONIA #JC BL 180OLM 40K 70CRi SALK ALFGL MANUFACTURER: LITHONIA #LHQMSWGHO g 2X4 LED T -BAR DIRECT/ INDIRECT EL EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACK UP 30W VOLTAGE: 120V 5W VOLTAGE: 120V LAMP: INCLUDED LAMP: - MANUFACTURER: LITHONIA #2BLT4-30L-AD5MT-LP840 Ln MANUFACTURER: LITHONIA #ELM2 LED C 6" LED RECESS OPEN DOWNLIGHT LnLn EjZ EXTERIOR LANDINGS - REMOTE HEAD FOR EXTERIOR PATH OF EGRESS 12W VOLTAGE: 120V 4) 5W VOLTAGE: 120V LAMP: INCLUDED LAMP: D MANUFACTURER: LITHONIA #LDNG-35/0G-L0GAR-MVOLT MANUFACTURER: LITHONIA #ELA QWP L0309 p 4' LED SURFACE WRAPAROUND F I 50W VOLTAGE: 120V 74W LAMP: INCLUDED MANUFACTURER: LITHONIA #LBL448L EOHN LP835 MVOLT F2 40W LED AREA LUMINAIRE - MEDIUM FORWARD THROW VOLTAGE: 120V LAMP: INCLUDED MANUFACTURER: LITHONIA #D5XW-2-LED-20C-1000-30K-TFTM-MVOLT-PIRH LED AREA LUMINAIRE - MEDIUM FORWARD THROW VOLTAGE: 120V LAMP: INCLUDED MANUFACTURER: LITHONIA #D5XW- I -LED- I OC- 1000-30K-TFTM-MVOLT-PIRH NOTES BATTERY 51ZED FOR REMOTE HEAD FOR EXTERIOR PATH OF EGRESS INTEGRAL OCCUPANCY MOTION SENSOR WATT REDUCTION INTEGRAL OCCUPANCY MOTION SENSOR WATT REDUCTION ithon stru ction MD-lesign ervices, Inc ELECTRICAL ENGINEERING PO BOX 34051, RENO, W 89533 phone: 775-636-0080 FINAL Permit Set RCV151on5: Owner Change 6 Jan. 2017 Date: 30 Aug. 201 6 I55Ued For: PERMIT /&_ Zaz I Drawn By: CRN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES Checked REVIEWED FOR By: MP CODE COMPLIANCE Scale: As Indicated E - Project No.: 0001 .00 Sheet Contents RE' IE �D FOR CODE COMPLIANCE JAN x7'617 TI B AtiD ASSOCIATES Lighting Fixture Schedule, Details Sheet Number E0. 2 L � N 0 � � O o U �� Ln LnLn z � 4) D RCV151on5: Owner Change 6 Jan. 2017 Date: 30 Aug. 201 6 I55Ued For: PERMIT /&_ Zaz I Drawn By: CRN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES Checked REVIEWED FOR By: MP CODE COMPLIANCE Scale: As Indicated E - Project No.: 0001 .00 Sheet Contents RE' IE �D FOR CODE COMPLIANCE JAN x7'617 TI B AtiD ASSOCIATES Lighting Fixture Schedule, Details Sheet Number E0. 2 Feeder Schedule FEEDER AMPERE CONDUIT * WIRE (COPPER) THWN-2 EQUIP. GROUND (Cu) O225 CIR CIR (2)4" C WITH (4) 350 MCM XHNW-2 ALUMINUM #1/0 EACH O225 TYPE 3"C - 4 - #4/0 #10 <i> 50 3/4"C - 3 - #8 #10 O4 30 1/2"C - 2 - #10 #10 O5 20 3/4"C - 3 - # 12 # 12 G 20 112"C - 2 - # 12 # 12 <i> 20 112" C - 2 - # 12 # 12 OS - I " C WITH PULL STRING - 2" C WITH PULL 5TRING 20 LOCATION: MAINTENANCE AREA NEW NEMA RATING 3R TYPE DIRECTORY LOAD BKR CIR CIR BKR LOAD DIRECTORY TYPE LIGHTS GYM I G20 20 1 2 40/2 3135 CU I LIGHTS GYM I G20 20 3 4 3135 LIGHT5 ACTIVITY - RESTROOM 1265 20 5 G 25/2 2020 CU 2 LIGHT5 EXTERIOR 500 20 7 8 2020 U RECPT5- TTB 400 20 9 10 40/2 3135 CU 3 ca RECPT5- COUNTER 1200 20 1 1 12 3135 PHONE COUNTER 1200 20 13 14 20 1920 F D RECPT5- ACTIVITY 800 20 15 1 G 20 1 180 1`2 RECPT5- ACTIVITY G50 20 17 18 20 1920 1`3 RECPT5- RE5TRM 800 20 19 20 15/3 580 5EF 5 RECPT5- DRINKING FOUNTAIN GOO 20 21 22 580 RECPT5- RECEPTION 1050 20 23 24 580 RECPT5- GYM -RECEPTION 800 20 25 2G 15/3 580 SEF G RECPT5- ACTIVITY 800 20 27 28 580 RECPT5- GYM 800 20 29 30 1580 RECPT5- GYM 800 20 31 32 15 420 UH I PARK IRR CLOCK 100 20 33 34 15 420 UH 2 PARK LIGHT5 400 20 35 3G 20 1 GOO SCORE BOARDS PARK RECPT5 200 20 37 38 45/3 - FUTURE 50LAR. 39 40 _ 141 42 - VOLTS: '❑ 208/ 12OV, 3PH, 4W. ❑ PHASE A LOAD: 20.365 KVA (I 70A) AMPS: ❑ 125A ❑ 200A ❑ 400A a 225A PHASE B LOAD: 19.775 KVA (I G5A) MAIN: ❑' MLO ❑ MCB ❑ DB. LUGS ❑ PHASE C LOAD: 20.095 KVA ( I G7A) BU5:07 ALUMINUM ❑ COPPER.'I TOTAL CONNECTED LOAD: 60.235 KVA (I G7A) MTD: ❑ FLUSH 5URFACE NEUTRAL BUS: 1000 GROUND BUS: STD DOOR: 0 STANDARD ❑ DOOR IN DOOR AIC RATING: ❑ I OK 14K ❑ 22K ❑ . Sin I I I I I I I I I I I I I I I I I 37.3 K AIC / (E) MAIN SERVICE 'M5B' 2000A FREESTANDING, 208/ 1 2OV, 3PH, 4W NEW LINEMAN'S 51TE AC GENERATION DISCONNECT 225A, 250V, NO FU5E, 3PH, 4W, NEMA 3R, 42 K AIC N3G UG PULL BOX Sheet Notes MAIN SERVICE BUILDING D15CONNECT 225A, 250V, NO FUSE, 3PH, 4W, NEMA 3R, I OK AIC -- ----------- I I I I I I I I I I I I I N I I 1 I I I G I I I #G TO 'TTB' EB 2/0 COLD WATER BUILDING STEEL CONCRETE ENCASED GROUNDING ELECTRODE #2/0 BARE CU I� (E) 400A FUSED SWITCH IN D15TRIBUTION SECTION. INSTALL (3) NEW 225A TIME DELAY FU5E5 FOR NEW GYM le, Line, Diagram PANEL 'A' 225A, NEMA I 208/277, 3PH, 4W Switchgear Elevation 50LAR AC D15CONNECT PANEL 'A' 225A, NEMA 1, 208/ 1 2OV, 3PH, 4W --------------------------------------------------------------------------------- 4.0 K I AIC I � I I I I I I I 1 I II I I I I 0) I 50/2 20/ I 45/3 20/ I 30/2 I I � I I I I I � I � I L---------------- — ----- ---------------J 2.E AIC AC COND. TYPICAL BUILDING LIGHT MAIN 5ERVICE D15CONNECT 225A, NO FU5E SPARE 1.0 K TYPICAL AIC DUPLEX FUTURE RECEPT 5OLAR N 5Y5TEM GOA, NEMA 3R, 3 PH, NO FU5E, IN5TALL NEXT TO MAIN BLDG D15CONNECT 1.0 K AIC FAN SPEED M CONTROL WH GYM 1 EXHAU5T WATER FANS, I HP, HEATER 208V, 3PH )n stru ct i on esign ervices, inc ELECTRICAL ENGINEERING PO BOX 34051, RENO, W 89533 phone: 775.636-0080 FINAL Permit Set Rev151on5: Owner Change 16 Jan. 2017 PERMIT # Date: 30 Aug. 201 6 X16_ Lair PERMIT BUTTE COUNTY DEVELOPMENT SERVICES 155Ued or: REVIEWED FOR CODE COMPLIANCE Drawn By: CRN Checked By: MP Scale: A5 Indicated Project No.: 0001 .00 R7-V12"'1JE_ D FOR CODE COMPLIANCE JAN 2 7 2017 TR13 AND ASSOCIATES Sheet Contents Single Line Diagram Feeder Schedule Panel Schedule Sheet Number E0.3 L N O m U � � `n � ca z LLn Ln a� D � Rev151on5: Owner Change 16 Jan. 2017 PERMIT # Date: 30 Aug. 201 6 X16_ Lair PERMIT BUTTE COUNTY DEVELOPMENT SERVICES 155Ued or: REVIEWED FOR CODE COMPLIANCE Drawn By: CRN Checked By: MP Scale: A5 Indicated Project No.: 0001 .00 R7-V12"'1JE_ D FOR CODE COMPLIANCE JAN 2 7 2017 TR13 AND ASSOCIATES Sheet Contents Single Line Diagram Feeder Schedule Panel Schedule Sheet Number E0.3 Site Utilityand Li6jhtin6j Plan 5cale I" = 30'-0" Sheet Notes OEXTEND AND CONNECT BRANCH CIRCUITING FROM JUNCTION BOX TO WIRING DEVICE IN TH15 AREA WITH THE SAME CIRCUIT NUMBER. O O ACTUAL ENGINEERED PG*E DRAWINGS SHALL 5UPERCEDE TH15 51TE DRAWING SHOWING INCOMING SERVICE, TH15 DRAWING 15 0 DIAGRAMMATIC IN NATURE ONLY AND 15 INTENDED FOR BUDGET OR ESTIMATING PURP05E5. OPROVIDE: FIBER AND COMMUNICATION CONDUITS TO BE IN5TALLED BY CONTRACTOR OFUTURE 50LAR AC D15CONNECT, GOA, 250V, NEMA 3R, 3 PHASE. MOUNT NEXT TO 'MSB' O200A PEDESTAL METER/MAIN AND 5UBPANEL TO BE REMOVED. EXTEND EXISTING PARK CIRCUITS TO NEW PANEL'A' OOWNER/ UTILITY TO PROVIDE CABLES O PHONE TERMINAL BOARD IN STORAGE ROOM nstruction p esign ervices, inc ELECTRICAL ENGINEERING PO BOX 34051, RENO, W 89533 phone: 775-6360080 FINAL Permit Set Revl51on5: i Owner Change 16 Jan. 2017 Date: 30 Aug. 201 6 PERMIT# P/6..-2071 Issued For: BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE Drawn By: DATE .�-'-' Ely �f-z'o' Checked By: REVIEW7:D FOR CODE COMPLIANCE. JAN 2 7 2017 TRB AND ASSOCIATES PERMIT Author Checker Scale: A5 Indicated Project No.: 0001 .00 Sheet Contents Sheet Number El .0 L N O LL - 73 U �j � � `nLn � c6 z � -Ts � D Revl51on5: i Owner Change 16 Jan. 2017 Date: 30 Aug. 201 6 PERMIT# P/6..-2071 Issued For: BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE Drawn By: DATE .�-'-' Ely �f-z'o' Checked By: REVIEW7:D FOR CODE COMPLIANCE. JAN 2 7 2017 TRB AND ASSOCIATES PERMIT Author Checker Scale: A5 Indicated Project No.: 0001 .00 Sheet Contents Sheet Number El .0 D -Series Size • LED Wall Luminaire Mrignag d"Iseries Introduction ' cations The D -Series Wall luminaire is a stylish, fully fi natre Back Box (BBW, ELM Integrated LED solution for building -mount applications, It features a sleek, modern design 13-314� 'Weight. 12 lbs Width: 13-3/4' BSW .5bs Weight. uiii,- and is carefully engineered to provide long-lasting, 10, Depth: 4- MW 10 lbs energy-efficient lighting with a variety of optical 4 0C.'ZMj Weight- r4! S "i and control options for customized performance., t vrO 16 ;cml With an expected service life of over 20 years of D nighttime use and up to 74% in energy savings ....... -7 over comparable 25OW metal halide luminaires, the D -Series Wall is a reliable, low-maintemance L LF*r V lighting solution that produccs sites, that are W ccmdLA MOW wilif exceptionally illuminated, EXAMPLE: UbAVV I LEO 20c IVVV 140N I ZM VA VVLI WWO I Dsrwi tED 4 - MIN 4014"MiA MLOIHI L' M 31M D Series Size 2 LED Wall Luminaire !M. 119,29 Introduction Specifications The D -Series Wall luminaire is a stylish, fully integrated LED solution for building -mount Luminaire Back BOX (BBW) 18-1/2' Weight bs 5_1 1 /2- L 88W I lbs applications. It features a sleek, modern design Width- 211 Wdthz, 14 114 Ot,*0 Weight- K'�'>Ly and is carefully engineered to provide long-lasting, Depth- 1 W Depth: - nt lighting '254 %�-" 0A and control options for customized performance Height: 7 5i8'4' A4 I Height. 110 2 vr3 With an expected service life of over 20 years of W F0r1A'NP o D nighttime use and up to 76'/'o in energy savings over comparable 40OW metal halide luminaires, llisll ill H N the D -Series Wall is a reliable, low -maintenance lighting solution that produces sites that are W exceptionally illuminated. • EXAMPLE: DSXW2 LED 30C 700 40K T3M MVOLT DDBTXD DSXW2LED 05)(W IED 2K stUA 350 r�) m A, 30K 1111M K T25 lilpell MMT' Shipp4induded Shippedinstalled SNippedinvtafle4 DDOXII twk 530 SV)rA 40K 40) X 120' aijw 50,fitr Pt phobir.trw Sr S roj f. i�'�r bvi'm 0,4,41un 02ri 771. 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DXOXIa ZlrHVIVIA Or* I 0'onm Vj;ly 0 c'—yom, (140r94 3MI 2 9 Phor_- WD214&,A'1 • Fax 14C .1914 1;09 0 4 /4allrll VA a C 4112 -015 "tly Dramh Ljotmq, lnc: All nq0t raia"d, E lie,�- - I� W ja Teaon stru ction Ulsign eervices, inc ELECTRICAL ENGINEERING PO BOX 34051, RENO, W 89533 phone: 775-6360080 FINAL Permit Set KCV151on5: Owner Change A _RIAIT ft 16 Jan. 2017 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Date: 30 Aug. 201 G CODE COMPLIANCE BY �= 155UCCi for: PERMIT Drawn By: Author REVIZWED Checked By: Checker FOR CODE COMPLIANCE Scale: 3/3211 = 1 1-011 JAN 2 7 2017 Project No.: 0001 .00 TRB AND ASSOCIATES Sheet Contents Scale 3/32" = P-0" Sheet Number E1.1 0 0 3: U_ 73 C4- > z �Ln Ln Ln D KCV151on5: Owner Change A _RIAIT ft 16 Jan. 2017 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Date: 30 Aug. 201 G CODE COMPLIANCE BY �= 155UCCi for: PERMIT Drawn By: Author REVIZWED Checked By: Checker FOR CODE COMPLIANCE Scale: 3/3211 = 1 1-011 JAN 2 7 2017 Project No.: 0001 .00 TRB AND ASSOCIATES Sheet Contents Scale 3/32" = P-0" Sheet Number E1.1 . v v v v. 7 v. - Scale 114" = P-0" A-33,35,37 Sheet Power Notes OEXTEND AND CONNECT BRANCH CIRCUITING FROM DEVICE TO DEVICE IN THI5 AREA WITH THE SAME CIRCUIT NUMBER OALL RECEPTACLE PLATES IN GYMNASIUM SHALL BE STAINLESS STEEL. Q33PROVIDE J BOX AND 120 VOLT RECEPTACLE AND I " UNDERGROUND PVC CONDUIT FROM SCOREBOARD TO BOX FOR CONTROL WIRING. FIELD VERIFY EXACT LOCATIONS PRIOR TO ROUGH -IN. OFIELD VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF SCOREBOARD PRIOR TO ROUGH -IN. OKEYED SWITCH AND CONTACTOR TO DISCONNECT BOTH HOT AND NEUTRAL CONDUCTORS OF SCOREBOARD CIRCUITS WHILE HOT IN USE. SEE WIRING SCHEMATIC ON THI5 SHEET. OPROVIDE POWER AND HOOK-UP5 FOR TIMER AND CIRCULATION PUMP FOR WATER HEATER. VERIFY LOCATION PRIOR TO ROUGH -IN, COORDINATE WITH PLUMBING CONTRACTOR. OINSTALL FIRE ALARM GONG AT 7'-G" ABOVE FINISH FLOOR (AFF) AND FURNISHED BY OTHERS (FBO). HOOK-UP TO FLOW SWITCH AND COORDINATE WITH SPRINKLER AND FIRE ALARM CONTRACTOR. OFUTURE EXTERIOR LED WALL PACKS. OOCCUPANCY SWITCH WITH DUAL TECHNOLOGY INFRARED AND SONIC. i O DAYLIGHT SWITCH WITH DUAL TECHNOLOGY INFRARED AND SONIC. I I MOTION SWITCH WITH MANUAL ON OCCUPANCY OFF. 12 LED GYMNASIUM HIGH -BAY FIXTURE PENDANT, MOUNTED TO THE BOTTOM OF THE EXPOSED STEEL JOIST. USING UNI5TRUT AND MODEL # 0000 CADDY STRUT -TO -BEAM SYSTEM CLAMPS. 13 GYM EXHAUST FANS, I HP, 208V, 3PH, SPEED CONTROL NEXT TO PANEL WIN STORAGE ROOM. COORDINATE WITH MECHANICAL CONTRACTOR 14 PROVIDE TAMPER PROOF RECEPTACLES IN ACTIVITY ROOMS, RECEPTION AND GYM 15 EXISTING TENNIS COURT SERVICE TO BE REMOVED. EXTEND EXISTING PARK CIRCUITS TO NEW PANEL'A' General Notes PROVIDE WIRE OR PLASTIC PROTECTIVE CAGES OVER ALL: EMERGENCY LIGHT FIXTURES, EXIT FIXTURES, CLA55 BELLS, AND FIRE ALARM DEVICES IN THE GYMNASIUM. ,ERMIT# 5/&- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE .2 - -17 RY -7 /Z HOT A-3 G NEUTRAL KEY SWITCH 50MEN5 #LENO I B002120A 120 VOLT COIL, 2 POLE, 30A. RATED N.O. RELAY IN (NEMA- I ENCLOSURE) SCOREBOARD A REVIEI NED FOR CODE COMPLIANC JAN 2 7 2017 G3 N TRB AND ASSOCIATES Scoreboard Wirincj Schematic Scale 1/8" = P-0" instruction esign ►ervices, inc ELECTRICAL ENGINEERTI G PO BOX 34051, RENO, W 89533 phone: 775-636-0080 FINAL Permit Set I I I I i 1 1 1 I 1 I G1 1 1 1 I � I I I I I i � 1 I It 1 11IIo I I NJ NASI U I i - M 3 I N 1 1 1 1 1 I c�-- -----— — — — — — — — — — — J))e ------ I 1 1 1 I � I I I I 1 I; 1 1 1 1 I I I 1 — — I ECT 1 CL m . v v v v. 7 v. - Scale 114" = P-0" A-33,35,37 Sheet Power Notes OEXTEND AND CONNECT BRANCH CIRCUITING FROM DEVICE TO DEVICE IN THI5 AREA WITH THE SAME CIRCUIT NUMBER OALL RECEPTACLE PLATES IN GYMNASIUM SHALL BE STAINLESS STEEL. Q33PROVIDE J BOX AND 120 VOLT RECEPTACLE AND I " UNDERGROUND PVC CONDUIT FROM SCOREBOARD TO BOX FOR CONTROL WIRING. FIELD VERIFY EXACT LOCATIONS PRIOR TO ROUGH -IN. OFIELD VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF SCOREBOARD PRIOR TO ROUGH -IN. OKEYED SWITCH AND CONTACTOR TO DISCONNECT BOTH HOT AND NEUTRAL CONDUCTORS OF SCOREBOARD CIRCUITS WHILE HOT IN USE. SEE WIRING SCHEMATIC ON THI5 SHEET. OPROVIDE POWER AND HOOK-UP5 FOR TIMER AND CIRCULATION PUMP FOR WATER HEATER. VERIFY LOCATION PRIOR TO ROUGH -IN, COORDINATE WITH PLUMBING CONTRACTOR. OINSTALL FIRE ALARM GONG AT 7'-G" ABOVE FINISH FLOOR (AFF) AND FURNISHED BY OTHERS (FBO). HOOK-UP TO FLOW SWITCH AND COORDINATE WITH SPRINKLER AND FIRE ALARM CONTRACTOR. OFUTURE EXTERIOR LED WALL PACKS. OOCCUPANCY SWITCH WITH DUAL TECHNOLOGY INFRARED AND SONIC. i O DAYLIGHT SWITCH WITH DUAL TECHNOLOGY INFRARED AND SONIC. I I MOTION SWITCH WITH MANUAL ON OCCUPANCY OFF. 12 LED GYMNASIUM HIGH -BAY FIXTURE PENDANT, MOUNTED TO THE BOTTOM OF THE EXPOSED STEEL JOIST. USING UNI5TRUT AND MODEL # 0000 CADDY STRUT -TO -BEAM SYSTEM CLAMPS. 13 GYM EXHAUST FANS, I HP, 208V, 3PH, SPEED CONTROL NEXT TO PANEL WIN STORAGE ROOM. COORDINATE WITH MECHANICAL CONTRACTOR 14 PROVIDE TAMPER PROOF RECEPTACLES IN ACTIVITY ROOMS, RECEPTION AND GYM 15 EXISTING TENNIS COURT SERVICE TO BE REMOVED. EXTEND EXISTING PARK CIRCUITS TO NEW PANEL'A' General Notes PROVIDE WIRE OR PLASTIC PROTECTIVE CAGES OVER ALL: EMERGENCY LIGHT FIXTURES, EXIT FIXTURES, CLA55 BELLS, AND FIRE ALARM DEVICES IN THE GYMNASIUM. ,ERMIT# 5/&- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE .2 - -17 RY -7 /Z HOT A-3 G NEUTRAL KEY SWITCH 50MEN5 #LENO I B002120A 120 VOLT COIL, 2 POLE, 30A. RATED N.O. RELAY IN (NEMA- I ENCLOSURE) SCOREBOARD A REVIEI NED FOR CODE COMPLIANC JAN 2 7 2017 G3 N TRB AND ASSOCIATES Scoreboard Wirincj Schematic Scale 1/8" = P-0" instruction esign ►ervices, inc ELECTRICAL ENGINEERTI G PO BOX 34051, RENO, W 89533 phone: 775-636-0080 FINAL Permit Set Rev151on5: ZL Owner Change I G Jan. 2017 2 Date: 30 Aug. 201 G Issued For: PERMIT Drawn By: CRN Checked By: MP Scale: A5 Indicated Project No.: 0001 .00 Sheet Contents Power and Signal Floor Plan Sheet Notes, Details Sheet Number E2.0 L N O CL m � v � o m U � Ln z�s Ln K-- z � � Rev151on5: ZL Owner Change I G Jan. 2017 2 Date: 30 Aug. 201 G Issued For: PERMIT Drawn By: CRN Checked By: MP Scale: A5 Indicated Project No.: 0001 .00 Sheet Contents Power and Signal Floor Plan Sheet Notes, Details Sheet Number E2.0 cr - O 4 3 2 1 Low Voltage Fire Alarm and School Clock/Bell Floor Plan Scale 1/5" = P-0" Sheet Notes sRELOCATED CAMERA EXTEND WIRING AS REQUIRED. OEXISTING UNDERGROUND JUNCTION BOX FOR COMMUNICATION CONDUIT TO BUS BARN. FIELD VERIFY LOCATION. CONDUITS MAY BE USED FOR NEW GYMNASIUM. O NEW CLOCK AND CLASS BELL FOR GYNA51UM TIE INTO EXISTING O3 SCHOOL SYSTEM. FIELD VERIFY, HEAD END EQUIPMENT REQUIRED. s NOT USED s NOT USED O OHVAC SMOKE DETECTOR SHUTDOWN. PROVIDE HOOK-UPS AND MONITORING, COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS. sFLOW AND TAMPER SWITCH FOR NEW FIRE SPRINKLER RISER, PROVIDE AN APPROVED 24 HOUR MONITORING SUPERVISED STATION PER'IFC' 907. � General Notes IA THE FIRE ALARM SYSTEM IS DESIGN BUILD: THE FIRE ALARM CONTRACTOR SHALL PROVIDE A COMPLETE FIRE ALARM SYSTEM IN FULL ACCORDANCE WITH LOCAL, STATE, AND ADA REQUIREMENTS. THESE DOCUMENTS DO NOT INDICATE ALL DEVICES, OUTLETS, CONNECTIONS, AND CIRCUITRY NECESSARY FOR A COMPLETE FIRE ALARM SYSTEM. CONTROL PANEL SHALL INCLUDE INTEGRAL STANDBY BATTERIES, CHARGER, AND MUNICIPAL O TIE MODULE OR AGENCY -APPROVED AUTO -DIALER CONNECTED TO THE TELEPHONE SYSTEM (CONNECTION AND MONITORING CHARGES BY OWNER). CONTRACTOR SHALL INCLUDE AS REQUIRED, BUT NOT LIMITED TO, THE FOLLOWING: 1.) DOOR HOLD OPENS. 2.) HOOK-UP TO DUCT DETECTORS ON ALL UNITS RATED 2000 CFM OR GREATER. 3.) ALL FIRE/SMOKE DAMPERS AS NEEDED OR REQUIRED. 4.) PULL STATIONS. 5.) IONIZATION OR SMOKE DETECTORS IN HALLWAYS. G.) HORN/STROBES. 7.) FLOW AND TAMPER SWITCHES. 8.) ANNUNCIATOR PANEL. 9.) EVACUATION CALL SYSTEM WITH SPEAKERS. PROVIDE, FIRE MARSHAL APPROVED, SHOP DRAWINGS TO THE ENGINEER FOR REFERENCE ONLY PRIOR TO COMMENCEMENT OF ROUGH -IN. PROVIDE COMPLETE SYSTEM TESTING UPON COMPLETION OF INSTALLATION AND PRIOR TO FIELD ACCEPTANCE BY OWNER. O 115 THE LOW VOLTAGE SPECIALTY SYSTEMS, CLOCK/BELL, PA B SYSTEM, SECURITY, PHONE, AND DATA ARE DESIGN BUILD. THE LOW -VOLTAGE CONTRACTOR SHALL PROVIDE COMPLETE SYSTEMS, EXTENDED FROM THE EXISTING SYSTEMS. ALL SYSTEMS SHALL BE IN FULL ACCORDANCE WITH LOCAL STATE SCHOOL DISTRICT AND ADA REQUIREMENTS. THESE DOCUMENTS DO NOT INDICATE ALL DEVICES, OUTLETS, CONNECTIONS, AND CIRCUITRY NECESSARY FOR A COMPLETE SYSTEM. THE LOW - VOLTAGE CONTRACTOR SHALL PROVIDE, SCHOOL DISTRICT APPROVED, DRAWINGS TO THE ENGINEER FOR REFERENCE ONLY O PRIOR TO COMMENCEMENT OF ROUGH -IN. ALSO PROVIDE COMPLETE SYSTEM TESTING UPON COMPLETION OF INSTALLATION AND PRIOR TO FIELD ACCEPTANCE BY OWNER. 2 PROVIDE WIRE OR PLASTIC PROTECTIVE CAGES OVER ALL: EMERGENCY LIGHT FIXTURES, EXIT FIXTURES, CLASS BELLS, AND FIRE ALARM DEVICES IN THE GYMNASIUM. 3 SPECIALTY SYSTEMS CONTRACTOR SHALL FURNISH AND INSTALL ALL: CONDUITS, WIRE, AND NECESSARY COMPONENTS FOR SYSTEM. fl!aon Mesign ervices, inc ELECTRICAL ENGINEERING PO BOX 34051, RENO, W 89533 phone: 775{36-0080 FINAL Permit Set RCV151on5: «, Owner Change 16 Jan. 2017 Date: 30 Aug. 201 6 �� _20� 7 Issued For: PERMIT j�'ERMIT # BUTTE COUNTY DEVELOPMENT SERVICES Drawn wn B : REVIEWED FOR Y CRN CODE COMPLIANCE Checked By: MP Scale: AS Indicated REVI::V�*MD FOR CODE COMPLIANCE JAN 2 7 2017 TRB AND ASSOCIATES Project No.: 0001 .00 Sheet Contents Lighting Floor Plan Sheet Notes, Details Sheet Number E2.1 L N � � O o � � ZP 75 Ln Z S � 73 � Ln N RCV151on5: «, Owner Change 16 Jan. 2017 Date: 30 Aug. 201 6 �� _20� 7 Issued For: PERMIT j�'ERMIT # BUTTE COUNTY DEVELOPMENT SERVICES Drawn wn B : REVIEWED FOR Y CRN CODE COMPLIANCE Checked By: MP Scale: AS Indicated REVI::V�*MD FOR CODE COMPLIANCE JAN 2 7 2017 TRB AND ASSOCIATES Project No.: 0001 .00 Sheet Contents Lighting Floor Plan Sheet Notes, Details Sheet Number E2.1 COLD WATER CALCULATIONS AMOUNT FIXTURES 5 WATER CLOSET (FLUSH VALVE) WATER CLOSET (FLUSHOMETER TANK) 1 URINAL (1.0 GPF) LAVATORY (PUBLIC) 4 LAVATORY (SET OF TWO OR THREE) SHOWER (PER HEAD) BATHTUB/SHOWER COMBO 3/4" BATHTUB FILL 1 SINK (BAR) LAUNDRY SINK CLOTHES WASHER KITCHEN SINK (DOMESTIC) KITCHEN SINK (COMMERCIAL) CLINIC SINK DISHWASHER (DOMESTIC) 1 SERVICE SINK/MOP SINK 2 DRINKING FOUNTAIN - WASHUP (EA FAUCET) FIRST HOSE BIBB ADDITIONAL HOSE BIBB 2 FLOOR DRAIN - FLOOR SINK - MISC. FIXTURE (COFFEE, SODA) - ICE MAKER - HAND SINK - CLINIC SINK WITH FLUSH VALVE TOTAL UNITS 2013 C.P.C. NOTE A: FIXTURE UNITS FOR SIZING OF PLUMBING PER TABLE FIXTURE UNIT VALUES VENT #/#/# REPRESENTS PRIVATE/PUBLIC/ASSEMBLY. COLD WATER HOT WATER WASTE TOTAL FIXTURE UNITS EQUALS 5/5/8 25 - 3/4/6 20 2.5/2.5/3.5 2" - 3/4/6 GPM 3/4/5 4 - 2/2/5 2 1/1/1 61 .75 1/1/1 PRESSURE LOSS DUE TO HEIGHT 4FT X .434 1 1 1 4 .75 2/2/2 8 2/2 4. 1.5 2/2/2 Y4" 4/4 (ie water softener, backflow preventer) 3 2/2 5. 10/ 10 14.7 7.5 2/2 PRESSURE REQUIRED AT HIGHEST FIXTURE 1 /2 2 1.75 1.5 - 1 /2/2 2 1.5 / 1.5 Moo 1 1.1 2 / 2 / 2 PSI 4 4/- TOTAL EQUIVALENT LENGTH OF PIPE FROM METER 3 3 2/2/2 1 Y/ 1.5/1.5/- 250 1.1 2/2/- FRICTION LOSS CALCULATION 3 4" 2.25 - 3 3 PSI/100 3 - 2.25 3/3/3 1Y" 1.5/1.5 DOMESTIC WATER SERVICE SIZE REQUIRED 1.1 12/2/2 Y" 10. 1.5/3/- 3 11.1 2.25 3/3 3 .5/.5/.75 1 - .5/.5/1 1 - / 2 / - 1.5 - / 3 / 3 2.5 - - 1 STRAINER & DRAIN VALVE WITH HOSE FITTING - - SOLENOID VALVE - - - 2/2/2 4 - - 1 1 UNIONREVIEWED CODE COMPLIANCE - - 2-1-12 BY?-% „raTE 1 - - 2 AD 1.5 -/2/2 ADA - 8 - AMERICANS WITH DISABILITIES ACT 2.25 6 ABOVE FINISHED FLOOR BR BRANCH CL CENTERLINE CO CLEANOUT CW COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN DIA, 0 DIAMETER FIC FLEXIBLE CONNECTION FCO TOTAL 3 TOTAL TOTAL FLOOR DRAIN NOTE A: FIXTURE UNITS FOR SIZING OF PLUMBING PER TABLE A2.1, APPENDIX A VENT #/#/# REPRESENTS PRIVATE/PUBLIC/ASSEMBLY. COLD WATER HOT WATER 39 TOTAL FIXTURE UNITS EQUALS 46 GPM BR IRRIGATION DEMAND - GPM 2" HVAC DEMAND - GPM - TOTAL WATER DEMAND - GPM 1. PRESSURE AVAILABLE AT STREET MAIN 61 PSI 2. PRESSURE LOSS DUE TO HEIGHT 4FT X .434 1.7 PSI 3. PRESSURE LOSS THRU WATER METER 2 PSI 4. PRESSURE LOSS THRU OTHER DEVICES ��" Y4" „ (ie water softener, backflow preventer) 11 PSI 5. TOTAL PRESSURE LOSS (add lines 2 thru 4) 14.7 PSI 6. PRESSURE REQUIRED AT HIGHEST FIXTURE 25 PSI 7. PRESSURE AVAILABLE FOR FRICTION LOSS 1 Mo 3/4" Moo (subtract lines 5 & 6 from line 1) 21.3 PSI 8. TOTAL EQUIVALENT LENGTH OF PIPE FROM METER 2" 2" 1 Y/ (DEVELOPED LENGTH x 1.5) 250 FT WATER CLOSET FRICTION LOSS CALCULATION 2" 4" 4" FROM LINE 7 21.3 PSI X 100 = 8.5 PSI/100 FT - FROM LINE 8 250 FT DF 1Y" 9. DOMESTIC WATER SERVICE SIZE REQUIRED 2 Y" 10. METER SIZE 1 1 2" Q 11. SEWER 4" PRESSURE REDUCING VALVE PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE NAME SYMBOL VENT WASTE COLD WATER HOT WATER BR RI BR RI BR RI FLOOR DRAIN FD 2" 2" 2" - - - - HOSE BIBB HB W C7 Rh lQ5 N�J CLAMP, STAINLESS RIM GUARD. S-1 SINK: "JUST" WDD-2233-SERIES-A-I8GA, TWO COMPARTMENT SINK EACH AT 33"x22"x7j6" DEEP, 18 GA. STAINLESS STEEL, SELF RIM, "KOHLER" MODEL 4205.000 � LL �w LAVATORY L 1 X" 2" 1 %" %4" ��" Y4" „ MOP SINK MS 2" 3" 3" Y4" Y" 3/4" Y" SINK S 1 M" 2" 1 Mo 3/4" Moo �4, �fz„ URINAL UR 2" 2" 2" 1 Y/ 3/4" - - WATER CLOSET WC 2" 4" 4" 11/ 1 " - - DRINKING FOUNTAIN DF 1Y" 2" 2" Y4 Y" - - COMPLIANCE NOTES MECHANICAL AND PLUMBING EQUIPMENT SHALL CONFORM TO THE FOLLOWING AS STATED IN THE ENERGY EFFICIENCY STANDARDS, 2013. 1. BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE EFFICIENCY REQUIREMENTS AS PRESCRIBED IN SECTIONS: 111. APPLIANCES REGULATED BY THE APPLIANCE EFFICIENCY STANDARDS: 112. HVAC EQUIPMENT EFFICIENCY AND PACKAGED CONTROLS: 113. SERVICE WATER HEATING EFFICIENCY AND CONTROLS: 114. POOL AND SPA HEATING EFFICIENCY AND CONTROLS: 115. RESTRICTIONS ON PILOT LIGHTS: 2. BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH SECTIONS. 121. REQUIREMENTS FOR VENTILATION: 122. REQUIRED CONTROLS FOR HVAC SYSTEMS: 123. REQUIREMENTS FOR PIPE INSULATION: 124. REQUIREMENTS FOR DUCT INSULATION: PIPING MATERIAL SCHEDULE 1. SOIL, STORM, WASTE AND VENT PIPE UNDERGROUND AND TO 6" ABOVE GROUND: SERVICE WEIGHT CAST IRON SOIL PIPE AND FITTINGS, ASPHALTIC COATED, CONFORMING TO CAST IRON SOIL PIPE INSTITUTE STANDARD #301 ASTM A-888 OR ASTM A-74 AND SO STAMPED. JOINTS SHALL BE NO -HUB CONFORMING TO CAST IRON SOIL PIPE INSTITUTE STANDARD #310; TY -SEAL OR EQUAL WITH GASKETS CONFORMING TO ASTM C 564 AND ASTM A74. SUSPENDED PIPE WITH NO -HUB JOINTS SHALL HAVE A SWAYBRACE AT 20'-0" MAXIMUM SPACING. 2. WASTE AND VENT PIPE ABOVE GROUND FROM LAVATORIES OR SINKS, RAINWATER LEADERS AND OVERFLOWS ABOVE THE FLOOR: CAST IRON SOIL PIPE AND FITTINGS WITH NO HUB JOINTS CONFORMING TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A-888 OR ASTM A-74 FOR ALL PIPE AND FITTINGS. JOINTS SHALL CONFORM TO CISPI 310 AND SHALL BE HUBLESS COUPLINGS COMPOSED OF STAINLESS STEEL SHIELD, CLAMP ASSEMBLY AND ELASTOMERIC SEALING SLEEVE. DWV DRAINAGE TUBING AND FITTINGS ARE ACCEPTABLE WHEN APPROVED. CONDENSATE DRAINS SHALL BE TYPE L HARD COPPER, WITH LONG SWEEP ELBOWS AND CLEANOUT TEES AT EACH CHANGE IN DIRECTION. CONNECT CONDENSATE DRAINS TO AIR CONDITIONING UNITS WITH P -TRAP AND RUN TO AN APPROVED RECEPTOR AND DRY WELL. PROVIDE VIBRATION ELIMINATORS AT A.C. UNITS. 3. WATER PIPE (HOT AND COLD WATER): TYPE L COPPER TUBING, HARD TEMPER, WITH WROUGHT COPPER FITTINGS. CAPPED OR PLUGGED OUTLETS SHALL BE SCHEDULE 40 SCREWED BRASS. PROVIDE FULL SOLDER CUP FITTINGS. 4. GAS PIPE: SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON SCREWED FITTINGS ABOVE GRADE; WELDED BELOW GRADE WITH CLASS 150 WELDING FITTINGS. CONNECT TO EACH ITEM OF GAS-FIRED EQUIPMENT WITH DRIP LEG AND VALVE. PROVIDE FLEX CONNECTION IN APPROVED SIZES WHERE APPLICABLE PLUMBING FIXTURE SCHEDULE DF -1 DRINKING FOUNTAINS (ADA COMPLIANT), HI -LO WALL MOUNTED COOLER "ELKAY" COLD WATER LINE MODEL EMABFTLR8LC, 8GPH, 115 V, 1 PH, 4.0 FLA, PUSH BAR, PROVIDE SPARE REPLACEMENT FILTER, ADA COMPLIANT. FD -1 FLOOR DRAIN, "SMITH" 2005YB, 5" SQUARE, NB TOP, CAST IRON BODY, TRAP PRIMER FIRE SERVICE LINE CONNECTION. HB -1 HOSE BIBB, "WOODFORD" 24P-3/4 , ROUGH BRASS, VACUUM BREAKER L-1 LAVATORY, "KOHLER" 20"x18 VITREOUS CHINA FAUCET KOHLER K-15597 WITH 1160594, HOT WATER LINE 35 GPM AERATOR & GRID STRAINER. PROVIDE 17 GA CHROME PLATED P -TRAP, - - - SUPPLIES AND STOPS. WALL HUNG, ADA. PROVIDE ZURN WALL CARRIER. PROVIDE TRUE BRO INSULATING VAV GUARD FOR HOT WATER AND DRAIN. MS -1 MOP SINK: "FLORESTONE" MODEL 96 W/DROP FRONT. PROVIDE MR -371 FAUCET WITH x x x VACUUM BREAKER, DOUBLE STOPS, BUCKET HOOK WITH BRACE, MR -370 HOSE WITH W C7 Rh lQ5 N�J CLAMP, STAINLESS RIM GUARD. S-1 SINK: "JUST" WDD-2233-SERIES-A-I8GA, TWO COMPARTMENT SINK EACH AT 33"x22"x7j6" DEEP, 18 GA. STAINLESS STEEL, SELF RIM, "KOHLER" MODEL 4205.000 � LL �w SINGLE LEVER FAUCET. OR EQUAL. ADA COMPLIANT. 1.8 GPM MAX FLOW. PROVIDE SANITARY SOIL OR WASTE LINE GARBAGE DISPOSAL. UR -1 URINAL "KOHLER" K -4960 -ET WASHOUT ADA URINAL, K-13519 PISTON TYPE MANUAL W FLUSH VALVE, 0.5 GPF WALL MOUNT. PROVIDE FLOOR MOUNT CARRIER. WC -1 WATER CLOSET, "KOHLER" K-4405. FLOOR MOUNTED ADA HEIGHT. K-13517 MANUAL - - - - - - - FLUSH PISTON TYPE 1.28 FLUSH VALVE. K -4731 -SC HEAVY DUTY PLASTIC OPEN FRONT LU W LESS COVER SEAT WITH WITH SELF-SUSTAINING CHECK HINGE. WC -2 WATER CLOSET, "KOHLER" K-4406. FLOOR MOUNT STANDARD HEIGHT. K-13517 MANUAL --1 FLUSH PISTON TYPE 1.28 FLUSH VALVE. K -4731 -SC HEAVY DUTY PLASTIC OPEN FRONT Ja LESS COVER SEAT WITH SELF-SUSTAINING CHECK HINGE. WHA -1 WATER HAMMER ARRESTER, "J. R. SMITH" HYDROTROL, PROVIDE ACCESS DOOR. TP -1 TRAP PRIMER: "PRECISION PLUMBING PRODUCTS" MINI -PRIME ELECTRONIC TRAP PRIMING 0 MANIFOLD WITH BOX, ACCESS DOOR, CIRCUIT BREAKER, TEST SWITCH, AND INSTALLED FLOOR DRAIN SOLENOID VALVE. 115V/1/60. PLUMBING EQUIPMENT SCHEDULE y� GAS WATER HEATER -1 1 "STATE" MODEL G56-40-YBVIS, NATURAL GAS, 40 GALLON CAPACITY, 40,000 BTU/HR, 44.7GPH ®90-F., 120V CONTROL POWER. POWER VENT. PROVIDE EXTERNAL CONDENSATE NEUTRALIZING KIT, NATURAL GAS. ET EXPANSION TANK -1: 1 "AMTROL" #ST -8 "THERM-X-TROL" EXPANSION TANK, 3.2 GALLON CAPACITY DIAPHRAGM TYPE, PRESSURIZED TANK CP CIRCULATION PUMP -1 1 "B&G" NBF25, 115V-10, 1.1 FLA, 1 GPM, 12TDH. PROVIDE WITH AQUASTAT AND "GRASSLIN" FM1D20A-120 DIGITAL TIME CLOCK WITH BATTERY BACK-UP, 120VAC. PLUMBING LEGEND 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 C9 b�pN Ep t CJ OCH - COLD WATER LINE n CONDENSATE DRAIN M W z Z u, F FIRE SERVICE LINE GAS Gd � M WZw - - HOT WATER LINE - - - HOT WATER RETURN aIL OVERFLOW X x x x x PIPING OR EQUIPMENT TO BE REMOVED W C7 Rh lQ5 N�J WdL RAINWATER LEADER m N RISE OR DROP IN DIRECTION OF FLOW � LL �w SANITARY SOIL OR WASTE LINE un SECONDARY CONDENSATE DRAIN LINE W TP TRAP PRIMER LINE - - - - - - - - - - VENT LU W Z $r --1 CLEANOUT & WALL CLEANOUT Ja -- FIRE DEPARTMENT CONNECTION FLOOR/ GRADE CLEAN OUT 0 FLOOR DRAIN > --+ HOSE BIBB/ WALL HYDRANT x TRAP TRAP PRIMER 'n BALANCING VALVE BALL VALVE f BUTTERFLY VALVE CHECK VALVE FLEXIBLE CONNECTION GATE VALVE SHUT OFF COCK Q PRESSURE GAUGE PRESSURE REDUCING VALVE w REDUCER o PRESSURE & TEMPERATURE RELIEF VALVE SHUT OFF VALVE STRAINER STRAINER & DRAIN VALVE WITH HOSE FITTING SOLENOID VALVE THERMOMETER BUTTE COUNTY DEVELOPMENT SERVICES I-- UNIONREVIEWED CODE COMPLIANCE 2-1-12 BY?-% „raTE ABV ABOVE ABC, OH ABOVE CEILING, OVERHEAD AD ACCESS DOOR ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR BR BRANCH CL CENTERLINE CO CLEANOUT CW COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN DIA, 0 DIAMETER FIC FLEXIBLE CONNECTION FCO FLOOR CLEANOUT FD FLOOR DRAIN FSR FIRE SPRINKLER RISER GCO GRADE CLEANOUT HW HOT WATER HWR HOT WATER RETURN I.E. INVERT ELEVATION (N) (E) NEW, EXISTING NIC NOT IN CONTRACT POC POINT OF CONNECTION P, TRV PRESSURE & TEMPERATURE RELIEF VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER (R) (D) RISE, DROP RD, OFL ROOF DRAIN, OVERFLOW RI ROUGH -IN RO RUN -OUT SMS SHEET METAL SCREWS SOV SHUT OFF VALVE TA, FA TO ABOVE, FROM ABOVE TB, FB TO BELOW, FROM BELOW TBR TO BE REMOVED TP TRAP PRIMER UG, OF UNDERGROUND, UNDERFLOOR UON UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF V, VR, VTR VENT, VENT RISER, VENT THRU ROOF WT WATERTIGHT WCO WALL CLEANOUT WHA _ WATER HAMMER ARRESTER �'Ev10, 7_D FOR CODE COMPLIANCE ZV ZONE VALVE 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 C9 b�pN Ep t CJ OCH m n M W z Z u, Gd � M WZw W C7 Rh lQ5 N�J m N � LL �w W LU W Z $r Ja 0 > > N He �0, W =QQ U w � o 10001 papE N (n All��o QROFESS/pN\ ti`s ' ..Tlib Na M-028557 Z' E* eng \ I arch RGA PROJECT # 15 -XXX DRAWN CHECKED STATUS DATE 2016.12.18 SHEET DESCRIPTION P0.1 PLUMBING LEGEND, NOTES AND SHCEDULES TRB AND ASSOCIATES Ill I L' __ -- ----- __ _ -- _ _ --_ _._ _ _ __------_--L _ _ _ __ _ ___ _... -__�_ -____ _ _ _._ _ _ _. __ 9 _ -- _ - _- - -- _ : _.. _ - --- ---_ -- r _ - --- - - _ _ - - -- -- -_ _ -- --- _ _----� _ _ _ _ - _ __ _ - ----- --- - -- __. _� _ _ ---.__ _ ------ ----- -- _ ___ -- __-- - --- -- __ _--- . -�_ -- _ -__- -- __ 9 - _ �;: . _ . _. ,I i HB -1 mi FCO I.E. 4 18" BFF WASTE 8c VENT PLU SCALE: ,/<,._,'_a.. HOT WATER, PLUMBING FL MBING FLOOR PLAN /--WHA W/ AD COLD WATER AND GAS OOR PLAN 1 4 HB -1 - 2 WAY CO SEE CIVIL \ FOR CONTINUATION i 40---'s I.E. ® 34" BFF O PERMIT # g� 6 — Z07 I BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE .-�—/� DATE "�—�'^%% BY / �`�� ,.} „r:.,. .. ,., -.'F... .�►� ..ire :; 'ice .. ,.. . ♦ ,a, w• :.k4' x.c+ D REVD"!' FOR CODE COMPLIANCE JAN 2 7 2017 TRe AND ASSOCIATES r • • architecture + engine RUSSELL, GALLAWAY SS®CI ATES in c. 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com JIM BRINSON ACTIVITY CENTER DURHAM PARKS & RECREATION DEPT. 9447 MIDWAY DURHAM, CA ASSESSORS PARCEL NUMBER 040-180-063 c7 m 12 E s=ci 808 m E. Z W Z N N Q Zd MC7 r VW, W E a JU o lz O N m cern <U �<1,000, c c Q a� c W UW wQQ � o M O N 41 S S VROFESS/pN� C Na Y-028557 DqL e/30/2m •'QFC f • en9 arch SHEET DESCRIPTION P2.2 PLUMBING FLOOR PLANS 9 C i!=