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HomeMy WebLinkAboutB16-1196 039-360-0895 ENERAL NOTES G-1 MISCELLANEOUS I. PROVIDE 4" HIGH x �" HIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE= SPRINKLER SYSTEM 15 REQUIRED PER ORO R313.3 OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION 6-1- THE YTHE FIRE MARSHALL PRIOR TO BUILDING CLO51 NG IN. 3. GARAGE MAN DOOR TO BE SOLID GORE 1-3/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER GRG 8302.5.1. 4. ALL DOORS w/ OLAZ I NG TO BE TEMPERED GLAZING. i /1. I r in z-_rr= I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY 1. INSTALL BLOGKINO AS REQUIRED TO SUPPORT FINISH HARDWARE AND FIRE STOPPING TO OUT OFF CONGEALED DRAFT OPENINGS AS REQUIRED BY CODES. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES INDICATED OR BETTER (MPA GRADING RULES) UNLESS NOTED OTHERHI5E. CONGEALED 4x BEAMS 4 P05TS .........................NO. 2 EXPOSED 4x BEAMS 8 P05T5...............................NO. I (ox BMS t POSTS.........................................................NO. I 2x JOI5T5 AND RAFTERS........................................NO. 2 STUD, SILLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF MISC. FRAMING NOT NOTED....................................NO. 2 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS P5 1-55. 4. NAILS AT PLYWOOD PANELS SHALL HAVE 5/8" EDGE D I STANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL 5HEATHING SHALL BE LESS THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE 51MP50N 5TRONG-TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2013 G.R.G. SECTION R302.11. q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ ASTMA 153. 2013 G.R.G. SECTION R317.3. 10. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd (5�" x MIN., TYP. 11. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE w/ GBG TABLE 2304A.1. 12. STRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM Fb3100 OR VERSA -RIM AS MFR. BY 5015E CASCADE. 13. BEARING WALL HDRS. SHALL BE 4xIO #2 OR 6x8 D.F. #1 MIN., TYP., U.O.N. r 1 1 LlCl%.I _ I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. OAS FIRED HATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR EQ.) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/SHNR HALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FINISH FLR. DRAIN INLET, PER ORO 8307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. a. THE HATER HEATER'S TYPE 'B' GAS VENT SHALL TERMINATE NOT LESS THAN 5' IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. MECHANICAL I. DRYER DUCT TO BE MIN. 4" (P TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"0 DUCT LENGTH 15 LIMITED TO 14' HITH 2 ELBOWS. OTHER LENOTH5 OR SIZES AS PERMITTED OR REQU I RED BY THE MANUFAGTURE'5 INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS) 2. SINGLE -HALL METAL PIPE SHALL NOT BE USED AS A VENT IN DHELLIN55 AND RESIDENTIAL OCCUPANCIES. 5HEARNALL SCHEDULE: 5YMBOL: 5HEARWALL: GdDX'S " PLYWD. ORO.GOSB w/ 8 ®6", 12. Q 3/6" GDX PLYND. OR OSB 4 w/ 5d'S ® 411,12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES Q5/8" GDX PLYHD. OR OSB 3 w/ 8615 ® 5",12" O.G. w/ 4x STUDS ® ADJ. PANEL SPL I GES 2Q 5/8" GDX PLYHD. OR OSB w/ ad'S ® 2", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES I. NAILS SHALL BE COMMON NAILS (21112"x.131 "), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDOE5 BLOCKED. CODE ANALYSIS GOVERNING CODES: 2013 GBG, 2013 GRG 2013 CEG, 2013 GPO, 2013 CMG, 2013 GFG, 2013 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS 2013 CALIF. ENERGY CODE EFFIGIENGY STANDARDS, ZONE 11 2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/ DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 GOBSG OCCUPANCY GROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 3573 S.F. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL STORY/HEIOHT: (1) STORY / 23'-4" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REQUIRED HILDLAND URBAN FIRE INTERFACE: N/A MATER HEATF.R MANDATORY FEATURES HATER HEATING SYSTEMS USING GAS OR PROPANE HATER HEATERS TO SERVE INDIVIDUAL DNELLINO UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE HATER HEATER AND ACCESSIBLE TO THE HATER HEATER WITH NO OBSTRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT HITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE HATER HEATER 15 INSTALLED 3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED HATER HEATER, AND ALLOH5 NATURAL DRAINING HI THOUT PUMP A5515TANOE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. PF. rT# �3`(o " W% ELM 0Okl" DFVEL®PMENT SERVICES REVIEWED FOR MT C D ` COM PLIAN � E BY - MINIMUM TITLE 24 REG2UIREMENT5: REG2UIRED HERS VERIFICATION: LIVING AREA: -DUCT LEAKAGE VERIFICATION GARAGE AREA: -H\,/AC: VERIFY AIRFLOW (550) COV. FORCH AREA VERIFY FAN WATT DRAW (.58 WATTS/CFM) -IAG2 FAN: VERIFY 60.11 OFM AREAS: r 1 MINIMUM HEATING EFFICIENCY: c12% AFUE MINIMUM COOLING EFFICIENCY: 14.0 SEER 11.-1 EER DUCT INSULATION: R8 RADIANT BARRIER ROOF SHEATHING: REG2'D WATER HEATER EFFICIENCY: .62 �LkJ __ ---- _ 2521 502. FT. c154 50. FT. 2a8 5Q. FT. Revision: Date: By: Q 1-7-20-16 G5 N r I0 � WM 00 ++ h� a v opo O o � � W M 00 M W rte, nw W 0) CC) �Ob Wo i (---� CYD W w co 0 z E Q4 ~�-' o o ^ di Z o w rO w R A. 7k C21283 7/17 R COOFER 2321 Date MAY 2016 Scale Drawn JMR Job 15-2140 Sheet 01 FOUR sheets REAR ELF.\/ATION I/8" = I' I C HT EL EYE TION I/8u = Ir -On LEFT ELE\/ATION 1/8'1= 11-0" onmora .......... . . . - 5" FA501A GUTTER _o/ 2x8 FAS(' -',IA, TYP. 4” GLR. TO EARTH AND 2" TO STONE VENEER GONG. FOR WEEP 50REF-D WAINSCOTING - CEMENT BD. LAP SIDING 26 ga. 5 FLA5HIN( 2x4 HAi TABLE STUD HA FAUX ST VENEER 5TUGG0. INSTALL PER MFF INSTFZUG'I r.. r — SECTION A-2 1/411 = 1'-011 TRIM l7ETA I L 2 J 1=M—c15 IIt = 1'-0 SHINGLES 10'--1�" LONG C516 STRAPS W &d'5 a 2" O.G. o/ SHEAR PLY. INTO 50LID BLKG. FRONT ELE\/ATION 1/411 GEMENT BD. LAP SIDING x4 TRIM a CORNERS, DRS, 4 HDHS 4EEREO This product is preferable to similar conaecMrs because of at easier Installation b) higher loads C) lower installed cost or a combination of these features, a. •" The SBe'ex24 anchor bolt otters a toad -tested anchorage solution that exceeds the capacity of all of our holdowns that call for a Wdia. anchor. Similarly, the S81 x30 covers holdowns utilizing a V diameter anchor that exceed the capacity of our SSTB bolts. The SB%x24 is designed to maximize performance with minimum embedment for hotdowns utilizing a W dia. anchor. SB anchor bolts are code listed by ICC -ES under the 2009 and 2012 IBC and IRC to meet the requirements of ICC -ES acceptance criteria — AC 399. ICC -ES ESR -2611 is the industry's first code report issued for proprietary anchor bolts evaluated to the criteria of AC 399. Special Features: • lndentitication on the boll head showing embedment angle and model • Sweep geometry to optimize position in form • Rolled thread for higher tensile capacity • Hex nuts and plate washer fixed in position • Available in HDG for additional corrosion resistance MATERIAL: ASTM F-1554, Grade 36 FINISH: None. May be, ordered HDG. Contact Simpson Strong -Tie, INSTALLATION, SB is only for concrete applications poured monolithically except where noted. • Top nuts and washers for holdown attachment are not supplied with the SB; install standard nuts, couplers and/or washers as required. • On HDG SB anchors, chase the threads to use standard nuts or couplers or use overhpped products in accordance with ASTM A563 for example Simpson Strong -Tie' NUT5/8-OST, NU77l8-OST and NUT1-OST, CNW 051, CN ', OST anti GNWl l)Si. • Install SB before the concrete pour using AnchorMatese. Install the SB per the plan view detail. • Minimum concrete compressive strength is 2500 psi. •When rebar Is required It does not need to be tied to the SB. CODES: See page 12 for Code Reference Key Chart. These products ars available with additional corrosion protection Additional products on this page may also be available rvtth this option, check with Simpsna Strong -Tie for details. SB Bolts at Sternwall 6 iA 2 Comer Dimensions (in:) Cornet i Installation installation Allowable Tension Loads (Install with arrow on top of the bon oriented as shorn) (Bolt may be installed Ai 455 to 1351 as shoivn) Model No. Stemwail f95.19a�45" Length Min. Wind & SDC A&B FINISH: HDU — Galvanized; DTT 17 and D1T2Z — 2T,1AX'" MilJ,1g SDC C -F ` DTT2SS — stainless steel Code Ref. i Width pia. re F4 tabor Embed. ((e) Midwall Corner End Wall Midwall Corner End Wall Foolinn w SBS/ax24 6 .� 24 18 6675 6675 6675 6875 573(1 5730 i23, SB/,x24 8 % 24 18 10470 9355 8820 8795 7855 5730 F30, SBix30 8 1 30 24 13665 9905 7220 11470 8315 6065 L20 6 iA 2 Comer Non -Corner Cornet i Installation installation Installation (Install with arrow on top of the bon oriented as shorn) (Bolt may be installed Ai 455 to 1351 as shoivn) (Install with atrow on top of the batt j oriented as shown) { 43 f95.19a�45" 19E' tw AiwlvrRoll rl 45°+ i`�{, 45• • "�,J` FINISH: HDU — Galvanized; DTT 17 and D1T2Z — 2T,1AX'" MilJ,1g 3, to 5• DTT2SS — stainless steel IXPrr Cdp arC[r"rek(tYD) i • The HDU requires no additional washer. the 011` 'requires i re F4 tabor sVmdard cut washer iinriud d with ;D 27) be installed t(may be between the nut and Vie seat, iounsat on 1. See page 34 for notes to the Designer. n rebar) with a tow speed high torque drill with a 3a"hex head driver. Foolinn w CODES`. See page 12 for Code Reference Key Chart. 4 ' these prodncls are available with additional corrosion protection. typical SB Installation Additional products on this page may also be available with this 8-S bs Jr"x1iF_- 1'k 1825 1800 0.105 nntion. check with Simpson Strono-ire for details. rz " 4 ©.... 4 s Rmx �4B arton 15/ 'Y' Y3 A4 Rebar _ s HDU2-SDS2.5 �= tlagonal In co net 3 DTT2Z� {F' a t k / 6 -SDS I/VWAF 3 3075 2215 0.098 appliatbn DTT3Z S Vertical mi Mmimum Wood pe^ta6nt wood Klember 16; mer.,oer Thickness 3 ffi ck.i s 3/ 1V6 1`•'/s e Studs Post apnroa.46' to our �y�� tmated barrier A 1 1EMmmtum �b. o born wall 1 . F �+ • r14 3 16s/' 3h isk b 4Yr'Min. (Sae/ia 'rS) ' e - 4Vi"Mirt.(W/Iiane7/e) HDUi1 SDS2.5 : 3 22% 3/ 1'7: 5" Kit. [Sol) G 1 5'Mln.(Seli r. 4x6'' 10770 7755 0.122 170 # HDUi4-SDS2.5 7 3 25"/s 3'/ 1 %e 1"/+e I — 36 -SDS 7rW 143!31 10435 0.177 5152= 14445 10350 Q.177 _11,vil IN, MIN. Midwall Corner End Wall ra STEMWALL PLAN VIEWS 6 iA 2 Comer Non -Corner Cornet i Installation installation Installation (Install with arrow on top of the bon oriented as shorn) (Bolt may be installed Ai 455 to 1351 as shoivn) (Install with atrow on top of the batt j oriented as shown) { 43 f95.19a�45" 19E' tw AiwlvrRoll rl 45°+ i`�{, 45• • "�,J` FINISH: HDU — Galvanized; DTT 17 and D1T2Z — 2T,1AX'" MilJ,1g 3, to 5• DTT2SS — stainless steel IXPrr Cdp arC[r"rek(tYD) i 55TB DETAIL h r 6` �ltfft This product is preferable to similar comovelors because of standard on a) easier installation b) higher loads, c) lower installed cost ( e=p or a combination or these features. all models) _._._.. ..y �� ""`" HDU holdowns are pre deflected during the manufacturing 1 Rh ad Rue to material -a7" ' ion under to I�., I � e process, v4rtually eliminating Reflect ' s o stretch. They use Simpson Strong -Tier Strong -Drive' SDS Heavy -Duty n y ` P and provide Connector screws which install easily, reduce fastener slip a p a greater net section when compared to bolts, Embedment The HDU series of holdowns are designed to replace previous versions Line (Top of `Re of the product such as PHDsas well as bolted holdowns. The HDU2, 4 Concrete) c and 5 are direct replacements for the PND2, 5 and 6, respe.ctively. The DTT t n Ion ties ale designed for 1 jht= duhr h011Jo m app'iraiiixis sipgfe 2x pots. ]hP ne.r0TT 171 mStal'.-A with nails or `,impson le Strong Tie Strong -Drive tis Ct nr-ect^r s t€ u s and the 11112L i;t iM easily with the Strong -Drive SDS Heavy Duty Connector screws i r t d d). The Of 171wid ria 71x r by 1 6 J t tr iv e in designed stleamalki °Incl o P.;rriprt w bt3red wall p nils �s �U at p e UM r e j a cd deet app! anti^r15 (s"re,.age 09 fist{i;^e'kat 7 rr,3rnrr. i For more information on hoidowm options, contact Simpson Strong i,), HDU SPECIAL FEATURES: • flr)k1mm designs virtually eliminate deflection due to material Stretch SBWO • Uses Strong -Drive SDS Heavy -Duty Connector screws which (Other models similar) install easily, reduce fastener slip, and provide a greater net ® section area of the post compared to bolts. H • Strong -Drive SDS Heavy -Duty Connector screws are supplied ,,., Slit xin with the holdowns to ensure proper fastener are u .ed. to Min. Embedment zine Edge Distame, • No stud bolts to countersink at openings. (Top of concrete) MATERIAL: See table AZ�— FINISH: HDU — Galvanized; DTT 17 and D1T2Z — 2T,1AX'" MilJ,1g 3, to 5• DTT2SS — stainless steel INSTALLATION: • See General Notes on page 45. • The HDU requires no additional washer. the 011` 'requires i re F4 tabor sVmdard cut washer iinriud d with ;D 27) be installed t(may be between the nut and Vie seat, iounsat on • Strong -Drive SDS Heavy -Duty Connector screws install best rebar) with a tow speed high torque drill with a 3a"hex head driver. Foolinn w CODES`. See page 12 for Code Reference Key Chart. 4 ' these prodncls are available with additional corrosion protection. typical SB Installation Additional products on this page may also be available with this 8-S bs Jr"x1iF_- 1'k 1825 1800 0.105 nntion. check with Simpson Strono-ire for details. comer Atidwatl E P. Perspective View Plan View of SB Placement in Concrete :4 rebar 3`-5. iromtop MA HDU U.S. Patent 6.112.495; 5,979130 Po: Vertical HDU Installation Horizontal HOU Offset Installation (Plan View) see, Hoin n and Tim Inn Tie ren. t_, Rates c,. n ge 7f a-zx Blocking Typical HDU Tie Between Floors Model No. Go Dimension ions Fasteners MWoad Allowable Tension Loads 4, 180 ® �'r; t �' H o iii ,,., Slit xin a CN D 00 a h Da v B C' bio 0i?rf r .Q Q H o � 4 u Q 8-S bs Jr"x1iF_- 1'k 1825 1800 0.105 A-SDS'!'xi/' 3 2145 1835 0.128 DiT2Z OTT2Z-SDS2.5 4 ©.... 4 6' „ 15/ 'Y' Y3 h 8 -SDS V44'x2h' 3 ; 2145 2105 0.128 HDU2-SDS2.5 14 3 DTT2Z� {F' We t k / 6 -SDS I/VWAF 3 3075 2215 0.098 DTT3Z en Vertical .: S "1`fly Mmimum Wood pe^ta6nt wood Klember 16; mer.,oer Thickness 3 ffi ck.i s 3/ 1V6 1`•'/s e Studs Post PM"rwat%% Threaded Rod tmated barrier �b. mquked 1 3t 0 084HDU8-SDS25: Vertical HDU Installation Horizontal HOU Offset Installation (Plan View) see, Hoin n and Tim Inn Tie ren. t_, Rates c,. n ge 7f a-zx Blocking Typical HDU Tie Between Floors Model No. Go Dimension ions Fasteners MWoad Allowable Tension Loads 4, 180 Cade' Rei.' 4y H B Anchor Member Deflection at Post Thickness OFJSP SPF)NF AllowableLoad iE SO Bolt Dia. Fasteners (in.) (in.) (in.) a CN 00 Da v B C' bio 0i?rf .Q � r 4 ax 0.161 d U � u Q 8-S bs Jr"x1iF_- 1'k 1825 1800 0.105 A-SDS'!'xi/' 3 2145 1835 0.128 DiT2Z OTT2Z-SDS2.5 14 1!/ 6' „ 15/ 'Y' Y3 h 8 -SDS V44'x2h' 3 ; 2145 2105 0.128 HDU2-SDS2.5 14 3 8"/ 3/ We t k / 6 -SDS I/VWAF 3 3075 2215 0.098 HDU4-SDS2.5 en 3 10 /m 3! 1�e ta/ e/- 1C SDS'/,"x2%" 3 5 7.114 16; HDUFrSDS2.5 3 13/r; 3/ 1V6 1`•'/s %1 lA-SDS b+X2'l" 3 5 0.115Lg, F5 3t 0 084HDU8-SDS25: r14 3 16s/' 3h isk 1� fr 20-SD614x2A 3h'0 0116 4h5 11135Ye5 KC4 HDUi1 SDS2.5 3 22% 3/ 1'7: 1', 1 0.137 30 SDS'b'x2X" 7/,5 0.137 4x6'' 10770 7755 0.122 170 F5 HDUi4-SDS2.5 7 3 25"/s 3'/ 1 %e 1"/+e I 1 36 -SDS 7rW 143!31 10435 0.177 5152= 14445 10350 Q.177 I 8c par 4510: y Ida Ili^Tr r er„e 1R('tes 7 Nnted Hn1114 all- vANA Inadc all hnaad nn P fi 1 Arta nest fFYF Mi"), 3. HL'1.14 requires heavy hex anchor nut to achieve tabulated loads (suppl�'t+'ith holdowq). 33 46 4. Loads are applicable to installation on either narrow or wide face of post. UPDATED 03127!35 HOLI7)ONN l7ETA I L 2 PERMIT #__kv� — u BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR G® LI�E DATE BY FOR CODS Cp���D PVIPL14i4CE JUL 2 8 -0, TRO AND ASSOCIATE,, Revision: Date: By: A—i-20—I6 05 N a CN 00 .Q � Iii d U � u Q O C W WO en 010 M W W0) CC) Zoe Who c. r CD O Z O (D O O Q�>� W � O rT , I�N \ �.21283 17 COOPER 2521 Date MAY 2016 Scale Drawn JMR Job 15-2140 Sheet 9 Of FOUR Sheets 2 CL O qt 66 O ROOF PLY: SOLID BLOCKING 5HEARPLY, SEE PLAN R-1 A55 ® 4'-0" O.G., TYP., U.O.N. $ H2.5A CLIP EA. TRU55 _,%I I" MIN. AIR SPACE TO INSULATION VENTS EAVE DETAIL GIRDER TRU55 I I = 1 1-011 8" MIN. -WALL TOP PLATE �- MIN. 5'-0" LONG 0516 STRAP w/ MIN. (13) 5d'S EA. END (SKEWED AS SHOWN, IF NECESSARY) PLAN VIEN TRU55, NAIL ROOF PLY TO TOP CHORD H/ &d's ® 6" O.G. DOUBLE 2x TOP PLATE 18" 0516 STRAP w/ (13) Sd'S MIN. . EA. END R 2x STUDS ®I6" O.G. z TRUSS STRAP :� 5-4 P.T. SILL W/ Y2 " DIA. x 12" ob. ® 60.0. AND 12" MAX. FROM ENDS H/ 5"x5"x.2211" PLATE WASHERS, TYP. SLAB, SEE FFO NDATION 1 PLAN I►1t L� gg+s�a��rr arls�s� IIIIIIIIII •REMEMBER =•=•=• - z f() PERIMETER FOOT I NC P.T. SILL H/ Y2 " DIA. x 12" o b. OR Y2" (P x 6" "SIMPSON" TITEN BOLT ® V O.G. AND 12" MAX. FROM ENDS H/ 5"x5"x.2211" PLATE HASHERS, TYP. GONG. SLAB, SEE FOUNDATION PLAN Et a ° .................................................... • z NATURAL' GRADE -III a 111=1I1=1I1=' DTII I I„ I I ° 1-111 XOF 111.-# ill i it l III=' S BOTTOM III-II z 1:211 rn INTERIOR FOOT I NC F-2-7 1 " = 1'-0 P.T. 51 LL W/ Y2 " DIA. x 12 A.B. c:'la 6' O.G. AND 12" MAX. FROM ENDS W/ 5"x3"x.229" PLATE WASHERS, TYP. , SEE ff �I 7 FOUNDA71 OCONO.BN PLAN •�I• ►�/ •�LAO BOLTS INTO _ -.. •- CHORD OF ....�auIIII111IIlllllllllllllll �•�,•_,•••�A. MI_•:0 M. -1 I(-ta' II I° zNAT. GRADE --I I lEd111 1111111 a IIIIIilllllllll N =III -III _ __ #4 TOP $ I I I-1111 111=1 I E BOTTOM - „_ -III=1' 1;III„pe III- 12” I III 11- -ink_z m I�" x I�" ANGLE w/ NUTS SEISMIC RESTRAINTS r-7 C ARAC � SOOT I I `�� AND WASHER, TYP. (4) DIRECTIONS WATERTIGHT CORROSION F-18 1" = 1'-0 RESISTANT METAL DRIP PAN /� LINE OF STEMWALL F.A.U. MOUNTING BEYOND AC " " -3 5/4 = I' -O " FELT TYPICAL STRIP EASED EDGE DRIVEWAYGONG. SLAB, SEE SLAB rrir�t FOUNDATION PLAN /—ROOF PLY C.N. Date: r------� o DRAG TRUSS EE ROOF PLAN FOR A55 SPACING 4 LOCATIONS 7-20-16 E.N. 5HEARPLY, SEE PLAN �0 �0 �ry0 �ryz DRAG TRU55 I=% 1 tt = 1 t—Ott � a ° ° d Q N — CONT. #4 TOP $ BOTTOM 12" MIN. z TYP. U.O.N. i cn C ARAC r DOOR OPEN I NC F-141 1" = 1'-0 ROOF NOTES: I. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES ® 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: 6:12, TYP. 5. ROOF O.H. SHALL BE: 1'-0", TYP. U.O.N. 4. ROOF COVERIN5 SHALL BE: COMP. SHINGLES o/ I5# FELT o/ Y2" GDX OR 055. w/ 8d'5 ® b"'1211 O.G. 5. REQUIRED ATTIC VENTILATION: 35111 / 500 = 11.117 SQ. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (111) 3�"x22j" EAVE VENTS ® .55 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 6.21 50. FT. OF NET FREE AREA • HIGH VENTING (LOCATED MAX. 5' VERTICAL BELOW RIDGE): PROVIDE (14) DORMER VENTS ® 0.45 50. FT. TOTAL HIGH VENTING PROVIDED: 6.5 50. FT. OF NET FREE AREA. 6. ATTIC, MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH ® ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE CATWALK FROM ACCESS HOLE TO 50" 50. x 50" HIGH CLEAR MAINTENANCE PLATFORM ® NIT. NOTE: ROOF SHEATH I NC SHALL BE "TECH SHIELD" RADIANT -BARRIER OR EQ. (8) Ibd ON BOTH 51DE5 OF (8) Ibd ON BOTH 51DES OF WALL INTERSECTION OR AS BUTT SPLICES IN DOUBLE NOTED ON ROOF FRAMING PLATE OR AS NOTED ONY PLAN I ROOF FRAMING PLAN J STOP PLATE SPL I GE PLATE SPDOUBLE � E (2) Ibd COMMON OR BOX NAILS ON BOTH 51DF-5 OF BUTT TYPICAL NAILING -16d SPLICES IN TOP PLATE COMMON OR BOX NAILS ® 16" O.G. NOTES: I. THE NAILING SHOWN ABOVE 15 REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEAR WALL TOP PLATE SPLICE DETAIL R-33 NOT TO SCALE P.T. GILL W/Y2 " DIA. x 12" o b. ® 60.0. AND 12" MAX. FROM ENDS W/ 5"x3"x.2211" PLATE WASHERS, TYP. GONG. SLAB, SEE z FOUNDATION PLAN /-#4 ® 4'-0" o HOU5F./ARAC E FTC. F-145 I" = 1'-0" FOUNDATION NOTE5: I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AHAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2015 ORO SECTION R401.5 2. ALL FOOT I NGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. GIRDER TRUSS - DLt�L7. W/ Clu _-, %y L V.V. 5' 0516 STRAP BM. TO TOP PL. SPL I CE5 ROOF PLAN 1/8" = 1'-0" SS -T-5-2-0 �,V L 24 N DP „n -'1 A in FOUNDATION PLAN 1/8" = I' -o" a -0 D m 0 0� rn mm o z rn �— r �'— F O rn rn ,c <I m 0m M REVIEWER FOR CODE COMPLIANCE JUL 2 a 2016 -IRB B AND ASSOCIATES Revision: Date: r------� o By: 0 7-20-16 GS �0 �0 �ry0 �ryz N v� F--------� 4 o, I L------� ss� I loo � 1�1 � o 22" 50. X 12" M�1 U 5 ( DP. FTS. i U O O b N I I 4" GONG. SLAB Ss I I G� M 00 M 3'x3' MIN. GONG. I L--------- --J N LANDING, -75/4" I �Do wo MAX. BELOW TOP I01 14'-O" H C-0 OF DR. SS CYD THRESHOLD, TYP. I ® ALL EXTERIOR ( 4" GONG. SLAB w/ #5 BAR ® IN-5WINOINO I 2'-0" O.G. BOTH WAYS o/ 2" 6'-0" r(o I 3 SSTg�ol �o Co DOORS I SAND o/ 6 MIL. VB (w/JOINTS z Q� LAPPED 6" MIN.) o/ 4" BASE z _ (SSS 12" 0 x 12" DP. -O, _ I —�— —�Z—� o m O Hz FTS. FOR PIPE - — — BOLLARD 12" I M 0 R.O. I DP. FTO. I FOR - I II' -10" 10'-O 10'-7k" v_IO-- ( 14'-O" 3' DR. 1 I rrO — — — — 3'x3' MIN. GONG. � A��F r(4'r * fJ AF R 283 7 LANDING, 7314" MAX. BELOW TOP CA COOPER _ _ I O 3 10 O Q O RESHOL , ITYP. I `� Date MAY 2016 Scale I O 3 Drawn JMR ®ALL EX i 1 IN-5WINOIN Job 15-2140 Sheet O I m ( I SLIDING DOORS Of FOUR Sheets m 2'-OOO G. BOH w # HAYSo/ 2® I i 6.' `o I 4" GONG. SLAB SAND o/ 6 MIL. VB (w/JOINTS LAPPED 6" MIN) o/ 4" BASE 8 � 0 O `ALJ I I L-------� �'�ry R.O. FOR 11' N I, 017 -2 OAR. DR. R.O. FOR 15, - I p p di — GAR I �?,O �,V L 24 N DP „n -'1 A in FOUNDATION PLAN 1/8" = I' -o" a -0 D m 0 0� rn mm o z rn �— r �'— F O rn rn ,c <I m 0m M REVIEWER FOR CODE COMPLIANCE JUL 2 a 2016 -IRB B AND ASSOCIATES Revision: Date: By: 0 7-20-16 GS N v� 4 o, � 1�1 � o M�1 U U cu O b W G� M 00 M W� �Do wo H C-0 H CYD W W Co CD z Q� z o o Hz (2) O rrO � A��F r(4'r * fJ AF R 283 7 CA COOPER 2321 Date MAY 2016 Scale Drawn JMR Job 15-2140 Sheet Of FOUR Sheets 2 It 66 It cD 0 N O N BASELINE NATER USE - 5 BEDROOM RESIDENCE FIXTURE TYPE FLOW RATE $3 DURATION $D USES tDIMMER/5-WAY OCCUPANTS $T PE LR A SHOWERHEAD5 (RESIDENTIAL) 2.5 x 8 MIN. x I x 4 = 80 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 5 x 4 = bb KITCHEN FAUCETS 1 2.2 1XI 4 MIN. I x I I Ix 4 = 55.2 GRAVITY TANK -TYPE W.C.'s 1.28 x I FLUSH x 5 x 4 = 15.56 TOTAL BASELINE WATER USE (BWU) = 131.16 141 (BWU) x .80 = ALLOWABLE WATER USE = 112.8 REQU I RED 209 REDUCTION IN BASELINE NATER USE CALCULATION TABLE FIXTURE TYPE FLOW RATE $3 DURATION $D DUSES tDIMMER/5-WAY OCCUPANTS $T PER DA.Y SHOWERHEAD5 (RESIDENTIAL) 1.85 xj 8 MIN. xj I x 4 = 51.2 LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 5 x 4 = 6 KITCHEN FAUCETS 1.5 x 4 MIN. x I x 4 = 24 GRAVITY TANK -TYPE W.C.'s 1.28 x I FLUSH x 5 x 4 = 1a.2 ALLOWABLE DAILY WATER USE: 112.5 GALLONS PROPOSED DAILY WATER USE: 104.56 5ALLON5 NOTE: SEE WATER EFFICIENCY AND CONSERVATION SECTION AT CALOREEN MANDATORY MEASURES NOTES ON THE CALOREEN SHEET ELECTRICAL SYMBOLS a TV OUTLET PHONE OUTLET e TV/PHONE OUTLET VP SUITABLE FOR DAMP LOCATION +-- FUEL SAS OUTLET SINGLE POLE 5WITGH $3 THREE WAY 5WITGH $D DIMMER 5WITGH tDIMMER/5-WAY 5WITGH $T TIMER 5WITGH E) OCCUPANCY SENSOR O DUPLEX RECEPT. -� 220 VOLT OUTLET 2' FLUOR. TUBE YES DUPLEX SPLIT WIRED OCM IIOv CARBON MONOXIDE QUAD. REGEPT. ALARM w/ BATTERY FLOOR OUTLET a TV OUTLET PHONE OUTLET e TV/PHONE OUTLET VP SUITABLE FOR DAMP LOCATION +-- FUEL SAS OUTLET LED RECESSED 01-5. FIXT. $- MINI RECESSED 01-5. FIXT. GLS. MTD. FIXT. -f- FLUORESCENT C GLS. MTD. FIXT. 5 LED GLS. MTD. FIXT. -�- RECESSED 61-5. FIXT. -� ELEC. BALLAST, O AIR -TIGHT, IG RATED -� FLUORESCENT 2' FLUOR. TUBE YES RECE55ED 01-5. FIXT. LED RECESSED 01-5. FIXT. $- MINI RECESSED 01-5. FIXT. GEILIN5 FAN w/ LIGHT GEILIN5 FAN NO LIGHT UNDER CABINET FLUORESCENT LIGHTING _ ;j FLUORESCENT FIXTURE -f- WALL MTD. FIXTURE C FLUORESCENT 5 WALL MTD. FIXTURE -�- TRACK FIXTURE -� PENDANT LIGHT O SCONCE FIXTURE -� MINI SCONCE FIXTURE 2' FLUOR. TUBE YES MOTION -ACTIVATED OCM IIOv CARBON MONOXIDE SECURITY LIGHT GEILIN5 FAN w/ LIGHT GEILIN5 FAN NO LIGHT UNDER CABINET FLUORESCENT LIGHTING _ ;j FLUORESCENT FIXTURE E SIGNAL PUSH BUTTON C PUCK LIGHT 5 PANEL BOARD D ELEC. DISCONNECT 5 110 V. SMOKE DETECTOR O EXHAUST FAN ® WHOLE HOUSE VACUUM 2' FLUOR. TUBE YES CONNECTION OCM IIOv CARBON MONOXIDE 54 ALARM w/ BATTERY BACKUP _ AUTOMATIC GARAGE r DOOR OPENER LISTED IN (- - ACCORDANCE w/ UL 525 "ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 100 CFM. B. THE N015E RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W A MINIMUM 5"(P SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE N015E RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE H/ A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2015 00550 SECTION 4.506. 5. WHOLE - BUILDING VENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A MAXIMUM NOISE RATING OF I SONE. THE SNITCH SHALL BE LABELED "VENTILATION CONTROL." ELECTRICAL NOTES: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 8 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAY5, CLOSETS OR 51 M I LAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RE515TANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN bibs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2015 CEO SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED A5 THE SOLE SUPPORT FOR CEILING FANS PER 2015 SECTION 514.21(a $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. 200A MAIN KITCHEN L16HTIN6 SCHEDULE: LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: A B HIGH EFFICACY WATTS: OTHER WATTS: COMPACT FLUOR. YES 26 5 75 LED YES 20 5 60 5' FLUOR. TUBE YES 25 0 0 2' FLUOR. TUBE YES 17 2 54 TOTAL (A): 172 TOTAL (B): COMPLIES IF A >/= B YES X NO � rEL F-OTRI CAL PLAIN 1/4" = 1'-0" PERMIT �1 �.- . BuTtE DOUNTY 6EvELOPMENT SERVICES REVIEWED FOR C cO PLiPf DATE BY_ 4 T1113 ANN ,4SS0C1'4TES Revision: Date: BY: 0 -1-20-16 105 N q , H �n � W T1113 ANN ,4SS0C1'4TES Revision: Date: BY: 0 -1-20-16 105 N H �n � W E� °0 aU`� .a � M=I d U o U" O � o � Wo Fil o0 M W rte, nw 0-j ZOOi Wo H 60 H n 0z zCD O I �' O W W E--�-i O� 1283 R LII . COOPER 2521 Dale MAY 2016 1 Scale Drawn JMR Job 15-2140 Sheet 4a 66 ti Of Sheets FOUR o N O N ti TITLE 24 MANDATORY MEASURES 6-1 BUILDING ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHOO), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §I0-111(0). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15 5PEGIFIE12 ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANCE OF 0.05 OR LE55 WHEN THE INSTALLATION OF A RADIANT BARRIER 15 SPECIFIED ON THE CFIR. 7. LOOSE FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DESIGN LABELED R -VALUE F I REPLACES DECORATIVE OAS APPLIANCES AND GAS LOG MEASURES: I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A OL05ABLE METAL OR 6L -ASS DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH 15 AT LEAST 51X SQUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT L16HTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPACE CONDITIONING WATER HEATING AND PLUMBING SYSTEM MEASURES I. HVAC EQUIPMENT, WATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 3. CONTINUOUSLY BURNING PILOT L16HTS ARE PROHIBITED FOR NATURAL GA5: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES w/OUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIOHT5 THAT CONSUME LE55 THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDEN5ING UNITS SHALL HAVE A CLEARANCE OF AT LEAST V FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REQUIREMENTS OF SECTION 110.2(C). R 7. STORAGE OAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, SUCH A5 5TORAOE TANKS AND BACKUP STORAGE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R -I6 INTERNAL INSULATION R -VALUE 15 INDICATED ON THE EXTERIOR OF THE TANK. 01. FIRST 5 FT. OF HOT AND GOLD WATER PIPES CLOSEST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF J" OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT WATER RECIRCULATION SYSTEM REOARDLES5 OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAOE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON -CRUSHABLE CASING OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. 11. PIPE FOR OOOLIN6 SYSTEM LINES SHALL BE INSULATED A5 5PEGIFIED IN §150.0(j)2A. PIPING INSULATION FOR STEAM AND HYDRONIC HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRESSURE >I5 p519 SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO 5UNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 13. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE. 15. SYSTEMS USING GA5 OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 3' OF THE WATER HEATER; A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED; A CONDENSATE DRAIN THAT 15 NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §110.3(c)5 17. SOLAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATIN65 AND CERTIFICATION CORPORATION OR BY A TESTING A&ENGY APPROVED BY THE EXECUTIVE DIRECTOR. DUCTS AND PAN MEASURES: I. ALL AIR -DISTRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF CMG SECTIONS 601, 602, 603, 604, 605 AND ANSI/SMAGNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUCTS AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TE5TING. CONNECTIONS OF METALS DUCTS AND INNER GORE OF FLEXIBLE DUCTS ARE MECHANICALLY FASTENED. OPENIN65 SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL -181, UL 151A, OR UL 1818 OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL 723. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN Y4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED. 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR CONSTRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE CRO55-5ECTIONAL AREA OF THE DUCTS. 5. FACTOR FABRICATED DUCT SYSTEMS SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND CLOSURES; JOINTS AND 5EAM5 OF DUCT SYSTEMS AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MASTIC AND DRAW BONDS. 4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENTS SPECIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXGHANOE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC, DAMPERS. 6. GRAVITY VENTILA INO SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE,E, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS. 1. INSULATION SHALL BE PROTECTED FROM DAMAGE, INGLUDIN6 THAT DUE TO 5UNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT 15 WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN GAUSS DE6RAD ATION OF THE MATERIAL. 8. FLEXIBLE DUGT5 CANNOT HAVE POROUS INNER GORES. A E SEALED AND DUCT LEAKAGE TESTED AS AIR TO AN OGGUPIABL E SPACE THE DUCTS SHALL L STEMS TO SUPPLY CONDITIONED, 01. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS , CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA3. 10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §150.0(rn)12. 11. SPACE GONDITIONINO SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC, PRESSURE PROBE (HSPP), OR A PERMANENTLY INSTALLED STATIC PRESSURE PROBE (PSPP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW :5 0.58 1A/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TE5TIN6, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF 5 350 CFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFIGAGY 017<055 W/GFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA3. 13. ALL DWELLING UNITS SHALL MEET THE REQUIREMENTS OF A5HRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAON05TIG TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA5.YAH RESIDENTIAL LIOHTINO MEASURES: I. INSTALLED LUMINARIES SHALL BE CLAS51FIED A5 HIGH -EFFICACY OR LOW-EFFIGAGY FOR COMPLIANCE WITH §150.0(1) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.013, A5 APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A SINGLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §150.0(k). 3. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE WATTAGE OF ELECTRICAL BOXES FIN15HED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A LUMINAIRE OR A SURFACE MOUNTED GEILIN6 FAN, SHALL BE CALCULATED AS 1.50 WATTS OR LOW EFFICACY L16HTING PEP, ELECTRICAL BOX. 4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. 5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIOHT5 DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS OF §150.0(k) 7. HIGH EFFICACY LUMINAIRES MUST BE SWITCHED SEPARATELY FROM LOW EFFIGAGY LUMINAIRES. 8. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. 01. LUMINAIRES SHALL BE SWITCHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRE5 TO BE MANUALLY SWITCHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(k). 11. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENTS OF §110.01. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMGs) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS IF; IT FUNCTIONS AS A VACANCY SENSOR. 13. A MULT15CENE PR06RAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFICACY. 15. KITCHEN L16HTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INGLUDIN6 BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTINO IF THEY ARE NOT SEPARATELY SWITCHED FROM THE KITCHEN LIGHTING. I6. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. 19. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. 20. LUMINAIRES RECESSED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTINO/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LE55 THEN 2.00FM AT 75 PASCALS WHEN TESTED IN AGGORDANCE WITH ASTM E283; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND GEILIN6. FOR RECESSED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIGHTIN6, INGLUDIN6 L16HTINO FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY. EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-OWOFF SWITCH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE PHOTOCONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE SWITCH WHICH BYPASSES THE MOTION SEN5INO FUNCTION PROVIDED THAT THE MOTION SENSOR I5 AUTOMATICALLY REACTIVATED WITHIN SIX HOURS. 22. INTERNALLY ILLUMINATED ADDRESS SIGNS SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER. 23. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF 6 OR MORE VEHICLES PER SITE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 132, 134, AND 147. LIGHTING FOR PARKING 6ARAGE5 FOR 5 OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-RISE RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFIGAGY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT SEN50R(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. SOLAR READY BU I LD I NGS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE 50LAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". 2013 CALGreen Residential Mandatory Measures Planning and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface water flows to keep water from entering building. Exception: Additions or alterations not altering the drainage path. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiency 4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. Water Efficiency and Conservation Indoor Use - 4.303.1 -Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1 Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall not be less than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more'than 0.25 gals per cycle. 4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Use - 4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and 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 changes in plant watering needs as weather or soil conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Conservation and Resource Efficiency 4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 4.408.1- Construction Waste Reduction of at least 50% - A minimum of 50•% of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 4.410.1- Operation & Maintenance Manual -An operation and maintenance manual shall be provided to the building owner or occupant. Environmental Quality 4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits. 4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Carpet Systems - Shall be compliant with VOC limits. 4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High Performance chools (CHPS) Low -emitting Materials List or to be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 Composite Wood Products Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized, designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. TABLE 4.504.11 ADHESIVE VOC LUT1,2 ,aa wnta AnA 1 es t: I-yAim st C6mwun& in Grips nor Lltcsr A.A CHITE TU°RJS.E. J PPU CAMONS CUPP ENT VOC L"]Kff T' TnJl rr ettr . adbi i s 51 Ca ,t r d adhosisys _ 7w) Outdoor -L-,vTet tidhesh- 150 'Wood flr cTi na adhesive 10117 RtahIncr :Ilim a '1 i Stthflr rc:r € Jiv-�ivm 4- _er-arnic °tile adhesives 65 VCT and as halt the adhesives 5ro Dryvall and pond adhcsi�,vs erre Covoi hw�,, a d h -s, iw s ? NTu Iti a.: . ae con stnect on adhesiv-re°s 730 Structural plazing adhctshones 100 5i 1c- l" " r f in IrmbmTr. catvshvs 250 Other adtwivm nirl r effi l ,, tiltM Gnftc tte, itli`t SPECIATTY APPLICAMONS N O � bA PVC wetdin2 510 CPVCweld i R 4913 AF S uvldinry 325 Plastic:; cv,ment wekdi n :250 Adhesiw* in rFor plastic MID Contact adhesiw l >gS mil it purposLl wntact ncdhe� oe 250 tfticlura1 wood tnemberadheesive i4n Top and tram aKlhcsiw 250 SUBSTRATE SPEtIFItC APPUCATIONS W R'I d to -M.Ral laic -nrtaq 4 t 6 n c; (MPaints) Plastic fe im ns Purnus Material(ersce.t+ nd 420 Iyth��r�*In�s _ Inclurriat nairtnnnrcrtllin 1. 3f an adbe-sivv- is it see to h-_tid di,wiinLlir sulbstratrs tkT kl-*zr. the a6vl si e tvith the. highest 'W)Ccontent shallxi allkr'm d. 2. Por additional info rrn ation regarding metho& to trasuretheVCK7 content specified in Ili is ta.hie, sor South Coast Air u,-dity MannXemzintDistrict Rule 11.68:. TABLE 4504.2 SEALANT VOC LIMIT Los Wator and Lost Exenipit Cciimpounds In Gtoams per Uter SEALANTS CUPP ENITV10C WIT ,rchirecturval 2 _`�l 147a rim' l decl: 7w) Fontiitv.1a in 1W jn�Ir14d1' Nonflat-tai In a cmti ng t Sin lck- l -Y roirinembmrv! 0. L3 Other 4- SEALANT PPIMEAS Arch ite clatral NonroxIDUS, Ptinous 2-1) 775 lk9c)dlli-M 1•Ilurtvs sla_ -W-, . Ltt~Itfr itous A -:of coalrings, ? Other _ 730 r- uu Ili.. ,. COATING CATEWPY EFFECTIVE 11V20`10 EF"FE"Nd= 'Ia4126112 Flat +atin --s 91 + . Fontiitv.1a in 1W Medium der itv Ox--rinceird Nonflat-tai In a cmti ng t IF 0. L3 SPECIALTY 60ATIRG 8 laminum roof coatinei BAwment' altT cln tlinps _ Ltt~Itfr itous A -:of coalrings, EEO iii t"fni noes rant priflwrs 35D Bond t ah-ers Mid U Gnftc tte, itli`t 3 153 N O � bA t�r�ncret's�,�rna�-?rsr r�air� ir_� H too.. atet lij M�1 U Dry trfi I IND I■~ ►fe�ti L cs C lux finiAin, ccefin 3 199 O Rre resistive imatings _50 a0 M V 1 Farm- 1 aseec ends'250 W laic -nrtaq 4 t 6 n c; (MPaints) 51710 Ha git teat eratiare coat' 420 W Inclurriat nairtnnnrcrtllin 2 hfa ,n tte cementc i itip Mnslfr te.Mue crintin s 100 l'ffb'lli ipfMcm-N-1 500 htaltitr ttin ,s 250 Pr:rataeatt[ne,ttt testa piriner 420 Ptimerr ilerx wil undermnt- 1001 W RelloiVe- NP94A n . Sealers F� �l matin 2 ri-� V1 Ro,of tbn W Rapt . r�vovat]ivt oculist h>ell.�;a Cleat Opaque '730 99 I -I aftafty guraRrs. se ale s ar d'atati afkef 350 too 9tm, w '2' tcfw crronlAmts 454) F C A�- swirnrni ¢. Vol c -c atings �40 Tn. frcia-rarlam contiflas 10 MANDATORY To b and tile refinish cos daps MEASURES Date 2016 WaiefpfonftnE membranes TO wood email . 275 Job "d tttivvf Sheet Ili int rn Ps 40 Of 7. rtrafns of V1DC per Iiter of s+e+atinjgg,, includi t1 v;-av-r and i r► ludin�: exmpt corn "inds. 2 The, specified limLtatefnaihineffect unh isedlmihsateti-fed mase- cluent ccolun-n-, in tivz t•thle , 3. Values in this table are de-nived from -ilinise specified by ft, Ct=lif��rriia Air; Re urces SowA Amthitectural 'iContingsSuggested Control Ntealstire, %brubry 1, 2008. fvlorc int-rinati-nn is ,-AahIc from the Air Pescmurces l8osfrti. TADLE 4.504,5 rorIMALDS"YDE, LIMITS"' Mttxitrtum F:orm;afdgavd4 Ernis,sibrm in Paris Por Ulfion PR > V T V14R IT WRIT Sardwoo d li noe r care �. Hard w 9 9 d l ywmd silo co. 1 + . Particleboard fl. Medium der itv Ox--rinceird IlA l Thin mkAium densit'S' fbmcf-l:k; d. . 0. L3 1. V alaes in thi tilde uv dcri�v-d from tbm c Wmifivd by the Cal&mii Air lte%omrces Bard, Air Toxics Ccintrol, f4easurne f"or Composite, Wood ate teested i:n accordance -with AST'N".l.:E. 1333. For add itio-m al inforral ati*an., see C"adfOr-nicr Code �f.���„�+`er::xtr,��s. Title!: l 7, Seetinns 9 w ,I .LO throuLh93120. t2,: 2 Titin medium d-mitvilbett rd f s amayimum thi4laac sofs� it h i trnfn) PERMIT#�- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR FDATTqE COPLI C REV16WE FOR CODE COMPLIANCE JUL 8 -Ojo A TR13 A1!D A.SSOC TES NOTE: THE PROJECT M,4NAOER OR OENERAL GONTRAGTOR WILL BE THE RESPONSIBLE PERSON TO GOLLEGT AND PROVIDE VERIFICATION OF GALOREEN COMPLIANCE TO THE BUILDING INSPEGTOR PRIOR TO BUILDING FINAL. Revision: Date: By: N EEO O� t- t` M U � N O � bA d H U o z lij M�1 U O� I■~ •°v W r. P"1 O a0 M V 1 W V1 W W W 0 F--�� H H W ri-� V1 W I -I 0V C7 No. REN. 128 7/1 F C A�- RESIDENTIAL CALOREEN MANDATORY MEASURES Date 2016 Scale Drawn Job Sheet ICG Of Sheets E N N ti M ri CO O N in N N