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<br /> ROOF SHINGLESHpR/Z. VINYL SIDING IMPORTANT-PLEASE READ
<br /> FELT PAPER 3/e"PLY SHEATHING Building contractor to verify oil dimensions
<br /> Vt.PLYWOOD PLATE before proceeding.
<br /> Dimensions always deka precedence over scala
<br /> TRUSSES-SEE BASIC DETAIL (SHE?NO 51 204 STUDS FOR DETAILS AND Sar 100 donca
<br /> na.
<br /> PACING • 16.O.C, „}'S VINYL WINDOW CAP HORIZ. VINYL SIDING AS construction shall campy with Port Nine
<br /> GENERAL NOTES, al 3/bn PLY.SHEATHING of the National Building Curio(current edition)
<br /> T"E OWNER ANP/OR BUILDER SHALL ENLIRF THAT CONSTRUCTION 1 PLY LINTEL and the Uniform Building Cone.
<br /> C/1,/7/16•FILLER `Al WINDOW 2.2x4 All beam and lintel sin.. n the drawings ar
<br /> COMPLIES WITH ALL NATIONAL,PROVINCIAL,STATE AND LOCAL STATUTES, SEE LINTEL CHART W booed on f20.-2,the opo For other common e
<br /> ORDINANCES AND REGULATIONS. VINYL J CHANNEL Pedes refer to spun ladies c Coined in 4
<br /> PRIOR TO PROCLEDIDI WITH GONSTRI. PECI THE'BUILDER MUST VERIFY 12 V/" /� Port Nine of the Notional Building Code or the
<br /> ALL INFORMATION, DIMENSIONS AND SPECIFICATIONS OF THIS PLAN .�` 2.204 SLB SILL GARAGE DOOR Uniform Building Code.
<br /> MEASUREMENTS.
<br /> NTS.DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED Q �5 All lintels to Iw 2-2x2132,2 un Mss Shereise ncrtcd.
<br /> MEASUREMENTS. 7 3x5 JAMS GROUND SNOW LOADING on all stook plans is
<br /> ALL DIMENSIONS ARE FROM THE OUTSIDE FACE OF FRAMING AND CONCRETE 206 FASCIA 40 IDs/sg.ft.(1.9 kPosuites otherwise noted.
<br /> FOUNDATIONS. [� �'✓ DOOR
<br /> �j LOI•Y'051TE ROOF LIVE LOAD.91 P9F
<br /> JAMB FOR R 1 V 0.H. D W Ld I t In the ease of high now leads or onuses me
<br /> OWNER AND/OR MILDER TO CONFIRM ALL REQUIREMENTS WITH RESPECT TO,HEATING, ',r. PLAN VIEW••FOR ROOF LOAD WITH ATTIC ONLY condition.non-standard loundotions or beam a
<br /> PLUMBING,ELECTRICAL,INSULATION,PERIMETER DRAINAGE,ROOF DRAINAGE. TYPICAL PICAL HEADER beyond the acopo of tables contained in Port Nine
<br /> e
<br /> STORM DRAINAGE CONNNECTION/ROCK DRAINAGE PITS AND SITING WITH THE - .=
<br /> PERF. VINYL SOFFIT of the Notional Bonding Cod.or the OSA Uniform
<br /> APPROPRIATE AUTHORITY HAVING ARISDICTION PRIOR TO THE START OF CONSTRUCTION. REFER TO FOR OPTIONAL-DOOR OR WINDOW - Building Code,the owr•c/condor may bo roluiroo to
<br /> • WINDOW AID DOOR SIZES INDICATED ON THESE DRAWINGS ARE NOMINAL SIZES. SEE LINTEL CHART(SHEET 6 OF 9)FOR SIZES provide at Ns/her aspens.o engineer's report.
<br /> ROUGH OPENINGS VARY BETWEEN MANLFACTIRERS.OWNER AND/OR BUILDER TO 1x4 STUDS s Ib•O.C. 7 PLANS
<br /> CONFIRM ALL RO1GN OPENINGS WITH SUPPLIER PRIOR TO THE START OF CONSTRUCTION BLOCKING s MIDNEIGHT i HORIZ. VINYL SIDING Please consult with your localbuilding
<br /> &a.PLY SHEATHING
<br /> authorities.
<br /> AND TO ADJUST DIMENSIONS AND OR FRAMING DETAILS ACCORDINGLY. SEE LINTEL CHART SELECT HOME DESIGNS duos nolo .Nobility for
<br /> CONCRETE FOOTINGS I'SRT BE PLACED ON UNDISTIRBED OR COMPACTED SOIL NOTE, c R.O. WIDTH FOR SIZE any errors omissions on this pion uonkss ad road
<br /> TO AN ELEVATION BELOW FROST PENETRATION. FOOTINGS SHOWN ON THESE 204 SILL FINISH SIDING AND R.O. WIDTH In riling of such arcors or fissions prior to
<br /> 1.1x4 PLATE dSELECT ROME of conatmdian.
<br /> PLANS HAVE BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 1560 FOAM SILL GASKET SHEATHING0 TO DROP SELECT HOME DESIGNS Snell not be responsinla tax
<br /> P.S.F. Vt.BELOW SILL
<br /> fi-14 �_... A1x4 PLAT£ oSIryELEC nppre from these drawings odvis 1 by oII
<br /> • FLOOR DESIGN LOAD FOR THIS PLAN IS BASED ON A 40 P.S.F. LIVE LOAD AND Z , - 01 any,approving thorny or professbnol consultant
<br /> A IS P.S.F DEAD LOAD FOR A TOTAL DESIGN LOAD OF 55 P.S.F. RO• of any Erne prior to or during contraction.Further,
<br /> ROOF DESIGN LOAD FOR BUS PLAN IS BASED ON A COMPOSITE LIVE LOAD : HEIr44T R.O. ill
<br /> '. any such deviation or manges to these Alone
<br /> OF 32 P.S.F.AND A 10 P.S.F.DEAD LOAD FOR A TOTAL DESIGN LOAD OF - 1/2"DIA.ANCHOR BOLTS • 7u0.O.G. HEIGHT nullifies any responsibility Nat SELECT HOME DESIGNS
<br /> 42 P.S.F. 4"CONCRETE SLAB ONIIIMIES 1113 .
<br /> may have with respect to this plan or consequent
<br /> IF ••11 1x4 SILL STRICTLY PROHIBITEn. D.OF THESE DRAWINGS IS
<br /> GROUND A[.ESNO SOIL BEARING CAPACITY ISN WHIG•1T THIS AORN IF THE •IPbxb W.W.ME9H GR.4T1E 70,IAT
<br /> SSTOW/RAIN HIGHERGFOR BE THOSE
<br /> STATED WHICH THIS PLAN IS TO BE (SLOPE DOWN FROM STRUCTURE) _
<br /> LONSTRED ARE THAN THOSE ABOVE, IT IS THE I/2"EXPANSION.PINT 1x1 SILL AFTER ERECTING SILL
<br /> WALL APLEASE ND BASIC COTO YOUR NSTRUCDOH INFORMATION SHEET
<br /> RESPONSIBILITY OF BE OWNER/BUILDER TO HAVE THIS PLAN REVISED
<br /> ACCORDINGLY
<br /> ROOFING .`O" TYPICAL WINDOW FRAMING AOOIDDIWL INFORMATION
<br /> Y1"PLYWOOD "� DRIP EDGE alaSA G FOOTINGCONFIRM R.O. P I CAL DOOR FRAMING
<br /> .O. WITH WINDOW SELECTED ELECTRICAL SCHEDULE
<br /> S•COMPACT GRAVEL 1-1011S"FROM TOP SWITCH •CONFIRM R.O. WITH DOOR SELECTED
<br /> _, rO aE�g.�v (LAP MIN TI s.CORNERS)
<br /> ;v', 1x8 2.1(21 3IN FOOTING. 2-2x4 PLATE 3 WAY SWITCH
<br /> `}�'t 244 C3•Fr FAP p2-SIDES I BOTTGY'11 - x 4 WAC'SWITCH
<br /> 517E BUILT MASS 204 LADDER FRAMING . • 16.O-C. _V
<br /> 7x4 STUDS TIMER SWITCH
<br /> r LIGHT FISIURE
<br /> SEE SHEET 5 t 6
<br /> SEE NOTE BELOW NN-1O.TES PAD FOOTINGS 2 PLY LINTEL VINYL DOLOR GAP 2-2x4 PLATE = D' PUTLICHT(RECESSED)
<br /> 2.2x-PLATES f/ OpD
<br /> I TO HAVE 4151'(EACH WAY SEE LINTEL CHART 1 { Q
<br /> SEE DETAILS UNLESS NOTED OTHERWISE he It1. 2•A5 ~1 SEE L1N7FJ..GCHART I
<br /> 1
<br /> SHEETS 7 t B S (SHEET b OF FOR SIZES K a t FLUORESCENT LIGHT FIXTURE.
<br /> ( • O,H.GAR DOOR P..► Ix5 JAB 7/16•FILLER 1/4"
<br /> �t (9AEET 6 OF eJ -�220 VOLT OUTLET
<br /> '��T.,r, /4 f 4:,w -VINYL POOR CAP w .0 DUPLEX OUTLET
<br /> PLATE ALRIGHT TYPICAL WALL SECTION GARAGE DOOR HEADER DUPLEX our Ef- SWITCH DNE$:LIE
<br /> CONCION o.H.GAR DooR � Ix5 JAMB WPLEx Durt.T-s2-lr clRcutr
<br /> ape DUPLEX our GFI
<br /> GABLE END - 9'O.H.DOOR WP4 DUPLEX OUTLET- WCEILING GARAGE DOOR HEADER OWPPLLEX OUTLET- FLOOR
<br /> RODE LOAD WITH ATTIC OILYALARM
<br /> 1 6' O.H, DOOR MECHANICALSMOK{EDULE
<br /> FOR EXTERIOR SIDE OF GABLE END TRUSSES ROOF LOAD WITH ATTIC OILY
<br /> 94111 BETWEEN GUSSET PLATES WITH Ih•PLYWOOD. MO FORCED AIR FLR
<br /> SET TRUSS BACK I/2"FROM GABLE WALL SO DESSEt
<br /> PLATES ARE S FLUSH WITH 51110 WALL. -^'-FORCED AIR CLO
<br /> aptFORCED AIR WALL
<br /> UAL/RETURN AIR
<br /> . O EXHAUST FAN
<br /> *CEILING FAN
<br /> . c>prim JACK
<br /> ►N GREE
<br /> HB 4 HOSE SINE
<br /> ; rx
<br /> i-,,-...f,,,3,49 B COPYRIGHT J,99-
<br /> N SELECT HOME DESIGNS
<br /> NOTE,ALL T'�IBERS 2x4 NO2 SPF 3I f,IS j.. ':e s"IAV11 CS ma use of this plan' limited to o specified
<br /> •CUTTING LIST APPLIES TO 5/12 .i 4 n•,€„ r .;;S.Y protect at the purchaser ono for Inaconstruct."
<br /> • 01 one .
<br /> PITCH TSLES ONLY My neOo noor disclosure ur plans,reproductions.
<br /> -REFER TO SHEET 7 OF B FOR GUSSET REQUIREMENTS 'dao.designs and/or owangmnenls other Non by
<br /> SELECT HOME DESIGNS is strictly promoted by
<br /> BOTTOM CORNER
<br /> low
<br /> 0 By onn,,tnnotot ionbeer coon 0 try Te.
<br /> _ OVER#•4T•A' A 1e TOP CORy� anyone by any method,stowing bluopnnting,
<br /> TOP CHORD photocopying.photogroony.Booing,reorawirp a ,Aly
<br /> 624 D "I
<br /> ESPIEIER Q1 f+-• PEAK I/2"PLYWOOD BOTTOM CHORD other
<br /> bjeet to pena"y under Ino lay.
<br /> •
<br /> A 67.4 0 r.IAtgFT
<br /> X �� DETAIL SHEET
<br /> END 9 y GRAIN FACE 5:12 ROOF PITCH
<br /> X 90.0 D JOINT LOCATION O ('D OD ID f$ 0 BOTTOM PARALLELCHORD
<br /> 11411111i.•11111101 0 lit..
<br /> MEMBER® ICI MIDDLE -
<br /> ILS •
<br /> X C1. NUMBER OF NAILS +/ I'Re •
<br /> 1/4 y L4 1/4 / *JOINT LOCATION IS 12 4 6 0 10 DESIGNER 3Crd.E NTS
<br /> 12
<br /> $�0K -60 'nr 3"NAILS DRAWN 0011. APRIL,194E
<br /> CHEMED
<br /> © Q STAGGERED NAILS
<br /> O F ® y,-. REWS10N5/NOTES
<br /> SAT"FIBERBOARD
<br /> >a
<br /> I f 1/3 f 1/3 / ((3 il_
<br /> ME/9B
<br /> ER 9 ♦ 0o• yll)" . • O 61.3 D 31.7 OW ,/le' \ e �9,T �'�' NOTE,PROVIDE 1x4 CONTINUOUS BOTTOM CHORD BRACINGAT 6,0"O.C, TVP. TO ALL TRUSS SPANS. I D I - GUSSET c r1 `k, I.REFER TO CHART FOR NAILING REQUIREMENTS
<br /> 2.PLACE FIBERBOARD"UNDER `
<br /> JOINT AND DRIVE ALL NAILS
<br /> ,y F �����}}}}}''''' I/t•PLYWOOD GUSSETS BOTH FROM ONE SIDE. e:
<br /> HS 74.0 D 77.3 D SIDES AT ALL JOIIHTS • - GUSSET B • •�'
<br /> " \h \� tG
<br /> MEMBER Q J �
<br /> G , i c-
<br /> TRUSSBOTTOM GAINS CORNER ,M
<br /> SPAN A B C D E F G - AGAINST MEMBER® !J'^y - •
<br /> SPAN SPACING USA
<br /> P1,-,..1,,,
<br /> 0u1 c,/ `et rI 3275 WEST INA ROAD, SUITE 110
<br /> 57.11
<br /> 10'-D" 14°O!C II'-4 3//" •9`-4 9116"Z.
<br /> 10'•O" 4.4 I(!tb"W 4'•!1 7/B" 1?'•4 t/5• 2'•S 15/16" LiNTEL CNART k I I (604)TUCSON Az-124
<br /> 632 -' (SO4)861-1iL1
<br /> -FOR 92 P.S.F.LIVE LOAD AND 10 P.S.F.(DEAD LOAD. GUSSET A ♦ -
<br /> •MAXIPRM ROOF SPAN OF 24,0"• 1it42. SUITE ,9A4C 202 STREET
<br /> 12,0" 14"O/C 11,5 3/4• IDV S/Ib" 11.0• 4,11 1/0" 5.6 I/4" 1,1 EPS' 1'•9 1/5" •ATTIC SPACE ONLY•NO LOFT OR STORAGE IN ATTIC 1;•0I.'r t �I"�T-- . SUITLANGE 1 B.C. VIN 4A6
<br /> - FOR ALL G•-4.2F PACKAGES EXCEPT a SH•07. ,t (604)881-1124
<br /> 24'-0" 24"0/C 13'-6 9/4• 11.4 3/16" I1'-O" 5.6 I/2• 6.0 II/16• PTO 9/f6° 3,0 5/I6• G'S.I BET 0 GUSSET E f >
<br /> 79,0" r6.0/0 I5'-S 3/4=�13V 3/16' 11,0• 6'•6 S/IS" r-1 t/2" 9'•/15//6° 9•b 9//• SPAN CARRIES ROOF CARRIES GABLE Elnrn 'nfwaµ,.':clhomedesgnsxan
<br /> (•6.OVERHANG) (♦ 11.OVERHANG, intemet: eltttupiun.wm
<br /> (SIDEe,IRI FI (FRONT GABLE) 3. FLIP TRUSS.REMOVE FIBERBOARD PADS
<br /> 300• 1.206 2-104 •
<br /> 3,0" 1.2x32 1-305 BEND OVER PROJECTING TIPS OF NAIL AT
<br /> 16'•0" 3"x/5"Cr Ir AM a 20F 1-2012
<br /> RIGHT ANGLES TO PLYWOOD FACE GRAIN.
<br /> PLAN NO. DETAIL SHEET
<br /> GUSSET DETAILING SITE BUILT ROOF
<br /> SITE BUILT ROOF SITE BUILT ROOF TRUSS DESIGN 5: 12 IT
<br /> GABLE TRUSS DESIGN 5: 12 PITCHGABLE TRUSS DESIGN 5: 12 PITCH
<br /> - - X13 I O
<br />
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