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B16-2040 024-190-017
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J 0 2 r \ nrN_ Z O �=x z ;U A r > ;:0 m0 N A D ,m O �z:E Kc N C 2 m N Z N ml a) 5 D<mr ISL A 0 Z m �zf K:c N�c=m N ® �N:Eml co -u N Co.O D<1?re ��/ 0 m H!9 O—r�* InZ �o 7) nN=O ZZ{ n pmz-4m p2D Z' >c>r G'w >200 y=m -Om (0 Z O Z X N O W C m K z A 0 N \ N m D W N 0 m O �zf K:c N�c=m N ® �N:Eml co -u N Co.O D<1?re ��/ 0 m H!9 O—r�* InZ �o 7) nN=O ZZ{ n pmz-4m p2D Z' >c>r G'w >200 y=m -Om (0 Z O Z X 5 1 /4"x11 7/8" LVL . ..p7 i •• i e II II ' 6" COLUMN / LVL (END VIEW) N.T.S. d- M 6 1/8" 6" COLUMN /LVL USE 2 — 3/4"0 MACHINE BOLT w/CUT WASHER & NUT ® LVL TO BRACKET 6"x6"x1/4" HSS COLUMN w/PREFAB LVL BRACKET (0I n I L.VL / 2—PLY TRUSS CONNECTION TRUSS BRACE PLANS TYP. 2x10 FASCIA TYP UBRACKET 6" COLUMN / LVL (PLANT VIEW) N.T.S. 1/2" THICK BRG PLATE. ALL OTHER PLATES 1/4" THICK MIN. 6" WELD ALL AROUND TO COLUMN N.T.S. it 1 USE 12"x12"x1/2 STEEL BASE PLATE W/ 3/16" WELD ALL AROUND TO COLUMN W/ (4) SIMPSON PABi EMBED ANCHOR BOLTS W/LEVELING NUTS UNDER PLATE. SET PLATE 6" BELOW TOP OF FTG & CONC. CAP �I USE 6"W'x3/16" HSS COLUMN 9'-8$" USE 2' DIA. x 3' DEEP FTG W/ 6"x6"x3/16" HSS COLUMN -1"t DRY PACR� 9 r COLD JOIN i N USE #4 SLOPE 1" JA o FROM COLUMNO.C. .e ' d .I TOP 4' �� I F 1 - .a OF FTG . 7 EINFOR( ER FDN LAN L USE 8"x8"x1 /4" HSS COLUMN USE 5' SQ. x 5' DEEP FTG W/ 8"x8"x1 /4" HSS COLUMN . rlo.. I ,. M � II. r ' I r � • �y 12" 1-9/16" f m04 PLAN VIEW I — �(1 -7/8"0 -6"x6"x3/16" HSS COLUMN -1/2" PLATE STEEL 6"x6"x3/16" HSS COLUMN I SECTION ILI316 1/2" PLATE STEEL 24" DIA. x 42" DEEP FTG / 6" HSS COLUMN 6" HSS COLUMN BASE DETAIL N.T.S. N.T.S. USE 2-1"0 MACHINE BOLT w/CUT WASHER & NUT ® 2—PLY TRUSS TO BRACKET OF COLUMN EP• 5�� 1—L 1/4 -WELD ALL AROUND BRACKET 1/2„ THICK BRG PLATE. 81/8” TO COLUMN ALL OTHER PLATES 1/4" 8"x8"x1/4" THICK MIN. HSS COLUMN 8" COLUMN/TRUSS (SIDE VIEW) N.T.S. PREFAB TRUSSES (4 PER FRAME) PER ROOF PLAN BUTTE COUNTY DEC 01 2016 DEVELOPMENT SERVICES (� FINISH GRADE BUILDING SECTION 8" COLUMN/TRUSS (TYP.) END VIEW N.T.S. 12 \Q 3.25 8"x8"x1 /4" HSS OLUMN & 1/ STEEL BASE PLATE 0 1 0 l o o l I I I I I II II I I I I 1 I I 1/2" THICK BRG PLATE. ALL OTHER PLATES 1/4" THICK MIN. TRUSS SIDE F \ LUA41V 2x8 TRUSS X—BRACING PER 1 � ROOF PLAN/ 5' SQ. x 5' DP FTG PLAN VIEW N.T.S. USE 2 — 1"0 MACHINE BOLT w/CUT WASHER & NUT ® 2—PLY TRUSS TO BRACKET SIDE2- L F RU\ Typ COLIi VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 01" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY 81/8" ALL �BRACKET 1/4" WELD A��^-��,� AROUNDr-78"x841 j TOr�� HSS COLUMN COLUMN 8" COLUMN/TRUSS (SIDE VIEW) N.T.S. W PO, O O 0 00 i O w H G7 O 0 U Q USE 8"x8"x1 /4" HSS COLUMN USE 5' SQ. x 5' DEEP FTG W/ 8"x8"x1 /4" HSS COLUMN ',,�— USE 14"x14"x1 /2" STEEL BASE PLATE W/ 1/4 WELD ALL AROUND TO COLUMN & PROVIDE LEVELING NUTS UNDER PLATE W/ /SK DRY PACK GROUT. USE (4) SIMP. PA65x6" 7Q EMBED ANCHOR BO)�S. / hdJ• S Ha:PD��S 14" TYP. 1-1/2" TYP. 1-1/2- TYP. n L — 3/4"0 (TYP.) I � 8"x8"x1/4" HSS COLUMN 1/2" PLATE STEEL I " a o r �� U� W � N °z SLOPE 1" AWAY W 0 0 FROM COLUMNS U N � � x ,1 Z > .::1 51\" W O> L --� - y�.� > J U U ,Y a 8 x8 xt/4 HSS COLUMN I I PERMIT# ■���=�© 1 `� BUTTE COUNTY DEVELOPMENT SERVICES I1 4 REVIEWED FOR I I I CODE COMPLIANCE I DATE�-IZ�------_------ BV 1/2" PLATE STEEL 8" HSS COLUMN BASE PLAN VIEW & SECTION N.T.S. STEEL COLUMN PLAN ADDENDUM Date 11 /23/16 Scale 3/8"-1'-0" M. SMJ 'o'" 165335 Shoot AX Page 1 OF 1 USE #4 SLOPE 1" AWAY 2" REBAR ® 12" FROM COLUMNO.C. TOP 4' . OF FTG ' >�. s... •,.' . }.�.. 3" MIN. CLEAR — fIs'.. a •�- D _ USE (3) ° 1 "x1 "x2" TO EARTH (TYP.) _ o iv ;, — `' — D a . • +.: LONG STEEL ° TABS w/rr Lo 1/4 WELD C14 —:. D ALL ARO UND #4 REBAR 16" • p: TAB TO O.C. E.W. ALL COLUMN EA. FACES .a SIDE OF �1—s—o, Hi I��< . <° COLUMN 4 e. a 5'-0" 3" MIN. USE #4 REBAR CLEAR TO ® 8" O.C. E.W. EARTH (TYP.) ®BTM 12" OF 5'x5' FTG. 5' SQ. x 5' DEEP FTG SECTION N.T.S. 8" COLUMN/TRUSS (TYP.) END VIEW N.T.S. 12 \Q 3.25 8"x8"x1 /4" HSS OLUMN & 1/ STEEL BASE PLATE 0 1 0 l o o l I I I I I II II I I I I 1 I I 1/2" THICK BRG PLATE. ALL OTHER PLATES 1/4" THICK MIN. TRUSS SIDE F \ LUA41V 2x8 TRUSS X—BRACING PER 1 � ROOF PLAN/ 5' SQ. x 5' DP FTG PLAN VIEW N.T.S. USE 2 — 1"0 MACHINE BOLT w/CUT WASHER & NUT ® 2—PLY TRUSS TO BRACKET SIDE2- L F RU\ Typ COLIi VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 01" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY 81/8" ALL �BRACKET 1/4" WELD A��^-��,� AROUNDr-78"x841 j TOr�� HSS COLUMN COLUMN 8" COLUMN/TRUSS (SIDE VIEW) N.T.S. W PO, O O 0 00 i O w H G7 O 0 U Q USE 8"x8"x1 /4" HSS COLUMN USE 5' SQ. x 5' DEEP FTG W/ 8"x8"x1 /4" HSS COLUMN ',,�— USE 14"x14"x1 /2" STEEL BASE PLATE W/ 1/4 WELD ALL AROUND TO COLUMN & PROVIDE LEVELING NUTS UNDER PLATE W/ /SK DRY PACK GROUT. USE (4) SIMP. PA65x6" 7Q EMBED ANCHOR BO)�S. / hdJ• S Ha:PD��S 14" TYP. 1-1/2" TYP. 1-1/2- TYP. n L — 3/4"0 (TYP.) I � 8"x8"x1/4" HSS COLUMN 1/2" PLATE STEEL I " a o r �� U� W � N °z SLOPE 1" AWAY W 0 0 FROM COLUMNS U N � � x ,1 Z > .::1 51\" W O> L --� - y�.� > J U U ,Y a 8 x8 xt/4 HSS COLUMN I I PERMIT# ■���=�© 1 `� BUTTE COUNTY DEVELOPMENT SERVICES I1 4 REVIEWED FOR I I I CODE COMPLIANCE I DATE�-IZ�------_------ BV 1/2" PLATE STEEL 8" HSS COLUMN BASE PLAN VIEW & SECTION N.T.S. STEEL COLUMN PLAN ADDENDUM Date 11 /23/16 Scale 3/8"-1'-0" M. SMJ 'o'" 165335 Shoot AX Page 1 OF 1 ABBREVIATIONS GENERAL NOTES A.B. ANCHOR BOLT IN.; " INCHES ABV. ABOVE INSUL. INSULATION CONSTRUCTION SHALL CONFORM THE THE REQUIREMENTS OF THE FOLLOWING CODES AND PROPOSED 80x200' POLE -BARN FOR. A.C. ASPHALTIC CONCRETE INT. INTERIOR ORDINANCES: <AIR CONDITIONER JT. JOINT 2013 CALIFORNIA BUILDING CODE ACC. ACCESS K. KIPS 2013 CALIFORNIA RESIDENTIAL CODE ADH. ADHESIVE KSF KIPS/SQUARE FOOT ACOUSTIC KIT. KITCHEN ADH. 2013 CALIFORNIA MECHANICAL CODE CHUCK MAYO ADJ. ADJACENT KSI KIPS/SQUARE INCH 2013 CALIFORNIA PLUMBING CODE A.F.F. ABOVE FINISH FLOOR L. LENGTH 2013 CALIFORNIA ELECTRICAL CODE AGG. AGGREGATE LL. LIVE LOAD 2013 CALIFORNIA FIRE CODE AL. ALUMINUM LAB. LABORATORY 2013 CALIFORNIA ENERGY CODE AND CALIFORNIA ENERGY COMMISSION STANDARDS 12236 ROBINSON ROAD, BUTTE COUNTY ALT. ALTERNATE LAD. LADDER 2013 CALIFORNIA REFERENCED STANDARDS CODE APPL APPLICABLE LAM. LAMINATE APPLICABLE LOCAL CODES AND ORDINANCES APPROX. APPROXIMATE LAV. LAVATORY ARCH. ARCHITECTURAL LB. LAG BOLT ASB. ASBESTOS LH. LEFT HAND ALL WORK SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY ASPH. ASPHALT LKR. LOCKER GUIDELINES FOR BUILDINGS AND FACILITIES. AUTO. AUTOMATIC LT. LIGHT, LEFT BD. BOARD LVR. LOUVER 1. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NOTED DIMENSIONS SHALL TAKE PRECEDENCE BEL. BELOW LW. LIGHTWEIGHT OVER SCALED DIMENSIONS. BBITUMINOUS . LIGHTWEIGHT CONCRETE 2. DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE BLDG.LDG. BUILDING MAX.MAMAXIMUM BLK. BLOCK MB MACHINE BOLT DESIGNER AND OR ENGINEER, PRIOR TO PROCEEDING WITH CONSTRUCTION. BLKG. BLOCKING MBR. MEMBER 3. NOTES THROUGHOUT THIS SET OF PLANS SHALL APPLY TO ALL SHEETS, WHERE NOTE IS BM. BENCH MARK MC. MEDICINE CABINET APPLICABLE. BOT., BTM. BOTTOM MECH. MECHANICAL 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS FOR CONSTRUCTION. WHERE BP - BWP BRACED WALL PANEL MEMS. MEMBRANE CONDITIONS ARE NOT SPECIFICALLY SHOWN BUT ARE OF SIMILAR CHARACTER TO DETAILS BRG. BEARING MFR. MANUFACTURER SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL APPLY. BBRICK M.H. MANHOLE BS.S. BOTH SIDES MIN. MINIMUM 5. ALL HOSE BIBBS SHALL HAVE NON -REMOVABLE BACKFLOW PREVENTION DEVICES. 6. PROVIDE STREET ADDRESS NUMBERS PLAINLY VISIBLE AND ON A CONTRASTING BSMT. BASEMENT MIR. MIRROR DIAL TOLL FREE BTWN. BETWEEN MISC. MISCELLANEOUS BACKGROUND COMPLYING W/ SEC. 501.2, CBC AND LOCAL ORDINANCES. VERIFY SIZE OF BVL. BEVELED M.O. MASONRY OPENING NUMBERS (4" MIN.) AND MOUNTING REQUIREMENTS PRIOR TO INSTALLATION. �-800-227-2600/811 CBC CALIF. BLDG CODE MTD. MOUNTED 7. ON SITE VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES AND CONDITIONS C.C. CENTER TO CENTER MTL. METAL AT LEAST TWO DAYS CAB. CABINET N NORTH SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB -CONTRACTORS. BEFORE YOU DIG C.B. CATCH BASIN (N NEW 8. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER STRIPPED. ALL JOINTS AND CEM. CEMENT N�A NOT APPLICABLE PENETRATIONS SHALL BE CAULKED AND SEALED UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA CER. CERAMIC N.I.C. NOT IN CONTRACT 9. AFTER INSTALLING THE INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS C.I. CAST IRON NO. OR # NUMBER LOCATION AN INSULATION CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER C.I.P. CAST IN PLACE NOM. NOMINAL STATING THAT "THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART C.J. CONTROL/CONSTRUCTION JOINT NTS NOT TO SCALE 2, CBC C.L. CENTER LINE N.P.T. NATIONAL PIPE THREAD ZONING CRITERIA CONSTRUCTION CRITERIA CLG. CEILING 0/ OVER 10. PROVIDE BATT INSULATION IN THE CEILING WHERE THE SLOPE EXCEEDS 2.5/12 CLKG. CAULKING O.A. OVERALL 11. PROVIDE FLASHING AT ROOF JUNCTIONS TO VERTICAL SURFACES, INCLUDING WALLS, CLO. CLOSET OBS. OBSCURE SKYLIGHTS, FIREPLACE CHIMNEY AND MECHANICAL CURBS CLR. CLEAR O.C. ON CENTER 12. FASTENERS SHALL CONFORM TO THE REQUIREMENTS OF THE CBC UNLESS SPECIFICALLY ZONING: AGRICULTURAL (AG -40) OCCUPANCY CLASS/USE: UTILITY "U"/ OPEN -SIDED BARN CMU CONCRETE MASONRY UNIT O.D. OUTSIDE DIAMETER NOTED ON THE PLANS TOTAL SITE AREA: 59.26 ACRES 100% COMP COMPACTED - COMPOSITION OFF. OFFICE 13. MANUFACTURED FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQUAL C.O. CLEAN OUT OH OVERHEAD CONSTRUCTION TYPE: V -B COL. COLUMN OPNG. OPENING HARDWARE SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS CONC. CONCRETE OPP. OPPOSITE 14. SPECIAL INSPECTIONS SHALL BE PER CHAPTER 17 OF THE 2013 CBC.. SPECIAL BUILDING AREA: 16,000 S.F. (80'x200') CONN. CONNECTION ORIG. ORIGINAL INSPECTORS SHALL BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO WORK CONSTR. CONSTRUCTION PC PROPERTY CORNER COMMENCING. VERIFY WITH THE BUILDING DEPARTMENT THE SCOPE OF TESTING TO BE BASE ALLOWABLE AREA: ONE STORY, UNLIMITED (CBC APPENDIX C, SECT. C102.2) CONT. CONTINUOUS PERP. PERPENDICULAR REQUIRED AND REPORTING TO BE SUBMITTED CORR. CORRIDOR PREFAB. PREFABRICATED 15. PROVIDE AND LOCATE WALL MOUNT FIRE EXTINGUISHERS PER LOCAL FIRE DEPARTMENT OCCUPANT LOAD: 16,000 S.F. / 300 GROSS = 53 OCCUPANTS (PER CBC TABLE 1004.1.2) C.O.T.G. CLEAN OUT TO GRADE PRCST. PRECAST CNTR. COUNTER PL. PLATE, PROPERTY LINE REQUIREMENTS EXITS REQUIRED: N/A (OPEN ON ALL SIDES CTR. CENTER P.L.F. POUNDS / LINEAL FOOT 16. NO HAZARDOUS MATERIALS WILL BE USED, STORED OR TRANSPORTED WITHIN THE BUILDING ) d PENNY P. LAM. PLASTIC LAMINATE DBL. DOUBLE PLAS. PLASTER COMMON PATH OF DEPT. DEPARTMENT PLYWD,; PW PLYWOOD BUILDING DESIGN CRITERIA EGRESS TRAVEL: 75 (NS) D.F. DOUGLAS FIR, DRINKING FNTN. PROP PROPERTY, PROPOSED D.H. DOUBLE HUNG P.T. PRESSURE TREATED EXIT ACCESS D.I. DRAIN INLET PTN. PARTITION, PORTION TRAVEL DISTANCE: 300 FEET (NS) (PER CBC SECTIONS 1014 AND TABLE 1016.2) DIA. DIAMETER P.S.F. POUNDS / SQUARE FOOT DIAG. DIAGONAL P.S.I. POUNDS / SQUARE INCH (THIS SPACE INTENTIONALLY LEFT BLANK) DIM. DIMENSION PVC. POLYVINYL CHLORIDE FIRE SPRINKLERS REQUIRED/PROVIDED: NO/NO (PER CBC 903) DIV. DIVISION QTY. QUANTITY DL. DEAD LOAD R. RISER, RADIUS FIREWALLS REQD/PROVIDED: NO/NO (CBC TABLE 602) ON. DOWN RAD. RADIUS DR. DOOR R.D. ROOF DRAIN DTL. DETAIL REF. REFERENCE DWR. DRAWER REFR. REFRIGERATOR DS. DOWN SPOUT RGTR. REGISTER PROJECT DIRECTORY SCOPE OF WORK DWG. DRAWING REINF. REINFORCED E. (E) EXIST. EAST, EXISTING REQ. REQUIRED EA. EACH RESIL RESILIENT E.F. EXHAUST FAN, EACH FACE REV. REVISION CONTACT: E.G. EXISTING GRADE RM. ROOM CHUCK MAYO 1. TO CONSTRUCT AN 80'x200' (16,000 S.F.) POLE BARN EJ. EXPANSION JOINT R.O. ROUGH OPENING 2700 COLUSA HWY EL., ELEV. ELEVATION R/W RIGHT OF WAY YUBA CITY, CA. 95991 ELEC. ELECTRICAL RWD. REDWOOD 530-870-6636 EMER. EMERGENCY S. SOUTH ENCL. ENCLOSURE S.C. SOLID CORE ENG. ENGINEER SCHED. SCHEDULE E.O.R. ENGINEER OF RECORD S.D. STORM DRAIN ENGINEER: E.P. EDGE OF PAVEMENT SECT. SECTION LAUGHLIN AND SPENCE EQ. EQUAL S.F. SQUARE FOOT/FEET EQUIP. EQUIPMENT SHR. SHOWER CIVIL ENGINEERS &SURVEYORS EQUIV. EQUIVALENT SHT. SHEET GARRY LAUGHLIN EST. ESTIMATE, ESTABLISH SIM. SIMILAR 1008 LIVE OAK BLVD. E.W. EACH WAY SPEC. SPECIFICATIONS YUBA CITY, CA 95991 EXIST. (E) EX. EXISTING SQ. SQUARE (530) 671-1008 EXPO. EXPOSED SS., SST. STAINLESS STEEL EXP. EXPANSION STA. STATION BUTTE Fax: (530) 671-0822 EXT. EXTERIOR STAG. STAGGER(ED) O0�1Y F'c CONCRETE COMP. STRENGTH STD. STANDARD F'm MASONRY COMP. STRENGTH STL. STEEL FAS. FASTEN OR FASTENER STOR. STORAGE SEP 14 2016 F.D. FLOOR DRAIN STIR. STRUCTURAL FDN FOUNDATION SUSP. SUSPENDED DEVELOPMENT F.E. FIRE EXTINGUISHER SYM. SYMMETRICAL SERVICES F.E.C. FIRE EXTINGUISHER CABINET T&B TOP & BOTTOM 816-dIOWD FF. FINISH FLOOR MD. TREAD VICINITY MAP SHEET INDEX FG FINISH GRADE T.B. TOWEL BAR FGL. FIBERGLASS T.B.C. TOP BACK OF CURB F.H. FIRE HYDRANT T.C. TOP OF CURB FIN. FINISH TEL. TELEPHONE FLR. FLOOR T.&G. TOUNGE AND GROOVE S TITLE SHEET FLASH. FLASHING THK. THICK C1 SITE PLAN FLUOR. FLUORESCENT T.P. TOP OF PAVEMENT FLX. FLEXIBLE T.V. TELEVISION SEPARATE PERMITS Al EXTERIOR ELEVATIONS FN., FEN. FENCE T.W. TOP OF WALL FND. FOUNDATION TYP. TYPICAL A2 FLOOR PLAN F.O.C. FACE OF CONCRETE UNF. UNFINISHED NONE F.O.F. FACE OF FINISH UNIF. UNIFORM A3 FOUNDATION/STRUCTURAL PLAN F.O.M. FACE OF MASONRY U.N.O., U.O.N. UNLESS NOTED OTHERWISE F.O.S. FACE OF STUD UR. URINAL PROJECT _NORTH' Aq ROOF PLAN N F.O. FRAMING V.G. VALLEY GUTTER M07csonSlough "-- "" 1�4rrrmons uehu- M- ••--- - FT. (') FOOT OR FEET V.T.R. VENT THROUGH ROOF i AJ BUILDING SECTION/DETAILS FTG. FOOTING VERT. VERTICAL I G1 CALIFORNIA RESIDENTIAL GREEN BUILDING CODE m FURR. FURRING W/ WITH i FUT. FUTURE W.C. WATER CLOSET G2 CALIFORNIA RESIDENTIAL GREEN BUILDING CODE m GA. GAUGE WD. WOOD GALV. GALVANIZED W.H. WATER HEATER CFF G.B. GRAB BAR, GYPSUM BOARD W/o WITHOUT DEFERRED SUBMITTALS o GRADE BREAK WP. WATERPROOF G.C. GENERAL CONTRACTOR WT. WEIGHT G.I. GALVANIZED IRON WWF WELDED WIRE FABRIC GL. GLASS Y.D. YARD DRAIN NONE o G.L.B. GLUE LAM. BEAM & AND iy 12236 RobluSon Road i GND. GROUND Q ANGLE i GR. GRADE Ot GVL./GRVL. GRAVEL x BY E 8 Hunter Speed works 9 GYP. BD. GYPSUM H.B. HOSE BIB CENTER LINE E H.C. HANDICAP DEGREE m HD HOLD DOWN A DELTA2 HDR. HEADER 0 "o a HDWD. HARDWOOD DIAMETER SPECIAL NOTES o HORIZ. HORIZONTAL FL FLOW LINE HT. HOUR< (>) LESS (GREATER) THAN . HEIGHT S (2) LESS (GREATER) THAN OR EQUAL TO ve n HTG. HEATING # POUND OR NUMBER NONE ;L: HVAC HEATING/VENTING/AIR COND. t PLUS OR MINUS gh_ o I.D. INSIDE DIAMETER (DIM.) PL PLATE, PROPERTY LINE FF j NOTE: THIS IS A GENERAL LEGEND SHEET. ALL ABREVIATIONS AND SYMBOLS MAY NOT EIE USED ON THIS PROJECT. x i i 11I VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0 ® 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY U w G� z U w b ED O O OU H 111 W a m m 00 Qr l O N b z W 0 b 0 O U a ~ 2 J y U O U o N rrl� mz Pte- yr.Ncq s q� U w b 111 W m m azo° N b z W 0 b 0 O U a ~ 2 J y U U o yr.Ncq s q� J:\5000\165000\165335 Mayo (Pole—Bom)\—Dwgs\03—Elevations.dwg 09/13/16 08:44 amLS2012-1 $ a —I 0 v < PROPOSED 80'x200' POLE BARN FOR: o _ m rn o Q m D o �; ayS o g9PPFq ° ° ° sq LAUGHLIN and SPENCE 0 N o Z m C4 // v r = crir II C4 j r CIVIL ENGINEERS & SURVEYORS CHUCK MAYO m00 m N O I 0 a ' 1008 Live Oak Boulevard 530 671 1008 esu. ( ) z N D z A= r- �....o� a m 0I J V• Yuba City, California 95991 fax (530) 671 0822 12236 ROBINSON ROAD, BUTTE COUNTY `c = 9003 yin I O I" o o a3 `� APN: 24-190-017 En 0 A Z ,^ V/ ^2 VT/ N D 0 m O n o0 O s C Co � ' AKA O W N CTI ON C ZN Z�m C ; -TI D > O o MOAN m-qm in N -0� mm A cn vN1 mD4� ra 03 � -13 Dm m -0 � � Z� mim OmA ZmD -V Z- -9rW cn m c Z D A jOp� -Ti m O Z7 N ;U Z N m N N W N r m o -N N cn C7 vm O rri ;0 DAm q �J O D N Z N m �e b z I 0 C z �to D W r m _N 0 Z G7 z Z (n s D O tt o 0 � O O I \ y C z Z O t� r rl cI r � O N U7 y I 00 FF O $ a o < PROPOSED 80'x200' POLE BARN FOR: o _ m rn o Q m D o �; ayS o g9PPFq ° ° ° sq LAUGHLIN and SPENCE 0 N o Z m C4 // crir II C4 j r CIVIL ENGINEERS & SURVEYORS CHUCK MAYO m00 m N I 0 a ' 1008 Live Oak Boulevard 530 671 1008 esu. ( ) z N D z A= r- �....o� a m O Z Yuba City, California 95991 fax (530) 671 0822 12236 ROBINSON ROAD, BUTTE COUNTY `c = 9003 yin a3 `� APN: 24-190-017 En 0 A m 00 �00a �� J' CSN CQ� O ' C7 Z Zoo z� o *1 n o 0 o *c> _o ,o Z ROm NZ N Z It r 0 o O00 W CO C f ��N � C N -P I- N Z0 (7 Z�O r�1 Ao zc7� n * n O 9 r �0 r r- 1� C c O Z N Z K _ =s mNA S R PROPOSED 80'x200' POLE BARN FOR: �, Z �, O_ 4P O)P !n (O bmmwooi'o ro. m y Gq9 Fp (A) n O =mA0 C4A� P9� LAUGHLIN and SPENCE �,� Zo-<(P L Ca aDCmmo mm O L 9 O 2 Z�rv�mm Ao "'+n o On rr10 Dz r-mOn �� Crl z zoo�mN �� ? o c o CIVIL ENGINEERS 8i SURVEYORS ��T T�V 1� /� /� ATO Zm Wim_ o��aw o o i �'> Ky py $ Z� �? 1008 live Oak Boulevard (530) 671 1008 v j1 1V117 j G��Dz D2m <<w TQMRym h9 N\�� Yuba City, California 95991 fax (530) 671 0822 12236 ROBINSON ROAD, BUTTE COUNTY o= Zz>D m m F m w i * 133N APN: 24-190-017 -4 z s O 12"x12" PTDF COLUMN @ 14' O.C. TYP. ROW 1 & ROW 2 12"x12" PTDF COLUMN ® 14' O.C. TYP. ROW 1 & ROW 2 8"x8" PTDF COLUMN ROW 3 ONLY 12"x12" PTDF WOOD COLUMN (TYP) SLOPE 1" TYP. 5'-0" SQUARE I 5' SQ. x 5' DP FOOTING DETAIL N.T.S. FINISHED GRADE #4 REBAR 0 16" O.C. EA. WAY ALL FACES 3" CLEAR MIN. REINFORCING TO EARTH TYP. 1"0 DRAIN -USE #4 REBAR ® 12" O.C. EA. WAY, 3" OFF BTM FOR 12" THICK CONC. PAD 12" THICK CONC. PAD w/1"O DRAIN UNDER COLUMN,.0SE 5 -SACK CONCRETE. FOUNDATION NOTES: 1. ALL CONCRETE SHALL BE A MINIMUM 5 SACK MIX WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. SPECIAL INSPECTION IS NOT REQUIRED UNLESS THE FOUNDATION WAS DESIGNED USING THE CONCRETE COMPRESSIVE STRENGTH IN EXCESS OF 2,500 PSI. THE READI-MIX COMPANY SHALL PROVIDE THE CONTRACTOR PROOF OF THE DESIGN MIX MEETING THIS REQUIREMENT. FLY -ASH SHALL NOT BE SUBSTITUTED FOR CEMENT. 2. CEMENT SHALL CONFORM TO ASTM C-150, TYPE II 3. REINFORCING STEEL SHALL BE ASTM A-615, GRADE 40 MINIMUM (UNLESS NOTED OTHERWISE) 4. FOOTINGS SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL AT A DEPTH BELOW GRADE AS SHOWN OR NOTED. 5. ALLOWABLE SOIL BEARING VALUES OF 1,200 PSF WERE USED IN THE DESIGN OF THE FOOTINGS. 6. BOTTOM OF ALL FOOTING TRENCHES SHALL BE CLEAN, LEVEL AND FREE OF STANDING WATER. 7. VERIFY ALL DIMENSIONS WITH FLOOR PLAN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE DESIGNERS ATTENTION AND BE RESOLVED PRIOR TO CONTINUING WORK. 8. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. �' f- I J'I 7 II lAl11 111 8"x8" PTDF WOOD COLUMN (TYP) USE 2 - J"O ANCHOR BOLTS w/MIN. 12" EMBEDMENT & SIMPSON ABU88Z w/SDS SCREWS /FINISHED GRADE O Q •, o p O y°— REBAR CAGE USING #4 I 1 a d I.. REBAR ® 16" MAX. FACEEACH WAY, EACH OI' d I dQ I � aaQ �Q 2'-0" DIA. T DIA. x 3' DP FOOTING DETAIL N.T.S. 3" CLEAR MIN. REINFORCING TO EARTH 2"x12" PTDF COLUMN @ 14' O.C. TYP. ROW 1 & ROW 2 2"x12" PTDF COLUMN ® 14' O.C. TYP. ROW 1 & ROW 2 8"x8" PTDF COLUMN ROW 3 ONLY FOUNDATION P LAN I RF\/I CInNIc ' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0®1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY 18003 OF r_ THESE PLANS ARE CONSIDERED PRELIMINARY OR 'FOR REVIEW UNLESS WET SIGNED AND SEALED BY THE ENGINEER. THEY SHALL NOT BE USED FOR CONSTRUCTION UNLESS STAMPED APPROVED BY THE LOCAL AGENCY. Date 9/13/16 Seals 1/8"-1'-0" Dram SMJ Joh 165335 Shoat A3 Page 5OF9 w 0 U W N � � 00 Q O� V rn o �o — pi 4 N r4 U M F. N 18003 OF r_ THESE PLANS ARE CONSIDERED PRELIMINARY OR 'FOR REVIEW UNLESS WET SIGNED AND SEALED BY THE ENGINEER. THEY SHALL NOT BE USED FOR CONSTRUCTION UNLESS STAMPED APPROVED BY THE LOCAL AGENCY. Date 9/13/16 Seals 1/8"-1'-0" Dram SMJ Joh 165335 Shoat A3 Page 5OF9 USE 4x8 PURLIN w/SIMP. U48 HGR ® EAVE FOR 2 BAYS — TOTAL 8 USE 12"x12" PTDF COLUMNS (:D- 0 ROW 1 & ROW 2 PROVIDE STRONGBACK ® 4'-8" - O.C. ON BTM CHORD STIFFENERS IN 1ST & LAST BAYS TYP. J 0_ I TOP CHORD TRUSS BRACING TYPICAL THROUGHOUT ALL BAYS. PURLINS — USE 2x8 DF#1 @ 32" O.C. w/SIMP. U28 HGR EA. END G H I J K L M N 0 A A5 ' \ aA AI 11 A5 IIII 111 11 111 111 III 111 \ \ \ al 11 11 IIII 111 all IA 111 111 af) 1 X A II 1 X \ \ pp IA al IIA XII nl 111 111 111 _ - -- \ I I I I--------------- ------- I I I . \ 111 111 AI 11 AA AI XII All Ill \ 111 1 111 11 p1 IIF -_ _ _ AI 11 X11 111 111 \ Ip IA 11 11 AI 11 IIII pll 111 II 1 II ----AA--------_ ---— — — — — — — \\\ X11.. }IX} }II y^.. } Ir �Ip}-----------}AI}I it J 11 JJ I X J J I I J J p p J J A I J J I I J J X I J J II A J J I I J J oil J NIIN 0404v11N NIIN NIN NIIN N INNIIN NI N \ 1 A F 111 111 p_ H 111-- p -.AI H-- 11 H H a1 A 1 1 X 111 N \\\ NIIN NI (� NI N(� NII -N ------------SIN NIIN NIIN NIIN NIIN II \\ l a IN I n I I of [ a l-1_---------_ SII I �. % 1� Of 1 1 w a 11 I X of II \ H A 0 H- 1- 1II H H III H H p p H H 11 H H XI 1- H AI H 11 H XII 1- H A X H BOTTOM CHORD TRUSS BRACING TYPICAL / I X IN IN ,, IA -------__tea 1 11 a s n I I u THROUGHOUT ALL BAYS — USE 2x8 DF#2 0 96" O.C. w/SIMP. U28 HGR EA. END /// I I I I 1 a I I_ ---------------.N I -00 cU I / 111 111 111 II 11 11 O II 11 II IIA 111 111 111 pp 11 11 11 AA 11 AI USE J"O STEEL ROD w/3x3x j" WASHER 111 111 IA 111 la 111 la AX IA BEVEL WASHER — 10 ® EA. END OF BLDG. TYP. /41 --- -- ---I-- ------------- --- --- N---------,-- --- —------, ----- ---- ,--------�C.�� 111 In In 111 III 111 111 11 1n / / XII 111 III IAF------------_-�IIX 111 111 la 11 / X11 111 III pp Ia 1A 10 111 Ia 11 pp all 111 III _ _ _ _ _111 111 N 111 111 111 I / la 111 1 111 IaF_ 111 111 M 111 111 111 USE 12"x12" PTDF COLUMNS 2 / / ® ROW 1 & ROW 2 / I TYP.----------------e 3 I I USE 8x8 PTDF COLUMNS ROW 3 ONLY 3 -- ! -- -- A 5 -1/4"x11 -7/8"x13' -6"t LVL TYP. 1: r1 TRUSS X -BRACE DETAIL 1 N.T.S. METAL ROOF PER MANUFACTURER'S SPECIFICATIONS <8 DF#2 w/4 — SIMP. SDS --S (TYP.) STRONGBACK #1 2x6 w/1 — 16d ® 24" O.C. TO 2x4 TYP. — 2x4 FLAT w/2 — 16d EA. 2x8 CROSSING TYP. In 11 Xa /� IA 11 IIA II II / / / / USE 2 — J"O MACHINE BOLTS w/CUTIVASHER & NUT, 3-1/ POST CENTER, 2 BO111S S PER COLUMN TYP. 1 -- 11 XI AI 11 XI 11 / 11 II II // / la AI 11 }111} x-11} }pA� a1IId app a �p1 a III IIII IIII /04 04 04 04 C4 C4 l SUSE 4x8 PURLIN w/SIMP. U48 HGR AVE FOR 2 BAYS — TOTAL 8 1 USE 12"x12" PTDF COLUMNS ® ROW 1 & ROW 2 (0 1-- 2—PLY TRUSS TYP. 2—PLY TRUSS TYP. 4'-8" O.C. 4'-8" O.C. 4'-8" O.C. H H 1 1 N TYP. L� 2x8 BTM CHORD STIFFENER TYP. THROUGHOUT W ooil 0 w�M / 11--0--11 ` I II U a II H � N CD 1 11 S Wm � S � /-/ m Ln C7 �o o� I I QU I I /- Q o0 U U o avo} !�D a � N C) h�'y mz M N a ...i d 11 111 II - la 111 II \ II 11 H \\ pall Ia 111 \ I all 111 111 Zo � 11 IIII 111 \ \ \ II I \ \ 11 la AA \ \ _— ',1 a II IN IX %II %II \ \ \ STRONGBACK OCCURS IN 1ST & LAST BAYS ONLY STRONGBACK DETAIL N.T.S. PREFAB TRUSSES (4 PER FRAME) w/METAL ROOF OVER TOP. 2 USE 12"x12" PTDF COLUMNS �\ \\ ® ROW 1 & ROW 2 3 USE 8"x8" PTDF COLUMNS ROW 3 ONLY. USS 2 — 3/4"0 MACHINE BOLTS w/CUT $ WASHER & NUT, 3-1/2" TO POST CENTER TYF:I. 4 BOLT DIAMETERS MIN. FM EDGES. 2 BOLTS PER COLUMN TYP. STRONGE3ACK #2 2x6 w/1 — 16d ® 24" O.C. TO 2x4 TYP. 2x4 FLAT w/2 — 16d EA. 2x8 CROSSING TYP. ROOF PLAN' 1 VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY 2—PLY TRUSS TYP. 2—PLY TRUSS TYP. 4'-8" O.C. 4'-8" O.C. 4'-8" O.C. TYP. TYP. TYP. 2x8 BTM CHORD STIFFENER TYP. THROUGHOUT W STRONGBACK OCCURS IN 1ST & LAST BAYS ONLY STRONGBACK DETAIL N.T.S. PREFAB TRUSSES (4 PER FRAME) w/METAL ROOF OVER TOP. 2 USE 12"x12" PTDF COLUMNS �\ \\ ® ROW 1 & ROW 2 3 USE 8"x8" PTDF COLUMNS ROW 3 ONLY. USS 2 — 3/4"0 MACHINE BOLTS w/CUT $ WASHER & NUT, 3-1/2" TO POST CENTER TYF:I. 4 BOLT DIAMETERS MIN. FM EDGES. 2 BOLTS PER COLUMN TYP. STRONGE3ACK #2 2x6 w/1 — 16d ® 24" O.C. TO 2x4 TYP. 2x4 FLAT w/2 — 16d EA. 2x8 CROSSING TYP. ROOF PLAN' 1 VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY THESE PLANS ARE CONSIDERED PRELIMINARY OR "FOR RENEW UNLESS WET SIGNED AND SEALED BY THE ENGINEER. THEY SHALL NOT BE USED FOR CONSTRUCTION UNLESS STAMPED APPROVED BY THE LOCAL AGENCY. Dab 9/13/16 Seale 1/8„-1'-0” D SMJ Jab 165335 Sliest A4 Page 6 OF 9 W ooil 0 w�M 11--0--11 ` w V U a H � CD fV Wm A 00 m C7 �o o� QU o o0 U U o avo} !�D a � N C) h�'y mz M N a ...i d THESE PLANS ARE CONSIDERED PRELIMINARY OR "FOR RENEW UNLESS WET SIGNED AND SEALED BY THE ENGINEER. THEY SHALL NOT BE USED FOR CONSTRUCTION UNLESS STAMPED APPROVED BY THE LOCAL AGENCY. Dab 9/13/16 Seale 1/8„-1'-0” D SMJ Jab 165335 Sliest A4 Page 6 OF 9 W ooil 0 w V Wm � m C7 �o o� �zmo w o0 U U avo} (2) THESE PLANS ARE CONSIDERED PRELIMINARY OR "FOR RENEW UNLESS WET SIGNED AND SEALED BY THE ENGINEER. THEY SHALL NOT BE USED FOR CONSTRUCTION UNLESS STAMPED APPROVED BY THE LOCAL AGENCY. Dab 9/13/16 Seale 1/8„-1'-0” D SMJ Jab 165335 Sliest A4 Page 6 OF 9 2x10 FASCIA w/2 16d @ 24" O.C. Mtr1 P\ ROOF na SIMP. UC26Z w/2x8 IDF#1 TRUSS BRACE FINISH GRADE I M -7 10' - USE 2 - J"O MACHINE BOLT w/CUT WASHER & NUT @ 2 -PLY TRUSS TO LVL CONNECTION, MIN. 7 BOLT DIAMETERS FROM ENDS & 4 BOLT DIAMETERS FROM EDGES. �- 2 -PLY TRUSS EA. SIDE OF COLUMN TYP. 5 -1/4"x11 -7/8"x13' -6"t LVL USE J" O MACHINE BOLT w/CUT WASHER & NUT @ 8"x8" COLUMN TO LVL CONNECTION, 2 PER COLUMN TYP. MIN. 4 BOLT DIA. FROM EDGES. }h c� uMN 8"x8" PTDF COLUMN OF CO\ TRUss 3���i TRUSS T1 (2 -PLY) EA. SIDE OF COLUMN @ 48 PURLIN w/SIMP. HUC48 PER ROOF PLAN 12"x12" WOOD COLUMN SLOPE 1" AWAY FROM COLUMN I[I L' FOOTINGS PER FOUNDATION PLAN TRUSS T1 (2 -PLY) EA. SIDE OF COLUMN M' w:>: ,� ` \Z 12"x12" PT DF COLUMN NOTCHED 3"t TO PROVIDE TRUSS BEARING SURFACE J"O MACHINE BOLT 1 w/CUT WASHER & NUT. 4 BOLT DIAMETERS MIN. j I 9 FM EDGES. I 3" I I I 2 12" COLUMN/TRUSS DETAIL N.T.S. 2x8 TRUSS \ X -BRACING PER ROOF PLAN METAL ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS STRONGBACK WHERE OCCURS PER ROOF P BOTTOM CHORD TRUSS -0" O.C. TYP. BRACING USE 2x8 DF#2 @ 96" O.C. w/SIMP. LU28 TYP. THROUGHOUT ALL BAYS. 'J"O MACHINE BOLT w/CUT WASHER & NUT, 2 PER COLUMN TYP. 4 i 4 BOLT DIAMETERS FM EDGES TYP. N I O E 12"x12" PT DF COLUMN NOTCHED 3-1 /2" 3"f EA. SIDE TO PROVIDE TYP. TRUSS BEARING SURFACE 71n 1 12" COLUMN/TRUSS DETAIL N.T.S. RUSS T1 (2 -PLY) A. SIDE OF COLUMN J"O MACHINE BOLT w/CUT WASHER & NUT, 2 PER COLUMN TYP. �12"x12" PT DF COLUMN NOTCHED 3"t EA. SIDE TO PROVIDE TRUSS BEARING SURFACE �12" COLUMN/TRUSS (SIDE VIEW)COLUMN/TRUSS (SIDE VIE �a N.T.S. M �12" COLUMN/TRUSS (SIDE VIE (SIDE VIE �a N.T.S. RUSS T1 (2 -PLY) A. SIDE OF COLUMN J" 0 MACHINE BOLT w/CUT WASHER & NUT 2 PER COLUMN TYP. <12" PT DF COLUMN -CHED 3"f TO PROVIDE SS BEARING SURFACE 2x8 TRUSS X -BRACING PER ROOF PLAN ll T TTY TITIN T!"1 ("1 T lnITT!\A T 12"x12" PTDF COLUMN EDGE TYP. I I I I 8"x8" PTDF I COLUMN EDGE 1 OFFSET J" TYP. OFFSET 6" TOP CHORD TRUSS BRACING USE 2x8 DF#1 @ 32" O.C. w/SIMP. LU28 PREFAB TRUSSES (4 PER FRAME) PER ROOF PLAN TYPICAL TRUSS CONNECTOR PLATE 2x8 TRUSS X -BRACING PER ROOF PLAN 12 3.25 TOP CHORD TRUSS BRACING USE 2x8 DF#1 @ 32" O.C. w/SIMP. LU28 TYP. THROUGHOUT ALL BAYS. TRUSS T� (2, SIDE zz- U I 8'-0" O.C. TYP. ROD BRACING WHERE OCCURS. USE J" 0 STEEL ROD w/3x3xj" WASHER & BEVEL WASHER - 10 @ EA. END OF BLDG, PER ROOF PLAN. 2 -PLY T1 TRUSS TYP. 5-1/4: x11-7/8' LVL TYP. 2 - J"O MACHINE BOLT W/CUT WASHER & NUT. MIN. 7 BOLT DIA. FM EDGES. 5 -1/4"x11 -7/8"x 13'-6"± LVL TYP. 2x8 TRUSS BRACE PE R PLANS TYP. Z2x10 FASCIA TYP. `�� '`� METAL ROOF EDG n LVL TO COLUMN (PLAN VIEW) N.T.S. 2x8 TRUSS X -BRACING PER ROOF PLAN / VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0�1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY METAL ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS PREFAB TRUSSES (4 PER FRAME) PER ROOF PLAN 48 PURLIN w/SIMP. HUC48 PER ROOF PLAN \-5-1/4"X11-7/8" LVL 12"x12" PTDF COLUMN 8"x8" PTDF COLUMN - 3/4 (BEYOND) OFFSET J" FROM 12"x12" COLUMN (BEYOND) T f TT 11....1,_ l' -- I +-- 3/4" 0 MACHINE BOLT w/CUT * WASHER & NUT, 2 PER I I COLUMN TYP. MIN. 4 BOLT -- - DIAMETERS FM EDGES I 8"x8" PTDF COLUMN NOTCHED 3-1/2"t TO PROVIDE LVL BEARING SURFACE 33., 31" o a Of 000 I r) U) I 4 8" COLUMN/LVL SIDE VIEW N.T.S. BUILDING SECTION & DET. i*n Dace 9/13/16 Scale 3/8,.=1'-0" Drawn SMJ JI 165335 Sheet A5 Page 7 OF 9 •I T I O a 0 o � A 000 a Q U o� �o SLOPE 1" AWAY O j.,� X FROM COLUMN z FINISH GRADE rr ll M z a V III. h L\ I I ` 7 o %✓m w :. \-5-1/4"X11-7/8" LVL 12"x12" PTDF COLUMN 8"x8" PTDF COLUMN - 3/4 (BEYOND) OFFSET J" FROM 12"x12" COLUMN (BEYOND) T f TT 11....1,_ l' -- I +-- 3/4" 0 MACHINE BOLT w/CUT * WASHER & NUT, 2 PER I I COLUMN TYP. MIN. 4 BOLT -- - DIAMETERS FM EDGES I 8"x8" PTDF COLUMN NOTCHED 3-1/2"t TO PROVIDE LVL BEARING SURFACE 33., 31" o a Of 000 I r) U) I 4 8" COLUMN/LVL SIDE VIEW N.T.S. BUILDING SECTION & DET. i*n Dace 9/13/16 Scale 3/8,.=1'-0" Drawn SMJ JI 165335 Sheet A5 Page 7 OF 9 •I T I DIVISION 4.3 - PLANNING AND DESIGN 4.106.1 GENERAL. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES, MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH THIS SECTION. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. 1. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER CN THE SITE. 2. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 3. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. 4.106.3 SURFACE DRAINAGE. THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER FROM ENTERING BUILDINGS. CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE SURFACE WATER FLOWS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. SWALES 2. WATER COLLECTION AND DISPOSAL SYSTEMS 3. FRENCH DRAINS 4. WATER RETENTION GARDENS 5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE DIVISION 4.3 - WATER EFFICIENCY AND CONSERVATION SECTION 4.301 GENERAL 4.301.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL ESTABLISH THE MEANS OF CONSERVING WATER USED INDOORS, OUTDOORS AND IN WASTEWATER CONVEYANCE. SECTION 4.302 DEFINITIONS 4.302.1 DEFINITIONS. RESERVED. SECTION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING: 4.303.1.1 WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK -TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK -TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 4.303.1.2 URINALS. THE EFFECTIVE FLUSH VOLUME OF URINALS SHALL NOT EXCEED 0.5 GALL -ONS PER FLUSH. 4.303.1.3 SHOWERHEADS. 4.303.1.3.1 SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. 4.303.1.4 FAUCETS. 4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE- OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS. THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI. 4.303.1.4.3 METERING FAUCETS. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.25 GALLONS PER CYCLE. 4.303.1.4.4 KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT E=XCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.303.2 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. SECTION 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPL-Y WITH THE FOLLOWING: 1. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. 2. WEATHER -BASED 0 CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. NOTE: MORE INFORMATION REGARDING IRRIGATION CONTROLLER FUNCTION AND SPECIFICATIONS IS AVAILABLE FROM THE IRRIGATION ASSOCIATION. DIVISION 4.4 -MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 4.401 GENERAL 4.401.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF ACHIEVING MATERIAL CONSERVATION AND RESOURCE EFFICIENCY THROUGH PROTECTION OF BUILDINGS FROM EXTEWOR MOISTURE; CONSTRUCTION WASTE DIVERSION; EMPLOYMENT OF TECHNIQUES TO REDUCE POLLUTION THROUGH RECYCLING OF MATERIALS; AND BUILDING COMMISSIONING OR TESTING, ADJUSTING AND BALANCING. SECTION 4.402 DEFINITIONS 4.402.1 DEFINITIONS. RESERVED. SECTION 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. 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 OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE. 3. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS 1 THROUGH 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 1. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. 2. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE -SEPARATED) OR BULK MIXED (SINGLE STREAM). 3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE TAKEN. 4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED. 5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. SECTION 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH. THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. D. LANDSCAPE IRRIGATION SYSTEMS. E. WATER REUSE SYSTEMS. 3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER. 7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. 5. DIVISION 4.5 -ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT AND WELL-BEING OF A BUILDING'S INSTALLERS, OCCUPANTS AND NEIGHBORS. SECTION 4.502 DEFINITIONS 4.502.1 DEFINITIONS. THE FOLLOWING WORDS AND TERMS SHALL, FOR THE PURPOSES OF THIS CHAPTER AND AS USED ELSEWHERE IN THIS CODE, HAVE THE MEANINGS SHOWN HEREIN. AGRIFIBER PRODUCTS. AGRIFIBER PRODUCTS INCLUDE WHEATBOARD, STRAWBOARD, PANEL SUBSTRATES AND DOOR CORES, NOT INCLUDING FURNITURE, FIXTURES AND EQUIPMENT (FF&E) NOT CONSIDERED BASE BUILDING ELEMENTS. COMPOSITE WOOD PRODUCTS. COMPOSITE WOOD PRODUCTS INCLUDE HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD. COMPOSITE WOOD PRODUCTS DO NOT INCLUDE HARDBOARD, STRUCTURAL PLYWOOD, STRUCTURAL PANELS, STRUCTURAL COMPOSITE LUMBER, ORIENTED STRAND BOARD, GLUED LAMINATED TIMBER AS SPECIFIED IN "STRUCTURAL GLUED LAMINATED TIMBER" (ANSI A190.1-2002) OR PREFABRICATED WOOD I -JOISTS. DIRECT -VENT APPLAINCE. A FUEL BURNING APPLIANCE WITH A SEALED COMBUSTION SYSTEM THAT DRAWS ALL AIR FOR COMBUSTION FROM THE OUTSIDE ATMOSPHERE AND DISCHARGES ALL FLUE GASES TO THE OUTSIDE ATMOSPHERE. MAXIMUM INCREMENTAL REACTIVITY (MIR). THE MAXIMUM CHANGE IN WEIGHT OFOZONE FORMED BY ADDING A COMPOUND TO THE "BASE REACTIVE ORGANIC GAS (ROG) MIXTURE" PER WEIGHT OF COMPOUND ADDED, EXPRESSED TO HUNDREDTHS OF A GRAM (g 03/g ROC). NOTE: MIR VALUES FOR INDIVIDUAL COMPOUNDS AND HYDROCARBON SOLVENTS ARE SPECIFIED IN CCR, TITLE 17, SECTIONS 94700 AND 94701. MOISTURE CONTENT. THE WEIGHT OF THE WATER IN WOOD EXPRESSED IN PERCENTAGE OF THE WEIGHT OF THE OVEN -DRY WOOD. PRODUCT -WEIGHTED MIR (PWMIR). THE SUM OF ALL WEIGHTED MIR FOR ALL INGREDIENTS IN A PRODUCT SUBJECT TO THIS ARTICLE. THE PWMIR IS THE TOTAL PRODUCT REACTIVITY EXPRESSED TO HUNDREDTHS OF A GRAM OF OZONE FORMED PER GRAM OF PRODUCT (EXCLUDING CONTAINER AND PACKAGING). NOTE: PWMIR IS CALCULATED ACCORDING TO EQUATIONS FOUND IN CCR, TITLE 17, SECTION 94521(A). REACTIVE ORGANIC COMPOUND (ROC). ANY COMPOUND THAT HAS THE POTENTIAL, ONCE EMITTED, TO CONTRIBUTE TO OZONE FORMATION IN THE TROPOSPHERE. VOC. A VOLATILE ORGANIC COMPOUND BROADLY DEFINED AS A CHEMICAL COMPOUND BASED ON CARBON CHAINS OR RINGS WITH VAPOR PRESSURES GREATER THAN 0.1 MILLIMETERS OF MERCURY THESE MPTYPICALLY AT ROOM TEMPERATURE.ECO COMPOUNDS CONTAIN HYDROGEN AND MAY CONTAIN OXYGEN, NITROGEN AND OTHER ELEMENTS. SEE CCR TITLE 17, SECTION 94508(A). NOTE: WHERE SPECIFIC REGULATIONS ARE CITED FROM DIFFERENT AGENCIES SUCH AS SCAQMD, ARB, ETC., THE VOC DEFINITION INCLUDED IN THAT SPECIFIC REGULATION IS THE ONE THAT PREVAILS FOR THE SPECIFIC MEASURE IN QUESTION. SECTION 4.503 FIREPLACES 4.503.1 GENERAL. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOOD STOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. SECTION 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING M F INSTALLATION R DURING STORAGE ON THE CONSTRUCTION CONSTRUCTION. AT THE TIME 0 ROUGH STALL TON 0 IN SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: 1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCH LOROETHYLEN E AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TITLE 17, COMMENCING WITH SECTION 94507. 4.504.2.2 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR 1 _I_.. I. L I._.II I It :.. III I I I. NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21,4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49. 4.504.2.4 VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. MANUFACTURER'S PRODUCT SPECIFICATION. 2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 4.504.3 CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. 2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOCS (SPECIFICATION 01350). 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE'`" GOLD. TABLE 4.504.1 ADHESIVE VOC LIMIT (1 )(2) SEALANTS LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER 250 MARINE DECK 760 ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 SINGLE -PLY ROOF MEMBRANE CARPET PAD ADHESIVES 50 420 OUTDOOR CARPET ADHESIVES 150 ARCHITECTURAL NONPOROUS WOOD FLOORING ADHESIVE 100 775 RUBBER FLOOR ADHESIVES 60 MARINE DECK SUBFLOOR ADHESIVES 50 750 CERAMIC TILE ADHESIVES 65 TABLE 4.504.3 VOC CONTENT LIMITS FOR VCT AND ASPHALT TILE ADHESIVES 50 WATER AND LESS EXEMPT COMPOUNDS DRYWALL AND PANEL ADHESIVES 50 FLAT COATINGS COVE BASE ADHESIVES 50 100 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 SPECIALTY COATINGS STRUCTURAL GLAZING ADHESIVES 100 400 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 BITUNTINOUS ROOF COATINGS OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 350 BOND BREAKERS 350 CONCRETE CURI-COMPOUNDS SPECIALTY APPLICATIONS CONCRETE MASONRY SEALERS 100 PVC WELDING 510 DRY FOG COATINGS CPVC WELDING 490 350 ABS WELDING 325 FLOOR COATINGS PLASTIC CEMENT WELDING 250 250 ADHESIVE PRIMER FOR PLASTIC 550 HIGH TEMPERATURE COATINGS CONTACT ADHESIVE 80 250 SPECIAL PURPOSE CONTACT ADHESIVE 250 MAGNESITE CEMENT COATINGS STRUCTURAL WOOD MEMBER ADHESIVE 140 100 TOP AND TRIM ADHESIVE 250 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 SUBSTRATE SPECIFIC APPLICATIONS 100 REACTIVE PENETRATING SEALERS METAL TO METAL 30 250 PLASTIC FOAMS 50 RUST PREVENTATIVE COATINGS POROUS MATERIAL EXCEPT WOOD 50 WOOD 30 OPAQUE FIBERGLASS 80 100 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE THE ADHESIVE WITH THE VOC CONTENT SPECIFIED IN 1168. TABLE 4.504.2 SEALANT VOC LIMIT LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 �j TABLE 4.504.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2 3 GRAMS OF VOC PER LITER OF COATING LESS WATER AND LESS EXEMPT COMPOUNDS COATING CATEGORY FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS V ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUNTINOUS ROOF COATINGS 50 BITUNTINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURI-COMPOUNDS 350 CONCRETE MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS SIGN PAINTS 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS 1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, AND UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS SEALERS AND UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB AND TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1 GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT COMPOUNDS. 2) THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. (3) VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCE BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBRUARY 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 4.504.3.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. 4.504.3.2 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 1. VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCT DATABASE. 2. PRODUCTS COMPLIANT WITH CHPS CRITERIA CERTIFIED UNDER THE GREEN GUARD CHILDREN AND SCHOOL PROGRAM. 3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. 4. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.1., FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350) 4.504.5 COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5. 4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: 1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS 2. CHAIN OF CUSTODY CERTIFICATIONS 3. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TABLE 4.504.5 FORMALDEHYDE LIMITS(l) MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLEBOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD(2) 0.13 1 VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333-96(2002). FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2 THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" 8 MILLIMETERS). SECTION 4.505 INTERIOR MOISTURE CONTROL 4.505.1 GENERAL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE. 4.505.2 CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 19 OR CONCRETE SLAB -ON -GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5 SHALL ALSO COMPLY WITH THIS SECTION. 4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4 -INCH (101.6 MM) THICK BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. 2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. 3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET -APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. SECTION 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 BATHROOM EXHAUST FANS. MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50% TO A MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL. NOTES: 1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. SECTION 4.507 ENVIRONMENTAL COMFORT 4.507.1 OPENINGS. WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN THE FAN IS OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ACCA 29-D MANUAL D, ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S MANUAL S OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. CALIFORNIA GREEN BUILDING CODE REQUIREMENTS VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0®1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY 4� 0 u 0 O u CD �j CD � �q � � O Q rl O� Or) V o o 0 O o� m m 2 N a \J N V Dote 9/13/16 Scale NONE Drosa STAFF Job 111 165335 Sheet GI Page 8 OF 9 T I IfI�JI' I. l I°'LI ifl'I IIII'I III I� _I,. ,_. i I ,1 T u 0 � I � W m m a W � m 'o o r`I m o W0 ° 0 o Q DO U U DO S a } ¢£NCF S N •v q W I I 4 ��QQKOFESS/0 "Y P�R�F/f' AOcy�F f Zr� Dote 9/13/16 Scale NONE Drosa STAFF Job 111 165335 Sheet GI Page 8 OF 9 T I IfI�JI' I. l I°'LI ifl'I IIII'I III I� _I,. ,_. i I ,1 T CONSTRUCTION WASTE MANAGEMENT (CWM) PLAN PROJECT MANAGER: WASTE HAULING COMPANY: CONTACT NAME: ALL SUBCONTRACTORS SHALL COMPLY WITH THE PROJECTS CONSTRUCTION WASTE MANAGEMENT PLAN. ALL SUBCONTRACTOR FOREMEN SHALL SIGN THE CWM PLAN ACKNOWLEDGMENT SHEET. SUBCONTRACTORS WHO FAIL TO COMPLY WITH THE WASTE MANAGEMENT PLAN WILL BE SUBJECT TO BACKCHARGES OR WITHHOLDING OF PAYMENT, AS DEEMED APPROPRIATE. FOR INSTANCE, SUBCONTRACTORS WHO CONTAMINATE DEBRIS BOXES THAT HAVE BEEN DESIGNATED FOR A SINGLE MATERIAL TYPE WILL BE SUBJECT TO BACKCHARGE OR WITHHELD PAYMENT, AS DEEMED APPROPRIATE. 1. THE PROJECT'S OVERALL RATE OF WASTE DIVERSION WILL BE—%. 2. THIS PROJECT SHALL GENERATE THE LEAST AMOUNT OF WASTE POSSIBLE BY PLANNING AND OR[)ERING CAREFULLY, FOLLOWING ALL PROPER STORAGE AND HANDLING PROCEDURES TO REDUCE BROKEN AND DAMAGED MATERIALS AND REUSING MATERIALS WHENEVER POSSIBLE.THE MAJORITY OF THE WASTE THAT IS GENERATED ON THIS JOBSITE WILL BE DIVERTED FROM THE LANDFILL AND RECYCLED FOR OTHER USE. 3. THE CONSTRUCTION WASTE MANAGEMENT PLAN & WORKSHEET SHOWN BELOW, IDENTIFIES THE WASTE MATERIALS THAT WILL BE GENERATED ON THIS PROJECT, THE DIVERSION STRATEGY FOR EACH WASTE TYPE AND THE ANTICIPATED DIVERSION RATE. 4. WASTE PREVENTION AND RECYCLING ACTIVITIES WILL BE DISCUSSED AT THE BEGINNING OF WEEKLY SUBCONTRACTOR MEETINGS. AS EACH NEW SUBCONTRACTOR COMES ON-SITE, THE WMP COORDINATOR WILL PRESENT HIM/HER WITH A COPY OF THE CWM PLAN AND PROVIDE A TOUR OF THE JOBSIT5 TO IDENTIFY MATERIALS TO BE SALVAGED AND THE PROCEDURES FOR HANDLING JOBSITE DEBRIS. AI -L SUBCONTRACTOR FOREMEN WILL ACKNOWLEDGE IN WRITING THAT THEY HAVE READ AND WILL ABIDE BY THE CWM PLAN. SUBCONTRACTOR ACKNOWLEDGMENT SHEET ENCLOSED. THE CWM PLAN WILL BE POSTED AT THE JOBSITE TRAILER. 5. SALVAGE: EXCESS MATERIALS THAT CANNOT BE USED IN THE PROJECT, NOR RETURNED TO THE VENDOR, WILL BE OFFERED TO SITE WORKERS, THE OWNER, OR DONATED TO CHARITY IF FEASIBLE. 6. THE WASTE HAULING COMPANY WILL PROVIDE A COMMINGLED DROP BOX AT THE JOBSITE FOR MOST OF THE CONSTRUCTION WASTE. THESE COMMINGLED DROP BOXES WILL BE TAKEN TO [SORTING FACILITY NAME AND LOCATION].THE AVERAGE DIVERSION RATE FOR COMMINGLED WASTE WILL BE --%• AS SITE CONDITIONS PERMIT, ADDITIONAL DROP BOXES WILL BE USED FOR PARTICULAR PHASES OF CONSTRUCTION (E.G., CONCRETE AND WOOD WASTE) TO ENSURE THE HIGHEST WASTE DIVERSION RATE POSSIBLE. 7. IN THE EVENT THAT THE WASTE DIVERSION RATE ACHIEVABLE VIA THE STRATEGY DESCRIBED IN (6) ABOVE, IS PROJECTED TO BE LOWER THAN WHAT IS REQUIRED, THEN A STRATEGY OF SOURCE -SEPARATED WASTE DIVERSION AND/OR WASTE STREAM REDUCTION WILL BE IMPLEMENTED. SOURCE SEPARATED WASTE REFERS TO JOBSITE WASTE THAT IS NOT COMMINGLED BUT IS INSTEAD ALLOCATED TO A DEBRIS BOX DESIGNATED FOR A SINGLE MATERIAL TYPE, SUCH AS CLEAN WOOD OR METAL. NOTES: WASTE STREAM REDUCTION REFERS TO EFFORTS TAKEN BY THE BUILDER TO REDUCE THE AMOUNT OF WASTE GENERATED BY THE PROJECT TO BELOW FOUR (4) POUNDS PER SQUARE FOOT OF BUILDING AREA. WHEN USING WASTE STREAM REDUCTION MEASURES, THE GROSS WEIGHT OF THE PRODUGTIS SUBTRACTED FROM A BASE WEIGHT OF FOUR (4) POUNDS PER SQUARE FOOT OF BUILDING AREA.THIS REDUCTION IS CONSIDERED ADDITIONAL DIVERSION AND CAN BE USED IN THE WASTE REDUCTION PERCENTAGE CALCULATIONS. 8. THE WASTE HAULING COMPANY WILL TRACK AND CALCULATE THE QUANTITY (IN TONS) OF ALL WASTE LEAVING THE PROJECT AND CALCULATE THE WASTE DIVERSION RATE FOR THE PROJECT. THE WASTE HAULING COMPANY WILL PROVIDE PROJECT MANAGER WITH AN UPDATED MONTHLY REPORT ON GROSS WEIGHT HAULED AND THE WASTE DIVERSION RATE BEING ACHIEVED ON THE PROJECT. THE WASTE HAULING COMPANY'S MONTHLY REPORT WILL TRACK SEPARATELY THE GROSS WEIGHTS AND DIVERSION RATES FOR COMMINGLED DEBRIS AND FOR EACH SOURCE -SEPARATED WASTE STREAM LEAVING 1HE PROJECT. IN THE EVENT THAT THE WASTE HAULING COMPANY DOES NOT SERVICE ANY OR ALL OF THE DEBRIS BOXES ON THE PROJECT, THE WASTE HAULING COMPANY WILL WORK WITH THE RESPONSIBLE PARTIES TO TRACK THE MATERIAL TYPE AND WEIGHT (IN TONS) IN SUCH DEBRIS BOXES IN ORDS=R TO DETERMINE WASTE DIVERSION RATES FOR THESE MATERIALS. 9. IN THE EVENT THAT SUBCONTRACTORS FURNISH THEIR OWN DEBRIS BOXES AS PART OF THEIR SCOPE OF WORK, SUCH SUBCONTRACTORS SHALL NOT BE EXCLUDED FROM COMPLYING WITH THE CWM FLAN AND WILL PROVIDE THE WASTE HAULING COMPANY WEIGHT AND WASTE DIVERSION DATA FOR THOR DEBRIS BOXES. 10. IN THE EVENT THAT SITE USE CONSTRAINTS (SUCH AS LIMITED SPACE) RESTRICT THE NUMBER OF DEBRIS BOXES THAT CAN BE USED FOR COLLECTION OF DESIGNATED WASTE THE PROJECT SUPERINTENDENT WILL, AS DEEMED APPROPRIATE, ALLOCATE SPECIFIC AREAS ONSITE WHERE INDIVIDUAL MATERIAL TYPES ARE TO BE CONSOLIDATED. THESE COLLECTION POINTS ARE NOT TO BE CONTAMINATED WITH NON -DESIGNATED WASTE TYPES. 11. DEBRIS FROM JOBSITE OFFICE AND MEETING ROOMS WILL BE COLLECTED BY A DISPOSAL SERVICE COMPANY AND WILL, AT A MINIMUM, RECYCLE OFFICE PAPER, PLASTIC, METAL AND CARDBOARD. CONSTRUCTION WASTE MANAGEMENT (CWM) PLAN AND WORKSHEET nnK1cTR11(`TInX1 MIACTG AAAKIACCAAFNT (rWAA) ArvmoW1 FIIGAAFNT PROJECT NAME: JOB NUMBER: PROJECT MANAGER: WASTE HAULING COMPANY: CWM PLAN ACKNOWLEDGMENT THE FOREMAN FOR EACH NEW SUBCONTRACTOR THAT COMES ON SITE IS TO RECEIVE A COPY OF THE CONSTRUCTION WASTE MANAGEMENT PLAN AND COMPLETE THIS ACKNOWLEDGMENT FORM. I HAVE READ THE WASTE MANAGEMENT PLAN FOR THE PROJECT; I UNDERSTAND THE GOALS OF THIS PLAN AND AGREE TO FOLLOW THE PROCEDURES DESCRIBED IN THIS PLAN. DATE I SUBCONTRACTOR COMPANY NAME FOREMAN NAME SIGNATURE COMMINGLED & SORTED OFF-SITE SOURCE SEPARATED ON-SITE OTHER PROJECTED DIVERSION RATE ASPHALT CONCRETE O SHOTCRETE METALS O WOOD � � RIGID INSULATION 00 00 0 O Q FIBERGLASS INSULATION � Oo ACOUSTIC CEILING TILE 0 GYPSUM DRYWALL CARPET/CARPET PAD PLASTIC PIPE PLASTIC BUCKETS PLASTIC HARDI PLANK SIDING & BOARDS PROJECT MANAGER: WASTE HAULING COMPANY. C) WASTE MATERIAL TYPE COMMINGLED & SORTED OFF-SITE SOURCE SEPARATED ON-SITE OTHER PROJECTED DIVERSION RATE ASPHALT CONCRETE O SHOTCRETE METALS O WOOD � � RIGID INSULATION 00 00 0 O Q FIBERGLASS INSULATION � Oo ACOUSTIC CEILING TILE 0 GYPSUM DRYWALL CARPET/CARPET PAD PLASTIC PIPE PLASTIC BUCKETS PLASTIC HARDI PLANK SIDING & BOARDS GLASS CARDBOARD PALLETS PAPER, GLASS, PLASTIC BOTTLES, CANS, PLASTIC ALKALINE & RECHARGEABLE BATTERIES,TONER CARTRIDGES, & ELECTRONIC DEVICES OTHER: OTHER: OTHER: OTHER: CALIFORNIA GREEN BUILDING CODE REQUIREMENTS VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0�1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALE(S) ACCORDINGLY 9 C) w O O N � � 00 00 0 O Q � � Oo 0 0 N Date 9/13/16 Scala NONE Dro. STAFF �' ° 165335 Sheat G2_ Pa9s 9 OF 9 — -- — —LA i y .w e'I `J 1 V � 7 c — -- — —LA i y .w