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TABLE R602.3(1)
<br /> FASTENER SCHEDULE FOR STRUCTURAL MEMBERS GENERAL NOTES
<br /> REM JISCRIPTION OF BUILDING ELEMENTS NUMBER IND TYPE OF FASTENERI.b.c SPACING 01 FASTENERS O V a O m m
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND WASHINGTON STATE ENERGY CODE �F Z o z D o
<br /> Roof DIMENSIONS PRIOR TO COMMENCIK,THE WORK. AIR SEALING VENTILATION
<br /> �
<br /> C/OM LY WITH THE FOLLOWING CODES: zry 63
<br /> 1 Blocking between joists or rafters to top plate,tee 3-Btl(2 X"x 0.113") - p$o pO
<br /> nail 2021 INTERNATIONAL RESIDENTIAL CODE I.ALL PLUMBING,ELECTRICAL,AND HVAC PENETRATICNB IN Q f0 p
<br /> 3MI WASHINGTON STATE ENERGY CODE I.SOURCE SPECIFIC AND WHOLE VENTILATION SYSTEMS ARE O 3 a H
<br /> 2 Call oisI to late,toe nail 3Ad 2'h"%0.113" - PRESCRIPTIVE PATH. FLOOR,WALLS,AND CEILINGS ARE CAULKED AND SEALED.
<br /> 3 Call'
<br /> joist not atiachetl to parallel rafter,Iap3 over 3-10tl - OTHER APPLICABLE CODES BY JURISDICTION. 1.WHERE PENETRATIONS NEED A FIRE6TOP,DISCUSS WITH RiECUIRED.
<br /> artitions face nail ALL 120 VOLT 15 4 20 AMP RECEPTACLES INSTALLED IN BUILDING OFFICAL. a.SOURCE SPECIFIC VENTILATION 15 REOUIRED IN EACH O c 4 y
<br /> 4 Colla be t0 rafter,face nail,or 1-1/4'x 20 gage 3-10d(3"x 0.128") - 3.ELECTRICAL CUTLET AND LIGHT SWITCH BOXES ON EXTERIOR KITCHEN,BATHROOM,WATER CLOSET,LAUNDRY FACILITY, FFvv ZZ
<br /> BATHROOMS,WET OOUNtERtOPS,GARAGES IYJD OUTDOORS Z 6 Z: 3
<br /> rid a sVa GENERAL STRUCTURAL NOTES SHALL NAVE GFI PROTECTION. WALLS MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR INDOOR&LAMMING POOL,SPA,AND ROOFIS WHERE D Z(7 rAD O LZ' a
<br /> 5 Rafts t0 late toe nail 2-16d %.x 0.135" - SEALED WITH FACEPLATE GASKETS. EXCESS WATER VAPOR OR COOLING ODOR 15 PRODUCED.
<br /> 6 Roof afters to ridge,valley or hip nations: - A SEAL RIM JOIST BETWEEN HEATED FLOOR OR USE PRODUCT BATHROOMS REQUIRE MIN.50 Cam.KITCHEN REQUIRES
<br /> toe nail 4-10d(3 W'x 0.135l CONCRETE SHALL BE FC•250OP$1 a 28 DAYS. TUB 4 SHOWERS TO COMPLY WITH UBC LIKE'TTVEK'ON EXTERIOR. MIN 100 CFM, oo Z Z g Q
<br /> face nail 3-16tl 3:4"x 0.135" CONCRETE SHALL BE FC•3000PSI IN SEISMIC ZONE D2 WATER RESISTANT GWES TO TO-ABOVE DRAINb.WHOLE HOUSE VENTILATION REGUIRE6 AT LEAST 35 AIR U y O U 5.VAPOR BARRIER SHALL BE EITHER FACE STAPLED BATTS,4 MIL.
<br /> Well 5-1/2 SACK MIX LIMITED
<br /> BLOCK BETWEEN STUDS.INo, o,HEAD FLOW O a m
<br /> 7 Built-u cornet studs-face nail 10tl 3"z 0.128' 24"o.c. REINFORCING BARB SHALL BE ASTM A-615. LIMITED TO 25 GPM,ALL GLAZING bCa WITHIN 10'CU DRAIN VISOIEEN OR AN APPROVED VAPOR BARRIER PAINT. CHANGES PER HR BUT NOT MACH THAN 5 CHANGES PER a Z ❑O a Z�
<br /> HOUR WITH A MIN M 15 GP'1 EACH BEDROOM PLUS AN O
<br /> B Abuttingstuds at intersecting wall comers,face nail 18d I, 0.135 1Yoo GRADE 40•4/GRADE SHALL
<br /> B AND LARGER ADDITIONAL N SYSTEMS
<br /> FROM COMBINED AREAS. g4+ yl p O D a
<br /> 9 Built-up heatler,two pieces wilh'/x°spacer 1gd(gb•x 0 13$' 16°o.e.along e90h edge FRAMING LUMBER SHALL BE PER LLLLpA STANDARDS. IS•FELT UNDER VALLEY FLASHING. 2.ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE.
<br /> 10 Con'nuatl header,two pieces 16'o.c.along each etl a LIGHT FRAMING 4 STUDS-STANDARD 3.SOURCE SPECIFIC VENTILATION SYSTEMS SHALL BE
<br /> i8tl(3'h'x 0.135' 9 bTROT1URAL JOISTS 4 PLANKS LF-2 OR BETTER PROVIDE A TOTAL OF 35 W NET CRAWL SPACE VENTS. CONTROLLED BY MANUAL SWITCHES,DEHUMIDIFIERS,TIMERS, 2 p
<br /> BEAMS 4 STRINGERS n OR BETTER OR OTHER APPROVED DEVISE. op
<br /> 110onnuousheatler tosWd ice nail 4HId 2:4"x0.113 - D
<br /> 12 Dou ls studs,face nail 1QJ 3"x 0.128" 24"o.c (OR FB•I350 MINI PROVDE A TOTAL CP 11ID SF NET ATTIC SPACE VENTILATION r.�� - 4.INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION
<br /> 13 DOu I¢t0 lat¢s face nail 10d 3"x 0.128" 24"o.c POSTS AND TIMBERS DF9 OR BETTER (In GABLE,ROOF JACKS OR RIDGE VENTS 4 In BIRD BLOCK OR NON HEAT RECOVERY VENTILATION SYSTEMS SHALL HAVE THE CAPABILITY FOR CONTINUOUS
<br /> 14 Dou ls top plates,minimum 24-Inch oftsel of end g-l6d(3'/e'.0.135°) - (OR FB•1350 MIND SOFFIT VENTS). OPERATION
<br /> OLL511CH A9 A GLOp�C TIMER L
<br /> joints,face GLU-LAM BEAMS 24F V-4-STANDARD
<br /> hall in la etl area MICROLAMS L9 E WASHINGTON STATE ENERGY CODE NOTES I.WHOLE HOUSE VENTILATION FAN 15 CAPABLE OF 5.WHOLE HOUSE FANS SHALL HAVE A SONS RATING OF IS OR
<br /> 15 Sol,
<br /> ol plate[o joist or blocking,face nail 18d(g'h`x 0135' 16°o.p. P4RALAMb 1ID E EXHAUSTING B CFM FROM EACH BEDROOM AND 15 CFM LESS F SURFACE MOUNTED LESS THAN 4'FROM CEILING V
<br /> FROM EAGN COMBINED LIVING AREA(CFM RATING-15•'OF 6.ALL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING,
<br /> 16 Soic plate to joist or Wool at braced wall panels 3.16d(3k"x 0.13T) 16'o.c. GENERAL PROVISIONS ROCIMS•U EXHAUST DUCTS IN SYSTEMS WHICH ARE DESIGNED TO
<br /> iT Stu to sole plat.,too nail 3-Bd(2%"x 0.113") - 2.WHOLE HOUSE EXHAUST VENTILATION FAN HAS BOTH OPERATE INTERMITTENTLY SHALL BE EQUIPPED WITH w
<br /> ROOF TRUSSES SHALL BE DESIGNED BY LICENSED WASH- AUTOMATIC AND MANUAL CONTROLS. BACKDRAFT DAMPER ALL EXHAUST DUCTS IN
<br /> 2-16:(354ox 0 135') STATE ENGINEER L ALL STRUCTURAL SOFTWOOD PLYWOOD,PARTICLEBOARD, 3.THE WHOLE HOUSE FAN HAS A SONS RATING OF MS OR I6 UNCONDITIONED SPACE SHALL BE INSULATED TO A MIN R-4- (wj 'O
<br /> SHEAR NAILING AND LATERAL BRACING SHALL BE IN ACCORDANCE WAFER BOARD AND Dees BOARD ARE STAMPED WITH REMOTELY LOCATED FROM CONDITIONED SPACE. T.OUTDOOR AIR INLETS SHALL BE SCREENED OR OTHERWISE 1j 9
<br /> 18 Top r sole plate to slutl,entl nail SHEAR
<br /> (316"x 0.135) WITH IRO. EXPOSURE I.OR'EXTERIOR'. 4.ALL EXHAUST FANS OR DUCTS HAVE TIGHTFITTING PROTECTED AND LOCATED AWAY FROM POTENTIAL AIR OR W d 4
<br /> BAOKDRAeT CAMPERS. NOISE POLLUTION. y 19 Top plates,laps at cemers and intersections,face 2-10tl(3"x 0.128'� - 2.WATER HEATER CE ENE E TANK LABELED AS MEETING 199T at
<br /> nail INSULATION 5.EACH BEDROOM AND COMBINED LIVING AREA HAS A FRESH S.INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL NAVE A Q
<br /> NAT'L.APPLIANCE ENERGY INSULATED
<br /> TO R-16,N ACT.ABHRAE C7 m a fi
<br /> 20 1°brace to each stud and plate,face nail 2-82 Maples
<br /> x 0.113') - AIR SOURCE(PORT OR WINDOW STYLE)OR CENTRAL DUCTED A T TALLOPENI AND SECURE OPENING AND BE CAPABLE OF
<br /> Y
<br /> STANDARD 60A-lb N INSULATED TO R-Ib.pJ R-10 PAD P PH
<br /> 2 staples 1Y.° VENT CAPABLE OF PROVIDING B CFO OP OUTSIDE AIR A TOTAL OPENING AREA LL NOT LE85 THAN 4 SQ INCHES. ^ d E
<br /> I.FACED BAITS ARE LAPPED AND FACE STAPLED AT FRAMING LOCATED OVER IININSULATED SLAB. S.A RADON MONITOR INSTALLATION INSTRUCTIONS AND FBI b
<br /> 3.INSULATE HOT AND COLD WATER PIPES TO R-3 N UNHEATED b.AIR INTAKE E SOURCES HAVE UNDER
<br /> IOR FOR FLOW CONTROL O
<br /> 21 V x 6"sheathing to each bearing,face nail 2Hk1(2 W x 0.113") - MEMBERS. AFEdB TO LIMIT EXCESS AIR FLOW UNDER NORMAL OPERATION. RADON INFORMgTION SHEETS SHALL BE PROVIDED BY THE
<br /> 2 Maples 1%. 2.ALL EXTERIOR WALL CAVITIES ARE FILLED WITH WILDER AT FINAL INSPECTION
<br /> 22 1"•8"sheathing to each Beal face nail 2-8d(2''A"x 0.113") - WCOMPRE65ED INSULATION,INCLUDING ALL CAVITIES 4Z SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO a c 6
<br /> 3 ste les 1%" ISOLATED DURING FRAMING,WIRING,AND PLUMBING DO L°c
<br /> 23 Wtl Irthan 1'•8°sheathing to each bearing,face 3HId(2'h"z 0.113") - NOT COMPRESS INSULATION 5.WOODBTOVES AND FIREPLACES HAVE TIGHT FITING DOCKS, C
<br /> ail 4 a..1'/s" 3.ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ;,
<br /> 24 Joist to Sill or irder,tote nail 3-8d X"x 0.113" BOARD INSULATION BEHIND THEM. ACCESSIBLE DAMPER MIN b Sa NL FREE VENT AREA TIGHT a oP
<br /> 25 Rim joist to top plate,too nail(roof applications Btl(2%"x 0.113") 6°o c. 4.UNDERFLOOR INSULATION IS SUPPORTED BY LATH,TINE,OR FITTINs FLUE DAMPERS REQUIRED. 2 X TRUSSES+24'Oc. -TRUSSES TO BE x " Q
<br /> also OTHER NON-COMPRESSING MEANS. S.
<br /> ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT PROVIDED BY AN APPROVED MANUFACTURER 12 Q U 3
<br /> 26 Rim 12 Or blockin f0 Sill late,toe nail Btl 2'k"z 0.113" 8°O.G 5.ATTIC ACCESS IS BAFFLED,IUI ATHER-STRIPPED AND VENT OR FORCED DRAFT VENTING. REGISTERED IN THE STATE OF WASHINGTON i
<br /> 27 1"x 6°sub0oor or kss[o each joist,face nail 24 27 2-Bd(2 X"x 0.113') - INSULATED. T.RECESSED LIGHT ARE I.C.RATED,DOUBLE WALL CAN LIGHTS SEE �I
<br /> 2 sta lest•/.' OR WITH( SEALED WPWB Ell w " w
<br /> 28 Y subfloortojoist or girder,blind and few ail 2-16d(3'/z"x 0.135") - B.b MIL BL POLT VIScaJi IN CRAWL SPACE COMP ROOF OVER 30•FELT ELE V p
<br /> V 29 2'planks(plank 8 beam-floor 8 roof) 2-16d(3U6°x 0.135') at each beefing INSTALL PER MFR'S SPECS p td 6 c
<br /> 30 Bull up girders and beams,2-Inch lumber layers 10d(W x 0.128") Nail each layer as follows: \\ N IOW^ Q
<br /> 32"o.c.at top and boffom ICI
<br /> and staggered.Two nails at 1/2'COX ROOF SHEATHING W
<br /> ends and at each splice. 1 1/2'OD.METAL PIPE OR EQUAL W/Ed NAILS+b'O.G.
<br /> 9 g l 3-16d(354"x 0.135") I AND R IIPB EXTEND ('AIR U 31 Ledger strip supporting olds or At each or rafter I I/2' AT ALL PANEL EDGES 4 12'OC,
<br /> HANDRAIL 12'BEYOND AT INTERMEDIATE SUPPORTS SPACE TOP OF BAFFLE /1
<br /> TOP RISER 4 BOTTOM 9d'
<br /> /LANDING AND AS III Z
<br /> BY ADA RETURN ENDS W 1-1/2'-2'CONTINUOUS 8d+6'Ol ONTO BLKG
<br /> TYPICAL. U HANDRAIL a 34'-38'
<br /> RETURN ENDS TO WALL WIND BAFFLE N
<br /> 2x SCREENED VENT TOP OF INSULATION
<br /> 114'X 5'DIA PLATE BLOCKING AT EACH BAY
<br /> WITH HOLES FOR m
<br /> ANCHORS EVENLY V-0-ABOVE /l m ;g SIMP50N HI OR EQ SEISMIC -
<br /> SPACED AROUND O STAIR NOSING TIES•EACH TRUSS
<br /> OR FLOOR X 26 GA MTL.
<br /> GUTTER R-45 INSULATION
<br /> I/2'GYP.BD.
<br /> 1/2'DIA.METAL BAR X FASCIA
<br /> HANDRAIL SUPPORT 2'TREAD
<br /> 2x4 HF'4 RAFTERS• TYPICAL 2-2 X b TOP PLATES-LAP SPLICES 48'
<br /> 24'O/c w/(3Abd FINISHED FLOOR
<br /> TOENAILS EACH END 2,4 GU55ET w/(3)16d (3)3/8,DIA EXP. - 5/5'TYPE'X'GU1B RIGID INSULATION
<br /> CONTINUOUS 2x6 SINKERS EACH MEMBER OVER FRAMING ANCHORS AT CONC. r IB'UNO 4 X 8 HEADER!UNLESS OTHERUISE
<br /> RIDGE BOARD RAFTERS USE 3/8'DIA SHEET FACE OF WALL 2 XAI,.NNGER.9 2 X LANDING � NOTED)WINDOWS A9 PER UBC(CALK
<br /> METAL SCREWS INTO OR POST JOT+IS-o.c.
<br /> SOLID BLKG.AT lUNO) m WINDOW FLANGE,INSULATE 4 SEAL
<br /> METAL STUD FRIG. NOTE: IV AROUND WINDOWS) W
<br /> USE ROCKWOOL OR OTHER
<br /> UJO LAG BOLTS AT 2 X 6 STUDS+I6'o.c.
<br /> WOOD FRAMING ALL HANDRAILS MUST AS NONCOMBUSTIBLE
<br /> ®MBE OLA SL IS TURN TO WALL OR
<br /> TERMINATE IN NEWEL POSTS UNACCEPTABLE AS FIRESTOP) LU
<br /> 2z4 BLOCKING w/ d OR SAFETY TER'iINALb. RAILING WHERE OCCU VAPOR RETA�ER
<br /> SINKERS+b'o/e:T 2x4 P05T a 48' SPACED A THAT A 4' DOU®LE JOIST IUNO) t,()
<br /> SLEEPER BELOW GN CENTER M SPHERE CANNOT PAS PROVIDE SHEAR WALL MOISTURE BARRIER
<br /> /,R\ 1N��• TNRU cl FIRESTOP a MID RUN ® PANELS AS NOTED ON
<br /> N JOIN D `AIL ID E T A i L OF STRINGER AND q@ PLANS AND BHEARWALL R-21 INSULATION
<br /> )./ BETWEEN STUDS W SCHEDULE 1/2'GYP BD
<br /> NTS g
<br /> K 2 X 6 SOLE PLATE 3/4'CDX TAG S' DECKING
<br /> CAULK UNDERSIDE W/10d NAILS m 6'O.G.
<br /> SIDING AS PER ELEVATI TO DECKING PANEL EDGE 4 10'O.G.
<br /> 7T/I
<br /> EEPER PANEL FIELD
<br /> ERS EA.
<br /> TRIUS5RAFTER
<br /> RIM JOIST S 5
<br /> CONTINUOUS 2.4 BLOCKING w/4 Ibd 2 X 4 KICKER STAIR DETAIL
<br /> ROOF FRAMING SINKERS TO EACH TR155R4FTER TREADS a 10'MIN.
<br /> PER PLAN BELOW.INSTALL SMUG IN FRONT
<br /> OF POST A6 SHGLLN
<br /> - 1/2'GYP.BD. R-30 INSULATION
<br /> SHEATHING PER (AT FIR ABV GARAC-.E)
<br /> PLAN/SCHEDULE
<br /> VIEW
<br /> /� LAP SPLICES
<br /> PLATES AT TYPE E GYP.BD.
<br /> SIDE Y IEW SI=G�ION `1�A LAP 6PLIC IO
<br /> PT 2X LEDGER BEAM FR DECK JST OR RAFTER RIGID INSULATION AT GARAGE CEILING
<br /> 2 X 6 CAP RAILING EASE W/JOT HGRS PER PLAN y J
<br /> EDGE-36'HT.UNO 4 X 8 HEADER(UNLESS Rrl z
<br /> HANDRAIL SHALL BE PROVIDED OTHERWISE NOTED) F�1
<br /> ON AT LEAST ONE SIDE OF EACH �. �( pMp O
<br /> CONTINUOUS RUN OF TREADS OR e e e 2 X 6 STUDS a 16'oc. 6V ICI
<br /> FLIGHT W/4 OR MORE RISERS MOISTURE BARRIER _J Ib L
<br /> PER R3115.(IRC. I I I I I a I I I I I VAPOR RETARDER W
<br /> Irz'GYP BD
<br /> Ill
<br /> CONTINUOUS 2x6 2 X 2'+a 5'oc. I/1'LAG BOLTS W/FLAT PROVIDE 3'X 3'90.X 3/Ib' ll.l /•�
<br /> RIDGE BOARD 4 X 4 P05TS a 48'-(UNO) WASHERS,ALTERNATE HIGH 4 THICK ANCHOR BOLT WASHERS 1aa°I A
<br /> LOW LOCATION a Il O.G. UND SOLE PLATE CAULK /I
<br /> 5/e'X 10'ANCHOR BOLTS O
<br /> THRU RIM JOT OR STUDS UNDERSIDE TO DECKINGTT4 G PLWD
<br /> I X 4 EA SIDE PER SHEAR SCHEDULE
<br /> PER IRC SECTION R50T23 W/IRE NAILS
<br /> ?OP 4 BIM. PROVIDE AU3.NOT LESS THAN T P NEL EDGE2X4 OVER FRAMING BOLT DIAMETERS t NOT MORE PANEL FIELD
<br /> RAFTERS a 24' 2 X 6 P.T.DECKING NNOJ OR L D R DETAIL
<br /> THAN 12'FROM ENDS OF EA. ,� w z
<br /> O/C W/C31 Ibd GACO DECK WATER PROOFING FOR.BILL PLATE FLOOR J016T8
<br /> TOENAILS EACH END PER PLAN PER PLAN SOLID RT ISM OVER [••1 �1
<br /> CONTINUOUS 2Xb NT5 SUPPORT ISMS<• W RJJ �I
<br /> SLEEPER W/(3)16d SRC.PARTITIONS TYP.
<br /> COMMON NAILS TO BLK'Cx RIM J015T 1••�I
<br /> EACH MOO BELOW
<br /> WQ
<br /> (2)5/8'MB 2 X 6 FDN GRADE
<br /> 2X4 DIRECTLY BELOW RIDGE SILL PLATE
<br /> BOLT5 THRU
<br /> MAIN ROOF TR115 BOARD W/2X4 GU
<br /> W/(31 Ibd NOTE:
<br /> PER PLAN COMMON NAILS EACH MEMBER POSTS AND DGLLNBPOUT(FLEXIBLE OR
<br /> RIM 4 BLOCK ALL CUTS AND HOLES IN RIGID PIPE)CONNECT TO `O
<br /> BLD'G.ROOF DRAIN STRINGER-
<br /> PRESERVATIVE-TREATED WOOD z GRADE R-301N9ULATION PER PLAN
<br /> TO BE COATED WITH PRESERVATIVE SLOPE FINISH GRADE s POST CAP OR 2X4
<br /> AWAY FROM FOUNDATION 24"MIN.CRAWL SPACE CLEAT W/6-Ibd V
<br /> TREATMENT COMPLYING W/AWAPA M4 2%MIN.(I/4':127 x -I I-III-III-III '
<br /> 2X4 BLOCKING BETWEEN PER SECTION RS11-I.I Z Q -III-III-III-I I •G APPROVED MIL.ANCHOR TOP 4 BTM
<br /> RAFTERS W/16d COMMON 4'RIGID,NON-PERFORATED -III III I A 35 OR EQUAL POST PER
<br /> NAILS+6'O/G TO DRAIN PIPE-DO NOT CONNECT 1 1 PLAN ON
<br /> SLEEPER BELOW WITH FTC.DRAIN LEADER I - ° 6 MIL.BLACK POLT - GONG.FIG.
<br /> D CiG a-I/AND R,4 i L Ofi�T I ON LW-A-
<br /> STORMSPACE ,t VAPOR BARRIER 12'LAP PER PLAN
<br /> 2X4 W//3)Ibd COMMON A m ;� I-III p -.
<br /> NAIL8T0 RAFTER AND SILT BARRIER(BLD'G. - I- _ _ _ _ _ _ _ _ _ _ _
<br /> /2)Ibd COMMON NAILS I-I I _
<br /> TO ROOF FRAMING s/4'=r-m' PAPER FILTER FABRIC OR =III-� H BLD'G. TIP.DRAIN =III IT-III-III-III I-III-III-I Imo-III-III-III-III-III-III-III-III-I I
<br /> POLYETNELENE FILM) ANY SPECIAL PIPE-SEE _-III-III-1 J 1-III III-III-III-III-III-f 1-III-III-III-III-III-I 1
<br /> _- I=1 I TS FOR DRAIN DST. I III III-III=1 III-III-III-III=1 -�I-1 II E I-�I--I I I-
<br /> W49LED ROOK(MIN 3/4'DIM.) -I I FF AND
<br /> W/MIN.12'COVER a TOP Y` h' R HOOK-UP
<br /> IDES AND BIM. III-I'.`,ka- ��? .',' FFTGB TO BE ESTABLISHED ON CONY CON(FTG-PROVIDE a4 REBAR
<br /> CONTINUOUS 2z4 TRIM BOARD - PROVIDE 2z4 POSTS AT RAFTERS AND RIDGE 4r S" 4°
<br /> BOARD EVERY 48-INCHES MINIMUM. POSTS SHOULD - +';+,�;;;= _ _ _ _ UNDISTURBED 601E-1500•PBF a 10'on.HORIZ/18'O.C.VERY.IN
<br /> /TE 160 SINKERS TO EACH I I-I°�"j r=III-III-III-III-III- MIN.801L BEARING CAPACITY 1C FDN.WALL,TIE VERT TO FTG AS SHOWN
<br /> BE ALIGNED TO FALL ON MAIN ROOF FRAMING MEMBERS MIN 4'RIGID,PERFORATED, _ _ _ _ _
<br /> R IN FRONT
<br /> OF.INSTALL SNUG - I ALTERNATE HOOK 4(2)•4 IN FOOTING
<br /> IN FRONT OF 2.4 TP051lSLID TO TOP V I E LU MAS AIN MEEK RIDGE BOARD DOES NOT ALIGN w/ CORRUGATED DRAIN PIPE _ -I I I-III I�1=�=I I-I
<br /> PREVENT SLIDING I Y MAIN ROOF MEMBER POSTS SHOULD BEAR ON 1x6 BLOCK '-III-III-I III 11 I-TT-
<br /> INSTALLED BETWEEN ADJACENT TRUSSES. 47
<br /> TYPICAL ROOF OVERFRA„�ING DETAILS FDN. DRAIN DETAiL TYi=IGAL WALL SECTION
<br />
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