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HomeMy WebLinkAboutB16-0168 039-240-012 (2)EXISTINO AT �A'y . ! � I \ / I \ Z// I� ( / REMOVE EXISTING I \ l \ / \ � TREE REa�, ,0'YIE EXISTING 5TEP.-., A5 NEEDED TO INSTAL NEW 57EP5 A r? LANDINO I''ER FLOOR PLAN REMOVE\ It+1,VE SALVAOE (E) WDW5. �_ / �� \ \ EXISTING/ \ R. E-jc- 3E PER FLOOR FLAN TREE TE ! (E) HB / ! RELOGATE/EXTEND EX15TINO ELECTRICAL (E) AND PLUMINr SYSTEMS ( 0 REMOVE (I EXISTING A5 NEEDED. i - \ SHRUB (E) G.U. IvX15O O : DOO1_IDiNO----�!- i RELOCATE PATDOOR TO I � EXISTING A/G \1 / G.U. PER FLAN \ \ REMOVE EXISTING GONG. \ WALK WAY AS 5HOWN EXISTING REMOVE 4 SALVAGE I FIRE PLACE (E) WDWS. REUSE PER I FLOOR PLAN _I I 'I SHORE AS REQUIRED �I WHERE WALL REMOVAL OCCURS, TYPICAL REMAIN (E) G.O. I I I I �' -- ---- --- - - - -(E) 5.5.- F -=P .5.- - <\ _-EX REMAININO REE I ❑ID EXISTING NDN. (� TO REMAIN- I FLR. gWr Vy D E M O L I T I O N L E END r�) u r h O m Complete construction Post Debris Recovery final report and V.O.C. documentation and BUTTE submit to Building Division prior to final COUNTY buildin¢ inspection JAN 2 6 2016 (E) EX15T1 NO (� REMOVE (E) WALL FRAM I NO (R)(E) GON5TRUCTION PLA N DEVELOPMENT SERVIC9E//S PERM!"' B 1T-iE CCU i'YftiDi f.1T SL ?VISES Av D a y t o n JOB SITE ADDRESS: JOB SITE PARCEL NUMBER: PROPERTY OWNER: USE 4 OCCUPANCY: TYPE OF GON5TRUGTI0N: 2-78ti DURHAM DA)"TON 03a-240-012 MATTHEW s .EV`A-L15 SOUTHAM RESIDENTIAL GROUP R-5 TYPE V -B C oVERN I NO 001:;1E5 : UNLESS OTHERWISE NOTED, THESE PLANS SHALL MEET THE 5TAN1:)ARDS AND REG2UIREMENT5 OF THE CALIFORNIA BUILDINO 5TANDARD5 CODE FOUND IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 24:: PART 2, KNOWN AS THE 2015 CALIFORNIA BUILDINO CODE (C15�•) PART 2.5 KNOWN AS THE 2015 CALIFORNIA RESIDENTIAL CODE (CRC) PART 5, KNOWN AS THE 2015 CALIFORNIA ELECTRICAL GODS (GEC) PART 4, KNOWN AS THE 2013 CALIFORNIA MECHANIGAL GODS (GM10) PART 5, KNOWN AS THE 2015 CALIFORNIA PLUMBINO GODS (CPG) PART 6, KNOWN AS THEW 2015 CALIFORNIA ENERGY CODE, ANr7) ENERGY COMMISSION STANDARDS (CEGB) PART 11 KNOWN AS THE 2015 CALIFORNIA GREEN )BUILDING 5TANt:)ARDS CODE (GGBSG) ❑ - ❑ A• � 5GOPE OF VAORK: THIS PROJECT WILL BE A LIVING ROOM, BEDROOM EXPANSION (THE LIVI'SO I" 00t�i , 15 PROJECT) AND BEDROOM ARE EXISTING; NO NEW BEDROOMS WILL BE ADDED IN TH WORK WILL INCLUDE MEGHANIGAL DIGTWORK EXTENSION A?vL'� RELOCATION OF THE EXISTING CONDENSING UNIT, CARPENTRY RDUC�H FRAMING, ELECTRICAL, GON%RETE ti FOUNDATION, ROOFING AND ROOF FRAMING AND MINIMA! PLUM131N S. t. f I RE SPR I NfKLER5 : FIRE SPRINKLER5 WILL NOT BE PART OF THE 5GOPE OF WORK. FOR TH15 FFZOJ`.�CT. THIS HOME DOES NOT CONTAIN AN EXISTING FIRE 5PRiNKLER 5YSTBM. N 0') N 0) I-�-f 0 LO r ,!q O coC O O XZ0- COD cv 001111MON C:innewmiiiii O G ti - U Q vi 0 i `'6_ ai U O -0 GY z I❑ co dam' --�-; f I RE SPR I NfKLER5 : FIRE SPRINKLER5 WILL NOT BE PART OF THE 5GOPE OF WORK. FOR TH15 FFZOJ`.�CT. THIS HOME DOES NOT CONTAIN AN EXISTING FIRE 5PRiNKLER 5YSTBM. Date b-2O—I5 L ❑° SHEET F i LdI 6 & Si,S2 I-�-f 0 �+ `� •� O Date b-2O—I5 L ❑° SHEET F i LdI 6 & Si,S2 0 �+ `� •� O G Q U mm `'6_ co GY I� Date b-2O—I5 L ❑° SHEET F i LdI 6 & Si,S2 =PLACE ENTIRE NLK FROM GARAGE POOL PATIO. ,, NER TO 5PECIFY N 15H. ,!T# og - D) b g BUTTE COUNTY MELOPMENT SERVICES R � E- ED FOR CODS. ,'' i (J`( aIANC� = AREA EXI5TINC LIViNC 5IOI 50. FT. NEVI LIVING 6!54 CO. FT. �Z' N T— G) G) m N O') O co C Coon s 0- - � l 40- 0U 0 V L O cd v cd U O Q L ' C� G 41) -^� Q d Q �Z' 0 � l V L cd O cd Q Uco ' � Q Q r r t: T� Date 8-20-15 TOTAL NEN 50. FOOTAG;v: 5155 50. FT. < ..r F LEGEND s ❑ NALL '` ,: SHEET t EXISTINO NALL5Adw Lj of 6 &. Sl,S2 IN -:TALL " 5EA'LESS FASCIA CUTER ol 2X FASCIA TO '.-°A7CH EXIST. 5EE ROOF SEE ROOF PLAN R-3�5 ATTIC !N5UL. 1/2" GYPSUM (GLC. 15D) GSC. 1/2" 0YF5U1.-1 50ARD WA -L5 - 2 X 6 EXTER!OR WALL STUDS 16" O.G. (211<4 INTEP`:OR�) SEE FOUNDATION PLAN— -i GONG. TILE ROOF o/ 30# FELT o/ y2" CDX OR OSB. W 8d'S a 6", 12" O.G. SEE ROOF PLAN 1 FOUNDATION P R-Icl !NSUL. AT EXT. WALLS $ FLOORS G T I O N A �E UNDER AGCE55 U.F. AREAS ! e>" X 24" 0. RVI -ES R ❑ r— ❑ N r N 07 O Lo O n Ct3 L p 4-- U vi 0 'S U O 70 L CC:3 Z .it co ❑ G �4 N 0 cf) 7 ❑ ❑ Date i ❑ ❑ SHEET AsMom MR ffil 29 6 & S1,S2 Li _ �_— 0 1/411=11_ol, F O U N D A T 1 O N F L_A_N_ cd � O O 0 co 0 cd � Q Q L 7 ❑ ❑ Date i ❑ ❑ SHEET AsMom MR ffil 29 6 & S1,S2 Li _ �_— 0 1/411=11_ol, F O U N D A T 1 O N F L_A_N_ ROOD PLAN 31) 5:12. SE iYIG THAN A +ND .H ❑ ❑ 1- ofe F_t'TA4�''tJTs�SE�T'lw�� I } �... pt Date I SHEET 71 CMA I CAILI f i i of 6 & Sl,S2 N � I 0) N m 0 co Lo ... epi+ DOD O a - co O U Eli0 Q U O 0 z M Lo d —' ❑ "'may 1- ofe F_t'TA4�''tJTs�SE�T'lw�� I } �... pt Date I SHEET 71 CMA I CAILI f i i of 6 & Sl,S2 0 a co "'may O O C" d Q r -T 1- ofe F_t'TA4�''tJTs�SE�T'lw�� I } �... pt Date I SHEET 71 CMA I CAILI f i i of 6 & Sl,S2 I-Ir�I VII L/FIJI II�V JIVVVV FINISH AND TRIM, TYPICAL 0U ISH 1� `I� T �-L-E' ll ice, i 10 I `� - - I /I � II � 11-011 ..l., 1;M..- xiiFaF"aF.Ygs+•"v^i�L:._'4NF.E7i16}i"^A .: - NEW DOOR FER. FLOOR, AN A -L 5- OUTH LLEVA71 ON �011 Ili: JF _ ❑ ❑ N P 1 N 0) LO O Ce) C Pam* O CoOD n CID (3 O U o 'S 0 a M Date I ❑ r---- ❑ SHEET of 6 & Sz,S2 0 ❑ a� U O >d Z LO 0 a M Date I ❑ r---- ❑ SHEET of 6 & Sz,S2 0 ❑ EXISTING GYP. F50. CEIL INO N' i� EX15Ti NG-- Gl`P. BD. CEILING NOrE, AT LEAST 5 Cf- THw TO T,u wATTAC.E SHALL 5E 1416H EFFICACY. HIaH LAMP QTY. FIXURE TYPE EFFICACY WATTAGE HIGH EFFICACY OR LOW EFFICACY WATTAGE WATTAOE FL!OFE5CE`dT CAIN Y=s 26 X 10 = 260 INCANr,,r_ SCLE'iT - NO — — "75 X 5 X = ----- — X = X = (COMPLIES if A ? B) TOTAL: A: 260 OR OR OR OR OR B: 225 225 The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50% to 80%. 2013 CCBC Section 4.506 ELEGTR 1 GAL, PLAN NOTES: I. ALL REGE55ED "CANT" LIGHTING SHALL BE HIGH EFFICACY. 2. ALL PENDANT LIOHTIiNG SHALL BE INCANDESCENT SWITCHED WITH DIMMER 5WITCHE5. 2. PROVIDE AND INSTALL SMOKE DETECTORS/ALARMS PER NOTATION BELOW: Additions, altercations, or repairs to group R occupancies. When the valuation of an addition, alteration, or repair to a group R occupancy exceeds $1,000 and a permit is rec(uired, or when one or more sleeping rooms are added or created In existing group R occupancies, smeoke detectors shall be. installed in accordance with the following: Location within dwelling units. In dwelling units, a detector shall be Installed In each sleeping room and at a point centraliy located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story and In dwellings with basements, a detector shall be Installed on each story and in the basement. In dwelling units where a story or basement is split into two or more levels, the smoke detector shall be Installed on the upper level, except that when the lower level contains a sleeping area, a detector shall be installed on each level. When sleeping rooms are on on upper level, the detector shall be placed at the ceiling of the upper level in close proximity to the stairway. In dwelling units where the ceiling height of a room open to the hallway serving Ithe bedrooms exceeds that of the hallway by 24 inches or more, smoke detectors shall be installed in the hallway and in the adjacent room. Detectors shall sound an alarm audible in all sleeping areas of the dwelling unit In which they are located. LOCATIONS: A. Centrally located in the hallway (if no hallway, the area adjacent to the bedroom door) giving access to the bedrooms. B. In any room that opens into the hallway that has a ceiling level, at any location, 24 inches higher than the lowest ceiling level of the hallway. G. On the ceiling In close proximity to the stalrway. D. On the lower level ceiling in close proximity to the stairway. E. In the sleeping rooms - One story house ........................ A, B, E COTAPLY VgT'N CALIFORNIA Second floor with bedrooms of a two story house .A, B, G, E ODE- ARTICLE 250 Second f loor without bedroom of a two story house ..........0 ELECTRICAL C F,EQUIREMENTS FOR GROUNDING First floor without bedroomf ofta twoostoryuhouse .. DA, B E G ......... AND BONDING Basement with no bedrooms ................. ....G I NEW GYP. BD. GLC. FLUSH w/ EXISTING CLO. MATCH /EXISTING FINISH. NEW L ICSHT, 5E -E ELECT. / PLAN, TY -F. (NEIN 5OFF'l i LINE Il I I +10'-4" I +Id' -O" CL &. I CLC. U NEW BOX BMS. AT KITCHEN GYP. BD. GLC. a 12'-0" FORMER OUTLINE of HOUSE EXISTING OYP. BD. GEILIN5 EXISTING GYP. BD. CEILING EX15TINO OYP. BD. GEILINO EXISTING GYP. BD. CEILING 11/4-11=11-0 __ P-.1. -LZ LL T �EILIN POWER SOURCE: Smoke detectors may be solely battery operated when Installed in the existing building. All smoke detectors are to be installed In accordance with the approved manufacturer's instructions. The above information is not intended to violate any manufacture's specifications or Instructions, but is to be used for interpretation of the Building Code. COMPLY WITH ALIFO fault CODE ART. 21a8 ground quired in all bathrooms protection shall be re , kitchen, laundry. utility & wet bar sinks, and exterior receptacles Y WH CALIF ARTICLE 410 '8 GOMCTRiCA W. CODETS R L1GHnN 1S RE EMEN C`0 -ONES CLOSE GORES 1N FIX PROVIDE SMOKE DETECTORSIALARMS AS REQUIRED BY 2013 CBC SECTION 907 AND 2013 CRC SECTION R314 PROVIDE CARBON MONOXIDE DETECTORSIALARMS AS REQUIRED BY 2013 CBG SECTION 420.6 AND 2013 CRC SECTION R315 accessible capabilltY to Provide readily disconnect(s)• circuit breaker(s), fuse(s),switch(eis) and their accessories require and defined in California as Electrical Code COMPLY WITH CALIFO1,'N!A ELECTRICAL CODE-ARTlCl�c 41030 & 314.27 (A&D) fixtures Lamp ho/dens c�receptac% Outlets sha//be secure/y supported complying with these CEC Antic%s Comp/y with California Electrical Code, Article 406.11 .A11 125 vo14 15 amp and 20 amp receotac/es specified in Art 210.52, in a dwelling unit sha// be tamper- resistant COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 210.12 Requirements For Arc - fault interrupter on all 120 volt 15 & 20 ampere branch circuits supplying outlets in dwelling unit That are not required to be GFIC Protected - Art210.8 Provide separate grounding conductor from main electric service panel to remote structures and remote subpanels CEC Art. 250.32(D) PROVIDE $ INSTALL StarSrand LED 5. ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DINING ROOM OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUIT INTERRUP T Ei^ (AFCI) PER CEC210.I2. 4. FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN & LB5. OR EXCEEDS I&" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 50REW SHELL OF A LAMP HOLDER PER 5EG.410.15 (a). OUTLET BOXES SHALL NOT BE USED AS THE 50LE SUPPORT FOR GE I L I N5 FANS PER 201 O SEG. 514.2-i (a $ d) 5 ALL NEW 125 VOLT, 51NOLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. &. REGE55ED FIXTURES INSTALLED IN INSULATED CEILIN05 ARE IGAT AND CERTIFIED ASTM E285 OR EQUIVALENT. INSTALLATION 15 AIRTIGHT (CAULKING, OA5KET5) ELEGTR1rwAL 5NT0'ME30L5 W 51NOLE POLE 5WITGH 3 THREE WAY SNITCH D RHF-05TAT 5WITGH WALL SCONCE DUPLEX REGEPT. F ---I 220\/ REGEPT. W CEILING MOUI 7ED PENDANT RECESSED GLC. FIXT. 0 LO WALL SCONCE o co F ---I H I OH -EFF I CAGY -----+ UNDER COUNTER XENON d i LIOHTINO. FIXTURE RELOCATE EX15TiNO GONDENSINO UNIT TO THIS LOCATION D-1 :220V 1,-15C. gz= N5TALL NE ^4 ELEG. A5 SHOWN AT (N) CONE;). UNIT LOCA T ION PERMIT #_ Of be RU3 C COUNTY DEV'1.OPi ,,lEtiTS .„VICES ccm,'4_� ❑ to - c �'" - QATE Q- - ZZ� -- EY i Date ❑ ❑ SHEET i it, Ll �4e Ida.� > -------s CRLIFd`'y`'�t3 II L G T ' I G A L F L® O ZF L A �-- ❑ of c S1,S2 ❑ —O N N 0 LO ` o co F ---I LSA d i O 0 - CIO O U II >O i 0 F Q 0 O .D 0 � Z wumww cY) LO .Cd ❑ t, PERMIT #_ Of be RU3 C COUNTY DEV'1.OPi ,,lEtiTS .„VICES ccm,'4_� ❑ to - c �'" - QATE Q- - ZZ� -- EY i Date ❑ ❑ SHEET i it, Ll �4e Ida.� > -------s CRLIFd`'y`'�t3 II L G T ' I G A L F L® O ZF L A �-- ❑ of c S1,S2 ❑ —O 0 F ---I 0 0 � 0 a� .Cd (D 0 Cd rT� Cd o:� Q r� Q P_ 0 �= f PERMIT #_ Of be RU3 C COUNTY DEV'1.OPi ,,lEtiTS .„VICES ccm,'4_� ❑ to - c �'" - QATE Q- - ZZ� -- EY i Date ❑ ❑ SHEET i it, Ll �4e Ida.� > -------s CRLIFd`'y`'�t3 II L G T ' I G A L F L® O ZF L A �-- ❑ of c S1,S2 ❑ —O GENERAL N0TE5: HOLDOWNS: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE I. ALL HOLDOWNS ARE SIMPSON STRONG -TIE OR EQUIVALENT. R CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWNS ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL 2. THE GONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING OUT51DE DIAh°fETER DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF ARCH. CONSTRUCTION AND SHALL PROVIDE ADEQUATE 5HORING AND BRACING DURING F.O.S. HOEDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. CONSTRUCTION. THE CONTRACTOR SHALL GO"^PLY WITH ALL APPLICABLE SAFETY 3 ALL HOEDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. ASSEMBLY REGULATIONS. FRAMING OPN'G.OPENING 5. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: CONSTRUCTION SHOWN ON PLAN. FOOT 01=1. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 5. ALL PREFABRICATED CONNECTING HARD1r1ARE SPECIFIED 15 SIMPSON PRODUCTS OR ORIG.ORIGINAL GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR BLOCK M0157JRE CONTENT OF I"!%. GAGE MAX LOADING. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR 6. THE CONTRACTOR SHALL COORDI�JATE THE WORK OF ALL TRADES AND SHALL GHECK GALV. GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. PLY. ALL DIMENSIONS. ANY DISGREFANGIE5 SHALL BE GALLED TO THE ATTENTION OF 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED BOTTOM RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK CLU -LAMINATED GANG -NAIL TRUSS ORIENTED STRAND BOARD (OSB). POUNDS PER 5OUAR - INCH AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED P57 DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED THESE DRAWINGS. a AT OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 8. PROVIDE OFENIN(:55, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, O J'�`TITIT'' ANY OF THESE DRAWINGS. CLR. EXCEPT WHEN LEDGERED. 151. DO NOT SCALE I, )RAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL 7. GRCSS-BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST r LINE` ENGINEr=R FOR ANY NEEDED GLARIFIGATIONS. CONCRETE MASONRY UNIT OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN II" MINIMUM; HEADROOM 6'-8" MINIMUM; DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN COL. WIDTH 56" MINIMUM FER CBG. HORIZ. APPROVED METAL TYPE BRIDGING. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, 8• ALL NAILING TO BE PER GBG TABLE 2504.(5[.1, UNLESS OTHERWISE NOTED. CONCRETE LANDINGS AND RAMPS, BA_GONIE5 OR PORCHES, WHICH ARE MORE THAN 30" ABOVE d PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR RE t 1FOR�.I NG0-; GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. CONN. MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD 12. FOUR STEPS OR MORE REQUiRE5 A CONTINUOUS HANDRAIL 34" TO 58" ABOVE TREAD �a PANELS A MINIMUM OF 4'. � NOSING PER GBG. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING A5 REQUIRED FOR ALL LIGHT Imo. PROVIDE ATTIC ACCESS FOR ALL ATTIC, AREAS WITH 50" OR MORE IN HEIGHT, MIN. REVISED, R.E`✓I�•ION FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC,. AS REQUIRED AND CONT. ACCE55 51ZE IS 22"X30" OR 50"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN REQUESTED BY THE GENERAL CONTRACTOR. RML ATTIC. II. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE 14. PROVIDE INSPECTION IN AGCORDA*NCE WITH GBG SECTION 108. INTERIOR INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB 14.1. NO SPECIAL INSPECTION REOUIRED FOR THIS PROJECT. DBL. ON METAL P05T BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH J.H. JOIST HANGER S.B. NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING DESIGN CRITERIA: DIAMETER ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE JOIST 5CHED. SCHEDULE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR P05TS ATTACHED DIRECTLY TO 1. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: JOINT CONCRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLESS 1. 1. SEISMIC: DIM. NOTED OTHERWISE. -SEISMIC IMPOR"rANGE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN -MAFPED SF'EGTRAL RESPONSE AGC.ELERATION5: Ss = 0.581, SI = 0.26q WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN LIGHT -SEISMIC 51TE CLASS: D WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. -SEiSMIG RESPONSE GOE-FFICIENTS: 5DS = 0.517, SDI = 0.334, Gs = 0.080 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED 51M. -SEISMIC DESIGN CATEGORY: D WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRU55 OR RAFTER. DEEP DRAWING -BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. SLAB ON 01,'A,%E -RESPONSE MODIFICATION FACTOR: R = 6.5 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS -ANALYSIS PROGEDURi=: EOUIVALENT STATIC FORGE PROCEDURE SPEC. OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST 1.2. WIND: "E" EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE MAX. -WIND SPEED: 110 MFH SO2. STD. NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER 1.3. -WIND EXPOSURE: G THAN THE BOLT DIAMETER. 1.4. LIVE LOADS 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE -ROOF CONSTRUCTION LOAD: 2.0 P5F SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK -RESIDENTIAL FLOOR LOAD: 40 FS -r- DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE WASHERS UNDER NUTS AND BOLT SITE WORK AND FOUNDATION_ OR LAG SCREW HEADS THAT BEAR ON WOOD. BY " 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE I. FOUNDATION 501L SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE Ici. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS SPECIAL INSPECTED AND A FAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOGK5 SHALL BE OF 2" FR0VIDED. NOMINAL THICKNESS. LOCATION OT FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 2. IF NO GEOTECHNICAL REPORT WA5 PROVIDED, DESIGN IS BASED ON LOCAL 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. FOUNDATION UNLE55 OTHERWISE NOTED. 5. GRADING SHALL BE PROVIDED TO AGGOMFLISH A 5% SLOPE AWAY FROM HOUSE FOR 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID A MINIMUM OF 10'. BLOCKING, UNLESS NOTED OTHERWI5E. 4. N0 UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. BOTTOM OUTSIDE CORNER OF ANY FOOTING. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 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 METER LOCATION. OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC, FRAMING ALL FRAMING SHALL COMPLY WITH THE GONGRETE: GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED I. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 2. ALL CEMENT USED SHALL CONFORM TO A5TM G-150 STANDARDS. 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD 5. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN AGGORDANCE WITH OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. THE GBG 1704.6.2. MAXIMUM HORIZONTAL SPACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 5.5" THICK PER GBG. SLAB5 UNDER LIVING MANUFACTURED WOOD TRUSS: ARE -A5 AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF- MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL 1. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL ICBO RESEARCH LIVING AREAS OR A5 R�'COMMENDED BY SOILS REPORT. REPORTS. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-55 FOR STANDARD 2. INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL WEIGHT CONCRETE ANDS ASTM G-5^0 FOR LIGHT WEIGHT CONCRETE. NOT BE ALLOWED. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE 5. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRUSSES MUST BE DESIGNED TO THAN THREE Pr" R75 SAND. TRANSMIT DIRECT AXIAL WALL LOADS. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN 4. PROVIDE TRJSS DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND APPROVED CURING GOMr�OUND. HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON a. REFER TO ARGHITEGTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR ALL PAGES. MISCELLANEOUS ITEMS TO EL CAST INTO GGNGFETE AND FLOOR DEPRESSIONS, ETC. 5. INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. cl. SEE ARGHITEGTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, 5CORING, ETC. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. FOR CONCRETE WALKS, SLABS, .AND OTHER FLAT WORK. 7. ALL LATERAL WEB BRACING 15 REQUIRED TO TERMINATE AT AN EXTERIOR BEARING 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM WALL. G -15z. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM 8. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLE55 USING SIMPSON STC, CLIPS, G-150 TYPE I OR 2. UNLESS NOTED OTHERWISE ON PLAN. ci. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY 51TE DIMENSIONS TO THOSE OF REINFORCING STEEL: THE TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. 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 A505. 3. ALL BARS SHALL BE GLEAN AND FREE OF 1-005E 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 IS GREATER. 51FLIGING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOL_T5: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" �) WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOL75 SHALL BE SPACED AT 72" O.G. MAX FOR 51NOLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"XO.22GI" SHALL BE USED ON EA. BOLT. 5. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAC>}r PERIMETER WALLS AND ,4T ALL INTERIOR 5HEAR WALLS. 4. FOUNDATION 51LL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNt CTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAME T i -R 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 5E7W1e-EN HOEDOWNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMPSON 5/81IX7" WEDGE -ALL ANCHOR.5 MAY BE USED. THS. ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE- WITH AN EDGE DISTANCE 07 2.5". INSTALL ANGHOR5 PER MANUFACTURES SFEC 1 F I GATI ONS. SHEAR BALL SCHEDULE WALL SYSTEM STRENGTH: 175 PLF SEISMIC, 175 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. EDGES 12" O.G. FIELD 1/2''0 ANCHOR BOLT SPAGING 72" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING I6d © 6" O.G. (COMMON, BOX OR SINKER) LN ALL SYSTEM STRENGTH: 260 PLF SEISMIC, I 260 PLF WIND 5/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (GOMMON OR HOT DIPPED GALVANIZED) 6" O.G. EDGES 12" O.G. FIELD 1/2"cP ANCHOR BOLT 5PAGING 48" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING 16d © 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 364 PLF SEISMIC G 511 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. EDGES 12" O.G. FIELD 1/2"cP ANCHOR BOLT SPAGING 24" W/ 2X P.T. SILL SILL SHEAR TRANSFER NAILING I6d 5" O.G. (COMMON, BOX OR SINKER) AWLL SYSTEM STRENGTH: 532 PLF SEISMIC, SEE NOTE 1 744 PLF WIND 5/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. © EDGES 12" O.G. @ FIELD 1/2"cP ANCHOR BOLT SPACING 16" W/ 2X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 24" W/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS I6d @ 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 686 PLF SEISMIC SEE NOTE 1 1i51: -i WIND 5/8" STRUCTURAL WOOD PANELS (BLOCKED) (2) SIDES NAILING: IOd (COMMON OR HOT DIPPED GALVANIZED) 3 O.G. @ EDGES 12" O.G. © FIELD 1/2 4') ANCHOR BOLT SPACING 13 W/ 2X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 18" V4/2X P.T. SILL SILL SHEAR TRANSFER NAILING (2) ROWS I6d @ 3" O.G. (COMMON, BOX OR SINKER) T)'P. SHEAF BALL NOTES I. FOR SHEAR WALL TYPES D a E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 5x MEMBER. NAILING TO 5x MEMBERS SHALL BE STAGGERED. 2. WHEN T-1-11 SIDING IS USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'5 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 3. 8d COMMON OR HOT DIPPED GALVANIZED NAILS TO BE (2 1/2" X 0.131") 4. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLY5IDE OF SILL PLATE FOR ALL ANCHOR BOLTS. T -'F I GAL TRAM I NO NOTES I. ALL HEADERS © INTERIOR BEARING WALLS & EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'5 @ 12" O.G. 3. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMPSON STRONG -TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 CRO55 TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X30" ACCESS IS REO'D. ci. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. T`rFIC®AL L[-J'i�5E O At7iES I. 2X, 4X BEAMS, HEADERS AND POST DF#2 OR BETTER. 2. 6X BEAMS, HEADERS AND 1`0::75 DF#I. OR BETTER. 5. 2X JOISTS A.ND RAFTERS Dr=#2 OR DETTER. 4. 2X STUDS 10' MAX HEIGHT IX #�-, OR DETTER. 5. 2X4 STUDS 14' NONBEARING DF=#2 OR BETTER. 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. 7. 2X6 STUDS 20' NONBEARING D7#2 OR BETTER. 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. cl. PARALLEL STRAND LUMBER (PSL) Fb=2ci00 PSI Fv=21:�O FS! E=2.OXIU�6 PSI 10. LAMINATED STRAND LUMBER (LVL) Fb=28O0 PSI Fv=2855 F51 1.��.X10~6 PSI WHEN ATTACHING (2) 1-VL'5 TOGETHER USE (4) 16d's @ 12" O.G. OR (5) SD525512 © 24" O.G. WHEN ATTACHING (3) LVL'S TOGETHER USE SAME PATTER AS ABOVE, BOTH SIDES. 11. ROOF PLY TO BE 1/2" CDX (32/16) OR OSB STAGGER JOINTS 4 RUN PERPENDICULAR TO ROOT- FRAMING. NAIL WITH 8d'5 6" O.G. C EDGES AND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR. PLY. TO BE 3/4" T/G (48./24) OR EQUIVALENT OSB STAGGER JOINTS 4 RUN PERPENDICULAR TO FLOOR FRAM NG-. GLUE AND FASTEN WITH 8d'5 O.G. © EDOE S AND BOUNDARY 12" O.G. FLEED UNG. TABLE OF A55REV I ATI ONS A.B. ANCHOR BOLT F.O.G. FACE OF CONCRETE O.C.. ON CENTER R ANG. ANCHOR F.O.M. FACE OF MASONRY O.D. OUT51DE DIAh°fETER ARCH. ARCHITECT F.O.S. FACE OF STUD ASSY. ASSEMBLY FRM'G. FRAMING OPN'G.OPENING VERT. VERT GAL FT. FOOT 01=1. OPPOSITE BTWN. BETWEEN FTG. FOOTING ORIG.ORIGINAL BLK BLOCK GA. GAGE 'THOU -11, BLK'G. BM. BLOCKING BEAM GALV. GALVANIZED PLY. PLYWOOD W.W.F. V4ELDE.D N'J E FABRIC BOT. BOTTOM G/L G/N CLU -LAMINATED GANG -NAIL TRUSS PSI POUNDS PER 5OUAR - INCH BR -0. BEARING P57 POUNDS PER SGUAF'.: "OOT 4 AND HD. HOLDOWN a AT G.J. CONSTRUCTION JOINT HDR. HEADER`� Ori' O J'�`TITIT'' G ENTER CLR. CLEAR H.S.B. HIGH STRENGTH BOLTS Q r LINE` G.M.U. CONCRETE MASONRY UNIT HT. HEIGHT IL DIAL-ET7'R COL. COLUMN HORIZ. HORIZONTAL= RAD., r. RADIUS EOUA'15 GONG. CONCRETE � d RE I NF RE t 1FOR�.I NG0-; f�-r- `' CONN. CONNECTION I.D. IN51DE DIAMETER �a P=.xUIRE'� � CONST. CONSTRUCTION IN. INCH REV. REVISED, R.E`✓I�•ION CONT. CONTINUOUS RML ROOM INT. INTERIOR DBL. DOUBLE J.H. JOIST HANGER S.B. SOLID BLOCKING DIA. DIAMETER J5T. JOIST 5CHED. SCHEDULE DIAD. DIAGONAL JT. JOINT SECT. SECTION DIM. DIMENSION LT. LIGHT LT.WT. LIGHT NEIGHT 51M. 5iMILAR DP. DRWG. DEEP DRAWING S.O.G. SLAB ON 01,'A,%E SPEC. 5'�EGI'=ICAT10N ?ERMIT�-, �. W � 64 "E" EXISTING MAX. MAXIMUM SO2. STD. 5,-, ARE T 5 7 A",,DARD , euTTr :� r QTYD� ORM NTSERMCEs � � � aR � - r , .• M.B. MACHINE BOLT Fpm t, �., DATE BY " -1 ME I,ANGHO ENO. J-)3: i-5--10-7 D SAWN B": FA DATE: of,5/l8./I REVISION: O DRAKNG NUM3ER w R I ! < - 4.- x-11 Lu I,ANGHO ENO. J-)3: i-5--10-7 D SAWN B": FA DATE: of,5/l8./I REVISION: O DRAKNG NUM3ER w R F� Q R mm c(� N Q Lud IL � d -_Lf) Ff 0 I,ANGHO ENO. J-)3: i-5--10-7 D SAWN B": FA DATE: of,5/l8./I REVISION: O DRAKNG NUM3ER w ¢� 7-1 < v I. VERT BAR AT ALL I. INSIDE SLEEVE 14�I -k' CORNERS AND DIA. 15 PIPE DIA. +I" I. 2X FRAMIN:S OR BENDS. MIN. i POST AS :EOUIRED END INTERSECTION -7777 - HOEDOWN, SEE 2. (2) VERT BARS AT 2. NO PENETRATION / 0� PLAN END OF WALLS. ALLOWED WITH IN ;I I -6 BOTTOM 1/3 OF FTG. - _, - -- , ;_ ,; 2. PLY. SEE PLAN MIN. i � ' FCR REQUIREMENTS. 1 3. DEEPEN FOOTING III= 1=III IIII IF PIPE 15 TO RUN I 3. 2X NALL ' 4d (22 M1N) I IIII BELOW BOTTOM OF FRAMIN-0. 0+ FOOTING. L/5 MIN. I, DMAX- d ff 1 + / d 6I Q� i CAI �P ��/' I + 4. NOF-R,M!NCGTU ALLOWED BELOW EXCAVATION THIS LINE. L=CLF,. 5SLPAN I MIN. ! N n 3D MAX. ` --- ® 4. 2X FLOOD'. REFER TO t, ANUFARES '-'�� CMMENDATIOi�15 � EC FOR MANUFAGTURt`D 180° "p" TYP. - k- �\�' 3 2'-O" MIN. 5 I 4 5. 4" MIN BEL OW BOT. OF �J � � i FLOOR JOIST PRODUCTS. I55° ANGLE 6 FOUNDATION. MIN. INSIDE MIN. INSIDE 6. 6" MIN COVER - z_ BAR SIZE BEND "D" BAR S1ZE BENS di "D_ " CORNER BELOW PIPE SLEEVE. 4 MAX. ® x EzLEVATION SEC71O #5 - #a 6d #5 - #E 4d SINGLE CURTAIN PLAN SECTIONS 3 #q - #11 8d #6 - #g 601 #14 $ #18 IOd TYPICAL STIRRUPS c TIES 0.4xD1 MAX. STANDARD BAR HOOKS AND 5rND5 FOR CONCRETE: DI LAP 30 BAR d OR 24" t --111N. U.O.N 6 FOR G.M.U.: 1 LAP 4E3 BAR b ` 16aa MIN. TIE WIRE TY'F. HOOKS 4 BENDS I T"'(F. CONCRETE WALL 2 T` F. FIFE FENETRATION 5 TYi�. COfi�N��/NOTGH�S/HODS , � 2"MIN. I. 2X BLOCKING AS I. ROOF PLY. REQ'D FOR PLY EDGE NAILING. I. DOUBLE 2X FRAMING OR 4x I. DOUBLE 2X I 2. MANUFACTURED _ - 2"MIN 2. ANCHOR BOLTS 1 POST FOR HOLDOWN. FRAMING OR 4x I i TRU55. 'SEE 2. P.T. TRC-ATED SILL 1 PO5T FOR HOLDOWN. j 3. DOUBLE 2X TOP PLATE 3. 2X BLOCKING W/ I - PLATE WITH 4 O 6 4 3. ANCHOR BOLT W/ 6 �� 3. ANCHOR BOLT W/ - (2) 'd TO ; RU .5 G ' MIN SPLICE. (14) 16d E.N. O 3X3X.22�i PLATE EA. END SINKERS REQUIRED EACH SIDE OF WA H RaSEE SHEAR SCHEDULE fi OR SIZE 5 E.N. �� WASHER SEE SHEAR SCHEDULE FOR SIZE 1 4. 51 MPSON HI EA AN[:)4. LOWER A UPPER SPLICE OR PLATE q p AND SPACING. q AND SPAG I NG. SIMPSON HDU 1 TRU55 7 BREAK. REQ'D C 4. SIMP50N HDU II i PLATE SPLICES MU�:T ALL EXT. AND INT. ' HOEDOWN, SEE PLAN i HOEDOWN, SEE PLAN 5. DOUBLE TOP ' OCCUR WITH A MINIMUM, SHEAR WALL LINES. E.N. FOR SIZE AND FOR 51ZE AND i -� PLATES OF 4'-0" SEPARATION 4. HEADER SEE PLAN.' LOCATION.- E.N. LOCATION. v 1 I 5. 2X 5TUD5 @ 16 NOTE: WHEN CRIPPLE WALL 5. FLOOR JOIST SEE NOTE: 5. FLOOR JOIST SEE ' 6. 2X 5TUD5 � i6" I O.G. TYP. OGGURES ALLTHREAD a 7 D PLAN. WHEN CRIPPLE WALL 6LFLOOR PLY SEE i O.C. 6. (2) TRIMMERS REQ'D @OPENINGS MAY BE EXTENDED A ' 6. FLOOR PLY SEE PLAN. OGGURES ALLTHREAD a' �� ° 7 PLAN. ,_ 7. S1irAR LY A5 - a' -O" OR LARGER. MAXIMUM OF 4'-0". 1 a 7. (1) #4 REBAR MAY BE EXTENDED A 7. (1) #4 REBAR L7 RCQ D 5 PROVIDE SOLID BEARING/ 6 (I STORY) MAXIMUM OF 4'-0". WITHIN SHEAR GONE I SC _ S EAR 6�lAL- I (� 11 7. (2) KING STUDS REQ'D OPENINGS TO FOUNDATION FOR HOLDOWN POST. WHEN 8 (2 STORY) ° WITHIN SHEAR GONE OF A.B. S, (1) #4 PROVIDE SOLID BEARING TO FOUNDATION FOR 6" (I STORY ° 8" (2 STORY OF A.B.'S, (I) #4 REBAR TOP 4 BOT �% i --E -- I SCHEDULE FOR PLY. r NAILING Ili 6 6 -O OR LARGER. DISTANCE IS GREATER ) y REBAR TOP 4 BOT HOEDOWN POST. WHEN -� j a U.N.O. ` ' II 8. (2) SILLS REQ D � OPENINGS 6'-O" CSR HOLC)OWN IS TO BE INSTALLED AT THE SILL 00 a 6) 0 I S��1= °, a° _ 8. SHEAR PLY. PER PLANS. DISTANCE 15 GREATER HOLDOWN 15 TO BE [Y 00 as M . . ' � 8. SHEAR PLY. PER S. �I - _ 18. EDGE BAILING !I LARGER. PLATE AND STRAP POSTS c� •� �. SIMPSON GNW & INSTALLED AT THE SILL q) � ° a° = �L SILL NAILING PER I a. 2X SILL PLATE PER DETAIL 5/56 AT THE _ ALLTHREAD PLATE AND STRAP POSTS N b SHEAR SCHEDULE. P.T.D.F FLOOR LEVEL. USE EXTENTION. 10. SILL NAILING PER PER DETAIL 5/56 AT THE CA 10. BLK'G ©48" O.G. J STRAP WITH EQUIVELENT STRENGTH OF HOLDOWN. _ 12" (I STORY) SHEAR SCHEDULE. FLOOR LEVEL. USE STRAP WITH EQUIVELENT 12" (I STORY) II. 51MP50N CNN a ALLTHREAD 12 (2 STORY) HDU2 = MST48 STRENGTH OF HOEDOWN. 15" (2 STORY) EXTENTION. HDU5 = MST60 HDU2 = M3T48 HDU5 = M3760 T'rFICAL HALL FRAMING 5 SHEAR/HOLDONN CONN. @ FOUNDATION SHEAR/HOLDOWN CONN. © FOUNDATION -7 SHEAR CONN. @ EAVE a l BUTT C UIdT' :\r: ?_CiPhPuIE^,T �' S i-iVl� J - && ¢� 7-1 < v k� I w Q L 9 (1 E (J) o - LL I?7 -- P > I� 0 F,AN, C,HO ENO. JOS: 15-10-7 r�)RAWN 5`': EAS G :D.E3Y: JIFH DATE: Oa/IE /15 REti/1510N: O < v k� I w Q L 9 (1 E (J) o - LL I?7 -- P > I� 0 F,AN, C,HO ENO. JOS: 15-10-7 r�)RAWN 5`': EAS G :D.E3Y: JIFH DATE: Oa/IE /15 REti/1510N: O PERMIT BU T6prT-E iCOUNT Y G �I Qi F -•tiT �� (J' ;� S CODS DAZE----�22�_�_(a_ _ BY z O .moi! I. ROOF PLY. I . ROOF PLY. 1)a I. ROOF PLY. 2 ��,� USED . ROOF PLY. �J) 2. MANUFACTURED - ROOF TRUSS. 2. MANUFACTURED 5. 2X BLOCKING W/ 2. MANUFACTURED 5. FLAT TRUSS. (2) 8d'!=w TO TRUSS. 5. 2X BLOCKING W/� OUTLOOKER @ 56" O.G. 1 5. A55'3 OR o 4. TRJ5 ON A .END K TO TOP (2) 8d TO TRUSS C EA. END q 4. SIMPSON LTP4 TRUSS TO TOP PLATE @ 24 O.G. � LTP4 S @ 12 O.G. TOP PLATE TO DRAG TRU55. ------ _ .---� � �� _ �. DOUBLE TOP O.G. d Q 5. DOUBLE TOP CLIPS REQUIRED q I -PLATES J 4. 51MP50N HI EA PLATES OVER 16 SHEAF, Fl AS - TRUSS 6. 2X STUDS @ 16 SHEARWALLS I I REO'r 5 = � ONLY. SHEAR N � i 5. DOUBLE TOP SHEAR PLY A5 GHEDUL OR PLATES REO'D SEE SHEAR 5 4. 2X STUDS @ 16" g P! O. r -;_Y. NAILINO. 6. 2X STUDS @ 16 „ MIN 45° WALL SCHEDULE FOR PLY. NAILING. O.G. 4 �I � 7. 2,'� STUDS C i � O.G. MAX 60 o 8. EDOE NAILING 5. DOUBLE TOP 5 - + �. EDGE NAILING 7. SHEAR PLY AS 1. 2X KICKER @ 5 O.G. ATTACHED AT 5 PLATES q. DRAG TRUSS 10.(2) 16d 5 EA. REQ'D 4 EA. END WITH 6. SHEAR PLY AS TRUSS. SEE SHEAR WALL 5 SIMPSON A55 CLIP. REQ'D. SEE SHEAR i � SCHEDULE FOR PL"r. MAX 2X4 WALL SCHEDULE { NAILINO. 6 UNBRAGED LENGTH 4 FOR PLY. NAILING. 8. EDOE NAILINO 7 UNBRAGED LENOTH 6 -7. EDOE NAILING IS 8 -O MATCH SHEAR I WALL. " SHEAR CONN. @ INTERIOR I�ALL � INTERIOR' SHEAR TRAN�rF=FF, A�� Z. I R SHEAF CONN. @ EAVE I SHEAR CONN. @ OAISLE ENI7 2 I. ROOF PLY. 7 � 2. MANUFACTURED I / TRUSS. 1 5. 2X BOXED SHEAR Lj BAFFLE. PLY AND : NAILING TO MATCH WALL BELOW. I. 6X8 DF NO.1 BEAM, 4. LTP4 (2) EACH (RETURN TO HOUSE). \ r' SIDE, WITHIN 12" OF TOP AND BCT AND 7 2. 6X8 DF NO.1 ONE © CENTER TO PORCH BEAM, . Mr Q TOP PLATES. 5. 6X6 DF NO.1 P05T. C� 5. DOUBLE TOP - - PLATES 4. (2) S77WS22400D5 - SHEAR PLY AS 6 TOP � BOT. REQ'D SEE 5. (2) ROWS OF (2) SCHEDULE FOR PLY. 5DW5221000DB I NAILING. 4 6. HIP RAFTER -7. EDGE NAILING, MATCH SHEAR WALL 5 7, ROOF OVERHANG 2 SHEAR FANEL CONN. FOST CONN. AT FORC PERMIT BU T6prT-E iCOUNT Y G �I Qi F -•tiT �� (J' ;� S CODS DAZE----�22�_�_(a_ _ BY z O .moi! _I 1)a �J) IIJ - E) O Lh 11) RAGHO ENO. JOE3: 15--I0-7 DRAWN Q'I": PAc GKC>.E 3 Y: JFH TATE: Oa/I ¢'/ 15 RE\/1510N: O '?F,AW ! NO NUN --LEER .moi! �J) IIJ E) O Lh 11) RAGHO ENO. JOE3: 15--I0-7 DRAWN Q'I": PAc GKC>.E 3 Y: JFH TATE: Oa/I ¢'/ 15 RE\/1510N: O '?F,AW ! NO NUN --LEER �� c �,. ,� �I �-- I� '1 ;; -___ '� �; �� c �,.