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HomeMy WebLinkAboutB16-0168 039-240-012vi Iv (.TUU (,,,tJl\/ FLIAINUt "'v \\ \\ Z/ iell-22 GATE BY I ❑ ❑ SHEET O E-� E� vi Iv (.TUU (,,,tJl\/ FLIAINUt "'v \\ \\ Z/ iell-22 GATE BY I ❑ ❑ SHEET I I I — I I I I, r 13 13 I • N r C) C) N LOO con I O M I �n N C • O 25 4 cu 5 6 O — N U O PORTAL — PORTAL 1 1 it y 3 � _ U USE - RE RE USE RE-USE d l� EXISTING E i 8 E EXISTING EXISTING 5MT. 0 2660 GSMT. ED 2660 G 0 .'1060 FIX — - Q- b � I J + _ -v 0 I u1 cc I � i G I b I A 121_O11 _ Y _ Z � O I 1 ('7 I. � N tf') �I O( I A ❑ A 3 I FL D� , 3 J Lu I 0 of z � I ti o I d� I I RIOR WA LL - O PREVIOUS EXTE - - _ o: 25 -4 (E) PORCH — m I EAM 4 .. 0 - V L 4 G _ 0 I 5 I I _ I W I 6a E) G.U. I lD(E) 52 5 3 • N M I LY ROOM v ti I �� v 0 12 CLO. — Zc)&)4_ z d) --- -- EXI 3 � STING 2 GIRDERS. BE 4x 6 d.f. 2 (B )/ FIRE PLACE TO CONC. PIERS IN I6 T5 T 4x 4 P05 I CONC. STOOP T65. ®5'-4" O _ NEW / SQ.x 8 DEEP GONG. Fv I - - /..r i td I rn V1 � SLAB 4 STEP. TO / GING TYP. U.O.N.. O I � '-1 / O.G. MAX. SPA — — — bx8 POST O H---I TIO / (N)F'., in MATCH (E) PA / _ I 52 p. / 6x8 P05T - SLAB SURFACE 5 4 p / - /DROOM 5 MAX.XTYP. - 8 STEP MA N I ^ .,..� / `Q r � I r � I _ r r v d r v 1 H I N � i _ w I L_J O L-Jty di L — LJ L _ J J-� -7 I L_J W O4-1 �I (F) Q .J ER S P R OVID E UNDER W S I I 11 ( R ACCESS • # DOWEL FLOOR 12 4 � (N) b cd r , � 52 < x I REAS W 11 TO ALL U.F. A I •sr E FT6. US I 6 INTO O N 11 11 — — — — 6 I MIN. IS X 24 T� B. TYP. I � �-+ ( I OPENING. w -- -- --_-- _ Q -- -- -1 v I R w/ 2 5D525412 ®I6 O.G.- - I � — - 2X6 LEDGE 30 50. x 12 DP. — — — — — # Q -. 3 #4's EACH . • — — — — (N) 12" 4 DOWEL 0 N L 0 11 11 �0 FTG.I KITCHEN 6 .INTO (E) } .I I G- Y F2 O SGi. x 12 DP WA ( ) .. 3 °#4'sI T415., TYP. lit NOTE(3) EACH 8 0 T.Ra THREADED ROD (5/ ft W : 5/8 THRE -� . .. 2 0 . I WAY (F) D 11 0 STALLED w/ MIN. 10 EMBED. TO BE IN >� .. . I -1 5 _ INSPECTION GT ION _ AL _ EPDXY. SPECIAL i _ SET-XP EPO m 8 5E REQUIRED.. ... I I I _ GUT INTO (E) G ONG. S1 SAW .. i - m .. .. B. 12 WIDE I FOR SLAB N PATIO SLA (N) LEVEL EXISTING P I J 11 •. IN6 w/ EP FOOT FLOOR x 12 DE I OUSE FINISH . w/ H �I ------ FLUSH w/ NEW STEM I . TOP L I . WAL L FOOTING. — — — — — — — — — — — — — — — — AB i , PORCH SL 11 2 DP. ... I 33 SQ. x I I �I # H I 4 41 s EACH 12,1 4 DOWEL I I WAY (F3)61INTO lE) FT6. d -- T415., TYP.— J I I i / P. 33 5Q. x 12 D l I _ (VERIFY) / TIN 6 RI ) 1 15 8 EX15 (VE 1 # H (VERIFY) I 4 s EACH ISTING ) w/ 4 20 EX (VE HAY 3 / ) f � Li u 0 IIII _ I L I I I - J SS/ Date , J o i AREA I 1 p. H , � � Q ISTING FAMILY ROOM 414 SQ. FT.� � 621 5Q. FT. -c I PROPOSED FAMILY ROOM� EXISTING RA15ED FOUNDATION ON I - EXISTING BEDROOM 150 SQ. FT .� ytr I Z PROPOSED BEDROOM 255 So. F . M� iE3PERMIT bllo ., cam. ❑ BUTTE COUNTY DEVELOPMENT SERVICES SHEET � IREVIEWED R CODE LEC END i COMPLIANCE PR OPOSED WALL5 BY DATE EXISTING YJALLS I I. I J� of 6 & Sl, FL S2 S2 AI O O O II A N 4 I. O U N11 131 113 N L . . .......... D T �°O I - 4 -I I I I II I 'I 0 I I I I I GONG. TILE ROOF o/ 50# FELT 0/,V2" GDX OR 055. w/ ad's a 6"'1211 O.G. - XISTIN6 12 MATCH E SEE ROOF PLAN NOTE 5 FOR ROOF FRAMING FASCIA CUTTER 4 FASCIA U _ TYPICAL TO MATCH (E) GE IN65 , SU . ® L R3 8 N L N I/2 CEILING BD., TYP. SEE EXTERIOR 0 �� ELEVS. FOR 51DIN6 2 6YP. BD. ®WALLS / N O � L I O O M i t1) fV _5 - R la INSUL. ®WALL � N V.J c - 2xb STUDS ® b11 O.C.. � I! INTERIOR WALLS) SEE FOUNDATION PLAN ca l 0 N I SEE FOUNDATION PLAN V I. I_ll III I III 111 1 ., ------ -- III-III_II - I - - - - - - - - - - - - - -_ - - - - - - - - - =: - ----------- ___I-� I III I�__ - - - - - II I I -- - 11 _ III—III i I I 1 1J1 1r I I I i Ill 111 1 rIII�II III II _ _ _ _ I I III --I 1 ll�l_ _11 _ _ III II III III _ ___---III ITI -- - I Ir II III _ _ ILII _L_ ____ I III III II-ITI ITI Ilr 1_ 1-__ III II II ----- _ _ _ III -III III -III ITI II IlTilt III -__I __ -- _ I �I, _ I _ I Ilf _ I—1.1�1ll _ I ll _ _ _ � II I � � _ I I JJ. 11l _ I 1l _ _ I I Ill _JJ. _ _ III III T _ III L L _ _ I TT T Jl _ _ I III l llr - - - - I II _ll L 1L ll1 ._ I _ III III I I III II Ili - _ HII T _ IIHI Ilr 1__ -_ I III ilr ___ _ I I I`i l _ _ II -II I I Ilrl _ III II III III _ II Tr _ I� III I "II Ilr I III III I _ _ _ _ TWIT I _ I i7 III I �J..Jl I III T _ _ T I , _ rTl TfT 1 _ III 1T J! -� I � 1.L , I I I I - - — L _ _ III ITI III III -I I I_I I-1 - _ 111_111 Ilr------- _111_111-IIf-III-III-IIi ITI-I�f-rTlr- _ --- 'II- I ---I �1- � I � �T � - -III _II III I- , I Ilr III III N <� Q'I 0 O� PERMIT # 5 GTIA/5-� n — i_ n BUTTE COUNTY DEVELOPMENT SERVICES t.. � I4 -I O DEV1E11/E® AOR C®D MPLIA C C� C'C3 z DATE BY M 8 Lo d' M52 ❑ ROOD PLAN NOTES: 52 i• ROOF GOVERIN6 SHALL BE GONG. TILE ( 10 P.S.F. MAX) o/ 30# FELT " WD. MATCH o/ 5/8 T � G. GDX PLY 0 E XISTIN6 STYLE AND COLOR. BEARING 134 H PORTAL bx8 D.F. NO. I w/ INTERMEDIATE( ) I rn 2. RAFTERS SHALL BE PER SCHEDULE V 1 O SHEET HEET 51 I I i 3. ROOFPITCH SHALL MATCH EXIST. 5:12. 1 W (VERIFY) ) • v 8 O 4. ROOF OVERHANG SHALL MATCH � 52 MATCH EXISTING 1'-4", TYP., U.N.D. rr ,, ® 4 RI DCE5 SHALL BE w 5. HIPS, VALLEYS - -- -- � PER SCHEDULE ON SHEET 51 .POCKET EXISTING O { V .PORCH BEAM INTO. rn 5. •fl PROVIDE ATTIC VENTILATION ATTIC V 1 NEW WALL i x VENTILATION SHALL NOT BE LESS THAN N 150 OF THE SPACE VENTILATED. � A VENTILATION OPNGS. SH LL HAVE A LEAST T DIMENSION OF I/Ib MINIMUM AND 1/4 MAX. AND PROVIDED WITH CORR0510N-RESISTANT WIRE CLOTH (N) 61RDER TRU55 HH MON � I (11'-0" SPAN) — 50REENIN6, HARDWARE� O CLOTH, OR ^ 0 #- — SIMILAR MATERIAL. R,506.1 H 5T6224 W U ELEVATION �i WEST EL O q S2 I G p STRAP PLATE (i� .. L W R q I TRU55 TO PLATE I STUCCO NOTES m O HA MEET SEG. R'703:7.2. .� 526 r , cd I. STUCCO INSTALLATION SHALL - T H 5 F 1- E ESS THAT THREE O 2. PLASTERING WITH GEMENT PLASTER SHALL NOT B L m z O F O x , OVER METAL LATH OR WIRE FABRIC LATH. q GOATS WHERE APPLIED lJ LL •I .o F� � 3. A MIN. O.OIa�(NO. 26 6A), GOROSION RESISTANT WEEP SCREW OR A � O V T FLAN6E OF 3.5 �: � x GAL ATTAGHEMEN SCREED w/ MIN. VERTICAL x PLASTIC WEEP N G SHALL BE PROVIDED AT OR BEL OW THE FOUNDATION PLATE LINEON THE x 52 ^ N EXTERIOR STUD HALLS IN ACCORDANCE w/ A STM Gg26. THE NEEP u� r , E P URL I NABOVETHE EARTH w SGREED SHALL BE PLACED NOT LE55 THAN 4 W ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW (N) bx8 " P05T UI DING. THE _ ' FTHEB L 5 R O M. B EXTERIOR SH B O THE EX I 24 6L ( ) TRAPPED WATE RTO DRAIN T _ J 6 3/4 x - WEATHER RE SISTANT BARRIER SHALL LAP THE ATTACHMENT FLAN6 THE (N) bx8 POST AG DMENT HE EXTERIOR LATH SHALL COVER AND TERMINATE ATE ON T ATT HE V J D SEG. R'703.'i2.1 CLIP (E) JST., FLANGE OF THE WEEP SCREE �h - O HANGER TO (N) ATHIN6 5 HALL BASE SHE •�Y R TRU55 DOVER WOOD B GIRDS HERE PLASTER IS APPLIED � 4. W - i---� Rw A - E BARRIER / ANBL B U526 PERMS w L R RESISTIVE ISTIVE VAPOR / INCLUDE A WATE x I PERFORMANCE LEAST EQUIVA E NT TO TWO LAYERS OF CRAD E D -� n (E) FLUSH 3 .5x14V LGONG. TILE ROOF i - ; TO MATCH EXISTING PAPER. SEG. FrO5.6.3 m V N I� z I IL w N6 TO TI MATCH STUCCO 51D1 .� rx INSTALL UNDERLAYMENT MEETIN INC w MFR. SPECS. AND SEG. R•703.2 (E) FLUSH 3.5 Io4 VS __1 V F11 O I V _ i D 'i coon v� wiroore newj JH�j_ EXTERIOR ELEVATIONS -71 V tV x x W N W -----:.- _— -- - - — ,•,-� �,.-�-,- '-`rTf"�' 177, � � { ❑ 'Tl R � 00 o F Date. I Sl- RESI DANT I AL OGGUPA NG I ES AFFL I GST I ON GHEGfGL IST ❑ F❑ wzEEN 5U LD I NC FEATURES 4 MEA SU E � C iz C i�EEN 5U 11._I� I NC STANI7Ai�175 GOt7E ALOR 2016 CALIFORNIA INSTRUGTIO NS: n G Ilancc column s ccifin how compliance, spaces in the Method of Gom p I. Fill In all of the by P P h t numbs r of the pand s ec tf the s ce roducts or design) is achieved (i.e. ro oscdspecify p p s shown. ions where com II afIGG P p 2. The ,:VerifI anon: columns indicate when verification wIII occur. plan review, Inspection, o r both. Building provided to the i3u If documentation is checked, documentation showing compliance Is to be pro g roval. ilei to final ins cctlon a �' Ins ester p pp M$Q�5 p �GTi�I GSL. 5Y P LEVELS - APPLICANT TO VERIFICATIONS - ENFORGIN6 A6ENGY SELECT ELECTIVE MEA5URE5 TO SPECIFY VERIFICATION METHOD Installer or Designer 9 Prerequisites rE electives 1 Enforcing Agency Installer or Designer Third party FEATURES OR MEASURE El 1:1 ❑ ❑ ❑ Tier 2 M 'nor er I Tier 2 All All All ENERGY EFFIG IENGY 4.504.1 Duct openings and other related air distribution component openings shall be P covered during construction. ® ❑ General 4.504.2.1 Adhesives, sealants and caulks shall be compliant with VOG and other toxic 4.201.1 Buliding meets or exceeds the the, California 2 ® 2 ® ❑ El requirements ulrements of Building Energy Efficiency Standards (3). 4.50422 Paints, stains and other coatings WATER EFFICIENCY CONSERVATION ❑ Indoor Water Use ❑ 4.303.1 Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) installed In residential ❑ ❑ ❑ buildings shall comply with the proscriptive requirements of Sections 4.303.1.1 through El El 0 4.303.1.4.4. 4.303.2 Plumbing fixtures and fittings rcq'd. In Section 4.303.1 shall be Installed In E]® El El accordance .with the California Plumbing Code and shall meet the applicable referenced 4.505.2 Vapor retarder and capillary break P is Installed at slab-ongradc foundations.. ❑ standards. ❑ 4505.3 Moisture content of building materials used in wall and floor framing 1s checked ❑ Enhanced Durability and Reduced Maintenance ❑ 4.406.1 Annular spaces around pipes, electric cables, conduits or other openings in plates tion of compliance, with this iO3.1 Verification p G ode may Include construction documents, plans, specifications builder or installer P - P certification, ins cctlon reports, or P P other methods acceptable to the enforcing agency which show substantial at exterior walls shall be protected against conformance. El El El the P ossa a of rodents by closing such 9 oPn9s. with Gement mortar, concrete masonry the o or similar method acceptable t enforcing agency. enc 9 y Construction Waste Reduction, Disposal and Recycling 4.405.1 Recycle and/or salvo a for reuse a 65 non ® El ❑ minim um of percent of the - hazardous construction and demolition hazard waste, in accordance with one of the following: I. Comply with a more stringent local construction and demolition waste management ordinance; or ` 2. A construction waste management plan, per Section 4.405.2; or 3. A waste management company, per Section 4.405.3; or 4. The waste stream reductionn alt., per Section 4.405.4. Building Maintenance and Operation 4.410.1 Anoperation and maintenance provided to th c building manual shall be pro g ® ❑ ❑ ❑ occupant or owner. I I. Green building measures listed to this table may be mandatory if adopted by a city, county, or city and county as N SINGLE POLE SWITCH 0 0 OCG. 5ENSOR SWITCH G 6. MTD. FIXT. N 0 tc Ul) C 6. FIXT. 000 CH RECESSED L 0 THREE WAY 5W T T M I 3 T" hal RHEOSTAT SWITCH WALL MTD. FIXTURE ID N C QTVOUTLEt O TIMER 5WITGH I_ - $T con 0 - DUPLEX RECEPT. PHONE OUTLET W N L DUPLEX SPLIT WIRED O EILIN6 FAN N QUAD. REGEPT. U XCU - ® FLOOR OUTLET 3 EXHAUST FAN O GA ELEGTRI L NOTES: 110 V. SMOKE DETECTOR O L .NEW LIGHTING SHALL MEET THE F LLOWING. with 150 0 a r com Bance (k1 s: To qualify a s a JA8 high efficacy light ht source for , Efficacy Light Source 9 P .IAB High 9 y 9 y 9 fl y Appendix JAB. MONOXIDE DETECTOR N source must be certified to the Ener Commission accordin to Reference Joint App OGMD CARBON M > residential light 9y 9 Luminaire Efficacy All Installed luminaires must be high efficacy In accordance with TABLE 50.0-A. Q.Y 0 Recessed Downit ht Luminaires In Collings: g 9 r. insulation contact (IG) O s must meet all of the requirements fo Luminaires recessed Into ceilings q. e• - labelin • air locks scaling; maintenance; and socket and light source as described in 9lockage; 9 9 ht source rated for A JA8 2016 E II 150.0(k)IG. g inspection In all recessed downli ht luminaires in callings. elevated temperature must be installed by final insp s. g 9 p Electronic Ba I lasts: Z Ballasts forP . fluorescent lamps rated 13 watts or greater must be electronic. and must have an output ut frequency no less than 20 kHz. CV) LO LI to Exhaust Fans: Lighting Integral n 9 exhaust hoods n installed the manufacturer in kitchen ex ) It I Lighting Integral to exhaust fans (except whe n by 9 9 9 ents of 150.0 ° ° must meet thea applicable requirements (k) PP a Screw based luminaires - Screw based luminaires must not be recessed downlight luminaires In ceilings and m p comply with Reference Joint Appendix JABInstalled lampss must be marked with "JAB -2016" or "JAB -2016-E" �, In Reference Joint ass ecified Appendix JAB. P Tres Ina Enclosed En clo Lum 0 in enclosed luminaires must be JA5 compliant and must be marked with N JAB -2016-E. Light sources installed p Interior r Switches and Controls: 0 sources must comply with NEMA 55L 'IA. All forward hast cut dimmers used with LED light so p y p f ---I Exhaust fans must be switched separately from lighting systems P Luminaires must be switched with readily acccsslblc controls thatpermit the luminaires to be manually switched ON and OFF. PERMIT #_� Controls and equipment m ust be installed in accordance with manufacturer's s instructions. f -I � sensor function. must ass a dimmer or vacant s BUTTE COUNTY DEVELOPMENT SERVICES No control mu y �j byp with dimmer requirements If It REVIEWED FOR trot system MCS) may be used to comply w energy management con (E p y a r , An y W 9y 9 y er according to IIO.q meets the Installation Certificate requirements tso f 130.4, meets as a dimm V � ® C d ' LIAN IC • requirements In 150.0 k)2. f and meets all other re ut ( ents of 1305 g GS requirements O, the EM �i. DATE ' BY R & o comply with vasa nc sensor requirements in 150.0(k) if It meets all of the I� An EMGS may be used t P y y q. y r or -cording to ? IIO.q• the Installation Certificate requirements i^1 following. it functions as a vacancy sense g q. is In 150.0 2. r, is of 130.5 f and all other requirements ulremen (tV requirements ( ) 30.4 the E MG5 re , of ? I q. q. W (E) C.U. programmable controller may be used to comply with dimmer requirements In ? 150.0(IC) If It A multiscene reg y P y a P provides the functionality of a dimmer according to 7 IIOq, and complies with all other applicable, 0 ►n ? 150.0 2. requirements (k) re, 1 f Q VL s and Controls: is rl Intor 5witchc 0 In bathrooms, 9 9aro es, laundryrooms, and utility rooms, at least one, luminaire in each of these spaces must trolled a vacancy sensor. be con 0 y Interior Switches and Controls: .r, control all luminaires es re ulre d to have light sours es tom Kant with nc sensors must P Dimmers or vasa 9 Q 0 y «: H feet and luminaires In h allwa s. Reference Joint Appendix JAB, except luminaires In closets less than "10 square f y PP p nterror 5w itches and Controls- Z O . • O GMD Undercabinet II httn must be switched separately .from other lighting systems. 9 9 .*_ Residential ►al Outd 00 r Lighting: H P__4 mounted to a resrd cntlat building or t 0 other rmanentl m t� td it hti 9 For single-family residential buildings, ou oor g ng pc y r, 150.0 3Ai ON and OFF switch) and the requirements buildings the same lot must meet the requirement In Item ? (I� ( q, W U bu q. O 9 Q 3A1II (photo control and automatic time (photocell and motion sensor) or Item 7 150.0(1V ( y --i In either Item 150.0(1�3Ai1 (p p GS . switch control astronomical time Clock, or EM ) F-'--1 For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances baleen iCs, i-•1 I andporches; and outdoor lighting for residential parking lots and residential carporis with less than eightht rW, cS 4 or with the applicable, requirements. must comply with either 150.0(k)5A vehicles er site mpp q. p Py For low -Ilse residential buildings with four or more dwG I I In units, outdoor lightingnot regulated ulatcd b y 130.0 1302 130.4 140."1 and 141.0. x 150.0(k)55 or ? 150.0(1V3D must. comply I with the applicable re ulrements M ?? IIO.q, , (k) P y Pp a Q d residential car oris with a total of eight or more Outdoor lighting for residential parking lots an p g 9 9 p 9 vehicles per site must comply with the applicable requirements in ?? IIO.q, 150.0,150.2,150.4,140.-1, and 141.0. Illuminated address signs. Q Intornall II g watts of yy signs must comply with ? 140. 8 or must consume no more than 5 IntcrnaTl illuminated address , y 9 Py power as determined according to 7 130.0(c). Residential tiara es for Eight or More Vehicles. OL►ghting for residential parking garages for eight or more vehicles must comply with the rW , In ?? Ilo.q 130.0 130.1 130.4, 140.6, and 141.0. applicable requirements for nonresidcnttal garages, PP Interior Common Areas of Low-rise Mti-FamII yResidential Build In s residential building where the total Interior In a low-rise multifamily rest g y - common arca in a single building equals 20 percentor less of the floor area, permanently y Installed � D � b an lighting for the Interior common areas In that building must be high efficacy Juminaires and controlled y It g 9 9 9 occu ant sensor. p In a low-rise multifamily reside tial building the total interior common area in a single building aauals more than 20 percent of the floor area, permanently installed lighting In 1-1 that buildin9 ust: m s In ?? IIO.el 130.0 130.1 140.6 and 141.0; and i. Comply With thea 11GAbiG requirements , py PP a 11. 9 LI htin installed to corridors and stairwells must be controlled by occupant sensors that 9 t least 50 percent. The occupant sensors must he lighting ower In each space a reduce t p by P 9 9P of ingress and egress. p ned paths_ m all des) be capable of turning the light fully on and off from g p g 2. VERIFY ALL BEDROOMS HAVE SMOKE DETECTORS AND HOME HAS A CARBON MONOXIDE DETECTOR THAT MEETS CURRENT CODES. OUT BE SECURELY SUPPORTED. AND REG OUTLETS SHALL RECEPTACLE L 3. FIXTURES, LAMP HOLDERS A A FIXTURE THAT 1,061-15 MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE _ SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER SEC.410.I5 (a). OUTLET BOXES SHALL l0 SEG. 314.2'1 o 4 d) - NOT BE USED AS THE SOLE SUPPORT FOR GEILIN6 FANS PER 20 ( IN65 ARE IGAT AND CERTIFIED ASTM E255 ED IN INSULATED GE L 5 INSTALL 4. RECESSED FIXTURE OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, 6ASKET5) 5. PROVIDE 4 -WIRE RECEPTACLES FOR ALL DRYER AS PER CEO 250-60. 13, 6. INSTALL SMOKE 4 CARBON MONOXIDE DETECTORS AS SHOWN. ALL DETECTORS SHALL BE INTERCONNECTED AND SHALL RECEIVE PRIMARY POWER FROM A COMMERCIAL 5ORCE AND, IN6 INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIR WHERE PRIMARY POWER I5 INTE , SHALL BE PERMANENT AND WITHOUT A 015GONNEGT IN6 5WITGH. Date i. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. 16H5 MORE THAN 6 LBS. OR EXCEEDS I6 I N ANY DIMENSION MEN51 ON 5 HALL NOT BE A FIXTURE THAT WE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5EG.410.15 (a). OUTLET BOXES SHALL 14.2-1 a 4 d SEC. ) NOT BE USED AS THE SOLE SUPPORT FOR GEILIN6 FANS PER 2010 5 ( 5. ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. � CEI IN65 ARE IGAT AND CERTIFIED ASTM E253 q. RECESSED FIXTURES INSTALLED IN INSULATED L IN6 6 AS KETS TIGHT CAULK ) IS AIR OR EQUIVALENT. INSTALLATION ( , CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION VERIFY ALL BEDROOMS IN 10. PANEL BOARDS SHALL BE PROVIDED. WITH A GI NOT£.. r -- CEO ARTICLE 405.50) EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED HOME HAVE SMOKE DETECTORS AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PUP05E OR USE.. THE IDENTIFICATION SHALL INCLUDE AND HOME HAS A CARBON SHEET AN APPROVED DEGREE OF DETAIL THAT ALLOWS EACH CIRCUIT TO BE DI5TIN6U15 HED FROM ALL MONOXIDE DETECTOR THAT MEETS I OTHERS. SPARE POSITIONS THAT CONTAIN UNUSED OVERGURRENT DEVICES OR SWITCHES SHALL CURRENT CODES. HE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY BE DESCRIBED ACCORDINGLY. T ELECTRICAL SHOWN 15 NEV 4, ALL i D ON THE FACE OF INSIDE OF THE PANEL DOOR IN THE CASE OF A PANEL BOARD THAT. I S LOCATE TYP., U.O.N. P AND ATEACH 5WITGH OR CIRCUIT BREAKER IN A SWITGHB OARD OR 51eqITGHOEAR. NO CIRCUIT SHALL 0 BE DESCRIBED IN A MANNER THAT DEPENDS ON .TRANSIENT CONDITIONS OF OCCUPANCY. 4 of 6 & S1,S2 l ❑ ZI ❑ LEVELS - APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS - ENFORCING A6ENGY METHOD TO SPECIFY VERIFICATION ME 4 Prerequisitesg electives 1 Enforcing Agency A enc Installer or Designer 9 Third art party FEATURES OR MEASURE El 1:1 MANDATORY Ticr 1 Tier 2 All All All ENVIRONMENTAL QUALITY Pollutant Control 4.504.1 Duct openings and other related air distribution component openings shall be P covered during construction. ® ❑ 4.504.2.1 Adhesives, sealants and caulks shall be compliant with VOG and other toxic ❑ ❑ compound limiits. 4.50422 Paints, stains and other coatings ❑ ❑ ❑ shall be compliant with VOG Ilmits. 4.5042.3 Aerosol points and coatings s shall 9 product weighted ted MIR be compliant with p gh P limits for ROC and other toxic compounds. P r vlded 4.5042.4 Documentation shall be provided to verifythat Compliant VOG limit finish materials have been used. El El 0 4.504.3 Carpet and carpet systems shall be P P y h VOG limits. Compliant with 4.504.4 50 percent of floor area receiving resilient floorin shall Gom with specified 9 Py P VOG criteria. Interior Moisture Control 4.505.2 Vapor retarder and capillary break P is Installed at slab-ongradc foundations.. ❑ ❑ ❑ 4505.3 Moisture content of building materials used in wall and floor framing 1s checked ❑ ❑ ❑ before enclosure. Verifications tion of compliance, with this iO3.1 Verification p G ode may Include construction documents, plans, specifications builder or installer P - P certification, ins cctlon reports, or P P other methods acceptable to the enforcing agency which show substantial conformance. I I. Green building measures listed to this table may be mandatory if adopted by a city, county, or city and county as N SINGLE POLE SWITCH 0 0 OCG. 5ENSOR SWITCH G 6. MTD. FIXT. N 0 tc Ul) C 6. FIXT. 000 CH RECESSED L 0 THREE WAY 5W T T M I 3 T" hal RHEOSTAT SWITCH WALL MTD. FIXTURE ID N C QTVOUTLEt O TIMER 5WITGH I_ - $T con 0 - DUPLEX RECEPT. PHONE OUTLET W N L DUPLEX SPLIT WIRED O EILIN6 FAN N QUAD. REGEPT. U XCU - ® FLOOR OUTLET 3 EXHAUST FAN O GA ELEGTRI L NOTES: 110 V. SMOKE DETECTOR O L .NEW LIGHTING SHALL MEET THE F LLOWING. with 150 0 a r com Bance (k1 s: To qualify a s a JA8 high efficacy light ht source for , Efficacy Light Source 9 P .IAB High 9 y 9 y 9 fl y Appendix JAB. MONOXIDE DETECTOR N source must be certified to the Ener Commission accordin to Reference Joint App OGMD CARBON M > residential light 9y 9 Luminaire Efficacy All Installed luminaires must be high efficacy In accordance with TABLE 50.0-A. Q.Y 0 Recessed Downit ht Luminaires In Collings: g 9 r. insulation contact (IG) O s must meet all of the requirements fo Luminaires recessed Into ceilings q. e• - labelin • air locks scaling; maintenance; and socket and light source as described in 9lockage; 9 9 ht source rated for A JA8 2016 E II 150.0(k)IG. g inspection In all recessed downli ht luminaires in callings. elevated temperature must be installed by final insp s. g 9 p Electronic Ba I lasts: Z Ballasts forP . fluorescent lamps rated 13 watts or greater must be electronic. and must have an output ut frequency no less than 20 kHz. CV) LO LI to Exhaust Fans: Lighting Integral n 9 exhaust hoods n installed the manufacturer in kitchen ex ) It I Lighting Integral to exhaust fans (except whe n by 9 9 9 ents of 150.0 ° ° must meet thea applicable requirements (k) PP a Screw based luminaires - Screw based luminaires must not be recessed downlight luminaires In ceilings and m p comply with Reference Joint Appendix JABInstalled lampss must be marked with "JAB -2016" or "JAB -2016-E" �, In Reference Joint ass ecified Appendix JAB. P Tres Ina Enclosed En clo Lum 0 in enclosed luminaires must be JA5 compliant and must be marked with N JAB -2016-E. Light sources installed p Interior r Switches and Controls: 0 sources must comply with NEMA 55L 'IA. All forward hast cut dimmers used with LED light so p y p f ---I Exhaust fans must be switched separately from lighting systems P Luminaires must be switched with readily acccsslblc controls thatpermit the luminaires to be manually switched ON and OFF. PERMIT #_� Controls and equipment m ust be installed in accordance with manufacturer's s instructions. f -I � sensor function. must ass a dimmer or vacant s BUTTE COUNTY DEVELOPMENT SERVICES No control mu y �j byp with dimmer requirements If It REVIEWED FOR trot system MCS) may be used to comply w energy management con (E p y a r , An y W 9y 9 y er according to IIO.q meets the Installation Certificate requirements tso f 130.4, meets as a dimm V � ® C d ' LIAN IC • requirements In 150.0 k)2. f and meets all other re ut ( ents of 1305 g GS requirements O, the EM �i. DATE ' BY R & o comply with vasa nc sensor requirements in 150.0(k) if It meets all of the I� An EMGS may be used t P y y q. y r or -cording to ? IIO.q• the Installation Certificate requirements i^1 following. it functions as a vacancy sense g q. is In 150.0 2. r, is of 130.5 f and all other requirements ulremen (tV requirements ( ) 30.4 the E MG5 re , of ? I q. q. W (E) C.U. programmable controller may be used to comply with dimmer requirements In ? 150.0(IC) If It A multiscene reg y P y a P provides the functionality of a dimmer according to 7 IIOq, and complies with all other applicable, 0 ►n ? 150.0 2. requirements (k) re, 1 f Q VL s and Controls: is rl Intor 5witchc 0 In bathrooms, 9 9aro es, laundryrooms, and utility rooms, at least one, luminaire in each of these spaces must trolled a vacancy sensor. be con 0 y Interior Switches and Controls: .r, control all luminaires es re ulre d to have light sours es tom Kant with nc sensors must P Dimmers or vasa 9 Q 0 y «: H feet and luminaires In h allwa s. Reference Joint Appendix JAB, except luminaires In closets less than "10 square f y PP p nterror 5w itches and Controls- Z O . • O GMD Undercabinet II httn must be switched separately .from other lighting systems. 9 9 .*_ Residential ►al Outd 00 r Lighting: H P__4 mounted to a resrd cntlat building or t 0 other rmanentl m t� td it hti 9 For single-family residential buildings, ou oor g ng pc y r, 150.0 3Ai ON and OFF switch) and the requirements buildings the same lot must meet the requirement In Item ? (I� ( q, W U bu q. O 9 Q 3A1II (photo control and automatic time (photocell and motion sensor) or Item 7 150.0(1V ( y --i In either Item 150.0(1�3Ai1 (p p GS . switch control astronomical time Clock, or EM ) F-'--1 For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances baleen iCs, i-•1 I andporches; and outdoor lighting for residential parking lots and residential carporis with less than eightht rW, cS 4 or with the applicable, requirements. must comply with either 150.0(k)5A vehicles er site mpp q. p Py For low -Ilse residential buildings with four or more dwG I I In units, outdoor lightingnot regulated ulatcd b y 130.0 1302 130.4 140."1 and 141.0. x 150.0(k)55 or ? 150.0(1V3D must. comply I with the applicable re ulrements M ?? IIO.q, , (k) P y Pp a Q d residential car oris with a total of eight or more Outdoor lighting for residential parking lots an p g 9 9 p 9 vehicles per site must comply with the applicable requirements in ?? IIO.q, 150.0,150.2,150.4,140.-1, and 141.0. Illuminated address signs. Q Intornall II g watts of yy signs must comply with ? 140. 8 or must consume no more than 5 IntcrnaTl illuminated address , y 9 Py power as determined according to 7 130.0(c). Residential tiara es for Eight or More Vehicles. OL►ghting for residential parking garages for eight or more vehicles must comply with the rW , In ?? Ilo.q 130.0 130.1 130.4, 140.6, and 141.0. applicable requirements for nonresidcnttal garages, PP Interior Common Areas of Low-rise Mti-FamII yResidential Build In s residential building where the total Interior In a low-rise multifamily rest g y - common arca in a single building equals 20 percentor less of the floor area, permanently y Installed � D � b an lighting for the Interior common areas In that building must be high efficacy Juminaires and controlled y It g 9 9 9 occu ant sensor. p In a low-rise multifamily reside tial building the total interior common area in a single building aauals more than 20 percent of the floor area, permanently installed lighting In 1-1 that buildin9 ust: m s In ?? IIO.el 130.0 130.1 140.6 and 141.0; and i. Comply With thea 11GAbiG requirements , py PP a 11. 9 LI htin installed to corridors and stairwells must be controlled by occupant sensors that 9 t least 50 percent. The occupant sensors must he lighting ower In each space a reduce t p by P 9 9P of ingress and egress. p ned paths_ m all des) be capable of turning the light fully on and off from g p g 2. VERIFY ALL BEDROOMS HAVE SMOKE DETECTORS AND HOME HAS A CARBON MONOXIDE DETECTOR THAT MEETS CURRENT CODES. OUT BE SECURELY SUPPORTED. AND REG OUTLETS SHALL RECEPTACLE L 3. FIXTURES, LAMP HOLDERS A A FIXTURE THAT 1,061-15 MORE THAN 6 LBS. OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE _ SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER SEC.410.I5 (a). OUTLET BOXES SHALL l0 SEG. 314.2'1 o 4 d) - NOT BE USED AS THE SOLE SUPPORT FOR GEILIN6 FANS PER 20 ( IN65 ARE IGAT AND CERTIFIED ASTM E255 ED IN INSULATED GE L 5 INSTALL 4. RECESSED FIXTURE OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, 6ASKET5) 5. PROVIDE 4 -WIRE RECEPTACLES FOR ALL DRYER AS PER CEO 250-60. 13, 6. INSTALL SMOKE 4 CARBON MONOXIDE DETECTORS AS SHOWN. ALL DETECTORS SHALL BE INTERCONNECTED AND SHALL RECEIVE PRIMARY POWER FROM A COMMERCIAL 5ORCE AND, IN6 INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIR WHERE PRIMARY POWER I5 INTE , SHALL BE PERMANENT AND WITHOUT A 015GONNEGT IN6 5WITGH. Date i. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. 16H5 MORE THAN 6 LBS. OR EXCEEDS I6 I N ANY DIMENSION MEN51 ON 5 HALL NOT BE A FIXTURE THAT WE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 5EG.410.15 (a). OUTLET BOXES SHALL 14.2-1 a 4 d SEC. ) NOT BE USED AS THE SOLE SUPPORT FOR GEILIN6 FANS PER 2010 5 ( 5. ALL 125 VOLT, SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. � CEI IN65 ARE IGAT AND CERTIFIED ASTM E253 q. RECESSED FIXTURES INSTALLED IN INSULATED L IN6 6 AS KETS TIGHT CAULK ) IS AIR OR EQUIVALENT. INSTALLATION ( , CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION VERIFY ALL BEDROOMS IN 10. PANEL BOARDS SHALL BE PROVIDED. WITH A GI NOT£.. r -- CEO ARTICLE 405.50) EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED HOME HAVE SMOKE DETECTORS AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PUP05E OR USE.. THE IDENTIFICATION SHALL INCLUDE AND HOME HAS A CARBON SHEET AN APPROVED DEGREE OF DETAIL THAT ALLOWS EACH CIRCUIT TO BE DI5TIN6U15 HED FROM ALL MONOXIDE DETECTOR THAT MEETS I OTHERS. SPARE POSITIONS THAT CONTAIN UNUSED OVERGURRENT DEVICES OR SWITCHES SHALL CURRENT CODES. HE IDENTIFICATION SHALL BE INCLUDED IN A CIRCUIT DIRECTORY BE DESCRIBED ACCORDINGLY. T ELECTRICAL SHOWN 15 NEV 4, ALL i D ON THE FACE OF INSIDE OF THE PANEL DOOR IN THE CASE OF A PANEL BOARD THAT. I S LOCATE TYP., U.O.N. P AND ATEACH 5WITGH OR CIRCUIT BREAKER IN A SWITGHB OARD OR 51eqITGHOEAR. NO CIRCUIT SHALL 0 BE DESCRIBED IN A MANNER THAT DEPENDS ON .TRANSIENT CONDITIONS OF OCCUPANCY. 4 of 6 & S1,S2 l ❑ ZI ❑ SHEAR NAL.L. SGHEDUL E Ti.HEAR WALL. MOTES HO DOWNS:.. � p D � GENERAL NOTES. L TYi� I GAL. L.UMB�R C RADS I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE 1• ALL HOLDOWN5 ARE 51MP50N STRONG -TIE OR EQUIVALENT. w F- z CALIFORNIA BUI D NG GODS GBG AND G 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL WALL SYSTEM STRENGTH: 173 PLF SEISMIC # p (L d O w 2 IL mo 1i1 L I ( ) A BG STANDARDS. 1. 2X, 4X BEAMS, HEADERS AND POSTS DF 2 OR BETTER. 0 W N Z Z V La I_- 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF 173 PLF WIND I. WHEN T-1-11 51DINO 15 USED FOR SHEAR PLY. - Z �- - W 0 Z m = Q _ CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'5 a 12" O w - p ()3 O p� V - w CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 3. ALL HOLDOWN5 ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. 3/5" STRUCTURAL WOOD PANELS (BLOCKED) O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. ? H d }. ri J z ii O w O w REGULATIONS. NAIL EACH PANEL AT JOINTS. fu t-- - W d w V 4 IL w F- 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: NAILING: Sd (COMMON OR HOT DIPPED GALVANIZED) 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. w< - W p O z�v� w uZ�W}zz CONSTRUCTION SHOWN ON PLAN. p O T � J N I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 2. 86 COMMON OR HOT DIPPED GALVANIZED NAILS TO iL � Q 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 6 O.G. ®EDGES 11 4. 2X STUDS 10 MAX HEIGHT DF#3 OR BETTER. Z z�" IL O K .O V ai La Q I 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 SIMPSON PRODUCTS OR GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM 12" O.G. ® FIELD BE (2 1/2 X 0.131) W w N E- W p w W - Zw N MOISTURE CONTENT OF 1a9�. ).. V J W Z D- Z Q V d K w APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR 1 F- N << V 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL 11 OR Ci GRADE WITH EXTERIOR " 5. 2X4 STUDS 14 NONBEARING DF#2 OR BETTER. Z � O ttl 0 W MAX LOADING. I/2 ANCHOR BOLT SPACING 72 W/ 2X P.T. SILL 3. ALL NAILS FASTENED TO PRESSURE TREATED V d Z- 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK GLUE UNLE55 NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. Z Z E- Q Q w Z kn < OL I LUMBER TO BE HOT DIPPED GALVANIZED.wOC O OW.a lD ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF 3. STRUCTURAL PLYWOOD MAY BE 5UBED 5TITUTWITH AN EQUIVALENT APA RATED SIMP50N A55 SHEAR TRANSFER ® 36" O.C. 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. AN HA RANCHO ENGINEERING D SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK ORIENTED STRAND BOARD (OSB)• SILL SHEAR TRANSFER NAILING Ibd 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRE55URE TREATED " 4. PLATE WASHERS TO BE WITHIN I/2 OF PLY5IDE OF , AFFECTED. ®6 O.G. (COMMON, BOX OR SINKER) 7. 2X6 .STUDS 20 NONBEARING DF#2 OR BETTER. v p '1. NO STRUCTURAL MEMBERS SHALL BE GUT NOTCHED OR OTHERWISE PENETRATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. SILL PLATE FOR ALL ANCHOR BOLTS. Lu UNLESS SPEGIFIGALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE OUT OR NOTCHED UNLE55 SPECIFICALLY NOTED 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000` RADIUS. OR DETAILED OR 15 IN ACCORDANCE WITH THE GBG. A SYSTEM THESE DRAWINGS. W LL 5TE STRENGTH 260 PLF SEISMIC B 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS .INDICATED ON , 365. PLF WIND EXCEPT WHEN LEDGERED. 11. PARALLEL STRAND LUMBER PSL ANY OF THESE DRAWINGS. (PSL) _ .1 7. GROSS. BRIDGING SHALL BE PROVIDED AT 8 O.G. FOR DIMENSIONED FLOOR JOIST. 3 8 STRUCTURAL OD - - - 11. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL / L WO PANELS (BLOCKED) Fb-21100 PSI Fv-2110 PSI E -2.0X10 6 PSI 7 - ENGINEER FOR ANY NEEDED CLARIFICATIONS. .OVER 10 IN DEPTH. GRO55 BRIDGING SHALL BE PROVIDED AT 10 O.G. FOR II. _ KN R N DIMENSIONED ROOF RAFTERS OVER 10 IN DEPTH. USE SOLID BLOC I G O A 10. STAIRS. RISE 4 MINIMUM TO 7.0 .MAXIMUM RUN II MINIMUM HEADROOM &'-W MINIMUM NAILING. ad (COMMON OR HOT DIPPED GALVANIZED) 10. LAMINATED STRAND LUMBER LVL WIDTH 36 MINIMUM PER GBG. APPROVED. METAL TYPE BRIDGING. ( ) 8. ALL NAILING TO BE PER GBG TABLE 2304.11.1 UNLE55 OTHERWISE NOTED. Fb-2800 P51 Fv-285 P51 E -1.8X10 6 PSI 11. UNENCLOSED FLOOR AND ROOF. OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, � 6 O.G. ®EDGES „ II 11. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR TYi� I GAL. SRAM 11\iC� NOTES 1 1 LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30 ABOVE 12 O.G. m FIELD WHEN ATTAGHINO (2) LVL'S TOGETHER USE (4) Ibd s ®12 O.G. OR (3) MORE SPANS WITH FACE GRAIN PERPENDICULAR TO 5UPPORT5. 5TAOER ALL PLYWOOD - GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG.. L SD525312 ®24" O.G. WHEN ATTACHING 3 LVL'5 TOGETHER USE SAME PANELS A MINIMUM OF 4 O L L 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34 TO 55".ABOVE TREAD L M M I/2 � ANCHOR BOLT SPACING 32 W/ 2X P.T. SILL PATTER AS ABOVE BOTH SIDES. PER GBG. iO. FRAMI G CONTRACTOR SHALL PROVIDE BA KING AS REQUIRED FOR ALL LIGHT . ALL HEADERS ® INTERIOR BEARING WALLS ..:. Lu FIXTURES CABINETS WARDROBES TOWEL BARS HANDRAILS ETC. AS REQUIRED AND 51MP50N A55 SHEAR 13. PROVIDE ATTIC AGGE55 FOR ALL ATTIC AREAS WITH 30 OR MORE IN HEIGHT, MIN. TRANSFER ®27 O.O. 4 EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. �� �� �� �� REQUESTED BY THE GENERAL CONTRACTOR. SILL SHEAR TRANSFER NAILING Ibd II. ROOF PLY TO BE I/2 GDX (32/16) OR OSB STAGGER JOINTS 4 RUN , AGGE55 SIZE IS 22 X30 OR 30 X30 WITH WALK, PLATFORM, AND LIGHT IF FAU 15 IN II. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE I I ATTIC. ®4 O.G. (COMMON, BOX OR SINKER) PERPENDICULAR TO ROOF FRAMING. NAIL WITH Sd 5 6 O.C. ®EDGES Lu „ 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS INSTALLED A MINIMUM OF 6 ABOVE EXPOSED EARTH AND AT LEAST I ABOVE SLAB II 14. PROVIDE .INSPECTION IN ACCORDANCE WITH GBG SECTION 108. AND BOUNDARY 12 O.G. FIELD UNO. 14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT. ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH AND BEAMS SHALL BE NAILED TOGETHER NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING WALL SYSTEM STRENGTH. 380 PLF SEISMIC WITH 2 ROWS I bd'S ®12" O.G. „ 12. FLOOR PLY. TO BE 3 4" T G 48 24 OR EQUIVA E OSB TAGG R D ESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8 ABOVE G 532 PLF. WIND / / ( / ) L NT 5 E GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO _ 3. WHERE RAKED WALLS OGGUR ALL STUDS JOINTS i$ RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN 1. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: CONCRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLE55 3/8 STRUCTURAL WOOD PANELS (BLOCKED) WITH Sd 5 O.C. ® EDGE5 AND BOUNDARY 12 O.C. FIELD UNO. SHALL BE BALLOON FRAMED TO BOTTOM _ I.I. SEISMIC NOTED OTHERWISE.' CORD OF .TRUSS RAFTER, IMPORTANCE FACTOR: ' 1 P P IN NAILING. 5d COMMON OR HOT DIPPED V TE ROOF SHEATHING -SEISMIC R 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS U TO 36 ( GAL ANIZED) OR CEILING JOIST. MAPPED SPECTRAL RESPONSE ACCELERATIONS: 5s = 0.551, 51 = 0.2611 _ WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN -SEISMIC 51TE CLA55: D WID R N 4" O.G. ® EDGES TH. USE A 4X6 HEADS FOR OPENINGS GREATER THAN 6. _ _ _ „ RAFTER SGi��DUL.� SEISMIC RE5PONSE COEFFICIENTS: SD5 = 0.517, SDI 0.334, Gs - 0.080 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED 12 O.G. a FIELD 4. PROVIDE 50LID BLOCKING IN FLOOR CAVITY -SEISMIC DESIGN CATEGORY: D WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRU55 OR RAFTER. UNDER STRUCTURAL POSTS. PROVIDE COMP. 30 LB SNOW -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. 1/2"(P ANCHOR BOLT 5PAGIN5 21" W/ 2X P.T. SILL MATCHING P05T5 EXTENDING TO RESPONSE MODIFICATION FACTOR: R 6.5 I5. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A307 MACHINE BOLTS UNLE55 # ROOFING - II SUPPORTING BEAM OR FOUNDATION BELOW.. MEMBER DF 2 MAX. � OW. MAX A O ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROCEDURE OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST 51MP50N A35 SHEAR TRANSFER ® 12 O.G. LL LL W. A 1.2. WIND. EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WSHEAR CONSTRUCTION BY THE SILL R TR NSFER NAILING 16d SPAN. SPAN. - " II 5. ALL METAL HARDWARE NOTED ON THE WIND SPEED. 110 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16"SMALLER @ 3 O.G. (COMMON, BOX OR SINKER) 1.3. -WIND EXPOSURE: G THAN THE BOLT DIAMETER.�� p PLANS ARE PRODUCTS OF SIMP50N COMMON RAFTERS W CEI L I NO .1015T5 4 G 1.4. LIVE LOADS 16. HOLES FOR LASCREW 1_11 SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE STRONG -TIE COMPANY, INC. OR EQUAL. CALIFORNIA OVERFRAMINO RAFTERS. x..< -ROOF CONSTRUCTION LOAD: 20 P5F SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 7051; OF THE SHANK W 7 ALL SYSTEM STRENGTH: 4110 PLF SEISMIC 2X4 ® 24" O.G. '-3" b'-0" () v -RESIDENTIAL FLOOR LOAD: 40 P5F DIAMETER. A5F_f= NOTE 1 685 PLF WIND 6. RAFTERS SHALL BE NAILED TO ADJACENT _ 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT 2X6 ®24.1 O.G. IlI_ 6„ 11 q CEILING JOISTS TO FORM A CONTINUOUS TIE. SITE WORK AND FOUNDATION: OR LAG SCREW HEADS THAT BEAR ON WOOD. 3/8" 5TRUGTURAL WOOD PANELS (BLOCKED) " 11 II TO OF THE WHERE RAFTERS ARE NOT PARALLEL TO 2X8 ®24 O.G. 14 a II 6 I.D. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES 75 N _ II ,_ II JOISTS, RAFTERS SHALL BE TIED TO MIN. 2X10 ® 24 O.G. IS O 14 3 I. FOUNDATION SOIL SHALL. BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) � THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE Int. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS IX4 GROSS TIES AT 48" O.C. MAX.2X12. ® 24" O.G.. :211-011 I(ol-bil SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TE5TING AGENCY SHALL BE BETWEEN Ti STORIES AND ROOF ATTIC, SPACES. FIRE BLOCKS SHALL BE OF 211 3 O.G. m EDGES PROVIDED. NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 12" O.G. m FIELD 7. WHERE GIRDER TRUSS OCCURS PROVIDE 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DE510N 15 BASED ON LOCAL 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO FULL BEARING SUPPORT USING BUILT-UP 2X GE I L. I I O JOIST SGI�ED D. JURISDICTION ALLOWABLE LOADS AND. RECOMMENDATIONS. FOUNDATION UNLE55 OTHERWISE NOTED. 1/2"(P ANCHOR BOLT 5PAGING IS W/ 2X P.T. SILL � - 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR 21. ALL WALL5 ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID 5/1 ANCHOR BOLT 5PAGIN5 24 11 P.T. SILL STUDS OR 4X POST, UNLE55 NOTED cn II OTHERWISE v A MINIMUM OF 10. BLOCKING, UNLE55 NOTED OTHERWISE. SIMPSON A35 SHEAR TRANSFER ®11 O.C.: 2X4 ®16" D.G. DF#2 MAX. SPAN _ II' -O" - 4 NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON-5HEAR WALL5 WITH SHEAR WALL5 SILL SHEAR TRANSFER NAILING 2 ROWS # _ O 2X4 ®24 O.G. DF 2 MAX. SPAN 11 3 (� EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. 16d m 4" O.G. (COMMON, BOX OR SINKER) 8. AT CALIFORNIA OVERFRAMING THE LOWER BOTTOM OUTSIDE CORNER OF ANY FOOTING. 23. PROVIDE SOLID BLOGKINO BETWEEN JOISTS AT BEARING WALL5 AND AT SHEAR WALL5. ROOF SHEATHING SHALL BE CONTINUOUS 2X6 ® I6 O.G. DF#2 MAX. SPAN = 16'-11" 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS " " 2X6 ® 24" O.G. DF#2 MAX SP EXCEPT WHERE 22 X30 AGGE55 IS REQ D. AN 13 6 OF MANUFACTURED 1 -JOISTS. l(� METER LOCATION. WALL SYSTEM STRENGTH. 665 PLF SEISMIC V ,� 1 II 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE # _ _ 5EE NOTE I 1130 WIND 2X8 ®I6 O.G. DF 2 MAX. SPAN 21 O 11. ALL FASTENERS PENITRATING PRESSURE 11 CONCRETE:` GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 2X8 ®24 O.G. DF#2 MAX. SPAN - IT -5"O O - -i- 26. FOR GLUE LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED 3/8 STRUCTURAL WOOD PANELS (BLOCKED) TREATED LUMBER TO BE HOT DIPPED I1 _ L THE MINIMUM GOMPRE551VE STRENGTH AT 28 DAYS SHALL BE 3000. PSI PER GBG. FABRICATOR 5 SHOP IN ACCORDANCE WITH GBG 1701.7 (2) SIDES GALVANIZED. 2X10 ®I6 O.G. DF#2 MAX. SPAN - 25'-511tl RD - BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD II J-1.-1 m m 2. ALL GEMENT USED SHALL CONFORM TO ASTM G 150 STANDARDS. 27. GLUE LAMINATED E 2X10 ®24 O.G. DF#2 MAX. SPAN - 21 6 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2 BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH NAILING: IOd (COMMON OR HOT DIPPED GALVANIZED Z � LIS r i" OF STEM WALL AND 3 G" EAR ABOVE BOTTOM OF ,THE FOOTING AND AT IS O.G. THE GBG 1704.6.2. • - t- r - MAXIMUM Bi MAXIMUM HORIZONTAL 5PAGIN5. 3 O.G. ®EDGES - 050 5 AB5 UNDER LIVING MANUFACTURED WOOD TRU55. 11 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5 THICK PER L 12 O.G. ®FIELD < O O AREAS AND IN GARAGE SHALL BE REINFORCED WITH RE I NFORC I NG BAR OR WIRE , o( <mm MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL I. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL IGBO RESEARCH 1/2"(P ANCHOR P " / BOLT. 5 AGING 22 W/ 3X P.T. SILL. � W LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. REPORTS.11 >� 5/8 � ANCHOR BOLT 5PAGIN5 2411 IN/ 3X P.T. SILL �- 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM 0-33 FOR STANDARD 2. INCREASES 1N ALLOWABLE 5TRE55E5 FOR A55EMBLIE5 OF REPETITIVE FRAMING SHALL�y 51MPSON A35 SHEAR TRANSFER ®7 O.G. � WEIGHT CONCRETE AND5 ASTM 0-330 FOR LIGHT WEIGHT CONCRETE. NOT BE ALLOWED. SILL SHEAR TRANSFER NAILING 2 ROWS •PM4 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRU55E5 MUST BE DESIGNED TO 16d ®3 11 O.G. (COMMON, BOX OR SINKER) , \ THAN THREE PARTS SAND. TRANSMIT DIRECT AXIAL WALL LOADS. � v 7. CONCRETE SHALL BE OURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN 4. PROVIDE TRU55 DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND �/ 6 APPROVED CURING COMPOUND. HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON D_ u- 5. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR ALL PAGES. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 5. INSTALL TRU55ES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. r 11. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPAN51ON JOINTS SCORING ETC. 6. ALL GABLE END TRU55ES SHALL BE STRUCTURAL TRU55E5 WITH INFILL. i O FOR CONCRETE WALKS SLABS AND OTHER FLAT WORK. 7. ALL LATERAL WEB BRACING IS REQUIRED TO TERMINATE AT AN EXTERIOR BEARING 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4 SLUMP PER ASTM WALL. A 5 55 0-154. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM 8. DO NOT ATTACH TRUSSES TO NONBEARING W LL UNLE55 U SI G N SIMPSON STC, CLIPS, 0-150. TYPE I OR 2. UNLE55 NOTED OTHERWISE ON PLAN. RIF SITE DIMENSIONS TO TH05E OF 11. IT 15 THE CONTRACTORS RESPONS B I L I TY TO VERIFY ,, \\ REINFORGINO STEEL: THE TRU55 CALCULATIONS PRIOR TO ORDERING TRU55E5 FOR THE PROJECT. V 1. 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 INE DED EIRE FABRIC I5 TO BE ASTM A185 WITH APPING OF 1 12 AND LARGER. L L / Ess/ SPACES. , P• h 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. y , 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. Q o 0 D -r 4. ALL BENDS SHALL BE MADE GOLD. 06/30/18 � 5. SPL I G I NG OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24 - CIVI H GH EVER 15 GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF of W I cA 40 BAR DIAMETERS OR 24„ WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO WET SETTING WILL BE ALLOWED. RANCHO ENG. JOB: 1-7-055 ANCHOR BOLTS: RA N D W BY FAS I. TYPICAL` SIZE AND 5PAGING SHALL BE 1/2 (P WITH A MINIMUM OFT' EMBED INTO THE c�4 PERMIT FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR 51NOLE BUTTE COUNTY DEVELOPMENT SERVICES GKD.BY: JPH STORY AND 48" O.G. MAX FOR TWO STORY BU I LD I NG5. 1. 11 1, REVIEWED FOR 2. PLATE WASHERS A MINIMUM 51ZE OF 3X3 X0.2211 SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WCODE COIi PLIANCALL AT DATE: 07/16/I-1 ALL HOUSE AND GW ARAGE PERIMETER ALL5 AND AT ALL INTERIOR SHEAR WALLS. DATE BY---T-- 4. Y4. FOUNDATION SILL AT INTERIOR NON-5HEAR WALL5 MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD REI�ISION: O R A " DIAMETER AND WASHE AND A UM M i N I M OF 2.5 LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH DRAWING NUMBER END, OR Ti BOLTS BETWEEN HOLDOWN5. 6. A5 A REPAIR FOR MISPLACED OR M1551NO 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 DISTANCE OF 25". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. MIN ) AR AT A I. VERT B ALL I. INSIDE SLEEVE �� I. 2X FRAMING OR }.Q 7� O to � 0. .� _ _ } z Z W two � CORNERS AND + DIA. 15 PIPE DIA. I _ POST AS REQUIRED N a z cA 4 tn Q -a N - -_� E- WW � d w d d F7�+ x EN D � INTERSECTION 8END5. MIN. 2. NO PENETRATION FOR HOEDOWN 5EE � PLAN J z IL H w - DC to DL Q 0. O 9 z O 4 w = _ O to w-O�� z Qw v Q �- z W to z � � � -6 O _ Q -6 N ,C( �� �� 2. (2) VERT BARS AT END OF WALLS. I 6 �� ALLOWED WITH IN BOTTOM I/3 OF FTG. 2. PLY. SEE PLAN t(1 � z � Q O w V z = E- 3 O } z QL - O w - z - w � 1-- 4 � QC z D/ J � O u.. � _ } V O o �� 180 D �� (V D� - FOR REG2UIREMENT5. w E- Q w w Q W L W W E- d It p 0 �- � _ TYP. o C o Clo q0 135 _ - - III- -III 3. DEEPEN FOOTING IF PIPE IS TO U 3. 2X WALL _ z � uz 0. Q _ O � - _ w V � z tD _ tD � to w z 0. _ � z Q zH0. 3 OV Q MIN. IN51DE MIN. INSIDE - -I I- I i i BELOW BOTTOM OF D/5 L/3 MI N D FRAMING.' O _ [A 4 w to � z � 0 -to H w Q w tTl v� � �� �� �� �� BEND + FOOTING. MAX Q Qu� w N � V -� w N z d to 3 V BAR SIZE BEND D BAR SIZE D =G R. SPAN MIN. L L 4. 2X FLOOR v z E VON N W z WW �4 Qz- #3 - #8 bd #3 - #5 4d - 4. NO EXCAVATION ALLOWED BELOW N FRAMING, REFER TO MANUFACTURES z z E- Q 0. Q OC Z tt1 <0a WDLO O u� tD W i # # _ # #q 11 ad 6 8 6d • HIS INE. T L � I p RECOMMENDATIONS d d #14 t #18 IOd TYPICAL STIRRUPS $ TIES 1 + IL ® l 3D MAX. _ Q FOR MANUFACTURED BAR HOOKS STANDARD5 1 5. 4 MIN BELOW BOT. OF FLOOR JOIST. PRODUCTS. AND BENDS FOR CONCRETE: 3 2 -O MIN. FOUNDATION... ;D L AP 30 BAR �� 24 MIN. U.O.N_ ANGLE 6 . D/4 OR 6 FOR G.M.U.. 6. 6 MIN COVER BELOW PIPE SLEEVE. z MAX. x , O 1 �- LAP. 48 BAR (P, CORNER ELEVATION SECTION 3 - U.O.N. SINGLE CURTAIN PLAN SECTIONS I� I6 a MIN. TIE WIRE 9 • '0.4xD1 MAX. • DI Q TYF. H00K5 I$ BENDS N- ' I II O 3 2 MIN. I. 2X BLOCKING AS REQ D FOR PLY EDGE .NAILING. 2 MIN. 2. ANCHOR BOLTS SEE PLAN. 3. DOUBLE 2X TOP PLATE WITH 4'-0" TYfi�. CONCRETE V�IALL 2 TY�'.' PIPE PENETRATION 3 TYi�. GORNR/NOTCES/HOL.ES 4 MIN SPLICE. 14) Ibd ( SINKERS REQUIRED EACH SIDE OF 7 LOWER AND UPPER SPLICE OR PLATE BREAK. REG2 D . I. ROOF PLY. PLATE SPLICES GES MUST L H MINIMUM OGGUR WIT A A XT. AND INT. ALL SHEAR WALL LINES. - I. DOUBLE 2X , FRAM I NO OR 4x I e o tie d I. DOUBLE 2X FRAMING OR 4x 2. MANUFACTURED Lu �� - N OF 4 O SEPARATION 4. HEADER SEE PLAN. I _ 0 POST FOR HOEDOWN _ � a 6 o POST FOR HOLDOWN. I TRU55. 5. 2X 5TUID5 a I6 O.G. TVP. o 4 0 2 P.T. TREATED SILL PLATE O 5 E.N. 2. P.T. SILL PLATE 3. 2X BLOCKING W/ 6. (2) TRIMMERS (� E.N. 3. ANCHOR BOLT W/ 3. ANCHOR BOLT W/ 3X3X.22q PLATE (2) Sd TO TRUSS EA. END � REG2'D � OPENINGS 8 �� OR LARGER. 5 3X3X.22q PLATE WASHER, SEE SHEAR q II WASHER, SEE SHEAR SCHEDULE FOR SIZE v 5 -O -T. STUDS O SCHEDULE FOR 51 ZE AND SPACING. SIMP I A 4. SON H E (2) (2) KING AND SPAG I NG. 4. 51 MP50N HDU TRU55 EO' a OP NI NOS R D E �_ �� 4. SIMP50N HDU E.N. � 6 6 O OR LARGER. HOLDOWN SEE PLAN HOEDOWN, SEE PLAN 5. DOUBLE TOP (Z/ 8. (2) SILLS REQ D I - oil OPENINGS 6 O OR E.N. FOR 51ZE AND FOR .SIZE AND LOCATION. L PLATES Q LARGER. LOCATION. 5. FLOOR JOIST 5EE 5. FLOOR J015T 5EE 5 6. 2X STUDS 16 �� V U ll-�- h H I q. 2X SILL PLATE • • . 7 PLAN. d PLAN. O.C. . IIHI A I P.T.D.F6. 6. FLOOR PLY SEE o FLOOR PLY SEE PLAN. 7 • a PLAN. # BAR �. (I) 4 RE 6 (I STORY) � .� 8 (2 STORY) - '1 I #4 REBAR O �. SHEAR PLY A5 REQ D - t� V 6 (I STORY) �� -` 8 (2 STORY) v y�- tY ))y � WITHIN SHEAR GONE OF A.B. S, (I) #4 REBAR TOP $ BOT � a }- � IY v ---- O . • . yy,� E- d In Qd �c � -_ WITHIN SHEAR GONE , OF A.B. S I #4 , O REBAR TOP ff BOT U.N.O. SEE SHEAR WALL SCHEDULE FOR PLY. NAILING. ' - SLI � Q •. O -_ a . d � &. SHEAR PLY. PER PLANS. _ .. � 8. SHEAR PLY. PER 8. EDGE NAILING w V � a .:0 �ry •a _ - _ � dJ - - ,� 12 (I STORY) �� 15 (2 STORY) q. SIMPSON GNW � ALLTHREAD EXTENTION. 10. SILL NAILING PER SHEAR SCHEDULE. _ - N - -d; 12 (I STORY) 15 (2 STORY) PLANS. q. SILL NAILING PER SHEAR SCHEDULE. 10. BLK'O a 48" O.C.O I I . SIMPSON CNN ff ALLTHREAD is - � O O � •� O t- r , m � m W d1 1- >- _ TYi= I GAL hIALL 1=RAM I N�7 rJ" 1. SHEAR FLY. MATCH WALLS AT ENDS OF HEADER. EXTENTION. • - 1- r- Q cQ d1 2. HEADER SEE W jY PLAN. 5.2X BLOCKING W !f� 4. M5T2-1 3X ~ ' ' • TRIMMER TO HEADER. 0 13 • SMEAR/�IOLDOV�IN CONN. � FOUNDATION 6 5HEAR MOL.DOM CONN. © FOUNDATION � 7 SMEAR CONN. © EA\/E 8 � •. •° 5.2x .STUD. � � O x • 6.1/2"0 A.B. (2) MIN. s 6 Q- 1L 1. ROOF PLY./ . . 1. HOLDOWN SEE PLAN. - 2. ROOF FRAMING PER PLAN. I- � � 1- .. .. .. .. ' • . - . • I S.51LL PLATE. q. SLAB ON GRADE. I. ROOF PLY. 3. 2X BLOCKING W/ (2) 8d s TO � O • • ,o• ,0 O.5EE FOUNDATION PLAN 2. MANUFACTURED I RAFTER ®E?�. END -� - , • . ' FOR SIZE AND TRU55 0R FRAMING PER 4. 51MP50N A35 o .o REINFORGINO. PLAN. BLK TO TOP PLATE @ 24" O.G. 3. 2X BLOCKING 5. DOUBLE TOP .. 7 W/ (2) Sd TO PLATES .. TRU55 � EA. END 6. SHEAR PLY AS REOID SEE E 5. CALIFORNIA SHEAR WALL o OVER FRAMING 4 SCHEDULE FOR PLY. NAILING. o ¢ o RAFTER 5EE SPAN ON 5 �. 2X STUDS ©I6" � . 06/30118SCHEDULE .. .. SHEET SI FOR SIZING. O.G. 8. EDGE NAILING � y civic N 'F aF CAL` 5 7 .. SLAB REINFORCEMENT 6. MIN. (2) 2X4 .. TOB 3 0 32�� # O.G. EA VALLEY NAILERS RANCHO ENO. JOB: 1 -088 WAY. TYP SLAB TO BE • L ATTACH TO DRAWN BY: FAS -� 4 O/ 6 MIL VAPOR .. FRAMING BELOW BARIOR 0/ 4" GLEAN, W/ (2) 16D 5 TO • ROCK. FULLY- SHEATH. TRUSSES EACH MEMBER. 01<17.51TI: JFH a .. UNDER CALIF FRAMING AND EDGE NAIL e EAVE 7. EDGE NAILING i�lC� CA e� P��ivIITN�..._ BLOCKS A 22 I/2 X 30 " BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR • DATE.. O'7/16/I•i - -9- - - . - - a . d d d. OPENING 15 ACCEPTABLE FOR ATTIC ACCESS. COD CO�PLIANC REVISION: O .Q r` BY A d d d a . .' • . .. DR,4WINC NUMBER d Q p c , ,PORTAL FRAME��M � �r � � �� CALIFORNIA OVER FRAM I NC 10 INTERIOR SHEAR TRANSI=ER