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HomeMy WebLinkAboutB16-2915 041-470-062PLANS CONFORM TO THE STATE OF CALIFORNIA TRADE CODES A5 LISTED: 2013 BUILDING GODS (GBG) 2013 RESIDENTIAL CODE(CRO) 2013 MECHANICAL GODS CMG) 2013 PLUMBING GODS (CPG) 2013 ELECTRICAL CODE (CEG) 2013 GREEN BUILDING 5TANDARD5 CODE (GCB) AND THE 2013 ENERGY GODS (CEG). SITE PLAN 0 m '74'-6" 1 1 r] r.) r- r] r] A r1 74'-6" NOTE: 9'-0" CEILINC75 U.N.O. .OWER PAD M. RT #_Z6 BUTTE DEVELOPMEW SE REVIEWED FOR CODE COMPLIANCE Living Area 2094 sa ft PLAN5 CONFORM TO THE 5TATE OF CALIFORNIA TRADE CODES A5 L15TED: 2013 BUILDING CODE (CBG) 2013 RE51DENTIAL GODS( GRG) 2013 MEGHANIGAL GODS CMC) 2013 PLUMBING GORE (CPC) 90153 ELECTRICAL CODE (GEC) 2013 GREEN BUILDING 5TANDAtRD5 CODE (CGB) AND THE 2013 ENERGY CODE ( CEC ). 11 !J 644 CML of CAuFa��`p FLOOR PLAN r PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: w J O co A W m �— Lu m IL J [D �-.-- O N ww q � o rz wv o O M� Z 6 vm d- � w w 0 !D v Q < n� o U_. O LL m .N m < Ov � � Q p E m OW s � SV r PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: w J O � A W < �— Lu IL J [D �-.-- O N ww A f - LU rz wv o O Z 6 zw -0 w w 0 !D v Q < n� o w 7 Lu < O L Q p w m In IL A.P. 003-045-089 REVI510N5 DATE: 12-28-16 REV. 1 2-2-11 REV. 2 REV. 3 PAGE INDEX z O � W �— IL V Lu O N w A f - LU z ul� O Z LL -0 w z v z w w 7 d Q L w o w z 0 } to m , Lu �? zd3 z 1 tu w u Ao DL A.P. 003-045-089 REVI510N5 DATE: 12-28-16 REV. 1 2-2-11 REV. 2 REV. 3 PAGE INDEX J 0 i— REAR LEFT CONCRETE SLAB NOT LE55 THAN 1-3/4" BELOW DOOR Milli `�"'t►�� ilk 11111 i I I IV ► =��/-towt�t�t�t�t�t�/fit►'� i�r^tom/^t�t�/�t�t�t�t�t�/�►► ���t�/^t�t�t�/^t�t�/�/► � � �.,.�/�t�/�/�t�/r./�/r�t�t�/�/rte/�►►. ��.■�/r�t�t�/r�/�/�►r■�t�/r►,.=� �`,,�t^/�/i■■�/�/�ti■■�/ter,�tv■�/r■�/�t^/�t�t�/�t�t�ti■u/�/�/�t�t�t^,.��i�/i■u/^/�t�ti■ut/^/�t�►..�� i��.t�//■■�//fit/■\//�//\t/�.�;:�1//\t/�//\t/\//�t/\t1\//�t/■�//\//■�//■�t/�//�//\t�t�/�t�►.���/^/�t�t�/^t�/�t�/►�.�� Ow//�r��i�//�t�////t�t�t�t�t�t�t�/�t�t�/�t�/�t►►.t ��/�t�t�t^t�/�t�/�/�►�t- ��.�..�`.��►�/�■■t/I�tFRI biro/�tv■1/�tI1/ / /t■p/�t�4�/�t�/ /Ogtt■pts/�t�ltpq/pp/qtr■qtr•:,�.�tl�tr■p/pq/�/�t�■p/pq/�/rte,`_ ��../�i,� �t/�t/�//�■�t/\//�/'�-q/�t/�//\t/\//1//\//■It/•t/■�//1t/1//�t/�t/�//■�//1t/�t/�//�//\t/\t/�t/�//�t►"r/�//\t/tt/1//�//�t/�t/\//�/►�� ,�.I././i,� ;�/�t�/�t�/I� �/�t�t�t�t�t�t�/�/�t�/�/�t�/�t�/�/�/�t�/�/�/�t�/�/�/fit►= �r�t�t�t�t�t�t�t�/�/►'� _�I•I../��////■It///�tI%t/•t/■1//�t/■It/ftt/o■1//////■1//\t/��1/1�■1//\//■1//�t1�■1//////tt/■1/1�■1////\t/■It1�■1//////1///\//\t/1t1�1//�//�/%It/1//\/�` LLW- Big I �RIGHT 51DE (50UTH) ELEVATIONJ I I SERVICE 1115CONNECT\ as ■ e A/C CONC. 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PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: w J O Q 111 < �-- nc m � CD � O N LU A tt) I - z LU Lu IL m� v w o wV oc ZFLw Z r~ u- In � .� W z ui v r 0 In < Z w 111 .. J E =1 p O V O � in 6- PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: w J O Q 111 < �-- nc 1� � CD � O N LU A tt) I - z LU Lu IL Lu j w o wV oc ZFLw Z r~ u- 0 � .� W z ui v r 0 Z < to w (3 =1 p C-4 < m in 6- A.P. 003-045-089 REV151ON5 DATE: 12-28-16 REV. 1 2-2-17 REV. 2 REV. 3 ELEVATION PLAN UI O 111 �-- J .� � O N LU A tt) I - z `L j w o � oc Z r~ u- tu .� W z ui v r Z w w Q tSl w o � U- w Z J LLI w? � m w z U1 f zco 0 z cp LU w m OL 13 Q Ln A.P. 003-045-089 REV151ON5 DATE: 12-28-16 REV. 1 2-2-17 REV. 2 REV. 3 ELEVATION PLAN UI 0 r 14'-6" 18'-011 b 24'-0" -------------- I I 53 o S S �e,6 \ 6 4 GONG. SLAB ON GRADE ( 2500 P51 ) O/ VAPOR BARRIER, O/ MIN. 4" GLEAN GRAVEL. — — — — REINFORCED W/ #4 @ 24" O.G. EA.WY. W/ 12" X 12" THICKENED SLAB EDGE \ 141 -011— (E) 4' -0"(E) NOTE: DOWEL NEW SLAB/ \ FTG. TO (E) FOUNDATION MIN. 6" EMBED TE5 ADDITION TO EXI5TIN6 EXI5TING CARPORT SLAB/ FOOTIN65 (REMOVE) — — — — — — — — — — — — — — — 1 12 X 12 GONTINOU5 53 FTG W/ ( 1 )# 4 TOP AND BOTT TYP. (E)- 14'-0)" m 331-0" ------------------ 24'-0" II I I i E I I I I (E) „ XISTING PLUMBING FOOTING 3'-b" 50. FOR "0� I MAIN LINE " /X12DP. EXISTING CARPORT ( I vj Q4 I UNDER (E) r r SLAB/ FOOTIINGS �4 l SLAB TO (REMOVE) SEPTIC TANK. I I I o II J I i J II I I (E)9'-b"X8" II (UPPER LEVEL) THICK CONCRETE I I I I WALLS i t II I I II r --- -- J L I I — _ — in Ir I NOTE: EXISTING FOUNDATION APPROVED PER 2004 PERMIT- FOUNDATION STRUCTURAL ENGINEERING PER VERTECH \ I ENGINEERING CHICO, CA. 4'-b"- 3'-4" 17'-4" — — — -/ X15TING FOUNDATIO SCALE: 1/8" = 1 FT. il/T�'E COUNTY DEVELOPMENT SERVICES REVIEWED FOR "oDE COIVIPLIANGIE Z-.2/ — N -T\ 24'-0" 10'-0" MBHU 5.50 / 2 DOWEL PER NOTE 11.88 IN5TALL53 PER MFG 5PEG5 STe,6 I I W m I I e16 m I } I I I n CL m N (E)3'6"5Q X c 12"OF. (F3) FK d-zw� o �0.uu w tu 0 I� tu awa p�oZ� i-a:3O �►-vm 25-8" CARPORT I 100. r (NE ------ — — — — — — — — —\\ � 1 33" X 33" X 12" �j�� I DOWEL PER NOTE 53 FTGw/(4)#4 EA. WAY ( F1 ) I ADDITION I EXI5TING FOUNDATION 10'-0" '741-611 PLAN5 CONFORM TO THE 5TATE OF CALIFORNIA TRADE GODE5 A5 L15TED: 2013 BUILDING CODE (GBG) 2013 RE51DENTIAL GODS( CRG) 2013 MECHANICAL CODE GMG) 2013 PLUMBING CODE (CFC) 2013 ELECTRICAL CODE (GEC) 2013 GREEN BUILDING 5TANDARD5 CODE (CGB) AND THE 2013 ENERGY CODE (CEO). FLAN FLAN DESIGNER: JAMES PEPPLER FIN15H DATE: w - J00-1_ Q W m F— � m IL OL W [n l� v uJ rL w N U.1 Lu z LU v O w inm n JLU Z�j U-1 in t!7 LL 'u- m W v W z O �- Q 1 En -� U1 CIL FLAN FLAN DESIGNER: JAMES PEPPLER FIN15H DATE: w - J00-1_ Q W F— � < IL OL W [n uJ rL N U.1 Lu z LU v O z � JLU Z�j U-1 p t!7 LL rZ W v W z O �- Q 1 En -� U1 CIL A.P. 003-045-089 P 14 e`j - z W F— < IL OL v uJ 0 N U.1 z � JLU Z LL rZ W v O z w �- w 1 < cl _Q O !� Lu z [a tu } m ui W N Z O� cV tj ; 1 < w X z 02 z m O m W IL In -� A.P. 003-045-089 P 14 e`j 0 REV. 1 2-2-11 REV. 2 REV. 3 4 - 0 REV. 1 2-2-11 REV. 2 REV. 3 4 PLAN5 CONFORM TO THE 5TATE OF CALIFORNIA TRADE CODE5 A5 L15TED: 2013 BUILDING CODE (CBC) 2013 RE51DENTIAL CODE(CRC) 2013 MECHANICAL CODE GMC) 2013 PLUMBING CODE (CPC) 2013 ELECTRICAL CODE (GEC) 2013 GREEN BUILDING 5TANDARD5 CODE (COB) AND THE 2013 ENERGY CODE ( GEC ). 6 52 -� \\ - -- - - - -- ----- 6 // �70VERHANGS 52 Covered Porch / I 5:12-10' CEILING LINE— — — — — — -- PITCH / I 10' TRAY C Master Bdrm I 6 X 5 OF. NO. 1 (B2) Q- I I \ // EILING) I I Il�il 14'C5 14 W/ 2X BLOCK BACKING (X) ATTIC VENTILATION CALCULATIONS ( ) UNDERFLOOR O FLOOR AREA IN SQ. FT. OF NET VENTILATION GROSS AREA OF VENTS SQ. FT. AREA REQUIRED REQUIRED IN SQ. FT. 2262 - 150 =F 15.08 m TYPE OF WIDTH IN HEIGHT IN AREA IN SQ. AREA IN SQ. HOW AREA IN SQ. VENT INCHES INCHES IN. OR NFVA FEET EACH MANY FT. PROVIDED PERIM. LIN I X [FT.:] = ® -= 144 = F.057 x 215' = 10.75 EAVE 22.1X 5.5 = 75 -;<- 144 = 52 X _ * TURBINES 14" x n/a = F600 --= 144 =F4.176x fl TOTAL VENT AREA PROVIDED -MUST EQUAL OR EXCEED GROSS AREA REQUIRED 27.39 VULCAN VENT OR EQUIV. @) J � �k �k GAF 14" TURBINE VENTS ° Z TYPICAL HEADER: 6 X 8 OF. NO. 2 U.N.O. NOTE: ALL G5 5TRAP5 TO BE NAILED TO 2X BLOCKING IN ABSENCE OF STRUCTURAL MEMBERS ---10'CEILINGLINE— ----/_--- III 6 INTER. r — -- r 52 PERIM. \ ' 14" TURBINE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I \ I I NE ATTIC VENTS (4 TOTAL) BUTTE CUUM Y DEVELOPMENT SERVICE REVIEWED FPLI NCE OR ---- ------------ ff I I ---- — I -------------- / I / bXBOF. NO. 1 (6J`J' 3)TYP. I / I _ / YLaM4il Kitchen V/ I I — — — — -10' CEILING LINE - 1 O' INE-10' TRAY CEILING) / Office/ Sound Room I / Master Bath I / I / INTERIOR / PERIM. I / 10 �U55 �5 / I 8 III I I / I I III @.24"O.G I 52 III I I // I I III ]' III I I L --------- I---�! ---- N�O�GyOur- Of / I / (10' TRAY CEILING ) ---- -- --- — I I I Ell ll - Q-----------------I+--------c I I i �---- - - - -- \ I' 1ju ISTUDIOI ,�11—/ I I HASE AT 3' MIN. ---------- --- 52 HEIGHT Bath II \ I I III I 6 � I / I II I 20'05 14 �i II I I II II\ O Gar PO / III I II I I II I ------ —�--- III I I `L:! I I I \ ( I p �- I � I Q INTER. \ ----- _ in PERIM. \ I z \ / Porch Closet I I / \ o \ . ---6X 10OF. NO. 1----- -- —— — — —— II - __-__----__- PERIMETER VENTING IN BOXED 3' G5 14 3' G5 14 3' G5 14 I - Bedroom 16' G5 14 6 EAVES, CONT. ( 215 LIN. FT.) �'14-1\ 1 52 ROOF PLAN Living Area 2094 sa ft�.n? �0N Q, / \ :034 � op rLP%Ntt UUIVt-UMM I U I t -it: 5 I P% I t= Ut- (-il'cLIt-UMNI/-k I M/AVr- LoUvr_V /AV LIZ) I Gv: LU 10 DVILL/ IIVC7 V(./vG k vDv ) Ll/ I I«Z;FIL/"1`4 1 InIL vvL/Lk vIw .cv 1v I-iLvnnl�Ivn>_ vv�i CMG) 2013 PLUMBING CODE (CFO) 2013 ELECTRICAL CODE (GEG) 2013 GREEN BUILDING 5TANDARD5 CODE (66B) AND THE 2013 ENERGY CODE ( CEG ). PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: w J O � Q W m �- .—1 m Lu D ED N r V w O LULu W wv Lu E- O m� v LU w Ln fl O @) J � ui ° Z u- w �o m rn z O (3 Ln q) m w 3 Lu < � °v O � lsi PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: w J O � Q W �N �- .—1 !� Lu D ED � V a� O LULu W wv Lu E- O Lu a LU w Z u O J � ° Z u- w z O (� a- m w Ln Lu A.P. 003-045-089 REV 1510-N DATE: 12-25-16 REV. 1 2-2-11 REV. 2 REV. 3 PAGE INDEX SITE PLAN 1 FLOOR ONE 2 ELEVATIONS 3 FOUNDATION 4 5ECTIONS 5 ROOF 6 ELECTRICAL 7 5EE ATTACHED ENGINEERING P65 51, 52, 53 E)l z O � W �- .—1 � V a� O Lu E- Q a LU w Lu J ° Z u- w z 111 (� Z w A- Lu 7 � Q In lsi LU O z �' m w w J z C'4 z 0ED w Cw DL In A.P. 003-045-089 REV 1510-N DATE: 12-25-16 REV. 1 2-2-11 REV. 2 REV. 3 PAGE INDEX SITE PLAN 1 FLOOR ONE 2 ELEVATIONS 3 FOUNDATION 4 5ECTIONS 5 ROOF 6 ELECTRICAL 7 5EE ATTACHED ENGINEERING P65 51, 52, 53 E)l AFCI High e�cy recesse/i AFCI i; Single Pole GO/5® Detector Fluorescent Light [high efficacy] controlled by vacancy sensor, tJp. IL Z) Half ELECTRICAL PLAN SCALE.................................1/4" = 1 FT. LOPNER FLOOR 220V Duplex (weatherproof) Duplex (ueatherproon GFG� 2) SEPARATE 20 AMP CIRCUIT GFCI U I U wpn '4FCI l —� _� ` FCI a J _F --/— — — — — — — —— -- �I � Iv ~ AF GO/Smo Detector a, Duplex (weatherproof) \ WP \ GFGI \ Single Pole AFCI— — Ceiling n (lights) �� ,n // \\ Si SinglePblef� v v I rc AFCI Recessed Down LI ht b 9 �—Recessed Down Ight b AFCI ✓C 50 CFM EXHAUST aY Single Pole AFCI_ VENTED TO EXT., TYP Recessed Down Light Recessed Dann Light b -- JHigh elflV recessed Ilght i rrII y�y R si'r!d Daus ight 6 S o LL pRecessedV ----- \\AF Rece%�:�aynL ht b I --— Jt b ____ ____ esseg4r0U.n Light b `GFGI 1 �/I I/p I I (GFGI— , \ Fri a kl (51`6kad Duplex (uelatherproof) LIGHT SUITABLE 100 CFM EXHAUST DOWN FCI O� FOR DAMP DRAFT VENTED TO LOCATIONS EXTERIOR FCI R Three Way 3 � 1 \ 3 � O) > EXHAUST FAN RATED a I AT MIN. 15 -CFM AN FCl MAX. OF 1.0 SONE /° l L \' s DRYER VENT / o !}CE FCI GpFCI� m I R D WP II I AFQ�'.� LABEL EXHAUST FAN 5WITCH A5 " WHOLE -BUILDING VENTILATION - LEAVE ON WHEN OCCUPIED " AFCI AFCI GFCI Thrc Way FIC] — I I AFCI m 2 High efficacy rccessese / II q ^ I NOT BE USED A5 TH le ww" uetector ' AF AFC"Gr5i 3 3. ALL RECEPTACLES FOR 120V, SINGLE PHASE, 15 AND 5. PROVIDE A MINIM 20 AMP CIRCUITS MUST BE TAMPER- RE515TANT TYPE. Three Way I ' BRANCH CIRCUITS EVENLY PROPORTIONED IN THE ---------- KITCHEN, PANTRY, BREAKFAST ROOM, OR 51MILAR AREA Gelling (lights) J l/ TO SERVE ALL WALL AND FLOOR AREAS. SUCH CIRCUITS I ALL LIGHTING IN 1K S SHALL BE HIGH EFF -- JHigh elflV recessed Ilght i rrII y�y R si'r!d Daus ight 6 S o LL pRecessedV ----- \\AF Rece%�:�aynL ht b I --— Jt b ____ ____ esseg4r0U.n Light b `GFGI 1 �/I I/p I I (GFGI— , \ Fri a kl (51`6kad Duplex (uelatherproof) LIGHT SUITABLE 100 CFM EXHAUST DOWN FCI O� FOR DAMP DRAFT VENTED TO LOCATIONS EXTERIOR FCI R Three Way 3 � 1 \ 3 � O) > EXHAUST FAN RATED a I AT MIN. 15 -CFM AN FCl MAX. OF 1.0 SONE /° l L \' s DRYER VENT / o !}CE FCI GpFCI� m I R D WP II I AFQ�'.� LABEL EXHAUST FAN 5WITCH A5 " WHOLE -BUILDING VENTILATION - LEAVE ON WHEN OCCUPIED " AFCI AFCI GFCI Single Pble MONOXIDE DETECTION, AND SHALL BE INTER- MORE THAN 6 L55. m 2 High efficacy rccessese / II GOTSmke Detector 200 AMP MAIN PAN EL ERVICE 015CONNECT Duplex (uealherproo0 Exterior Lantern 1 WP Gr<.61`01 PROPANE ATTIC FURNACE Recessed Dann Light b Three Way 3� 4 Three Way G015wke Detector /L Gelling Fan (lights) EAFCI U `\`V\ e t ICE WP si GENERAL ELECTRICAL NOTES PER CEO 201 a 1. ALL FIRE ALARMS 5HOWING ARE TO INCLUDE CARBON -7• FIXTURES, LAMP MUST BE SECURELY MONOXIDE DETECTION, AND SHALL BE INTER- MORE THAN 6 L55. CONNECTED. SHALL NOT BE 5UP CMC) 2013 PLUMBING CODE (CFC) 2013 ELECTRICAL CODE HOLDER PER 2010 C 2. ALL RECEPTACLES FOR 120V, SINGLE PHASE, 15 AND 20 NOT BE USED A5 TH AMP CIRCUITS MUST BE ARC- FAULT CIRCUIT - FANS PER 2010 CEC INTERRUPTER ( AFCI) TYPE. 3. ALL RECEPTACLES FOR 120V, SINGLE PHASE, 15 AND 5. PROVIDE A MINIM 20 AMP CIRCUITS MUST BE TAMPER- RE515TANT TYPE. WATTAGE IN KITCH 4. PROVIDE TWO OR MORE 20 AMP SMALL APPLIANCE 9.PROVIDE A MINIM BRANCH CIRCUITS EVENLY PROPORTIONED IN THE BATHROOM. ALL OT KITCHEN, PANTRY, BREAKFAST ROOM, OR 51MILAR AREA EFFICACY OR CONT TO SERVE ALL WALL AND FLOOR AREAS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. ALL LIGHTING IN 1K S SHALL BE HIGH EFF 5. BATHROOMS RECEPTACLES SHALL BE SUPPLIED BY VACANCY 5EN50R ONE 20 AMP CIRCUIT WITH NO OTHER OUTLETS. 6 6. LAUNDRY ROOM RECEPTACLES SHALL BE SUPPLIED WITH LU ONE DEDICATED 20 AMP CIRCUIT WITH NO OTHER OUTLETS. O .w V 9U TE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE /-/ 7_7U, W LU nATE •Z-'? /:7 By iL \y Single Pole ZI v / n u AFCI I I I I Gelling Fen (lights) l/ X I � I �— — — — — — — — — — — — —,� AFC \ AFC..* PLAN5 CONFORM TO THE STATE OF CALIFORNIA TRADE CODES A5 L15TED: 2013 BUILDING CODE ( CBC) 2013 RE51DENTIAL CODE(CRC) 2013 MECHANICAL CODE CMC) 2013 PLUMBING CODE (CFC) 2013 ELECTRICAL CODE (CEC) 2013 GREEN BUILDING 5TANDARD5 CODE (C613) AND THE 2013 ENERGY CODE ( CEC ). \ I HalfI Gone 1. PROVI FT. OF 1^ 2.ACAT THE OU1 HEATER 3. PROVI INCHES ALLOW5 4. PROVI 5. PROVI PRESSU RELIEF BUILDIN 6 INCHE THE ORA ELECTRICAL PLAN SCALE.................................1/4" = 1 FT. PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: W z O v Ii Q J < fY m iL W I CDrL � +� �-- W N ►Lf wv 1K LU o 6 z LU O .w V W r Ln LU Q W LU Uj v iL m W O Ov � J Ln E Ln Ow � a LU =v a PLAN DE5IGNER: JAMES PEPPLER FIN15H DATE: W z O v Ii Q J < fY iL W I CDrL � +� �-- W N ►Lf wv 1K LU o 6 z LU O .w V LU Q W LU Uj v iL J W O �v< W Ln IL A.P. 003-045-089 REVISIONS DATE: 12-28-16 REV. 1 2-2-11 REV. 2 REV. 3 PAGE INDEX ELECTRICAL PLAN of z O v Ii J iL V � � N wtu V ! LU z � LU W LU Uj v � O z Ln I LU O 7w K LLLU z J LLI M>' m wc LU , 111 L < is)0En z d, z Wn w u 6L A.P. 003-045-089 REVISIONS DATE: 12-28-16 REV. 1 2-2-11 REV. 2 REV. 3 PAGE INDEX ELECTRICAL PLAN of _ _._ _. __ __.., ____ __.... _. ELECTRICAL NOTES: FA4 � "WILDLAND-URBAN INTERFACE FIRE AREA (SRA) REQUIREMENTS: I. ELECTRICAL SERVICE TO BE 200 AMP - U.N.O - VERIFY AMPERAGE AND LOCATION. Z Z H � WQ Q IL }- -1 re. a' ". - 2. KITCHEN WALL COUNTERTOP RECEPTACLES SHALL BE INSTALLED WITH 12" COUNTERTOP SPACE OR to Q n z < J Z J M < Nes. -�."I 1N I. WHERE ROOF VALLEY FLASHING 15 INSTALLED, THE FLASHINO SHALL BE LARGER AND SHALL BE 5FG1 PROTECTED, 2015 GEC, ART. 210.8(A) (6). IW U Z < IO U ~ (LN N Z W -F Q Z C4ZC7,,,r.,,,een.' 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES M,ZGreen, 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES _ O to O lW 2 - W p W z � \\ NOT LE55 THAN O.OIQ INGHE5 NO. 26 OAOE GALVANIZED SHEET 5. RECEPTACLES SHALL BE SPACED 50 THAT THERE I5 NO POINT ALONG THE WALL WHICH 15 MORE THAN Q lU Z = Z V Q * O ~ = _ (Includes significant changes from 2010 CALGREEN) -_ (Includes significant changes from 2010 CALGREEN) CORROSION -RESISTANT METAL -INSTALLED OVER NOT LE55 THAN ONE 6'-0" FROM AN OUTLET. PROVIDE ONE OUTLET MIN. FOR EACH COUNTER SPACE IN KITCHEN WHICH IS 12" w O �- AC F- Q lu to Q O ZZ LAYER OF MINIMUM 72 -POUND MINERAL -SURFACED NON -PERFORATED OR WIDER. (MAX. 4'-O" O.G) z = t- O } z QC V O 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN • \ \ \'171=1\ \\ \\\. _ �v �,�yvv y� 101.3.1 State -regulated REVISED: Expands the scope of CALGreen to include ALL low-rise, high-rise, and hotel/motel buildings of Group R occupancy. buildings �» .. . IN, �. \ \ \ \.. 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 NEW: Relocates all definitions to Chapter 2. Other chapters include only defined terms and a reference to Chapter 2. Paints and Coatings specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss REVISED: Modifies "residential building" to include "low-rise residential buildings" and "high-rise residential buildings." 202 Definitions REVISED: Clarifies "low-rise residential building" as a Group R occupancy that is 3 stories or less and deletes reference to Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance with eiither Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. one- or two-family dwellings or townhouses. Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. NO CHANGE FROM 2010 CALGREEN NEW: Defines "high-rise residential building" as a Group R occupancy that is 4 stories or greater in height. Documentation is required per Section 4.408.5. 4.408.1 NEW: Clarifies that mandatory measures in Chapter 4 apply to additions or alterations of residential buildings and specifies that Exceptions: prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) of the California Code of Additions and requirements only apply to the specific area of the addition or alteration. 301.1.1 alterations NEW: Adds a note directing code users to review Civil Code, Section 1101.1 et seq., regarding mandatory replacement of additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. cavities. Manufacturers' drying recommendations shall be followed for wet applied insulation products prior to enclosure non-compliant plumbing fixtures. NO CHANGE AN FROM 2010 CALGREEN Low -Rise and NEW: Clarifies that CALGreen may apply to either low-rise or high-rise residential buildings or both. 301.2 High -Rise NEW: New "banners" LR and HR+ as identifying provisions applying only to low-rise or high-rise residential structures, [) [ l fY 9 P 9 Y 9 4.408.2 Residential respectively. 2 - California Department of Public Healt:i, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Buildings NO CHANGE FROM 2010 CALGREEN 4.408.3 2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverte>d 3 - NSF/ANSI 140 at the Gold level Storm Water NO CHANGE FROM 2010 CALGREEN 4.106.2 Drainage and Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water 4.408.4 Retention During drainage during construction. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program. Construction NEW: Adds Section 4.408.4.1 to acknowledge a high-rise residential compliance alternative. 4.408.4.1 Alternative NO CHANGE FROM 2010 CALGREEN All carpet adhesives shall meet the requirements of Table 4.504.1. 4.507.1 Reserved Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering 4.106.3 Grading and Paving buildings. flooring measures. 4.410.1 NEW EXCEPTION Revision provides an exception for additions and alterations not altering the drainage path. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency wthich �7 \ \ \\ \ covers 10 specific subject areas shall be placed in the building. 4.504.4 REVISED. Energy efficiencyrequirements for low-rise residential (Section 4.201.1) an high-rise residential/hotel/motel 4.201.11 Conditioning (Section 5.201.1) are now in both residential and nonresidential chapters of CALGreen. 5.201.1 Scope REVISED: Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those General U.S. EPA Phase 11 emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable re uired b the 2013 California Ener Code code reference date u dated from 2010 to 2013 I. 4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic local ordinances. \ \ \ \ \ \ \ \. .._: \ REVISED: 201% reduction of water use are now prescriptively designated within CALGREEN text. 11 ..�vv,y y . v: Covering of Duct Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. REPEALED: Prescriptive and performance methodology, Tables 4.303.1 and 4.303.2. NO CHANGE FROM 2010 CALGREEN Protection of NEW: Plumbing fixtures and fittings shall comply with the following: 4.504.1 Mechanical equipment, all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheetmetai 4.303.1.1 Waters Closets: <_ 1.28 gal/flush or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be wsed. Water Conserving 4.303.1.2 Urinals:15 0.5 gal/flush 4.303.1 Plumbing Fixtures 4.303.1.3.1 Single Showerheads: 5 2.0 gpm @ 80 psi 4.504.5 and Fittings 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by .a single Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent kocal or valve shall not exceed 2.0 gpm @ 80 psi or only one shower outlet is to be in operation at a time regional air pollution or air quality management district rules apply: 4.303.1.4.1 Residential Lavatory Faucets: 5 1.5 gpm @ 60 psi 1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regiomai air 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: 5 0.5 gpm @ 60 psi �A pollution control or air quality management district rules where applicable, or SCAOMD Rule 1168 VOC limits, as shown in 4.303.1.4.3 Metering Faucets: 5 0.25 gallons per cycle Adhesives, Sealants Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic 4.303.1.4.4 Kitchen Faucets: 5 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm and Caulks compounds (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and trichloroethylene), except for aerosol REVISED: Specifies that plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code. Standards for REVISED: Relocates provisions for multiple showerheads to Section 4.303.1.3.2. 4.303.2 Plumbing Fixtures NO CHANGE FROM 2010 CALGREEN and Fittings REPEALED: Table 4.303 "Standards for Plumbing Fixtures and Fixture Fittings." Code users are directed, in Section 4.303.2, and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 177, to the California Plumbing Code for applicable reference standards. 4.505.2.1 commencing with Section 94507. contact with concrete and a concrete mix design which will address bleeding, shrinkage and curling shall be used. For additional) NO CHANGE FROM 2010 CALGREEN Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with Irrigation the following: 4.304.1 1 - Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant Controllers 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). 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN ,. �.,. .. . \ REVISED: Specifies the areas needing rodent proofing are sole/bottom plates. 4.406.1 Rodent Proofing Annular spaces aroundand pipes, electric cables conduits or other openings in lales atexterior walls shall beclosed witth cement 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 mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. Paints and Coatings specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss NO CHANGE FROM 2010 CALGREEN 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 methods may be approved by the enforcing agency and shall satisfy requirements In Section 101.8. Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance with eiither Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 2 -Moisture readings shall betaken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each piece to be Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. NO CHANGE FROM 2010 CALGREEN Construction Waste Documentation is required per Section 4.408.5. 4.408.1 Reduction of at least Exceptions: prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) of the California Code of 50% 1 -Excavated soil and land -clearing debris. 2 - Alternate waste reduction methods developed by working with local enforcing agencies if diversion or recycle facilities capable of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wail or floor compliance with this item do not exist or are not located reasonably close to the jobsite. additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. cavities. Manufacturers' drying recommendations shall be followed for wet applied insulation products prior to enclosure 3 - The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond NO CHANGE AN FROM 2010 CALGREEN • \ \ \ e� \ \ \.". a\.. , , \ \ .. 11 the haul boundaries of the diversion facility. All carpet installed in the building interior shall meet the testing and product requirements of one of the following: Construction Waste NO CHANGE FROM 2010 CALGREEN Pians be 4.408.2 Management Plan Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. shall updated as necessary and shall be available for examination during construction. 2 - California Department of Public Healt:i, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Waste Management NO CHANGE FROM 2010 CALGREEN 4.408.3 2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverte>d 3 - NSF/ANSI 140 at the Gold level Company construction and demolition waste materials meet the requirements in Section 4.408.1. 4 - Scientific Certifications Systems Indoor Advantagelm Gold 4.504.3.1 4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4.408.4 Waste Stream 4 pounds per square -foot of the building area. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program. Reduction NEW: Adds Section 4.408.4.1 to acknowledge a high-rise residential compliance alternative. 4.408.4.1 Alternative 4.408.4.1 [HR+I Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than All carpet adhesives shall meet the requirements of Table 4.504.1. 4.507.1 Reserved 2 pounds per square -foot of the building area. REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient Operation and . •'111 \\ \\ \\ LILI,\\\ . \ NO CHANGE FROM 2010 CALGREEN flooring measures. 4.410.1 Maintenance Manual At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency wthich 1 - The heat loss and heat gain is established according to ANSI/ACOA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE covers 10 specific subject areas shall be placed in the building. 4.504.4 Resilient Flooring NO CHANGE FROM 2010 CALGREEN Conditioning Systems 2 - Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply witth 4.503.1 General U.S. EPA Phase 11 emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable 3 - Select heating and cooling equipment according to ANSVACCA 3 Manual S - 2004 (Residential Equipment Selection) or other 4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic local ordinances. . 11 ..�vv,y y . v: Covering of Duct Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. Openings and NO CHANGE FROM 2010 CALGREEN Protection of At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating) 4.504.1 Mechanical equipment, all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheetmetai Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be wsed. Equipment During shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood Construction Composite Wood (17 CCR 93120 et. seq.), on or before the dates specified in those sections as shown in Table 4.504.5. Documentation is required per 4.504.5 NO CHANGE FROM 2010 CALGREEN Section 4.504.5.1. Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent kocal or Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density ifiberboard. regional air pollution or air quality management district rules apply: "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented sltrand board, 1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regiomai air glued laminated timber, prefabricated wood I -joists, or finger -jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a). �A pollution control or air quality management district rules where applicable, or SCAOMD Rule 1168 VOC limits, as shown in . . a . . ��- Adhesives, Sealants Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic 4.504.2.1 and Caulks compounds (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and trichloroethylene), except for aerosol Concrete slab foundations or concrete slab -on -ground floors required to have a vapor retarder by the California Building Code, Chapter 19, products as specified in Subsection 2 below. or the California Residential Code, Chapter 5, respectively, shall also comply with this section. Documentation 2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packagin93, NO CHANGE FROM 2010 CALGREEN which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standfards A capillary break shall be installed in compliance with at least one of the following: and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 177, 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 retarder in direct 4.505.2.1 commencing with Section 94507. GAP SHEET COMPLYING WITH ASTM D 5clOcl, AT LEAST 56 -INCH WIDE 4. REGEPTAGLE5 IN BATHROOMS, GARAGES (INCLUDING GARAGE DOOR OPENER), ALL. KITCHEN COUNTERS, V F- d Z -i (Y O u- 2 = ? RUNNING THE FULL LENGTH OF THE VALLEY, 2015 ORO SEG. R527.5.5. AND ANY EXTERIOR LOCATIONS SHALL BE GROUND FAULT INTERRUPTION SYSTEM (5F1) PROTECTED. (PER LU ) z 2 < 02 W W Q O > 4 O 2. IF ROOF GUTTERS ARE INSTALLED, OU MEANS SHA PREVENT BE PROVIDED. 0 5ON 5. SMOKE DETECTORS SHALL BE PLACED MORE THAN 12" FROM CEILINGS AND �D V ~ ~ 00 F EAVES AND DEBRIS IN THE G TT LL DUCT OPENING O L 5. SMOKE N z _ l� Z z - F- � 3 O GRG SEG. 8527.5.4 DETECTORS SHALL BE PERMANENTLY WIRED AND INTERGONNEGTED AND SHALL PROTECT SLEEPING W Z � O V �j [f] Q Q 'd - R ONITION RE515TANT EXTERIOR WALL AREAS- PROVIDE BATTERY BACKUP WERE THE HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS To W H lU d W W Z < Q to 5. NON GOMBUSTABLE O I w z a- Q Q w THE HAILLHAY 5ERVIN5 THE BEDROOMS EXCEEDS THAT OF THE OPENINGS INTO THE HA } V - t(1 Z d T - LLWAY BY 24 O Z H P R OIB GRG SEG. 327.7 R E 2 5 SHA BE INSTALLED COVERING LL4 Z WW Z MORE. SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING AREAS V Z O W V 4 4 V F-- z a. z _ z 4. OPEN EAVES AND GABLE END OVERHANGS SHALL BE CONSTRUCTED Z zQ� Z Q D-. F- LLJ Z 5.1. I N SLEEPING AREAS. tX N !X WITH NON-GOMBUSTABLE OR IGNITION RESISTANT PLYWOOD OR OBB W OL O - Q< J � � � OC13%3 X �11��LL VERY ROOM 3 � � � 5.2. IN E MIN THE H (L �j PER 2015 ORO SE. 8527.7.4 PATH OF THE MEANS OF EGRESS FROM THE S 11- QC � LEEPINB AREA TO THE DOOR < 5. ONE PANE OF WALL WINDOWS SHALL BE TEMPERED PER 2015 ORO SEG LEADING FROM THE SLEEPING UNIT. R527.8 6. ALL LIGHTING SHALL COMPLY WITH MANDATOR 6. EXTERIOR DOORS: THE EXTERIOR SURFACE SHALL BE OF Y LIGHTING REQUIREMENTS PER CALIFORNIA ENERGY CODE 7. INTERIOR LIGHTING MUST BE HIGH EFFIGIANGY OR CONTROLLED BY A DIMMER OR OCCUPANCY SENSOR. NON-COMBUSTIBLE OR IONITION-RE515TANT MATERIAL OR BE I5HT MU /[,, CONSTRUCTED OF SOLID GORE WOOD I-5/8" THICK OF HAVE A 8. EXTERIOR L ST BE HIGH EFFICACY OR CONTROLLED BY PHOTO/MOTION SENSOR. �/ FIRE-RESISTAVE RATING OF NOT LESS THAN 20 MIN, 2015 GRG 5E. a• PER THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING, ALL LIGHTS FOR THE HOUSE AND GARAGE w SHALL BE HIGH EFFIGIANGY LIGHTS. IF LOW EFFIGIANGY LIGHTS ARE INSTALLED THEY MUST HAVE � I\ 8527.8. DIMMER CONTROLS AND/OR MANUAL -ON VACANCY SENSORS. Z w 1. WHERE APPLICABLE, PORCHES AND BREEZEWAYS SHALL BE 10. ALL LIGHTING FIXTURES IN CLOSETS SHALL BE LOCATED 18" MIN. FROM ALL SHELVING III II - W 3 CONSTRUCTED WITH NON-COMBUSTIBLE OR IGNITION RESISTANT LU w it n MATERIAL. 11. OUTLET BOXES IN WALLS BETWEEN THE DWELLING AND GARAGE SHALL BE METAL OR U.L. APPROVED III II z O PLASTIC AND TO BE SEPARATED BY A HORIZONTAL DISTANCES OF AT LEAST 2 " *U °- LL 8. ALL GABLE, SAVE AND FOUNDATION VENT OPENINGS TO BE MIN OF k6 4 0 - AND MAX OF Ya" AND MADE OF NON-COMBU5TABLE MATERIALS PER 12. MINIMUM 2-20 EB AMP SMALL -APPLIANCE BRANCH CIRCUITS 5ERVIN5 COUNTER TOP, WALL, AND FLOORly / � �a 2015 ORO 5E. R527.6.2 AND R527.6.5 REG L ARE REQUIRED IN KITCHENS. THESE SHALL HAVE NO OTHER OUTLETS. G.E.G. 210.11(G),I, v oLUU a. DECK WALKING SURFACE MATERIAL OF DECKS PORCHES, BALCONIES 210.52(5) 1.0 01 AND STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING 15. TWO OR MORE 20 AMP #12 WIRE CIRCUITS SHALL BE PROVIDED TO SERVE THE KITCHEN, BREAKFAST, IIIIII IIII / � �W \ MATERIALS: AND DINING AREAS. SUCH SHALL HAVE NO OTHER OUTLETS LU X v CC0 / 14. PROVIDE ONE MIN. 20 AMP BRANCH CIRCUIT TO SERVE THE LAUNDRY A pp �` w O Q.I. IGNITION -RESISTANT MATERIAL THAT COMPLIES WITH THE L U DRY ROOM. BUGH CIRCUITS SHALL HAVE II- N OTHER OUT E U NO L T5. P ER , ( G.E.G. PERFORMANCE REG2U I REMENTS OF BOTH BFM STANDARDS 12-7A-4 ) � � N N AND 12-7A-5 15. PROVIDE ONE MIN. 50 AMP BRANCH CIRCUIT TO SERVE EACH BATHROOM. SUCH CIRCUITS SHALL HAVE NO � � 1.2. EXTERIOR FIRE RETARDANT TREATED WOOD. OTHER OUTLETS. (PER G.E.G.) ZF 1.5. NONCOMBUSTIBLE MATERIAL. 16. MINIMUM 50 AMP CIRCUIT REGUIRED FOR RAN 5E AND/OR OVEN. SUCH a, l GH G I RGU I TB SHALL HAVE NO OTHER OUTLETS. (PER G.E.G.) GENERAL NOTES: 17. RANGES, OVENS, AND DRYERS SHALL BE ON CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR PRONG/WIRE OUTLET. (PER GEG ART. 250.140) I. THE OWNER, BUILDER, OR CONTRACTOR 15 RESPONSIBLE FOR 18. REQUIRED SMALL APPLIANCE CIRCUITS SHALL NOT SUPPLY DISPOSAL, DISHWASHER, OR OTHER LARGE VERIFYING ALL DIMENSIONS AND SIZES BEFORE CONSTRUCTION. APPLIANCES. (PER G.E.G� 2. THE OWNER BUILDER OR CONTRACTOR 15 RESPONSIBLE FOR THE IQ. EXTERIOR W.P. OUTLETS AT 18" MIN TO CENTER LINE - U.N.O., PHONE JACKS SHALL BE AT STANDARD I CONSTRUCTION AND QUALITY CONTROL OF THIS PROJECT. OUTLET HEIGHT - U.N.O., TV JACKS SHALL BE AT STANDARD HEIGHT - U.N.O. 5. THIS SET OF PLANS 15 FOR GENERAL CONSTRUCTION PURPOSES ONLY. 20. EXTERIOR WATER PROOF DUPLEX RECEPTACLE SHALL BE 15 4 20 AMP 120V 2015 GEG ART. 210.52(E) (I) IT 15 THE RESPONSIBILITY OF THE OWNER, BUILDER, OR CONTRACTOR 4 210.8 TO SELECT, VERIFY SIZES, INSTALL, AND RESOLVE ANY PROBLEMS WITH 21. ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED AREAS SHALL BE APPROVED FOR MATERIALS AND EQUIPMENT. DO NOT SCALE PLANS ZERO CLEARANCE INSULATION COVER (I.C) PER THE 2015 G.E.G. OR THE 2011 CALIFORNIA ENERGY 4. THE OWNER, BUILDER, OR CONTRACTOR 15 RESPONSIBLE FOR STANDARDS V OBTAINING A WATER FROM THE CITY OR COUNTY AT OHNER5 EXPENSE, 22. ALL INTERIOR OR METALLIC WATER PIPES WHICH MAYE- BECOME ENERGIZED SHALL BE BONDED TOGETHER IF IT APPLIES AND MADE ELECTRONICALLY CONTINUOUS. A BOND OF BARE #4 COPPER WIRE SHALL BE MADE BETWEEN 5. EXISTING POOL BARRIER TO BE MAINTAINED IN OPERABLE CONDITION THE BONDED PIPING SYSTEM ANLU 0 THROUGHOUT CONSTRUCTION PER ORO STANDARDS 25. 20'-O" MIN. BARE COPPER WIRE CONDUCTOR (4 MIN.) ENCASED IN 2 MIN. OF �-�i �I � ITION OF POO EQUIPMENT PLUMBING AND E EGTRIGA CONCRETE AT THE BOTTOM 6. GOND L L L FOUND TO OF A FOOTING, WHICH IS IN DIRECT CONTACT WITH ADJACENT EARTH. .� W BE FULLY OPERABLE AND IN GOOD WORKING ORDER 24. THE INTERIOR METAL GOLD WATER PIPING SYSTEM 15 TO BE BONDED TO THE SERVICE EGUI ll) PMENT � - ENCLOSURE, THE GROUNDING CONDUCTOR AT THE CONDUCTOR AT THE SERVICE, THE GROUNDING - O- - FIRE SPRINKLERS: ELECTRODE, OR TO ONE OR MORE GROUNDING ELECTRODES USED n to 25. PROVIDE WHOLE HOUSE VENTILATION FAN WO WITH THE FOLLOWING REQUIREMENTS PER CALIFORNIA ENERGY III u J I. FIRE SPRINKLER SYSTEM 15 REQUIRED. FIRE SPRINKLER PLANS SHALL STANDARDS SECTION 150(0): (MAY BE INSTALLED AS BATHROOM EJI-I1 EXHAUST FAN) BE SUBMITTED WITH PLANS. FIRE MARSHALL SHALL INSPECT 4 25.1. MINIMUM GFM RATING OF 75 GFM1f4 < APPROVE INSTALLED SYSTEM PRIOR TO BUILDING CLOSING IN 25.2. MAXIMUM OF 1.0 SONE PAGE i PAGE 2 GON57RU07ION NOTES: 25.5. CONTROL SWITCH LABELED AS THE "WHOLE HOUSE VENTILATION" 25.4. FAN SHALL OPERATE WHENEVER HOME IS OCCUPIED. [Z I. EGRESS WINDOWS TO HAVE A MAX SILL HEIGHT OF 44" OFF OF 26. BATHROOM EXHAUST FAN SHALL BE CONTROLLED BY HUMIDISTAT CON FINISHED FLOOR OL CAPABLE OF ADJUSTMENT V W BETWEEN A RELATIVE HUMIDITY OF 50 TO 80% AND BE ENERBY5TAR RATED. 2. WINDOWS LOW "E" VINYL 27. BATHROOMS, WATER CLOSET COMPARTMENTS, AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH is F 0) \1� I 5. INSULATION- EXT. WALLS TO BE TUB GEI 05 E BE R-58 AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 5 50. FT .1/2" OF WHICH MUST OPENABLE Ld U) - d � �« _ _ 4. TEMPERED GLASS ®SHOWER � TUB ENCLOSURES 6/i/. G, r ew - ;a n. UNLESS ,A MECHANICALLY VENTILATED SYSTEM CAPABLE OF 50 GFM PER MINUTE FOR INTERMITTENT (�\\ � 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES =. 64 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES 5. SAFETY GLAZING REQUIRED FOR ALL WINDOWS ADJACENT TO 1_ 1 DOORS VENTILATION OR 25 GFM FOR CONTINUOUS VENTILATION 15 PROVIDED. VENTILATION AIR FROM SPACE - (Includes significant changes from 2010 CALGREEN) _ (includes significant changes from 2010 CALGREEN)I'll 6. MFG. FIREPLACES INSTALLED PER MFG. SPECS SHALL BE EXHAUSTED DIRECTLY OUTSIDE, GRG 8505.5 V 0 <\ -r KInkl Qt=M/)\/ARI t- t=Ler.ICt=1 nIA ==r:\�t=A1TInAI m=\nrt=a Gt=/1i IIGt-n ro V - - 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN Q ,. �.,. \ \ NO CHANGE FROM 2010 CALGREEN NO CHANGE FROM 2010 CALGREEN Architectural paints and coatings shall comply with VOC limits in Table1 of the Air Resources Board Architectural Suggested Control Measure Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing 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 4.504.2.2 Paints and Coatings specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss 1 - Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture verification 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 methods may be approved by the enforcing agency and shall satisfy requirements In Section 101.8. 4.505.3 Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 2 -Moisture readings shall betaken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each piece to be NO CHANGE FROM 2010 CALGREEN verified. Aerosol Paints and Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including 4.504.2.3 prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) of the California Code of agency provided at the time of approval to enclose the wall and floor framing. Coatings Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wail or floor additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. cavities. Manufacturers' drying recommendations shall be followed for wet applied insulation products prior to enclosure NO CHANGE AN FROM 2010 CALGREEN • \ \ \ e� \ \ \.". a\.. , , \ \ .. 11 All carpet installed in the building interior shall meet the testing and product requirements of one of the following: NO CHANGE FROM 2010 CALGREEN 1 - Carpet and Rug Institute's Green Label Plus Program 4.504.3 Carpet Systems 2 - California Department of Public Healt:i, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from 1 - Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) 2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. 4.506.1 3 - NSF/ANSI 140 at the Gold level a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than 50% to a 4 - Scientific Certifications Systems Indoor Advantagelm Gold 4.504.3.1 Carpet Cushion NO CHANGE FROM 2010 CALGREEN b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program. 4.504.3.2 Carpet Adhesive NO CHANGE FROM 2010 CALGREEN bathroom. .:, a11 All carpet adhesives shall meet the requirements of Table 4.504.1. 4.507.1 Reserved REPEALED: Section 4.507.1 Openings (for whole house fans) has been repealed. There is no substitute language. REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient NO CHANGE FROM 2010 CALGREEN flooring measures. Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods: Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1 - The heat loss and heat gain is established according to ANSI/ACOA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE 1 - VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products 4.504.4 Resilient Flooring Database. Conditioning Systems 2 - Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. System Design equivalent design software or methods. 3 - Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 3 - Select heating and cooling equipment according to ANSVACCA 3 Manual S - 2004 (Residential Equipment Selection) or other 4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic equivalent designn software e or methods. Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. Specification 01350.) NO CHANGE FROM 2010 CALGREEN FOR 4.504.5. Referenced Table 4.504.5 has been revised to delete. obsolete compliance dates. NO CHANGE FROM 2010 CALGREEN Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood Composite Wood (17 CCR 93120 et. seq.), on or before the dates specified in those sections as shown in Table 4.504.5. Documentation is required per 4.504.5 products Section 4.504.5.1. 2 - Public utility training programs. Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density ifiberboard. 3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented sltrand board, 4 - Programs sponsored by manufacturing organizations. glued laminated timber, prefabricated wood I -joists, or finger -jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a). �A a . n . . a . . ��- Special Inspection Concrete Slab NO CHANGE FROM 2010 CALGREEN 4.505.2 Foundations Concrete slab foundations or concrete slab -on -ground floors required to have a vapor retarder by the California Building Code, Chapter 19, NO CHANGE FROM 2010 CALGREEN or the California Residential Code, Chapter 5, respectively, shall also comply with this section. Documentation Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer NO CHANGE FROM 2010 CALGREEN certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections A capillary break shall be installed in compliance with at least one of the following: necessary to verity compliance are specified in appropriate sections of CALGreen. 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 retarder in direct 4.505.2.1 Capillary Break 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. 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS Q ENTS AND CHANGES FROM 2010 CALGREEN \ \ 7. NO CHANGE FROM 2010 CALGREEN 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% moisture content. Moisture content shall be verified in compliance with the following: 1 - Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements In Section 101.8. 4.505.3 Moisture Content of 2 -Moisture readings shall betaken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each piece to be Building Materials 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 wail or floor cavities. Manufacturers' drying recommendations shall be followed for wet applied insulation products prior to enclosure t • \ \ \ e� \ \ \.". a\.. , , \ \ .. 11 NO CHANGE FROM 2010 CALGREEN Each bathroom shall be mechanically ventilated and 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. 4.506.1 Bathroom Exhaust a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than 50% to a Fans maximum of 80%. b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans are required in each bathroom. .:, a11 \ \ 4.507.1 Reserved REPEALED: Section 4.507.1 Openings (for whole house fans) has been repealed. There is no substitute language. NO CHANGE FROM 2010 CALGREEN Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods: 1 - The heat loss and heat gain is established according to ANSI/ACOA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE Heating and Air handbooks or other equivalent design software or methods. 4.507.2 Conditioning 2 - Duct systems are sized according to ANSVACCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE handbooks or other System Design equivalent design software or methods. 3 - Select heating and cooling equipment according to ANSVACCA 3 Manual S - 2004 (Residential Equipment Selection) or other equivalent designn software e or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. NO CHANGE FROM 2010 CALGREEN HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or certification program. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 702.1 Installer Training 1 - State certified apprenticeship programs. 2 - Public utility training programs. 3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4 - Programs sponsored by manufacturing organizations. 5 - Other programs acceptable to the enforcing agency. 702.2 Special Inspection NO CHANGE FROM 2010 CALGREEN Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. NO CHANGE FROM 2010 CALGREEN 703.1 Documentation Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verity compliance are specified in appropriate sections of CALGreen. . , �, _ . , , w . , _, . , ,.., . L L . w.� �,� 28. ALL 120 -VOLT, SINGLE PHASE, 15 4 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN 1 �- U V AN ALL EXT. HOSE BIBS DHELLIN40 UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, N D LU CJ CJ 8. SHOWER AND TUB ENCLOSURES TO HAVE WATER RE515TANT 5UNROOPM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR 51MILAR ROOMS, OR AREAS SHALL BE GYPSUM BOARD AND A FINISHED WITH A HARD NON-ABSORBENT PROTECTED BY A LISTED ARO -FAULT W - M m LT G I RG UIT INTERRUPTER, COMBINATION TYPE, INSTALLED STA E MATERIAL A MIN. HEIGH OF 70 LL D TO PROVIDE 1 W/ T FROM DRAIN PROTEG-TION OF THE BRANCH GIRGUIT. (� < t-- r - cf. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE 2Q. 5TUB-OU1T GABLE LEADS TO JACK LOCATIONS, ATTIC, AND ELECTRIC SERVICE ENTRANCE AREA �Z V 1- t - U USED IN THE FOLLOWING AREAS- 30. VERIFY .ALL ELECTRICAL I �i dJ E THERE L LOCATIONS WHER HILL E �i.l. LL BE DIRECT EXPOSURE WATER OR E FOR AN INTERSYSTEM --� -.BONDING ELECTRODE WHICH INCLUDES PROVISIONS FOR CONNECTING AT A O CONTINUOUS HIGH HUMIDITY. 31. PROVIDLEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS (3 0 ci.2. ON CL05. WHERE FRAMING SPACING EXCEEDS 12 O.G. FOR SYSTEMS SHALLE < BE IN5T/ALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL, AS SPECIFIED IN G.E.G. 800.100 (5) AND W V/ Y2" OR 16" FOR 5/8" THICK GYPSUM BOARD G.E.G. 250.x4 1_ ' ci.5. OVER A CLASS I OR II VAPOR RETARDER IN A TUB OR 52. FIXTURES, LAMP HOLDERS AND RECEPTACLES SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHTS 17 - SHOWER COMPARTMENT MORE THAN 6 POUNDS OR I6 IN EITHER DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF •1�ii ,t\ U) THE LAM1P HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) V O PLUMBING NOTES: FANS. (PIER 2oo CEO ART. 410.50(A) AND 514.27(A) 4 (D).0 X 'r 53. PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE GE I L I NG AND WALLS. SEPARATE ELECTRICAL BOXES W S (� O I. SHOWERS AND TUB -SHOWERS SHALL BE PROVIDED WITH BACK TO BACK IN FIRE -RESISTIVE WALLS BY A MIN. OF 24" HORIZONTALLY, BOX AREA SHALL NOT t-- IL INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, EXCEED 16" 50. (PER GEC) }- THERMOSTATIC, OR COMBINATION PRESSURE (� u 34. EVERY MEN R-5 SHALL PROVIDE FOR THE FUTURE AN ELECTRICAL VEHICLE CHARGING CIRCUIT BY BALANGE/THERMOBTATIG MIXING VALVE TYPE THAT PROVIDE I � PROVIDIING A 5/4" RACEWAY OR A 5 - WIRE WITH GROUND RUN OR NM GABLE RATED AT A MIN. 40 AMP SCALD AND THERMAL SHOOK PROTECTION. VALVES SHALL BE FROM THE SERVICE PANEL TO A2 -GANG BOX LOCATED IN THE GARAGE (BETWEEN la" TO 48" FROM THEO ADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER FLOOR) IIN A LOCATION P.GGEPTABLE TO THE BUILDING INSPECTOR. - H) A MAXIMUM MIXED WATER SETTING OF 120 DEGREES 55. BATHROcOM5: AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED ADJACENT TO EACH BASIN > 1U) FAHRENHEIT. GPC 408.5 LOCATION. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 AMP GFI 2. ALL PLASTIC PIPE AND FITTING EXCEPTING THOSE USED FOR - BRANGH CIRCUIT. SUCH CIRCUITS 5 HA LL HAVE NO OTHER OUTLETS. REGEPTAG E OUTLETS SHALL NOT BE vOAS SHALL MEET THE REQREMENTS OF ATIONAL SANITATION INSTALLED IN A FAGS -UP POSITION IN THE WORK SURFACES OR COUNTERTOPS IN A BATHROOM BASIN FOUNDATION LOCATION. (PER GEG) 5. ALL PIPE, TUBE, FITTINGS, SOLVENT, GEMENT, THREAD SEALANT, 56. A 120 VCOLT, SINGLE PHASE, 15 OR 20 AMP RATED SERVICE RECEPTACLE SHALL BE LOCATED WITHIN 25' SOLDER, AND/OR FLUX USED IN POTABLE HATE SYSTEMS OF, AND ON THE SAME LEVEL AS THE EQUIPMENT FOR MAINTENANCE (IN THI5 CASE INTENDED TO SUPPLY DRINKING WATER SHALL BE IN HEATING//AIR-CONDITIONING EQUIP) THE SERVICE RECEPTACLE SHALL NOT BE CONNECTED ON THE LOAD 11 ssfq� ACCORDANCE WITH THE REQUIREMENTS OF NATIONAL SIDE OF THE REGUI RED MEANS OF DISCONNECT. (PER GEG)� ` Q P• Nps SANITATION FOUNDATION 61 57. INSTALL/ATION INSTRUCTIONS FOR ALL L15TED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR 4. PEX TO BE USED FOR HOT/GOLD WATER SUPPLY, ABS USED FOR AT THE TrIME OF INSPECTION o 1_�- DRAINS AND VENTS D 58. AT LEA5iT ONE HALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE � ' 0 34 . os/3o/ia 5. LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM AT &Ops). ROOM, IM BATHROOM5, HALLWAYS, STAIRWAYS, ATTACHED GARAGES WITH ELECTRIC POWER, AND AT GGBBG 4.305.1.4.1 4 GPC, 403.7) OUTDOOR ENTRANCES OR EXITS. (PER CEG) q CIVIL NP Cf= Cp,L� MECHANICAL NOTES: Ba. PROVIDED FUSES OR APPROVED CIRCUIT BREAKERS AT AIR CONDITIONING UNITS AND HEAT PUMPS. (PER G.E.G.) i. F.A.U. IN ATTIC 40. HYDRO-HA55AOE BATHTUBS AND THEIR ASSOCIATED ELECTRICAL COMPONENTS SHALL BE PROTECTED BURNER, 24"REQUIREMENTS PROVIDE A 50 HORK PLATFORM AT WIDE WALKWAY TO F.A.U. FROM AGGE55, A LIGHT AND BY A ,F=1. (PER G.E.G) RANCHO ENO. JOB: 16-238 OUTLET AT F.A.U. WITH 5WITGH AT ACCESS OPENING, AND PROVIDE A 41. ALL ELE(GTRIGAL RECEPTACLES SHALL BE TAMPER RESISTANT, 2015 GEG ART. 406.11. - SEGONDARY WATER TIGHT CORROSION RE515TANCE METAL PAN I 42. ALL 15 ASND 20 AMP BRANCH CIRCUITS NOT REGUIRED TO BE GFI PROTECTED SHALL BE AFIG DRAIWNI BY: RPP BELOW CONDENSATE PRODUCING EQUIPMENT (COOLING COILS) PROTE07ED. (PER 2015 CEO ART. 210.2 (B)) INSTALLED IN ATTIC, SECONDARY DRAIN MUST BE SHOWN ON POINT 45. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DHELLIN5 UNITS AND SLEEPING UNITS GKD.BY: JPH WHERE IT CAN BE READILY OBSERVED. (PER G.E.G-) WITHIN H[HICH FUEL BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED 2. PROVIDE SMOOTH METAL M015TURE EXHAUST DUCT WITH BACK -DRAFT OARAOFE5. CARBON MONOXIDE ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE SLEEPING DAMPER FOR DRYER EXHAUST (14'-O" MAX LENGTH, 2 OR LESS QO AREAS, IIN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS SHALL RECEIVE DATE: 02/0'7/1"7 DEGREE BENDS) 2015 GMC, 504.5.1 4 504.5.2. THEIR PRIMARY P . OWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. 5. AIR GAP FITTING REQUIRED 4 DISHWASHER HIRING BJHALL BE PERMANENT AND WITHOUT A DISCONNECTING 5WITGH OTHER THAN AS REQUIRED FOR 4. WATER HEATER VENTING SYSTEMS TO HAVE A POSITIVE FLOW OVER-GUIRRENT PROTECTION. WHERE MORE THAN ONE CARBON MONOXIDE ALARM 15 REQUIRED TO BE RE\1ISION: Acknowledgement: This document is an updated version of an original checklist prepared by the California Building Industry Association for summarizing the 2010 CALtGreen's 5. GAS LINE PRESSURE TE5TI NO 15 NOW 10 P51 FOR 15 MINUTES AND INSTALLED THEY SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM mandatory measures for low-rise residential structures. This checklist includes CALGreen provisions effective January 1, 2014, covering all residential buildings and notations for WELDED PIPING 15 60 PSI FOR 15 MINUTES WILL AC71VATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. G.R.G. 8515.1.1 AND R515.1.2 sections revised or updated fortne2013CALGreen. 6. A OAS LINE WITH THE CAPACITY TO PROVIDE A MIN. 200,000 BTU/HR 44. INSTALL .AN AUTOMATIC, TRANSFER 5WITGH FOR CONNECTION OF THE BACKUP GENERATOR TO THE DRANINC NUMBER Note: This document is only a summary of the mandatory measures in the 2013 CALGreen. Users should refer to the most recent version of the 2013 CALGreen code for additional TO HATER HEATER SHOULD BE INSTALLED ELECTRICAL PANEL. INSTILLATION SHALL BE IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE AND details and complete requirements. LOCAL JURISDICTION CODES. �.1 I :._, i, ". " PAGE 3 PAGE 4 GENERAL NOTES: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR CONSTRUCTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 SIMP50N PRODUCTS OR APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR MAX LOADING. 6. THE GONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY D150REPANGIE5 SHALL BE GALLED TO THE ATTENTION OF RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK AFFECTED. 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON THESE DRAW I NGS. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON ANY OF THESE DRAWINGS. 1. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL ENG I NEER FOR ANY NEEDED CLARI F I CATIONS. 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-8" MINIMUM; WIDTH 36" MINIMUM PER GBG. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LAND I NGS AND RAMPS, BALCONIES OR PORCHES, WH I GH ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 55" ABOVE TREAD NOSING PER GBG. 13. PROVIDE ATTIC ACCESS FOR ALL ATTIC, AREAS WITH 30" OR MORE IN HEIGHT, MIN. ACCESS SIZE IS 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN ATTIC. 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 105. 14.1. SPECIAL INSPECTIONS SHALL BE REQUIRED FOR THE INSTALLATION OF P05T INSTALLED ANCHOR BOLTS INSTALLED INTO CONCRETE. 14.1.1. EPDXY ANCHOR BOLTS SHALL BE INSPECTED BY RANCHO ENGINEERING AT THE TIME OF INSTALLATION. DESIGN CRITERIA: I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: I.I. 5EI5MIG: -5E15MI0 IMPORTANCE FACTOR: I -MAPPED SPECTRAL RESPONSE ACCELERATIONS: 55 = 0.634, 51 = 0.264 -SEISMIC SITE CLA55: D -SEISMIC, RESPONSE COEFFICIENTS: SDS = 0.546, SDI = 0.321, Gs = 0.084 -5E 15M I G DE51 GN CATEGORY: D -BASIC 5E15MI0 FORGE RE515TINO SYSTEM: LIGHT FRAMED SHEAR WALL5 -RESPONSE MODIFICATION FACTOR: R = 6.5 -ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROCEDURE 1.2. WIND: -WIND SPEED: 110 MPH -WIND EXPOSURE: G 1.3. LIVE LOADS -ROOF CONSTRUCTION/ SNOW LOAD: 20 P5F -RES 1 DENTI AL FLOOR LOAD: 40 P5F SITE WORK AND FOUNDATION: 1. FOUNDATION 501L SHALL BE NATIVE UNDISTURBED 501L OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE PROVIDED. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN 15 BASED ON LOCAL JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR A MINIMUM OF 10'. 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER METER LOCATION. CONCRETE: 1. THE MINIMUM COMPRESSIVE STRENGTH AT 25 DAYS SHALL BE 2500 P51 PER GBG. 2. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 STANDARDS. 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT W' O.G. MAXIMUM HORIZONTAL SPACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT CONCRETE. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 1. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM G-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM G-150 TYPE I OR 2. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC, 15 TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WH I GH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING GONGRETE, NO WET SETTING WILL BE ALLOWED. ANCHOR BOLTS: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" cD WITH A MINIMUM OFT' EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BU I LD I NGS. 2. PLATE WASHERS A MINIMUM 51ZE OF 3"X3"X0.221" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALL5. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS 51MP50N 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE P15TANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. HOLDOWNS: I. ALL HOLDOWN5 ARE 51MP50N STRONG -TIE OR EQUIVALENT. 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. 3. ALL HOLDOWN5 ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. LUMBER AND CARPENTRY: I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. I6 FOR WE5T COAST LUMBER AND SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 11%. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED ORIENTED STRAND BOARD (OSB). 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RE515TANT MATERIAL. 5. STRUCTURAL MEMBERS SHALL NOT BE OUT OR NOTCHED UNLESS SPECIFICALLY NOTED OR DETAILED OR 15 IN ACCORDANCE WITH THE GBG. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. OR055-BRIDGING SHALL BE PROVIDED AT 5'0.C,. FOR DIMENSIONED FLOOR JOIST OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 5. ALL NAILING TO BE PER GBG TABLE 2304.1.1, UNLESS OTHERWISE NOTED. 1. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD PANELS A MINIMUM OF 4'. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQU I RED FOR ALL LIGHT FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND REQUESTED BY THE GENERAL CONTRACTOR. 11. EXTERIOR WOOD P05T5 AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF b" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RE515TANCE TO DECAY OR TREADED WOOD) P05T5 OR COLUMNS RESTING ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH A 51MP5ON PBS ANCHOR OR EQUIVALENT, UNLESS NOTED OTHERWISE. 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 56" IN WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS V TO 6' IN WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN b'. 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRU55 OR RAFTER. 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DE51ON SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER THAN THE BOLT DIAMETER. 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 705o OF THE SHANK DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG 50REW HEADS THAT BEAR ON WOOD. 15. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 755yo OF THE NAIL SHANK DIAMETER. 11. INSTALL FIRE BLOCKS TO OUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC, SPACES. FIRE BLOCKS SHALL BE OF 2" NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO FOUNDATION UNLESS OTHERWISE NOTED. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALL5 WITH SHEAR WALLS AS REQU I RED. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALL5 AND AT SHEAR WALLS. 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH THE GBG 1704.6.2. MANUFACTURED WOOD TRU55: I. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL ICC/E5R RESEARCH REPORTS. 2. INCREASES IN ALLOWABLE STRESSES FOR A55EMBLIE5 OF REPETITIVE FRAMING SHALL NOT BE ALLOWED. 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRUSSES MUST BE DESIGNED TO TRANSMIT DIRECT AXIAL WALL LOADS. 4. PROVIDE TRUSS DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON ALL PAGES. 5. INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. 7. ALL LATERAL WEB BRACING IS REQUIRED TO TERMINATE AT AN EXTERIOR BEARING WALL. a. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLESS USING 5IMP50N STC CLIPS, UNLESS NOTED OTHERWISE ON PLAN. 1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE DIMENSIONS TO THOSE OF THE TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. SHEAR WALL SGHEDULE I TYP. SHEAR WALL NOTES I TYPICAL LUMBER GRADES WALL SYSTEM 5TRENGTH: 173 PLF 5EI5MI0 I. FOR SHEAR WALL TYPES D 4 E I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. 173 PLF WIND FOUNDATION SILL PLATES AND ALL FRAMING r� V RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. 3/8" STRUCTURAL WOOD PANELS (BLOCKED) 3x MEMBER. NAILING TO 3x MEMBERS SHALL �- NAILING: 95d (COMMON OR HOT DIPPED GALVANIZED) BE 5TAGGERED. 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. 6" O.G. ® EDGES 12" O.G. ® FIELD 2. WHEN T-1-11 SIDING 15 USED FOR SHEAR PLY. 4. 2X STUDS 10' MAX HEIGHT DF#3 OR BETTER. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'5 11_l 1/2"4) ANCHOR BOLT SPACING 72 W/ 2X P.T. SILL 'I 12 O.G. OR 3X MEMBER AT ALL PANEL JOINTS 5 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. AND EDGE NAIL EACH PANEL AT JOINTS. 51MP50N A35 SHEAR TRANSFER ® 36" O.G. 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. SILL SHEAR TRANSFER NAILING Ibd ® 6" O.G. (COMMON, BOX OR SINKER) 3. 8d COMMON OR HOT DIPPED GALVANIZED 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. NAILS TO BE (2 1/2" X 0.131") 4. ALL NAILS FASTENED TO PRESSURE TREATED .5. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. AS WALL SYSTEM STRENGTH: 260 PLF SEISMIC 365 PLF WIND LUMBER TO BE HOT DIPPED GALVANIZED. 1. PARALLEL STRAND LUMBER (PSL) 3/8" STRUCTURAL WOOD PANELS (BLOCKED) 5 PLATE WASHERS TO BE WITHIN 1/2" OF PLYSIDE Fb=2100 P51 Fv=210 PSI E=2.0X10"6 P51 NAILING: 5d (COMMON OR HOT DIPPED GALVANIZED) OF SILL PLATE FOR ALL ANCHOR BOLTS. 10. LAMINATED STRAND LUMBER (LVL) 6" O.G. ® EDGESTY� Fb=2800 PSI Fv=285 P51 E=1.8X10"6 P51 I GAL RAM I I �� NOTES 12" O.G. @ FIELD WHEN ATTACHING (2) LVL'5 TOGETHER USE (4) 16d's ® 12" O.G. OR (3) 5D525312 @ 24" O.G. WHEN ATTACHING (3) LVL15 TOGETHER USE SAME I/2"cP ANCHOR BOLT SPACING 32" W/ 2X P.T. SILL PATTER AS ABOVE, BOTH SIDES. I. ALL HEADERS ® INTERIOR BEARING WALLS 51MP50N A55 SHEAR TRANSFER ® 27 O.G. EXTERIOR WALL5 ARE 4X12 OR 6X8 UNO. SILL SHEAR TRANSFER NAILING Ibd 11. ROOF PLY TO BE 1/2" CDX (32/16) OR OSB STAGGER JOINTS 4 RUN 4" O.G. (COMMON, BOX OR SINKER) 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'5 b" O.G. ® EDGES AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS Ibd 5 ® 12 O.G. AND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR PLY. TO BE 3/4" TIC, (48/24) OR EQUIVALENT OSB STAGGER WALL SYSTEM STRENGTH: 380 PLF 5EI5MI0 G 532 PLF WIND 3. WHERE RAKED WALLS OCCUR ALL STUDS JOINTS 4 RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN 3/8" STRUCTURAL WOOD PANELS (BLOCKED) SHALL BE BALLOON FRAMED TO BOTTOM WITH 8d'5 O.G. @ EDGES AND BOUNDARY 12" O.G. FIELD UNO. CORD OF TRU55, RAFTER, ROOF SHEATHINGd NAILING: 8(COMMON OR HOT DIPPED GALVANIZED) OR CEILING JOI5T. � 4" O.G. ® EDGES RAFTER SGHEDULE 12" O.G. ®FIELD 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL P05T5. PROVIDE TILE COMP. 1/2"4) ANCHOR BOLT SPACING 21" W/ 2X P.T. SILL MATCHING POSTS EXTENDING TO OOFING ROOFING 51MF50N A55 SHEAR TRANSFER @ 12" O.G. SUPPORTING BEAM OR FOUNDATION BELOW. MEMBER: DF #2 AX ALLOW MAX. AL LOW. SILL SHEAR TRANSFER NAILING IbdPAN. SPAN. ® 3" O.G. (COMMON, BOX OR SINKER) 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF 51 MPSON STRONG -TIE COMPANY, INC. OR EQUAL. CALIFORNIA OVERFRAM I NG EeAFTERS. WALL SYSTEM STRENGTH: 410 PLF SEISMIC, A5EE 2X4 ® 24" O.G. 6'-1" 7'-3" NOTE 1 685 PLF WIND 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. 2X6 ® 24" O.G. 10'-3" II' -b" 3/8" STRUCTURAL WOOD PANELS (BLOCKED) 2X8 ® 24" O.G. WHERE RAFTERS ARE NOT PARALLEL TO 2X10 0 24" O.G. I6' -O" I95'-0" NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 OR055 TIES AT 48" O.G. MAX. 2X12 a 24" O.G. la' -O" 21'-0" 3" O.G. ® EDGES HIP AND VALLEY RAFTERS 12" O.G. m FIELD 7. WHERE GIRDER TRUSS OCCURS, PROVIDE X6 - " I-511 IO' -O" 1/2"(P ANCHOR BOLT SPACING 15" W/ 2X P.T. SILL FULL BEARING SUPPORT U51NG BUILT-UP 2X 2X8 il'-1" 5/5"0 ANCHOR BOLT SPACING 24 W/2X P.T. SILL STUDS OR 4X POST, UNLESS NOTED 51MP50N A55 SHEAR TRANSFER ® 1" O.G. OTHERWISE. SILL SHEAR TRANSFER NAILING (2) ROWS 2X10 12'-3" 13'-6" 2X12 Ibd ® 4" O.G. (COMMON, BOX OR SINKER) 5. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" ACCESS IS REQ'D. 1.75X1.5 LVL 1.75X11.875 LVL WALL SYSTEM STRENGTH: 665 PLF SEISMIC ZL5EE NOTE 1 130 WIND G � I L I � C JOIST S G � � D 1. ALL FASTENERS PEN I TRAT I NG PRESSURE TREATED LUMBER 3/8" STRUCTURAL WOOD PANELS (BLOCKED) TO BE HOT DIPPED . (2) SIDES GALVANIZED. 2X4 ® 16" O.G. DF#2 MAX. SPAN = 11'-0" NAILING: IOd (COMMON OR HOT DIPPED GALVANIZED 2X4 ® 24" O.G. DF#2 MAX. SPAN = 1'-3" 2X6 ® 16" O.G. DF#2 MAX. SPAN = I6-1" 3" O.G. a EDGES 12" O.G. ® FIELD 2X6 ® 24" O.G. DF#2 MAX. SPAN 2X8 0 16" O.G. DF#2 MAX. SPAN = 21'-0" 1/2"4> ANCHOR BOLT SPACING 22" W/ 3X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 24" W/ 3X P.T. SILL 2X8 ® 24" O.G. DF#2 MAX. SPAN = 17'-3" 51MP50N A55 SHEAR TRANSFER ® 7" O.G. 2X10 ® 16" O.G. DF#2 MAX. SPAN = 23'-3" SILL SHEAR TRANSFER NAILING (2) ROWS Ibd ® 3" O.G. (COMMON, BOX OR SINKER) 2X10 ®24" O.G. DF#2 MAX. SPAN = 21'-6" 00--dOw=tu _ OHz y N zzv _ pwz �DwOF��ztD~Q�NLIOa z=px0 3�zpC-0� oc�Qazoc-�a0ItL;_== �p wdLLw�<IL<tu �QF-< z=- n� uz�p Op tD�vzO u-U-�oozzz< QQ zt- O�u-OvzmpnQ p w�zQ�ppoQWxoV'-Qy w 1u VQ4LLz vaz F- W Zz za z�p4zNQ��Q �Ov�iY�w3 A�a�0-n as LLJ �J U co IL M Y U I �Q J oj \ LL](�Q � d i Q �10 .06/30/18 CIVI CIVIL RANCHO ENO. JOB: 16-238 DRAWN BY: RPP C KD.BY: JPH DATE: 02/07/17 REVISION: DRAWING NUMBER 51 r� V �- 0� III �v� N I II � �10 .06/30/18 CIVI CIVIL RANCHO ENO. JOB: 16-238 DRAWN BY: RPP C KD.BY: JPH DATE: 02/07/17 REVISION: DRAWING NUMBER 51 r� V �- l� � 11_l Ln C V OL Lu k .� I IYrr nom// O X I � V �10 .06/30/18 CIVI CIVIL RANCHO ENO. JOB: 16-238 DRAWN BY: RPP C KD.BY: JPH DATE: 02/07/17 REVISION: DRAWING NUMBER 51 1 J. I. VERT BAR AT ALL I. IN51DE SLEEVE I. 2X FRAMING OR z z > Ll Q t J CORNERS AND DIA. 15 PIPE DIA. +I POST AS REQUIRED z z N = J Z J 4d (2 2" MIN) BENDS. MIN. FOR HOEDOWN, SEE W a w z0 Z p z END INTERSECTION PLAN O O > >} N Z= v is -i- d d + " �_ \`Y 2. (2) VERT BARS AT END OF WALL5. 2. NO PENETRATION ALLOWED WITH IN BOTTOM I/3 OF FTG. �, AN 2. PLY. SEE L FOR REQUIREMENTS. E V � 0 w O H w O z O Q J N 0 O DzC z = � 3 O 3 z a 0 -1 a I- d Z w .I � O = W 13 J 1L-�=i 111Q11 Lu < WpQI-�� Q h b �\� "D" I I'-6" 3. DEEPEN FOOTING I 3. 2X WALL FRAMING. _z = - AC 0 z Q O 0 �D �-0 Y0�a:tp5Zh'n}zz1 180° N IF PIPE 15 TO RUN D/5 w z t z << O MINTYP. I BELOW BOTTOM OF L/3 MIN. D MAX z z 0. O x Q 6 m p Q p p- N ° ° ° QO QO 135 + I I I_I 1=1I I FOOTING. L=GER. SPAN MIN. 4. 2X FLOOR FRAMING, REFER TO } 0 -1 W H z 0. d u� w zW 11 O tt14 < 0W 0 MIN. INSIDE MIN. INSIDE III -I I- 4. NO EXCAVATION MANUFACTURES V�Q wV�z F -z- z z z 1- La IK zQ N d ri d BAR 51ZE BEND 0 "D" BAR 51ZE BEND 0 "D" ALLOWED BELOW I p RECOMMENDATIONS W v� 0 H 3 0 0.- <� Q 4d THI5 LINE. 3D MAX._ p FOR MANUFACTURED #q - #II Sd #6 - #8 6d I I L 5. 4" MIN BELOW I p PRODUCTS. FLOOR JOIST #14 $ #18 IOd TYPICAL STIRRUPS 4 TIES 1 5 3 2'-O" MIN. BOT. OF19 tib STANDARD BAR HOOKS ANGLE I b I FOUNDATION. _ Z D/4 AND BENDS FOR CONCRETE: 6. 6" MIN COVER p � MAX. LAP 30 BAR BELOW PIPE SLEEVE. OR 24" MIN. U.O.N CORNER ELEVATION 3 6 FOR G.M.U.: 51NOLE CURTAIN PLAN SECTIONS LAP 48 BAR 4) 1 SECTION 0.4 x DI U.o.N. MAX. < z �I(bqa MIN. TIE WIRE DI -� 1) Z < �- NIO LL TYP. HOOKS 4 BEND5 I TYP. CONCRETE AALL 2 TYP. PIPE PENETRATION 3 TYP. CORNER/NOTCHES/HOLF-5 4 I. 2X BLOGKINO AS I. ROOF PLY. REQ'D FOR PLY EDGE NAILING. 2. ANCHOR BOLTS 2. MANUFACTURED IIIIII NN SEE PLAN. TRUSS. -k 3. DOUBLE 2X TOP~ PLATE WITH 4'-0" MIN 3. A35'5 OR LTP4'S SPLICE. (14) I(od ®12 O.G. TOP PLATE TO DRAG"MIN. LU v 3 �-- 2 SINKERS REQUIRED TRUSS. Z EACH 51DE OF SPLICE OR PLATE I. ROOF PLY. 1 I. ROOF PLY. MANUFACTURED 4. 2X STUDS ®Ib" ks) _ - - 2 "MIN. BREAK. REQ'D @ ALL AND INT. SHEAR I 2. MANUFACTURED 2. TRUSS.II 0.0. O EXT. TRUSS. WALL LINES. 5. DOUBLE TOP + + + + + + + + + + + + + + + 4. HEADER SEE PLAN.3. 2X BLOCKING W/ + + x- + 3. 2X BOXED SHEAR PLATES N 5. 2X STUDS @ 16" (2) 8d TO TRU55 @ BAFFLE. PLY AND O.G. TYP. EA. END + + + + NAILING TO MATCH 6. SHEAR PLY A5 6. (2) TRIMMERS WALL BELOW. REQ'D. SEE SHEAR REQ'D a OPEN I NGS 4. 51 MP50N H I EA + + WALL SCHEDULE LOWER AND UPPER 8'-0" OR LARGER. TRUSS 4. 16d'S MATCH SILL FOR PLY. NAILING. 0 PLATE SPLICES MUST -7. (2) KING STUDS + + + + + + NAILING OF WALL 3 w OCCUR WITH A MINIMUM REQ'D ® OPENINGS 5. DOUBLE TOP TYPE BELOW. 5 '7. EDGE NAILING Q OF 4'-0" SEPARATION 6'-O" OR LARGER. PLATES + + + + + + MATCH SHEAR UAw 1 8. (2) 51 LL5 REQ'D 5 , O 5. DOUBLE TOP NA OPENINGS 6'-0" OR 6. 2X STUDS 16" + � + + + PLATES LARGER. O.G. Tv+1 v + 1+ +1+ q. 2X SILL PLATE 6. SHEAR PLY A5 O O P.T.D.F 7 -1. SHEAR PLY AS REQ'D SEE SHEAR WALL �••� I O O 5 REQ'D -u ` SEE SHEAR WALL 5 SCHEDULE FOR PLY. j••n � m m SCHEDULE FOR PLY. NAILING. 4 NAILING. q) r r 6 -7. EDGE NAILING t- r- • I 8. EDGE NAILING b 8. 3"0 HOLE AS REQUIRED FOR A� < O m m VENTALATION. 'W v � TYP I GSL VAI LL R M I NC SHEAR CONN. @ EAVE (� SHEAR BAFFLE CONN. O ARAO E DRAO TRUSS CONNECTION V OL LL sERvicEs EcREVIEWED FOR I CODE COMPLIANCE O BY____��� ;.v_ �ATr' 1�(� V v I -Li 1 .... a 0 06/30/18 Civil- �F RANGHO ENO. JOB: 16-238 DRAWN BY: RPP GKD.BY: JPH DATE: 02/0-T/1 -T REVISION: DRAWINO NUMBER _ . --- _ .,.. yr .:a.:±., •.., 1- V• I. DOUBLE 2X z zj FRAMING OR 4x 0) 4 -� N - --� < 4 I. DOUBLE 2X POST FOR HOLDOWN. w0 C Q O w = D- N O DC ' z O z I I. DOUBLE 2X - - O 2. SILL PLATE O w z = V FRAMING OR 4x p �... - I FRA z F- - z POST FOR H MING OR 4x N _ w 0 p p 3. SIMPSON p w 0_ p O Q-1 _ w OLDOWN. POST FOR HOLDOWN. HOLDOWN, SEE PLAN _' O )- z O- - O I. DOUBLE 2X 2. P.T. SILL PLATE p FOR SIZ ~ Q V z -a DCO 1L z = FRAMING OR 4x POS 5. ANCHOR BOLT W/ a 2. P.T. SILL PLATE LOCATION.E4 w ~ U w y Q 0 Q w 1L V 3 1- � FOR THE INSTALLATION OF HDU2 HOEDOWNS 6 o a FOR HOLDOWN. 5 5X5X.229 PLATE 6 5. ANCHOR BOLT W/� Z 41L V z � O O 1-- Q AT EXISTING FOUNDATION INSTALL ONE OF 2. SILL PLATE. E.N. SXSX.229 PLATE - WA5HER, SEE SHEAR 5 E.N. 4. E FOUNDATION. V w O-- w} z z TWO OPTIONS. I) INSTALL 5/ 5 THREADED WASHER, SEE SHEAR 5 O Z = - O =� z ROD WITH f0" EMBED SIMPSON ET EPDXY 5. ANCHOR BOLT' W/ SCHEDULE FOR SIZE SHEAR PLY. PER W E- p 3 - O V z p m d 3X5X.22c1 PLATE 50HEDULE FOR SIZE 1- w to w w w z OR 2) SIMPSON TITEN HD ANCHOR BOLTS AND SPACING. AND SPACING. 6L5/8"� AL � } V � w = aa�.. z � � ~ � Q � w (THD50140H). I WASHER, SEE SHEAR 4. 51 MP50N HDU ALLTHREAD z H z 4 SCHEDULE FOR SIZE II 4. 51MPSON HDU Q HOLDOWN, SEE PLAN W/ 10" EMBED 4 z 4 0z 11--w z v z D- z w iz.� I i HOEDOWN, SEE PLAN SIMPSON SET EPDXY. DCO O z < 4 < AND SPACING. FOR SIZE AND FOR SIZE AND NOTE: 4. 51MP50N HOLDOWN, ?. SILL NAILING PER O V 0_ 1- 0_ D_ 4 4 5 LOCATION. WHEN CRIPPLE WALL SEE PLAN FOR 511ZE 5. FLOOR JOIST SEE LOCATION. SHEAR SCHEDULE. NOTE: 5. FLOOR JOIST SEE AND LOCATION. NOTE: OGGURES ALLTHREAD I 5 INSTALL PER WHEN CRIPPLE WALL PLAN. WHEN CRIPPLE WALL PLAN. MAY BE EXTENDED A a OGGURES ALLTHREAD � 6. FLOOR PLY SEE MANUFACTURES MAY BE EXTENDED A PLAN. OCCURE5 ALLTHREAD c 6. FLOOR PLY SEE MAXIMUM OF 4'-0". n n 5 {$ ° SPECIFICATIONS.MAY BE EXTENDED A PLAN. PROVIDE SOLID BEARING a MAXIMUM OF 4'-0". �. (I) #4 REBAR TO FOUNDATION FOR a sl 5. #4 DOWEL 52"MAXIMUM OF 4'-0". -7. 1) #4 REBAR PROVIDE SOLID a WITHIN SHEAR GONE PROVIDE SOLID ( 6 ' O.G. 6 TWO POUR 6" (1 STORY) d WITHIN SHEAR GONE HOLDOWN POST. WHEN BEARING TO (1) #4 BEARING TO 6 (I STORY) DISTANCE IS GREATER O OF A.B.'S 'r4 CONDITION. FOUNDATION FOR 8" (2 STORY) OF A.B.S (U #4 a• d° _ 6. OPTIONAL GOLD REBAR TOP s BOT FOUNDATION FOR 8 (2 STORY) HOLDOWN 15 TO BE c ° 4 HOLDOWN POST. WHEN U.N.O. REBAR TOP 4 BOT - JOINT FOR TWO POUR. DISTANCE IS GREATER = 8. SHEAR PLY. PER HOEDOWN POST. WHEN U.N.O INSTALLED AT THE SILL a - 7. (U #4 REBAR DISTANCE IS GREATER 8. SHEAR PLY. PER PLATE AND STRAP POSTS �1 � HOEDOWN IS TO BE � PLANS. HOEDOWN IS TO BE PLANS. PER DETAIL 5/56 AT THE a . - ( 'I = �9 WITHIN SHEAR GONE INSTALLED AT THE SILL -` Q. SIMPSON GNW � FLOOR LEVEL. USE --u < z a OF A.B.'S AND PLATE AND STRAP ALLTHREA INSTALLED AT THE SILL �f. SIMPSON GNW 4 I HOLDOWN (1) #4 D PLATE AND STRAP ALLTHREAD STRAP WITH EQUIVELENT c N POSTS PER DETAIL 5/56 EXTENTION. POSTS PER DETAIL 5156 EXTENTION. STRENGTH OF HOLDOWN. a I REBAR TOP $ BOAT AT THE FLOOR LEVEL. IO. SILL NAILING PER -L4-- - I U.N.O. USE STRAP WITH AT THE FLOOR LEVEL. 10. SILL NAILING PER HDU2 =MST48 � < SHEAR SCHEDULE. USE STRAP WITH SHEAR SCHEDULE. HDU5 = MST60 8. SHEAR PLY. PER EQUIVELENT STRENGTH 11. A55 12" O.G. USE SILENT STRENGTH S A55 1 H O.C.PLANS OF HOLDOWN. Lu 12" (1 STOR)) q. OPTIONAL "T" HDU2 = MST48 OF HOLDOWN. SHAPED FOOTING HDU5 = MST60 HDU2 = MST48 IS (2 STORY) HDU5 = MST60 SHEAR/HOLDOM CONN. ©FOUNDATION I SHEAR /HOLDOONN CONN. FOUNDATION 2 SHEAR/HOLDOOM CONN. FOUNDATION 3 HOLDOM CONN. @ FOUNDATION 4 I. DOUBLE 2X FRAMING OR 4x POST FOR HOLDOWN. 2. SILL PLATE 5.51MF50N II N HOLDOWN, SEE PLAN L OR 51 ZE $ LOCATION. I. 2X FRAMING. � � 4. (N) SLAB PER I 2. TREATED SILL III 1 III � II t PLAN. PLATE AS REQU I RED l � Jl al c�z 5. SHEAR PLY. PER FOR SHEAR WALL. O PLANS. 5. ANCHOR BOLT W/ _ _ (b. 5/8"4) ALLTHREAD 5X5X.22Q PLATE R (� W/ 10" EMBED sE.N. WASHER, SEE SHEAR U O < S I MPSON SET EPDXY.SCHEDULE FOR 51 ZE -7. POWER DRIVEN ° AND SPACING. ANCHORS 8" O.G. 4. (N) GONG. SLAB M IL THROUGH TREATED5 PER PLAN. PLATE a:...:- 4 a 5. FLOOR JOIST PER (E) FOUNDATION d° PLAN. 6 a STEM WALL ` ° . FLOOR SHEETING ap PER PLAN. Q A7. '7. (E) GONG. FND. , 6 a 4 ° 8. SHEAR PLY. PER a PLANS tu ! (1 cf. RIM JOIST. 12" ° a 10. EXPANSION STRIP e• a ° AND FLASHING. V 0 .4 OL tu - • ` NOTE: FLOOR LEVEL MUST BUSH AT Oro A Q FLOOR SYSTEM w l ` O O INTERSECTION. HOLDONN CONN. a FOUNDATION SHEAR/HOLDOM CONN. ®FOUNDATION (� F - •r* 3111`, E COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE j O V P• p 0 r .06/30/18 Civil- CALX IVILCALL RANCHO ENC. JOS: I6-258 DRAWN BY: RPP CKD.BY: JPH DATE: 02/0'7/1- REVISION: DRAWINO NUMBER L .....vW.......�.....___..._.�._....iW....___...__�..__...__�.,...._�.._.._._...._____.._ _.___._._.,. �..___ _......