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TABLE R602.3(1)
<br /> FASTENER SCHEDULE FOR STRUCTURAL MEMBERS GENERAL NOTES
<br /> REM ESCRIPTION OF BUILDING ELEMENTS NUMBER 1ND TYPE OF FASTENER..b.cSPACING O FASTENERS CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND WASHINGTON STATE ENERGY CODE
<br /> Roof DIMENSIONS PRIOR TO COMMENCING THE WORK AIR SEALING VENTILATION °a >
<br /> 1 Blocking between joists of refle s to top plat°,toe 34d(2 W x 0.113") - COMPLY WITH THE FOLLOWING CODES, �2 O pp
<br /> nail 2021 INTERNATIONAL RESIDENTIAL CODE `W H 8 6 V V1❑
<br /> I,ALL PLUMBING,ELECTRICAL,AND HVAU PENETRATIONS IN U�
<br /> 2 Celli olsts t0 late to
<br /> nail 347tl 2'/s"x 0.113" OTW R APPLICAINGTON STATE DES BY CODE PRESCRIPTIVE PATH. FLOOR WALLS,AND CEILINGO ARE CAULKED AND SEALED. L SOURCE BPEC'�FIC AND WHOLE VENTILATION SYSTEMS ARE
<br /> 3 Ce11i joist not attached t0 pareikl teller,laps over 3.10tl - OTHER APPLICABLE CODES BY JURISDICTION. 2.LLHERE PENETRATIONS NEED A FIRE9T01F,DISCUSS WITH REQUIRED.
<br /> Partitions,face nail ALL 120 VOLT I$1 20 AMP RECEPTACLES INSTALLED IN BUILDING OFFICAL. e.SOURCE SFFECIFIC VENTILATION 16 REQUIRED IN EACH
<br /> 3.ELECTRICAL OUTLET AND LIGHT SWITCH BOXE5 ON EXTERIOR KITCHEN,BATHROOM,WATER CLOSET,LAUNDRY FACILITY, {off Z6 rn9
<br /> 4 GOga tie to(strap face nett,of i-1/4'x 20 gage 3-10tl(3"x 0.125') - BATHROOMS,WET COUNTERTOPS,GARAGES AND OUTDOORS INDOOR SWIMMING POOL,SPA,AND ROOMS WHERE HUH
<br /> O="O 3
<br /> ridge
<br /> at,e GENERAL STRUCTURAL NOTES SHALL HAVE GF]PROTECTION WALLS MUST BE SEALED AT THE BACK OF THE RECEPTACLE ORSEALED WITH 2
<br /> 5 Ra to late toe nail 2-18d 3 h"x 0.135" 4.SEAL RIM JOIO?BETPWE N HELATE AD FLOOR OR USE PRODUCT BAT RROOMMSEREIXl IPaIO MIN.500CF M.KITCHEN REQUIRES
<br /> EQUICKINd,ODOR IS PRODUCED.
<br /> �<�� m��p
<br /> 8 R..f aflere t0 dd0e,valley or hip raftero: CONCRETE SHALL BE FC•2500PSI a 20 DAYS. TUB 4 SHOWERS TO COMPLY WITH UBC MIN 100 OFT.
<br /> fae nett 3-1Bd(3 h"x 0.135") LIKE'TYVEK'ON EXTERIOR b.WHOLE HOUSE VENTILATION REQUIRES AT LEAST 35 AIR n
<br /> SOl SHOE SHALL BE FC•3000P01 IN SEISMIC ZONE D2 WATER LOCK BET EN TO 70'ABOVE DRAIN
<br /> face pall 3-18d 3 h"%0.135 9.VAPOR BARRIER SNARL BE EITHER FACE STAPLED 64TT8,4 MIL. CHANGES PER HIM BUT NOT MORE THAN 5 CHANGES PER I+a a 5-In SACK MIX. FIRE BLOCK BETWEEN STUDS.SHOWER HEAD FLOW 3
<br /> WaII VIBQUEEN OR AN APPROVED VAPOR BARRIER PAINT. 'Z
<br /> 7 BU1k-U Comer stud$-face nett tOtl 3"x 0.128 24"O.G REINFORCING BARS SHALL BE AOTM A-615. LIMITED TO 29 GPH.ALL GLAZING BG WITHIN T0'OF DRAIN HOUR WITH A MIN OF IS CFl-I EACH BEDROOM PLUS 4N qqq UUz��O
<br /> B AbuSln studs studs
<br /> wall cOmere face nail led 3 h"x 0.138 121oc GRADE 40•4 GRACE 60 7 4IJD L41R9ER ADDITIONAL IS OFT FROM COMBINED AREAS.
<br /> g Built-up header,two pbces with h° 1S"o.c.along each edge FRAMING LUMBER $HALL BE PER UWPA STANDARDS. IS-FELT UNDER VALLEY FLASHING 2.ALL VENTILATION SYSTEM$$HALL BE READILY ACCESSIBLE. D<
<br /> spacer IOd(3W x 0.1351 LIGHT FRAMING 1 STUDS -STANDARD 3.SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE W
<br /> 10 Con Inued header,two pieces led(3W x 0.1351 w O.C,along each edge STRUCTURAL JOISTS f PLANKS UP n OR BETTER PROVIDE A TOTAL OF 35 9F NET CRAWL SPACE VENT5. CONTROLLED BY MANUAL SWITCHES,DEHUMIDIFIERS,TIMERS, Cya yy O >
<br /> BEAMS 1 STRINGERS DFR OR BETTER OR OTHER APPROVED DEVISE.
<br /> 11 Con lnuous header to stutl toe hall 4H1d 2h"x0.113" 4.INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION
<br /> 12 DOu B studs hce null tOtl 3"z 0.128" 24"o.c. (OR FB•135O BE PROVIDE A TOTAL OF um SF NET A771C SPACE VENTILATION
<br /> POSTS AND TIMBERS DPI OR BETTER OYSTERS SHALL HAVE THE WAVE
<br /> A MANUAL
<br /> FOR CONTROL
<br /> AND
<br /> 13 DOu le to rates hM nail 10tl 3"x 0.128" 24"o.c (I/1 GABLE,ROOF JAGK9 OR RIDGE VENTS 1 Irz BIRD BLOCK OR NON HEAT RECOVERY VENTILATION OPERATION AND SHALL HAVE A MANUAL CONTROL AND Aft
<br /> _ (OR FB•1350 MIN.) AUTOMATIC CONTROL SUCH A0 A CLOCK TIMER
<br /> 14 Dou)le top plates,minimum 24-loth ol(aet of and B-18tl(3h'x 0.135°) GLU-LAM BEAMS 24F V-4-STANDARD SOFFIT VENTS). 5.WHOLE NOIIBE FANS SHALL HAVE A SOME RATING OF 19 OR^.°one,face MICIROLAM9 Is E WASHINGTON STATE ENERGY CODE NOTES 1.WHOLE HOUSE VENTILATION FAN 15 CAPABLE aF (n
<br /> II In le etl aroa
<br /> 15 Sol plate to joist or blocking,face nail 18tl(3h"x 0.735") 78 o... PARALAMO 2m E EXHAUSTING 19 CFM FROM EACH BEDROOM AND 15 CFT1 LESS IF TENTED LE FROM CEILING,FROM E4CH COMBINED LIVING AREA.(6M RATING-19••OF 6.ALL DUCTS SHALL TERMINATE ouT81DE THE BUILDING.
<br /> Is 8.1 platel.jolst.,bl.&Jhg Btb..d..lip...1. 3.18tl 3Wx 0.135") GENERAL PROVISIONS R00i EXHAUST DUCTS,IN SYSTEMS WHICH ARE DESIGNED TO
<br /> OPERATE INTERMITTENTLY SHALL BE EQUIPPED WITH
<br /> 2.WHOLE HOUSE EXHAUST VENTILATION FAN HAS BOTH -y rNy
<br /> 17 Stu,t0 Sob plate,toe nett 3-0tl(2 h"%0.113") - BACKDRNT DN'11•ER ALL EXHAUST DUCTS IN
<br /> ROOF 11G199EB SHALL BE DESIGNED BY LICENSED WASH. AUTOMATIC AND MANUAL CONTROLS. WW J��•
<br /> Of UNCONDITIONED SPACE SHALL BE INSULATED TO A EMIIRW SE {,J V
<br /> STATE ENGINEER I.ALL STRUCTURAL SOFTWOOD PLYWOOD,PARTICLEBOARD, 3.THE UIUIOLE HOUSE FAN HAS A BONE RATING OF al5 OR 19 .y. •Q
<br /> 2-i8tl(3Wx 0.135') REMOTELY LOCATED FROM CONDITIONED SPACE. T.OUTDOOR AIR INLETS SHALL DE SCREENED OR OTHERWISE
<br /> _ SHEAR NAILING AND LATERAL BRACING bH4LL BE IN ACCORDANCE WAFER BOARD AND 095 BOARD ARE STAMPED WITH d
<br /> 18 Top a01e plate to stud,and null 2-16d(3yS"x 0.135") WITH IRO. EXPOSURE I.OR'EXTERIOR'. 4.ALL EXHAUST FANS OR DUCTO HAVE TIGHTFITTING PROTECTED AND LOCATED AWAY FROM POTENTIAL 41R OR
<br /> 2.
<br /> nail INSULATION NgT'L.APPLIANCE ENERGY
<br /> TANK LABELED AS MEETING 190T DACKORAFT DAMPERS.
<br /> NOIRE POLLUTION.
<br /> ig Top lalea,laps at corners and Intersections,face 2.10d(3"%0.128') WATER HEATER$ 0.INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL HAVE A
<br /> E ENERGY CONSERVATION ACT,ABHRAE 5.EACH BEDROOM AND COMBINED LIVING AREA HAS,A FRESH CONTROLLABLE AND SECURE OPENING AND BE CAPABLE OF
<br /> AIR SOURCE(PORT OR WINDOW STYLE)OR CENTRAL DUCTED y
<br /> 20 1"brace to each stud and plate,fate nail 2H)2 staples
<br /> pl%0.113") - STANDARD 90A-I9B0 INSULATED TO R-16.ON R-10 PAD IF VENT C4P45LE OF PROVIDING I5 CFM OF OUTSIDE AIR A TOTAL OPENING AREA OF NOT LESS THAN 4 9Q.INCHES. ,d
<br /> 2 elaDlea 1'/.' LOCATED OVER UNICOLD ED BLAB. S.A RADON MONITOR INSTALLATION INSTRUCTIONS AND
<br /> I.FACED BATTS qE LAPPED AND FACE STAPLED AT FRAMING 6.AIR INTAKE SOURCES HAVE PROVISION FOR FLOW CONTROL < O
<br /> _ MEMBERS. 3.INSULATE HOT AND GOLD WATER PIPED TO R-3 IN UNHEATED TO LIMIT EXCESS AIR FLOW MINDER NORMAL OPERATION. RADON AT FINAL
<br /> MIN BEETS SHALL BE PROVIDED BY THE
<br /> 21 1'x 8'sheathing t0 each beating,fate nail 2-Btl staples
<br /> h"z 0.113") 2.ALL EXTERIOR WALL CAVITIES ARE FILLED WITH AREAS. WILDER AT FINAL INBPEGTION ICI
<br /> 2 sta le°1h° 4.SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO
<br /> 22 1'x B°sheathing t0 each bearing,face hall 2-8tl(2 h"x 0.113") - U ORATE�99ED INSULATION,INCLUDING ALL CAVITIES 25 GPM. y Z
<br /> 3 eta 16s l%" NOTATED DURING FRAMNG,WIRING,AND PLUMBING.DO GG
<br /> 23 WItl rihan 1"x 8'sheathing to each beadng,fat! 3-8d(2 h"x 0.113-) NOT COMPRE58 INSULATION 5.WCODBTOVe9 AND FIREPLACES HAVE TIGHT FITING DOORS, F
<br /> nail 4 sta les 1%' 3.ALL RECESSED FIXTUREB IN EXTERIOR WALLS HAVE RIGID OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH O
<br /> 24 JOlet to ell!or ifdef toe roll 3.8tl 2 h"x 0.113 - BOARD INSULATION Sil THEM. ACCESSIBLE DAMPER MIN 6 00.IN.FREE VENT AREA TIGHT FrP�
<br /> 25 Rim IOiel to top plate,toe nail(motapplldtlOna Btl(2 h"z 0.173") 8'..C. 4.UNPI! LOOR INSULATION IS 0JF'PORTED BY LATH,TWINE,OR FITTING FLUE DAMPERS REQUIRED. 2 X TRUSSES°24'oA:. -TRUSSES TO BE F+•I <
<br /> also OTHER NON-COMPRE%ING MEANS. 6.ALL GAO AND OIL COMBUSTION APPLIANCES HAVE A DIRECT PROVIDED BY AN APPROVED MANUFACTURER 5( ;
<br /> 28 Rlm oiN Or blockln to Bill late We nail Btl 2 h"z 0.113 S'o.c. 5.ATTIC ACCESS 10 BAFFLED,WEATHER-STRIPPED AND VEN7 OR FORCED DRAFT VENTING. REGISTERED IN THE STATE OF WASHINGTON 12 �J O O tYc.
<br /> 27 1"x S"subfloor or less to each lost fate net 24 27 2-Btl(2 X"x 0.113") INSULATED. T.RECESSED LIGHT ARE I.C.RATED,DOUBLE WALL CAN LIGHTS 1C�w••(1 Q' y 9
<br /> 2 eta Ns ih• OR WITH] SEALED WIFGLS SOX-IN.
<br /> 28 2'subflo.rlo joist orgirder,blind and face nail 1113tl 3h°x 0.135") - 8.6 MIL BL POLY VISQUEEN IN CRAWL OPACE COMP ROOF OVER 30•FELT ELEV Wy pE• W
<br /> 29 2'planks(plank B beam-floor 5 roof) 2.1 Od 131,67 x 0.135") at each beafing INSTALL PER MI SPECS V p
<br /> 30 Suit up girders and beams,2-Inch lumber layers 10d(W x 0.128") Neil each layer as full- \ _�
<br /> 32"o.c.at top and bottom a
<br /> and staggered.Two nails at 1 U2'O.D.METAL PIPE 1/2'CDX ROOF SHEATHING W
<br /> ends and at each splice. HANDRAIL AT BTAlls:B OR EQUAL W/Bd NAILS•b'O.C. d
<br /> 31 Ledger strip supporting joists of reflere 3-18d(3Wx 0.135°) At each joist s rafter I/1' AND R4 L AEXTEND AT ALL PANEL EDGES 112'O.G. I-AIR V
<br /> HANDRAIL 12'BEYOND AT INTERMEDIATE SUPPORTS SPACE TOP OF DAPPLE
<br /> TOP RISER 1 BOTT Z
<br /> /LANDING AND A8OM REQ'D
<br /> BY ADO.RETURN ENDS Icy( I-I/Z'-2'CONTINUOUS Bd•6'O.C.ONTO DLKG
<br /> TYPICAL. " HANDRAIL a 34'-30' WIND BAFFLE -
<br /> RETURN ENDS TO WALL 2x SCREENED VENT TOP OF INSULATION N
<br /> 1/4'X 5'DIA.PLATE L BLOCKING AT EACH BAY
<br /> WITH HOLES FOR m
<br /> ANCHORS EVENLY V-0'ABOVE /L ;g 91MP50N HI OR US SEISMIC
<br /> 8PACED AROUND O STAIR NOSING TIES a EACH iR199
<br /> OR FLOOR 17i 26 GA MI
<br /> GUTTER 1/2'GYP.BD. R-41 INSULATION
<br /> 1/2'DIA.METAL BAR 2•TREAD I X FASCIA
<br /> 2x4 HF7 RAFTERS a HANDRAIL SUPPORT TYPICAL L
<br /> 2-2 X 6 TOP PLATES°LAP SPLICES AS-
<br /> 24'o/c w/(3)16.1 FINISHED FLOOR Aix
<br /> TOENAILS EACH END 2.4 GUSSET w/(3)166 (3)3/0'DMA.EXP. _ 5/e'TYPE'X'GI r RIGID INSULATION
<br /> CONTINUOUS 2.6 51NKER5 EACH MEMBER OVER FRAMING ANCHORS AT CONC. ID'UNO 4 X 8 HEADER(UNLESS OTHERWISE
<br /> RIDGE BOARD RAFTERS USE 3/8'DIA SHEET FACE OF WALL 2 X 12 STRINGERS, 2 X LANDING NOTED)WINDOWS AS PER UDC!CALK
<br /> METAL SCREWS INTO OR POET AT 16'O.G. JSi•16'oo. WINDOW FLANGE,INSULATE/SEAL }
<br /> SOLID BILKS.AT (UNO) '- AROUND WINDOWS) W
<br /> ME
<br /> STUD FRMG. NOTE.
<br /> 3/8'LAG BOLTS AT USE ROCKWOOL OR OTHER J
<br /> WOOD FRAMING ALL HANDRAILS MUST NONCOMBUSTIBLE MATERIAL 2 X b STUDS a 16'oc. W
<br /> RETURN TO WALL OR y AS,FIRE9TOP (FIBERGLASS 19
<br /> TERMINATE IN NEWEL POSTS LU
<br /> RAILING WHEN OGOAI UNACCEPTABLE AS FIRESTOP) VAPOR RETARDER W
<br /> 7x4 BLOCKING w/ d OR SAFETY TERMINALS. SPACED 90 THAT A 4' DOUBLE JOIST(UNO) tD
<br /> SINKERS°6'o/c T 2x4 POST a 48' SPHERE CANNOT PASS MOISTURE BARRIER
<br /> PROVIDE SHEAR WALL
<br /> ON CENTER Mq THRu FIRE9TOP a MID RUN pLANO AND SHEARWALL R-21 INSULATION
<br /> 57:
<br /> BLEEPER BELOW PANELS AS,NOTED ON
<br /> N AN D F /A I L DETAIL BE OF STRIRI NGER
<br /> STUDS D or
<br /> 1/2'GYP BD
<br /> NT5 $ J��2 X 6 SOLE PLATE 3/4'CDX TIG PLWD DECKING
<br /> CAULK UNDERSIDE W/10d NAILS a 6'O.C.
<br /> BIDING AS PER ELEVATI TO DECKING PANEL EDGE/10-O.C.
<br /> PANEL FIELD
<br /> 7C0NTT/111NU-0U5LEEPERERS EA.
<br /> TRU85/RAFTER RIM JOIST
<br /> CONTINUOUS 2x4 BLOCKING w/(2)Ibd 2 X 4 KICKER I B
<br /> ROOF FRAMING SINKERS TO EACH TRU89/RAFTER TREADS e 10'MIN STAIR DETAIL
<br /> PER PLAN BELOW.INSTALL SNUG IN FRONT \../
<br /> OF POST AS 514Od1N
<br /> I/2'•I'-0'
<br /> I/2'GYP.BD. R-30 INSULATION
<br /> SHEATHING PER (AT FLR ABV GARAGE)
<br /> PLAN/SCHEDULE\, III 2-2X6 TOP PLATER 5/8'TYPE'X'GYP.BD.
<br /> S I D Y I I_W //--t LAP SPLICES 4, AT GARAGE CEILING
<br /> SI_l i I OI V A L fi PT 2X LEDGER REAM W/[PT DECK JBT OR RAFTER RIGID HEADER
<br /> (U CA
<br /> 2 X E CAP RAILING EASE W/JBT HIf R8 PER PLAN
<br /> EDGE°36'HT.UNO 4 X 8 HEADER(UNLESS
<br /> HANDRAIL SHALL BE PROVIDED N2
<br /> ON AT LEAST ONE SIDE OF EACH OTHERWISE NOTED) istaiipO
<br /> CONTINUOUS RUN OF TREADS OR e Iso 2 X 6 STUDS•ib'oO. } 00
<br /> FLIGHT W/4 OR MORE R15ER8 I I I I I MOISTURE BARRIER -Fool RETARDER _1
<br /> PER R311I IRC. ° ° W Fiat
<br /> I/2'GYP BD Ill
<br /> CONTINIOUB 2x6 2 X 2'e a IV o<. V2'LAG BOLTS W/FLAT PROVIDE 3'X 3'SO.X 3/16' I11 1/•�a�l I`� F•I
<br /> RIDGE BOARD 4 X 4 POSTS a 48'0.c.(UNO) WASHERS,ALTERNATE HIGH 1 THICK ANCHOR BOLT WASHERS N Fa••1 A
<br /> LOW LOCATION a Ib'O.G. 2X6 BOLE PLATE CAULK �/II
<br /> THIRI RIM JBT OR STUDS PER SHEAR SCHEDULELT9 C)
<br /> UNDERSIDE TO DECKING 9/4'COX TIG PLU1D
<br /> I X 4 EA.BIDE PER IRC SECTION III PROVIDE AD.NOT LESS THAN T DECKING W/I 1 NAILS
<br /> TOP 1 BTM. 1 PANEL EDGE
<br /> L
<br /> 2X4 OVER FRAMING 2 X 6 P.T.DECKING(UNO)OR 7 AN 122' M'I FROM ENDS OF EA. 10'O.G.PANEL FIELDOIC
<br /> RAFTERS•24
<br /> GACO DECK WATER PROOFING LEDGER DETAIL FDN.SILL PLATE FLOOR JOISTS SOLID BLKG.OVER
<br /> TOE W/l3)16d PER PLAN �V
<br /> TUTS III PARTITIONS TYP.
<br /> TOENAILS EACH END R P
<br /> CONTINUOUS 1X6
<br /> BLEEPER W/IL Ibd �^ I..1 W
<br /> B7LK
<br /> G. RIM JOIST //�•'��
<br /> GAMMON NAILS TO (2)S/8 MIS 1 X 6 FDN GRADE F'•I �y 1•::•I
<br /> EACH TR189 BELOW A W
<br /> SILL PLATE `] UI O
<br /> 2X4 BOARD
<br /> W1 2LI'BELOW RIDGE BOLTS THRAND NOTE; DOWNSPOUT(FLEXIBLE OR rl/s-'•/;1
<br /> MAIN ROOF T BOARD W/ IL GUSSET W/BE 16d RIM 4 AND
<br /> PER PLAN COMMON NAILS EACH MEMBER RIM/BLOCK ALL CUTS AND HOLES IN RIGID PIPE 1 CONNECT TO STRINGER-
<br /> BLD'G.ROOF DRAIN
<br /> PRESERVATIVE-TREATED WOOD _ GR4°E R-30 INSULATION PER PLWV Q
<br /> TO BE COATED WITH PRESERVATIVE SLOPE FINISH GRADE _ POST CAP OR 2X4
<br /> TREATMENT COMPLYING W/AWAPA M4 AWAY FROM FOUNDATION j 24' MIN.CRAWL SPACE V
<br /> 2%MIN(1/4-:12') X 7-�I-III J-IJ,J, TOP CLEAT IT b-16d
<br /> 2x4 BLOCKING BETWEEN PER SECTION RVI.1.1 Z Q _ _ n APPROVED DO MI ANCHOR UAL POET)PER
<br /> RAFTERS W/Ibd COMMON 4-RIGID,NON-PERFORATED :1 � I I
<br /> NAILS a 6'O/C TO DRAIN PIPE-DO NOT CONNECT I%,-X y;A • 4 GONC.FTG.
<br /> SLEEPER BELOW WITH FTC.DRAIN LEADER 4 •,. " b MIL.BLACK POLY
<br /> CRAWL SPACE iA `' 4.
<br /> ^,• •• _,A• VAPOR BARRIER 12'LAP .• PER PLAN
<br /> 2X4 W/(3)Ibd COMMON A DECK NAND RAIL OPTION �^ �I �� u-. ... . _ e •. . _
<br /> NAIL8T0 RAFTER AND SILT BARRIER(BLD'G. I-I NOTE, _I _ 'I
<br /> (2)Wd COMMON NAILS 3/4'•I'-0' PAPER,FILTER FABRIC OR �' CONFIRM WITH BLDG. TYP.DRAIN =III -I I
<br /> ?O El
<br /> ROOF FRAMING POLYETNELENE FILM) 1..U=
<br /> OFFICIAL ANY SPECIAL PIPE°BEE
<br /> REQUIREMENTS FOR DRAIN DIET.
<br /> WASHED ROCK(MIK 3/4'DIM.) ,,,.. WATER RUNOFF AND
<br /> W/MIN.Q'COVER s TOP STORM SEWER HOOK-UP
<br /> SIDES AND STM. "1 't�• r'�z f4 FIGS TO BE ESTABLISHED ON 4" 8' 4' CONT CONO FTG°PROVIDE•4 REBAR
<br /> PROVIDE 2x4 P0979 A7 RAFTERS AND RIDGE ^"- '•' UNDISTURBED BOIL-1500•PEF •10'o.e.HORIZ.1 18'O.G.VERT.IN
<br /> CONTINUOUS 2x4 TRIM BOARD �'" �'"'�- • MIN.SOIL BEARING CAPACITY 1C7
<br /> /(2)i6d 91NKER9 TO EACH BOARD EVERY 48-INCHES MINIMUM. POSTS SHOULD �( T�=jj�'� FDN.WALL,TIE VERT TO FTG A8 9HOLLN
<br /> RAFTER/TW99.INSTALL SNUG DE ALIGED TO FALL ON MAIN ROOF FRAMING MEMBERS MIN 4'RIGID,PERFORATED, ll� -I I I-�Tf II-II-I-I Irk ALTERNATE NOOK/(2)•4 IN FOOTING
<br /> A8 SHOWN. WHERE RIDGE BOARD DOES NOT ALIGN w/ CORRUGATED DRAIN PIPE /�
<br /> IN FRONT OF 2x4 P09T9 TO T p \, III III-III III I 4
<br /> PREVENT SLIDING I OI VIEW W INSTALLED BETWEEN ADJACENTOTR188ES.R ON 2x6 BLOCK -
<br /> TYPICAL ROOF OVERFRAI"LING DETAILS FDN, DRAIN DETAIL ATYPICAL WALL SECTION
<br /> 3/4'•I'-0' 3/4'•I'-0'
<br />
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