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2004-120 (2) i HEIGHT: -20' - 10" FIRST FLOOR AREA : 480 SF SECOND FLOOR AREA: 480 SF. GROSS FLOOR AREA: 960 SF GRADE-TO-RIDGE . 0 Building Materials List for Plan #960-1 C Local building code approved substitutions may be made to this list— 0) .IM Variations in construction methods and materials can require modification of this list. Every attempt is made for greatest accuracy, but typographical r human error is possible. Quantities verification by the materials supplier o is recommended before materials package is finalized and/or shipped. E Concrete & Reinforcements For Monolithic Slab/Footing - Z Poured-in-place concrete -- ___ (min) 10 cy #4 Reinforcing Steel Bar 310If 16-20'pcs. E,0) � w/6 x 6-w1.4 x 1.4 wire mesh 458 sf 115 if, 4'roll • Concrete & Reinforcements For Stemwall/Footing Foundation 3 Poured-in-place concrete— - ---- --------'-- (min) 10 cy #4 Reinforcing Steel Bar-------- 520 If 26-20'pcs. CDC , w/6 x 6-w1.4 x 1.4 wire mesh 416 sf 104 if, 4'roll Rough Framing _ 2 x 4 x 92-1/2" HF/DF"stud"wall framing-------- ----- -- 88 pcs' 2 x 4 x 108" HF/DF"stud"wall framing----------------------- '-"-- 28 pcs' 5 pcs. ~ 2 x 4 x 96" HF/DF NO. 2 sole plate material---------- ~ �. 20 ice• N � 2 x 4 x 96 utility grade interior wall framing 2 x 4 x 96" utility grade interior wall plates---------------- 4 O N cry 51 PCs. pm 2 x 4 x 96"HF/DF No.2 for plates and lookouts ----� o 2 x 4 x 96" HF/DF No. 2 pressure-treated mudsill 11 pcs• _ 00 4 x 8 DF No. 1 Header - -- 10' length 1 pcs• 2 x 6 DF No. 1 Header 8' length 4 pc. 14"LPI 32 second floor joists f 9=9 3/4"length 19 PCs. If 14"x 1-1/8"thick LPI rim joist material 48 e t 3X'C-D APA Plywood, ext. glue Web Filler 4 x 8 sheet 1 sheet r 3/4"T&G C-D APA Plywood, ext.glue floor 4 x 8 sheet 15 sheets �■ 2 x 12 HF No. 2 Stair Stringer 14'length 3 pcs. 1 x 11.5"o.s.b. BN Stair Tread 12' length 5 pcs. 2 x 8 HF/DF No. 2 Rafters 12' length 26 26th' length 2 x 8 HF/DF No. 2 Rafters 8 g - 2 x 8 HF/DF Ridge board 8'length 3 p / �/ f 6'length 11 pcs• t t t o. 2 Collar Tie r(tI' 2 x 6 HF/Df N 2 x 6 x 22-1/2"eave blocks w/screened vent holes -- 24 pcs. ( f Sheathing Materials �{ •��1, r ,� 41 Roof Sh. 4 x 8 sheets 35 sheets �(�� t 1/2 , 5-ply C-D APA, ext. glue P.1. 2 0 �! t fi f f � 7/16"o.s.b.Wall Sheathing 4 x 8 sheets 14 sheets t �"! to 7/16"o.s.b.Wall Sheathing 4 x 9 sheets 12 sheets °� O �. �! ��ir!{it, Vapor Barrier � r r 1 • 400 If lift Roof 15#bituminous felt paper in 36"wide roll tt Wall 7#bituminous felt paper in 40"wide roll 440 If 480 sf # 960ml Floor.006"black polyethylene membrane Siding Materials _ AREA 8"textured o.s.b.siding boards with 1" lap 980 SF SIDING Cedar Trim: 5/4 x 4 --- - --- -- 8'length 12 pcs. Cedar Trim: 5/4 x 3 --- ---- 10' length 4 pcs.10'length 7 pcs. Z Z Cedar Trim: 5/4 x 4 Z Cedar Fascia: 1 x 6---------- 10'length 6 p� Cedar Rakeboard: 2 x 6 8' length 4 pcs. 0. CedarRakeboard: 2 x 6 12'length 4 pcs Z Z Roofing Materials w 9 sq. � Composition Roofing Shingles(verify as-built areas) 26 If W ✓ 0 7 Ridgevent material Windows and Door Assemblies 3030 sliding window(s) ------- -- 2 ea. - TOWN OF QUEENSFURY 3068 exterior door -------------- ----- 1 ea 3 ea. RECEIVED 3050 single hung window(s) —"�' BUILDING O 9'-0"x 7'-0"sectional garage door------- REVIEWED BY Z N MAR 5 2004 Metal Parts 9. Anch. bolts: 1/2"x 10"ASTM A 307/A-325,type X 27 pcs. DATE J 27 p� TOWN OF CijEEN5BURY 4 Hex Nuts for anchor bolts: BUI' DV4 AND CODE .. --- u6�_' Z N W Flat washer:2"x 2"square x 3/16"thick-------- 27 -- - UJI Simpson H2.5 clips(or equal) --"----- - -- 11 pcs' f - J a 4 Simpson FWH2 rafter/purlin connectors 33pcs. BUILDING CODE COMPLIANCE d ---_ _- or ual ------ -- 4pcs. Complies with the requirements of the UE�C 0 Simpson:STHD14 hold-down straps( equal)-- ' G Handrail, 1-1/2"dig.Wood or metal 14' length 1997, IBC 2000 & IRC 2000 or local codes CO" Handrail Support Brackets 4 pcs as required by the Building Official. FI E W O c Hanger-Simpson U26 for stringers 3 pcs. PARAMETERS: Cn d d m Hangers-Simpson ITT314 for single LPI joist 4 pcs. TOWN OF QUEENSBtlRY BUILDING APARTMENT 2 pc. cf�mph Wind (UBC) Based on odr limited examination Hangers-Simpson MIT314-2 for double LPI joists <100 mph Wind (IBC & IRC) nce with our comments SHEET 16d sinker nails�50 lbs.!box �lb• not oongh� � ��ft 50lb. Wind Exposure 'B' plans and Sp�fications are In full 8d common nails @ 50lbs./box 20 lb. Seismic Zone 3 (UBC) Compliance with the Building Codes Roofing nails @ 210 nails/lb. — _ - Seismic Zone B CC (IBC & IRC) of New York State, Drip flashing for window/door heads 27 ff `7626 sq. ft: SMAo d #. (Interior finishing materials are not included in this list) © 2002 BERM DESIGN To advise corrections, call 1-800-210-6776 Thank you. . 00CUPANCY CLASSIFICATION: "U" & "U 1" OF .9 UPDATED 2125/03 2D�aH I10 01OII 2 STRINGER NOTE: INFILL WALL FRAMING TO O O II O d A J SUPPORT MAKE UP FLOOR THICKNESS O 3 DETAIL U26 30501WDW. f �: 2 X 12 STRINGERS W �Na d- �' I W T F L N IN 'I ( • +I HI MIT314-2 HANGER DOUBLE ITT314 HANGER I 36' GUARDRAIL I MIT314-2 HANGER I N SEE 11 i DETAIL Q� ITT314 HANGER r/ • Q ' czW1 —O — C7 + I 1 Z I �' a m 18 MULTI-USE AREA IL ( N M M' J -m � V W J I l m Z I°C O m 'N J I I 41 I _.. �- 3050 JNDW. 3050IWDW. LINE OF ROOF ABOVE v ' SECOND. FLOOR FRAMING PLAN SECOND FLOOR ROAN 0 NOTE: 1 OI' FOUNDATION PLAN DIMENSIONS ARE TO FACE OF II CONCRETE OR CENTERLINE OF BEARING, AS SHOWN. 20 1-0 NOTE: FLOOR PLAN DIMI:NaIONS ARE TO FACE OF FRAMING OR CENTERLINE CIF BEARING, TYP. AS SHOWN. tF�� �O i • - • I I T S C N FL O LAND I ( I I 2 X 4 FRAMED .4 lift FOUNDATION SHOWN IS STEMWALL/FOOTING I( WALL, TYP. — CONFIGURATION. THIS CORNER SHOWS • H ND A �1 Z MONOLITHIC SLAB/FOOTING I — I { WINDOW AND DOOR ALTERNATIVE. SEE ' ( • I HEADERS SHALL BE 2- 2 X 6 HF2, WHERE REOUIRED, CONSTRUCT 2 X 4 R/ q I Q UNLESS OTHER-WISE NOTED• FRAMIE&_ TALL W/ 5/8 TYPE 'X' G.W.B. Z J I I 'WITH,2668 SC DOOR WT AUTO' / C O- I _ _ 7 -- - - - - - I ( I f BRACED WALLS AS PER i "$ 3 Z Z _ ! 199 U'BC 2320.11.3 & .11.4 & — J S2 3 w � IE� 2 .1 & - r co) Q F- I I 2000 C 368.9.3 & .9.3 1- 4' CONCRETE 0� � � Q ( ' ( SLAB W/ 6 X s W 1.4 X 1.4 ( i 2000 IFIC R602.10.3 - .10.8 & I CABO 1502.9 AS APPLICABLE _ N LINES OF I ` NAIL SIDING PANELS OR SHEATHING W/ 3 _ N Z CONT. CONCRETE sf, 4 8d @ 6"C.C.,EDGES AND @ 12,O.C.,FIELD, G p 0 3 J FOOTING _ } AND USE ALTERNATE BRACED WALL PANELS 3 BELOW, TYP. .� (ABWP) WHERE SHOWN o 1-CAR GARAGE d— O I o M NOTE: I CONCRETE SLAB o N Z FOR CONCRETE FOUNDATION FLOOR jj Z DETAILS, $EE'TYPICAL WALL p Q Q 1/2'Q1 X 10' A.B. SECTION 9 - I • � EMBED 7 INTO CONCRETE @ !� W SHOP AREA J a MAX. 48' O.C. SPACING, I >O LINE OF OPEN N* Z CL O 0. O f MIN. 12' FROM CORNERS ao WW ! • ! b WALL ENDS, TYP. f DOOR ABOVE 0-- oc�m Z O JJJ L O ZOO SLAB EDGE THICKENED TO I I = (� LL- z Q 0 S. WITH 1 #4 REINF. BAR • j O < f " t; O Z O I SEE GARAGE DOOR DETAIL ( ( O CONSTRUCT AS N _ ALTERNATE BRACED �— �. 1-to 1Y w N O W I • f I ( ¢ WALL PANELS, SEE L_ JUL � u- 36'X 48' ( I DETAIL ��(ABWP) I CONCRETE I ` • LANDM�G I J < SHEET •'�-• _ • _ _ • • • I 4 X 8 HEADER (30fia Z W 9'.0"X 7'-0' GARAGE DOOR I2 QPF OR ROU --+-- SEE EXTERIOR EMBEDDED HOLDDOWNS __- al I 1' ELEVATIONS FOR REQUIRED, SEE I i !; � ALTERNATE.BRACED t3 /�✓ WINDOW SIZES -DOOR ROUGH OPENING.. WALL PANEL DETAIL AND FUNCTION OF 9 FOUNDATION PLAN FIRST FLOOR PLAN SCALE: 1/4" 1'-0" . GABLE LOOK- 2 X 4 FLAT LOOKOUTS, UT DETAIL, LET-IN Q ENO RAFTER;TY TYP. 2 X 6 RAKEBOARD 0 V - ci T-li I (A i W Z W p 0 W W J � � • O a 3 _ --- m o 'RIDGEVENT, CONT. VENTED 2X BLOCKING 3 c� i Z BETWEEN RAFTERS 0 TOP Q w w e an > OF DOUBLE PLATE, TYP. a m N � a ?� SEE TYPICAL WALL SECTION X N Z N Q X q Q J q N ( 3 U fD X X X q --A N N W t i 2 X 6 RAKEBOARD NOTE: ARROW LINE INDICATIONS FOR ROOF SLOPES, ILLUSTRATE EXTENT OF SEE EXTERIOR SPANNING MEMBERS, NOT ELEVATIONS DIRECTION OF SPAN ROOF FRAMING PLAN r 0 SCALE'..1/4" = 1'-0" �p _ 3/48 CAP TRIM WOOD AS SELECTED 2X4TOP O DOUBLED FLOOR JOIST^ FLUSH WEB FILLER Z FILLER BLOCK 3 J 2 X 4 @ 16.O.C. C' N 1/2•G.W.B. 2 PL NOTCH AS REQ'D. 0 � 2 X 4 ATE 03 W FLOOR PL WOOD u% MM W Q STRINGER ccW Q 0 0 � 12- STAIR TREADS `O 1/4'0 LAG SCREWS W/FLAT WASHERS.STAGGED Q 16.O.C. --� PLYWOOD FLOOR DECK FLOOR FRAMING SEE PLAN.SHT Z a J SIMPSON U26 HANGER W`' co IL 16d NAILS NOTE: Z HARDWOOD RAILING W ASSEMBLY MAY BE �,,- a SUBSTITUTED FOR Z N G.W.B. GUARDRAIL, COMPLY W/ V U.B.C.REQVTS. • Y. a O 6 T STRINGER SUPPORT D E TA I I_ 1 INTERIOR GUARDRAIL DETAIL = ° ° 1-1/2" 1'-0" SCALE: 1" = 1'-0" CAI (FOR L.PII) SHEET 3 OF 9 E O V 1 X MULLION TRIM, TYP. RIDGEVENT,CONT. SINGLE TOP PLATE, 2 X 4 BLOCKING C --Z 2 X 6 RAKEBOARD H 1 !SHEATHING PANEL JOINT,' - � \ ( / ._ ■C END RAFTERS i _ _ -- �.'� WALL FRAMING 12' X 60' ■ I�I 3 5 3 5 DECORATIVE NqLE SHUTTERS 3 COMPOSITION Z 11 q ��I N H N ROOFINGf� M Q 3 SIDING: W TEXTURED 8"O.S.B. LAP SIDING W/ 1'LAP, OVER 7# FELT, OVER SOLE PLATE 7/16' O.S.B. SHEATHING OPTIONAL SIDING: 7/16' TEXTURED O.S.B. PANELS DRIP EDGE FLASHING — +— — — = —_ OVER 7#''FELT VAPOR BARRIER USE VERTICALLY PLACED —— — _ 4 X 8 SHEATHING PANELS, TYP. 1 X 6 FACIA, TYP. I ' �I I ` 5/4 X 4 WRAPTRIM, BUTT SIDE MEMBERS TO TOP LI E ! �� 1_ t I ( I — _ AND BOTTOM, TYP. 9'`X T GARAGE DOOR PARTIAL WALL FRAMING SHOWN IN DASHED LINES I ! -5/4 X 3 is X 4 CORNER � �I BOARDS, TYP. I If FINISHED GRADE LINE NOTE: 1 4 WINDOW SIZES ARE '— i — — 1 �---- LINES OF FOUNDATION NOMINAL IN FT./IN. X FTAN., TYP. W LEFT SIDE ELEVATION VERIFY w/ SIC NEAREST MANUN'ACTUR FRONT ELEVATION SCALE: 1/4" _ V-Ow PRODUCT DIMENSION SCALE: 1/4■ = 1'-0" NOTE: FOR WINDOW LOCATIONS SEE FLOOR PLANS 'FOR E DIMENSIONS. r 1 0 Z ill j J 3 5 d HN Z Z - o o � o0 3 0 ( G II L S OPTIONAL 3068 Z J DOOR �! _ —_--— H W - Z ,� U O W -- ---- -— — — -_ -- LU ~ LU x = W to -�- --- --- -- - - - �.. _- SHEET -4- - - - - - - -- - - - - - - RIGHT SIDE ELEVATION REAR ELEVATION 4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" OF 9 GORRUOATED-PLASTIC RIDGE CAP OF GAWL- 1200E VEWT FOLDS MATERIAL AS OVER RIDGE, ROOFIWO 1JAILED ro COWF-012MIWG TO SWEATWIWO TW120UGW SLOPE OF ROOF PLASTIC VEWT.COMPOSI 15' - 2 1/2" 0 ROOFING (COLLAR (COLLAR TIE POINT-TO-POINT) v RIDGEVENT,CONT. 5# FELT _ 3 C 1/2 COX SHEATHMG SIMPSON FWH2, FULLY NAILED y RIDGEBOARD 12 2 X e RIDGEBOARD Ip L COLLAR TIE PURLIN PURLIN � 2 X 8 RAFTERS C W W O 3 �IeetP SWEATWI1.16 1 IW. 4 O To Ni lu. FRoM aIn6E 50ARD To ALLOW FREE I ` 1.1/2'O'WOOD HANDRAIL W/ AIR PA44A6E• RMEDIATE SUPPORT 1 /1 BRACKETS, RETURN SECOND FLOOR ENDS TO WALL, TYP. O UPPER RIDGE DETAIL T NOTE: „ L, O BEFORE CUTTING ROOF FRAMING 1 1/2" = 1'-O" `r) ��� I I 1 N MEMBERS, CONSTRUCT MOCK-UP OF RAFTERS W/ COLLAR TIE,BASED ON THE - WS' TYP 'X' G.�IN.8. \ �I j I I I TOEST ESTABLISH P TT DIMENSIONS SHOWN; ERNS. - \ N ,- M12 X 12 STRINGERS; Q Q I W 00 1" NOSIFfC;, TYF� FIRST FLOOR CONCRETE SLAB FLOOR -- — /7- 77 7- (1) RISER (7-3/4" MAX.) (13) TREADS Q 10" = 10' - 10" T-2" LANDING LANDING:-CROSS-SECTION CONSTRUCT W/ 2 X PRESS.-TRTD. FRAMING SCALE: 1/4" = 1'-0" @ -1s' O.C., W/ 3/4" PLYWOOD FLOOR - r O COMPOSITION ROOFING 15# FELT - 1/2'COX SHEATHING 2 X 6 COLLAR TIE SIMPSON FWH2, FULLY NAILED `' COMPOSITION ROOFING Z /`� 15# ROOFING FELT d 2 X S RAFTER 2 X 8 RAFTERS +--""'/ �V2"CDX SHEATHING-- Z BEARING NOTCH 1-3/4", ` _ zo(� Q 2 X S PURLIN _ W`� a: Q 4 o i�co o 0 SIMPSON H2.5 -- VENTED 2 X BLOCKING d; 0) W/ SCREEN J. CO 3/4' T&G PLYWOOD FLOOR uj r co SHEATHING a _-_ _'PANEL JOINT a, Z Z u�y�I N 0 J 14' T.J.I JOIST Z DRIP FLASHING a _' H Uj .j;PI RIM JOIST r N 0 -- 1 X 6 FACIA 9 Q O N (DLOWER RIDGE DETAIL a .— L) 0CA IL 0 1 1/2' = 1'-0' v — w CC o0C CONT. DBL. 2 X 4 TOP PLATE 1 co I SHEET SHEATHING OR PANEL SIDING O/H l EAVE DETAIL OF 9 1 1/28 = 1'-00 Structural/General Notes /Specifications A. General - BACKSPAN -4f ._OVERHANG - The following notes shoo dadfy and supplement the worldng drawings. 2 X 4 FLAT LOOKOUT LET IN ROOF SHEATHING O TO TOP CHORD OF END RAFTER I (� B. Codes&Standards I Uniform Building Coda(UK),1997 Edition/AO.318;AO SP-1S/M B II A Manual (Fa the dm mom of stack plon use,comply with all tenet opplimble codes as r gWrad by Building Official) NAIL N L ,�LN Roof........................25Ibs/sf --- 2 X 6 RAKEBOARD Floors.......................40 b/d Stairs&Exist..........1001bs/sf 2 X 2 TRIM FILLER VW........................80 mph,Exposers T(Vadfy for spodk siting) Seismiczene(UK 2312)..............3 RAFTERS Z E"Pressers..................3Wbs/dequiv.Fluid pressure 2 X 4 TOP PLATE SEE EAVE DETAIL -� 2 X 4 @ 16- O.C. WALL FRAMING ESD D. Soil&Foundation Do* 1. Soil boo*dote not available.Assumed sod bearing mp *=2000 Ibs/sf. 2. Extend all footings down to undisturbed soil of 16 specified strength with o minimum depth of 1W below odjaant grade,or as mquired by hod building olfidal,based on WfrostBag depth. - � 3. Center all columns OW on colu and wells 98W spedfiroly dianeasioned ot G.W.l3. AS REQUIRED calm4. Compacted fill tobe well graded and groaulor with ant mom than 5%passing a 200 slew.Place in 8-inch loose Wis and compact to95%modified AASHO -_- - deastty of optimum moisture. DOUBLE TOP PLATE E. Cast-In- Comte ca Cast-In-Wove Cod Reinforcing Steel 1 ------- 1. Coaude of the following 28-day slreaO.5 sock a mem/cy(min.2500 psi);max.6 gal water/sack for all strudurol macro ,iadudiag fouadotions and slabs SHEATHING/PANEL SIDING AS SPECIFIED on grade.Maximum sized oggrogab VV.Mloximun dump 4'.Add Nestor Builders Posnolidr per aenubdurers nmmmmkli as to all OEM MW footings. ; CoaaNe for exterior wooks to be air entrained(5%air). ____ 2 X 4 @ 16" O.C. d 2. Reiniordog steel ASTM A-615 grade 40/60.Use grade 40 for temperature steel,stirrups and dowels.Dated,k6ub cad plan is ocoordonos with de latest LINE OF SIDING AS SPECIFIED __. _ STUD,-WALL FRAMING o0on of A.CL%oauol Of SkWW ProdW. 3. Cow*cowr on reiobrciap 9W(dear dimeasioas): 2 X 4 PRESSURE SHEATHING/SIDING/VAPOR Suspended...................................V4 - TREATED SILL BARRIER AS SPEC'D. Beans&cobmhas(b ties)...............-...1'r4' W/ 1/2" X 10" ...... • (DGABLE LC)OKOUT DETAIL ANCHOR BOLTS Nnn•expated vabcol fares........... ...1 ' Yaticallaces exposwtoErdlorwoother-r @ 48 O.C. CONCRETE TOP AND UBO TOM WALL bumofbeft............_................3 SCALE' 1" = IW (#4 @ 12" O.C. IF FDN. Slobson-grade(=top) -1,W CONCRETE SLAB FLOOR WALL > 24" HEIGHT) 4. Lap all field spfims 24 diommors wilk minimum of 12'.Band outer wall looting bars 12 W hes or ase cormr bore ot d mraers cad no Wandiokw - 5. Provide min.one motimkous#4 bar m top and bottom of foundation walls w/#4 m lY o c wben nU boigM oxmed two int Pro"ass two mnwwo CONT. 2 X 4 WALL,TOP PLA rE - -- z #4 bars in footings.Dowel foundation walls to footings w/#4 x 1 W bap @ 16'o.c Embedded V into looting.(No show keys W*011) 2'-8' MIN. FIN. GRADE 6. Reiniorte orowd no and slab openiaps,with sides of 12'or greater,with two#5 bars extending 24'beyond carvers on all four sides.Provide one extra#5 - diogoaal bar,f-r loop,of each weer. SEE FOUNDATION PLAN 7. Slobson-grode:Rol sub grade and moiden bebn pour.Sari mt rack control joists within 24 boors of pour or install Zip-Skip,with maximm of 12'-r for - - - 4'non-reinbroed slobs and 40`0 br rainimad slobs(min.reinloronp:w6 x 6-w1.4 x 1.4,supported) .006' POLYETHYLENE (VERIFY/SATISFY coscMe Segrepatioa of wbrink to be prwentad.Test cylinders not required -• _:_ (RE�IERSE AS APPLICABLE) VAPOR BARRIER A Vibrote all ea m fill against buadatioa a bosemem walls wtil flners an is place a wallsaw bees adpumely shored b resat lateral each prosswes _ LOCAL DEPTH I I �° REQUIREMENT) 9. Pl 1 � GRAVEL BASE AS REO D. _ • Od NAILS @ 6' O C., w w co F. Mama Is aadicalk) '1� I I' I• INTO STUDS CONCRETE FOOTING W/ (2) \ 1 1. Holmmemorywits:F'M=1350(hall&bellcm.u.) I• I 11•1 #4, CONT AND #4 DOWELS Mortar type S:1 py'b lane puNy,4 sand(UBC) f I @ 16" O.C. VERT. Grout:Y000 psi pea g�concrete V sack) •I I �• •( OPTIONAL FOOTING DRAW. 2. Roinforrinp steel:ASTM A415,grade 40. HEADER AS SPEC'D. j • •. 5" 6" 5- 3. Place�to R(a m g�than 4'.r bei8he NAIL SHEATHING �I ( . BEARING SOIL SINGLE STUD e 4. Wall reiobrap: TO HEADER @ 6'O.C. 1 I V-4" 0 WAY 6'walls:#4 vmiod @ 48'of w/#9 win born:.Joint ru c TO,t @ r o r walk:#5 veeticd @ 4r o c.w/3/16'dio.wire buiz Joint hint @ r a c ` •) 1 Install two bars is woors,wall W Wsodioas,wall endings and crowd opmimgs.lap all bars a inches cad joint reiiiie ,12 inches,Use inner bars far outer APA RATED SHEATHING . �. � r3! 2 X 4 STUDS,EA44ACH �SHEATHING TO EACH OTYPICAL_.._hors ill bond beams and#imbrsodiap woos. �_-- - _ __ _.- 8/8' MIN. 24/0 EXP. 1 5. Anchor bridle veneer to wood fromed wallas&Moiled with 22 In.17/1'x T plvooized mmgobd wall ties @ IV o c ea.Way with one Simpson m20a mil. BOTH'OUTSIDE AND WALL SECTION� �. 3/4° ' 1' 0 INSIDE FACESI 1• I 6.T'wber end Wood Froahim E.) (•( I• I ---' of 1. Substitution of wood speciesherein may be a approved by local Building OfkW and material strength and capacities AhaU aquol or arced that tdnntifiod i I the species identified herein I•��` 2. All lumber In be graded per book 16 of do West Coast Lumber inspection Bureau: l 'Y HF/DF no.2 for joists,rafters,I&framing,dabs ad bracing OF no.1 for pasts and beans / '- HF/DF'We for skid wall frombe SINGLE TRIMMER STUD �•I �. 2 X 4 PRESSURE-TREATED WALL FRAMING 3. Comply with do latest edition of t e NFPA'Ndoml Design Specifimtiw'a modified by I e UK for all skudu el timber requaemags C Joists OW roffers shell haw Y mminal dads solid blocking ofsupports, DOUBLE KING STUDS (• SIMPSON STIi01 A OR EQUAL SILL'W/ W ANCHOR BOLTS C Z S. Spike lomimlad members together w/10d mils @ lY o c,Awrod.Splice bminaboas of suppportt only. I. EMBED INTO CONCRETE Ur @ 48" O.C. SIDING 6. Provide e d washers for all baits bee*on wood.V. All mils shall he common win aails _ _ FULLY NAY_ TO WALL MONOLITHIC-POURED Z 8. Glue-lomimtod timbers,Douglas Fk,AI.T.0 grading:mmbamlaa 241`43 br"*spoms:2V48 for matibvered spmo.Dry comaltiomsof use.Ardhi"W 4-1/2', TYP. ! 4" CONCRETE SLAB a appearance grade when exposed to view.Fabrimtiom plant AJ.T C iespodedJ Wrap Individual members 9. Plywood:Roof sheathing to be'W C-D b"po plywood with axlerior glue,P.L.24/0(use 5-ply for panelized roots)Nadiap Ild @ V o e of panel edges ad 1/2' f]IA. ANCHOR BOLTS 4" GRAVEL �\ • \ li � Z tad @ lY oc m iaMrmediob supporls.Sub-flooring tobn►'Y' apa C-D plywood with exterior glue,P.L 31J16.Use IncT&G anderloymerd.Ghe cad hat with Z � W/ 7" MIN. EMBEDMENT BASE AS REO'D. - GRADE td @ C o c of pawl oddes and @ 1r m internediote supports I '' _ (r} it h"brimW trussed members b he despised by opplimble stab knosed engineer in oenrdance with requiremlms shown ro do drawings.Convedor shoo . data shall he mode available for submittal b the 006" POLYETHYLENE W verily as-fromed dimensions;and conditions prior b truss bbrimtion and com%*as required.All engineering W y BoYdiag Official as required. _ VAPOR BARRIER p p •• 1 1 � __ H. III th• I GRADE LINE 4" MIN. FILLET TRANSITION • • t1. __ w.._ . N 1. All sbel,except tabimg:ASTM A-X Pipe:ASTM A-53,Type E or S,erode B.Tubular section:ASTM A500,grade LAD bolt:ASTM A-W/A•325,type Z W J 2. All bbriogon,w dion and dociliag shall be in accordance with the krhd edition of the'Monual Of Steel ConoudW of the American Inditoto Of Stool I&_ . t. .... f" J I (3) #4 REBAR, CONT. BEARING SOIL O 4 i 3. AN welding by WABO oertified welders in 0000rdoom with do'Wel %HoWboW by the Ammain Weldiap Society. gr EO. EO: B",*` tls-- CONCRETE FOUNDATION . 12" Z Z J 4. Ao welds 3/16'min.co MwA fgkt wank using ASWAS,UW01 electrodes AS SPEC D. NOTE: 4 00 4 S: Provide washers am all ballad comecim _ J VERIFY LOCAL FOOTING DIMENSION REQUIREMENTS W V G 6 All steel not embodded inconaMo er mosoary sball receive one shell hat of a approved primer gam.Apply two malt of heavy asphaltic pond b all steel W 0 in imposed to earthCn' FumabcompW'shapdrar'nmps"erlai°brhnp°n ALTERNATE BRACED WALL PANEL W J J o 1 THICKENED EDGE FOOTING Z H 4 4-fW- a J I. Contractor 3/4" = 1'-0" (FOR 2-STORY) AS PER U.B.C. 2320.11.;, Z m x Q O A 1. Contrabr shall wdfy oU site conditiomsamd dimeraioas in fiald. 2. Provide temporary brodag as required uetil all porn montconnedions and stiffening have been installed 2000 IBC 2308.9.3 & .9.3.1 & o J Z J i 3. Verify size and bmtions of all openings in floor,real and woos and coordinate with 41KN l and medoaiml work 4. Pm4domW b mshed he s bolWW cad imWW is amordmnce with=Woured reco ms.mnendod PF&4W rimW assembliu Ad he ed=Aw wh 2000 IRC R602.10.3 - .10.8 & 4 W say as-built do aostroder repardinp dimeasloas,dearonoe and applioobla building node nquinaentr 41 DI UG PAIJ EL 0 V W J W CABO 602.9 StIEATIIItJG(OR CTUD W 11 it- m > i All HYAY equipmw shell he determined by owner osd/er oostroctor specific b this project and tocrghly with all opdioohk males.Perbrmoma cob and {: •• CourtuuouS WALL FFM 4I �E-wALL N Fes•1Q dakibution layout shoo be provided by mechooi al subcontractor.Solueftls shall be coadimied by the comrodor as required by the Building OR'idal ':"• Noa1ZOIJ TA L _ ' WE F{.A6tJItJG 6. It a the lateen of these drawings cad specificefim to comply with to requirements of the Uniform Building Code ad all other relevant codes and ordisanas '�; . Any disnpmmies,missions or errors shell be be brought tothe atlasr'on of the designer for dor6co*a or mrradion before beginning the work.It Is the W/ 4-I u.(U t u) Dour I uuoUS OVERLAPS 1 Mo14TURE BARRIER SHEET respoosibiYty of de general matrader b or m seek dad8mtion odioo H needed. �` •: swmcm�w ;: •• I " ` e Z METAL FL.ASUIUG SIDIMS PANEL 41DING PAtJELS . r • ' .` °' IA014TURE DARRIER COIJTIMUOU4 TION UUDER W0121301JTAL MIN.REBAR y �..f 140METRIG GlDItJls JOIIJT • '� (o FLASHING DETAIL of 9 FOR PANEL. SIDING ONLY - r HEADER AS SPEC'D. V HEADER AS SPEC'D. SHEATHING: - SHEATHWG/SIDING 2X CASING HEADER AS SPEC'D. VAPOR BARRIER VAPOR BARRIER 0 I FLASHING/DRIP EDGE 0 --WINDOW WRAP TRIM • HEAD p WRAP TRIM C HEAD p SHIM NAILING FIN FOR ATTACHMENT JAMB SIZED FOR CASING •� �; THICKNESS H TRACK. WALL THICK ' GARAGE DOOR STOP, MAY BE HEAD p FLASHING/DRIP EDGE .a FITTED WITH SEAL SHEATHING, VINYL WINDOW UNIT = E VAPOR BARRIER TRACK'- MOUNTS TO CASING WRAP TRIM E CD ■■� • JAMB p 1 JAMB JAMB p CASING, NAIL TO FRAMING 3 STOP ,�-VAPOR BARRIER CAULK WINDOW WRAP TRIM Q ROLLERS MOUNTED ° - 1 - TO GARAGE DOOR DOOR PANEL W/ to MORTISED HINGES ~CAULK SLAB IDGE CONCRETE GARAGE EC DOOR FLOOR SEAL JAMB p NAILING FIN FOR ATTACHMENT OPTIONAL DEPRESSED SLAB EDGE FOR RAIN SEAL THRESHOLD WITH SEAL KING STUD THRESHOLD�p THRESHOLD p TRIMMER STUD __ olo CONCRETE FLOOR ao Ic T SHIM FOR LEVEL AND SUPPORT APRON/PAVING FOUNDATION AS SPEC'D. EXPANSION 2 X 4 SILL JOINT MATERIAL • (DDOOR DETAIL SILL p NAILING FIN FOR ATTACHMENT WINDOW WRAP TRIM VAPOR BARRIER @GARAGE DOOR DETAIL PLAN VIEW SHEATHING. 3/4" = 1'-0" CRIPPLE STUDS vvr oarK�wu.SLOCKWG AS n�DED NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERIC -COF�STD AND ACTUAL PRODUCTS MAY VARY SLIGHTLY IN CONFIGURATION. CORNER FRAMING OPTIONS VINYL WINDOW DETAIL o DOUBLE TOP PLATE DOUBLE TOP PLATE OVER HEADER t CRIPPLE STUDS HEADER ; i G DOUBLE 2 X 6 HEADER DOUBLE 2 X 6 HEADER W/ OPTIONAL DOUBLE TOP PLATE 1/2" PLYWOOD FILLER AT INSIDE FACE ' CRIPPLE STUDS KING STUD Z Z KING STU VERIFY WINDOW ROUGH J �k 3'-4" ROUGH OPENING OPENING$IZ�..WJTH $ELECTED TRIMMER. CL DOUBLE4EINB STUD PRODUCT BEFORE FRAMING Z TRIMMER STUDS WN z z TRIMMER W cc ¢ Q a _ z 0 a w Air t ._ p KING STUD SILL 2 C9 GARAGE DOOR OPENING DOOR OPENING' DOOR OPENING c N O • `O Z W N LL CRIPPLE STUDS Z m N R, 4 W O J F" Z PRESSURE-TREATED Z Op Q C W SILL ANCHOR BOLT V W �? O J PRESSURE-TREATED SILL Q 10 a SILL WCC 0 00 S QOZ '�� SHEET ---TOP OF CONCRETE FOUNDATION WALL GARAGE DOOR SEPARATOR FRAMING DETAIL DOOR FRAMING DETAIL WINDOW FRAMING DETAIL °F s 9 1997 UNIFORM BUILDING CODE EXCERPTS FROM CHAPTER 23 EXCERPTS FROM CHAPTER 23 1997 UNIFORM BUILDING.CODE TABLE 23-11-A-1-EXPOSED PLYWOOD PANEL SIDING TABLE'234I-B-1-NAILINd SCHEDULE STUD SPACING pnches) CONNECTION NAILINGI MINIMUM;KNESSt PLYWOOD SIDING APPLIED DIRECTLY BER TO STUDS OR OVER SHEATHING 1. Joist to sill or girder,toenail 3-8d x WL4 fdr min im OF PUE x 3SA for Min 2. Bridging to joist,.toenail each end 2-8d 3/8 3 162 3. 1" x 6"(25 mm x 152 mm)subfloor or less to each joist,face nail 2-8d 1/2 4 24 4. Wider than 1" x 6"(25 mm x 152 am)subfloor.to each joist,face nail 3-8d )Thickness of grooved panels is measured at bottom of grooves. 5. 2"(51 mm)subfloor to joist or girder,blind and face nail 2-16d 2May be 24 inches(610 mm)if plywood siding applied with face grain perpendicular to studs or over one of the following:(1)1-inch(25 mm)board sheathing, _ (2)7/16-inch(I I mm)wood structural panel sheathing or(3)3/g-inch(9.5 mm)wood structural panel sheathing with strength axis(which is the long direction 6. Sole plate to joist or blocking,typical face nail 16d at 16"(406 mm)o.c. of the panel unless otherwise marked)of sheathing perpendicular to studs. Sole plate to joist or blocking,at braced wall panels 3-16d per 16"(406 mm) 7. Top plate to stud,end nail 2-16d 8. Stud to sole plate 4-8d,toenail or 2-16d,end nail •ttftftl♦ 9. Double studs,face nail 16d at 24"(610 mm)o.c. 10. Doubled top plates,typical face nail 16d at 16"(406 mm)O.C. w Double top plates,lap splice 8-16d le 11. Blocking between joists or rafters to top plate,toenail 3-8d coo 12. Rim joist to top plate,toenail 8d at 6"(152 mm)o.c. TABLE 2341-A-2-ALLOWABLE SPANS FOR EXPOSED PARTICLEBOARD PANEL SIDING 13. Top plates,laps and intersections,face nail 2-16d 14. Continuous header,two pieces 16d at 16"(406 mm)o.c.along each edge ' MINIMUM THICKNESS pnchea) x 25A for mm 15. Ceiling joists to plate,toenail 3-8d Exterior Collings and 16. Continuous header to stud,toenail 4-8d STUD SPACING(Inches) Siang soffits 3-16d, GRADE x 25.4 for min Olrset to Studs Continuous Support Direct to Supports 17. Ceiling joists,Zaps over partitions,face nail 1 16 5/s /s /s 18. Ceiling joists to parallel rafters,face nail _. - 3-16d M- M- 19. Rafter to plate,toenail 3-8d M-2"Exterior Glue" "24 5/8 3/8 3/e 20. 1"(25 mm)brace to each stud and plate,face nail 2-8d 21. 1" x 8"(25 mm x 203 mm)sheathing or less to each bearing,face nail 2-8d 22. Wider than 1" x 8"(25 mm x 203 mm)sheathing to each bearing,face nail 3-8d 23. Built-up corner studs 16d at 24"(610 mm)o.c. TABLE 2341-B-2-WOOD STRUCTURAL'PANEL ROOF SHEATHING NAILING SCHEDULEI 24. Built-up girder and beams 20d at 32"(813 mm)o.c.at top and bottom and staggered 2-20d at ends and at each splice 25. 2"(51 mm)planks 2-16d at each bearing ROOF FASTENING ZONE 2 3 26. Wood structural panels and particleboard 2: Subfloor and wall sheathing(to framing): Far�'a'g Schedule 1/2"(12.7 mm)and less 4 6ds on center) 9 1 /32"- /4 (15 mm-19 mm) 8d or 6d _ 8d WIND REGION NAILS PANEL LOCATION x 25.4 for min 4 �/g"pl"(22 min-25 min) lOd4 or 8d5 Greater than 90 mph(145 8d commoh' Panel edges - 6 6 4 11/8 11/4 (29 mm-32 mm) kni/h) Panel field 6 6 64 Combination subfloor-underlayment(to framing): 5 Greater than 80 mph(129 8d common -Panel'edges3 6 6 4 3/4"(19 mm)and less km/h)to 90 mph(145 km/h) 7/8"-1"(22 mm-25 mm) 5 Panel field 12 6 6 11/8"-114"(29 mm-32 mm) lOd4 or 8ds 80 mph(129 km/h)or less 8d common Panel edges3 6 6 6 27. Panel siding(to framing): Panel field 12 12 12 1/2"(12.7 mm)or less 8d6 1Applies only to mean roof heights up to 35 feet(10 700 mm).For mean roof heights over 35 feet(10 700 mm),the nailing shall be designed. 5/g"(16 mm) 8d6 27he roof fastening zones are shown below: 28. Fiberboard sheathing: r 1/2"(12.7 mm) No. 11 ga.4 a. O _ No. 16 ga 9 25/32"(20 mm) No. 11 8d4 No. 16 ga.9 29. Interior paneling 4d to 4 FT. if 1Commo4 FT. 1/4"(6.4 min) 4 FT. -►I . l 3/8"(9.5 min) 11 i INCLUDING 1 FI'. n or box nails may be used except where otherwise stated. 5 FT • ( 2Nails spaced at 6 inches(152 mm)on center at edges, 12 inches(305 mm)at intermediate supports except 6 inches 152'mm)at all supports where spans are OVERHANG)' --- T 48 inches(1219 min)or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Sections 2315.3.3 and 2315.4.Nails for wall sheathing may be common,box or casing. I I ( I 3Common or deformed shank. I I I I 4Comn:on. I ( I I 5Deformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. I 10 I I 10 I 2 717asteners spaced 3 inches(76 mm)on center at exterior edges and 6 inches(152 mm)on center at intermediate supports. I I I I sCorrosion-resistant roofing nails with 7/16-inch-diameter(11 mm)head and 11/2-inch(38 mm)length for 1/2-inch(12.7 mm)sheathing and 13/4-inch(44 mm) length for 25/32-inch(20 mm)I sheathingtconforming to the requirements of Section 2304.3.( I 9Corrosion-resistant staples with nominal /a6-inch(11 mm)crown and 11/s-inch(29 mm)length for 1/r nch(12.7 mm)sheathing and 11/2-inch(38 mm)length I I I for 25/32-inch(20 mm)sheathing conforming to the requirci m-ents of Section 2304.3. I ( I I 10Panel supports at 16 inches(406 mm)[20 inches(508 mm)if strength axis in the long direction of the panel,unless otherwise marked].Casing or finish nails spaced 6 inches(152 mm)on panel edges,.12 inches(305 min)at intermediate supports. I I i I 11 Panel supports at 24 inches(610 mm).Casing or finish nails spaced 6 inches(152 mm)on panel edges,12 inches(305 mm)at intermediate supports. I 1-212 ROOF RIDGE 3 Note: For 113C comparable, see ch. 23, table 2304.9/' For IRC, see ch. 6, table R602,3(1)/ ROOF FASTENING ZONES For CABO '98 see ch. 6, table 602.3a. a For SI: 1 foot=304.8 mm. W 3Edge spacing also applies over roof framing at gable-end walls.4USC 8d ring-shank nails in this zone if mean roof height is greater than 25 feet(7600 mm). Z � J to Z W SHEET NO. i Do"I-joist Haling FLOOR FRAMING DETAILS FLOOR FRAMING DETAILS Meager Detail LOAD-BEARING CANTILEVER DESIGN/DETAILS _ webfMar'equiedlhoige l-P SoYd Stan Riir Board LPI Riau Joist LPI Bkckitr6 at Exterior Woo Hmp Dotal Filer blot WA film dw„d�WP 6 0` A No Ralnfor meat Required Sea pupa 8 fa hvi/elockfn% Web wee Fewi de bond b eah floc Capadry Fjds►asp aro Bd eel a 10d r, Sa pope 8 to ;r'+r'~ �• LM 6bdp box ad pa Ionpe Rim/Skid* Web fie ,�P':' .y. L°�:�7i• 1/8, • `x%`• I _ Cap* npuiarrnb "�""M"e .`i►•'.. (a e9ud)dostdd ° 216,01101 mimem roared fa b +� •r'. R'.` Roof Spun ;�► . Somedepdcesl w •r '.v' •, 2.-0 + , 8„ ? .'+a Vhh FBee:insadl •b by flee**{/ - • NOR . •t•'�' f loot '; �, .,: ,,� y ► •r W10m •,t ,- ' •Jf, •y.' papdwimfmadevAismsbAs&otsinr�eIjas►• • ";ay. . ��,� •'�► »� •t usirp am lOd' FiBor gk&.iosbl wide 1/8'*jmw W a I*Rend hM �i!��° ° -`�':°J' ►d� � + .� ° pm p �,1• ° '�'•' ddD Flotfi may beiasedfelK, l'-0• i0• g'; •' Sea pope 22 fa ,"� , •f 8d mk at 6 o.c. 2'-OT'� •: flta ad web ties with rows d ' NOTE& �t •�°' � Fie hock ham each side.(tint when passible. ON ` lid axis d 6'o.c • Caned double Fpisb nsinR 1'bap filer hocks •�` lf� ioa rid 10d at ad ads d b'o c lwhr used br soda tawfr aai b beep V4 woo OW awk sable d tight fa file size. 6'o.L law from (when used to slow eaede,nail b Ixioip (tale will same rxiep sdidde is dediid%1 bowm� See W k d no fa Mg bock d each support add 8'aKaue►,marl W Notes: aaside d bwddaw dove We sow edieR sneer Im ded+apl d Iwwas od waww: ad web tier skes wrr9�°"�o"d�"11�Ne1 d hagas ad caewws. . I§pride 1'film blocks m al concadmted foods. 1. LPI Joists may be cantilevered fmwCaft ik 6bcks W. up to 2'-i)"when supporting roof - • Febe fdkrs throisph IPI webs using bro and wall loads,but may need l-P Solid Start Bier Bawd with Sgeasle Blocks LPI Blocking of Interior Support S9 �"�' a /awl Cut/Fire Cat Stair Stringer j ad Dols srappered d 6'o.c.ctmh when posshk. Y B 3/4'OSB(w"W)ReWwaawd speck&Squosb dales meat fin shm*A to to%Lund and roiled b Honges d reinforcement. Use look s"d dales as specified. a wAW when Fjohls and B664 WA am be be as 1/16' boll%lie b powide wdiixwis toted rashain for ON Side Only AWiwwd 3/1'VA SVwh blocks neat fw cu 1/16'tale Ott•adw bueew a bppinA opaed taller d1 a had• in bbckne a odiw loved waft 0' Pk j 2. First consult the Load-Bearing (a 00 ainlorumeet dam�.2x1 tninmm wide two wpral d eds d IM loisf Mode web Ilan aid . web ME APAmWd 3/1'O58 1x1 ntinimw. Cantilever Tables to determine the ed +'• Will Tier docks WA 2 • l t l j (a e%uap dowro Too reinforcement needed,if any,then .° a IOd box ,« ,. rows d 8d gals coo sbppetod d 6 of- 9.1/r LM 20 1 lime d 1"OSB refer to the details for the necessary ,.r°.• a b doW. ° « � � ham ssde g construction methods. + d ad• K ° ,. x . .r . Staple ' 111/8" t%32 a OSB « ►;.•.,- 4' . ..: ti ;' ar 10d bar; 3. The 3/4 OSB(or equal)must match e 1x6+S/8' ° �• t�� • ,. War l Od ,w,y � A/: . �,k twis b 11' 2 piece d 1'OSB the full depth of the LPI Joist. ��.. bill nahp , , , �;,d+ awoidspld4rip a� 8 IP131 to OW 4. Load-bearing cantilevers longer �►;°•. ,,X�:• spit*% above ° See pole 8 kr �°'"%"°h ��' beodnp fore ai beorop Wat 16, 2x8+5/8'OSB than 2'-0"are possible but require ?Ip. gs L-P Sold Stan dm , Cepadry muss be olipud Will 6bdc bbdiip loped(a egad) a stockedSee WWI d right for film special engineering.Contact your 1a dd Bd a lOd box ad b plea local L-P EWP distributor or the �Io bA and boltan flapps wgb 8d 0 Vex. Rda b ftat Bond a"Is nd q sdwkJe See ado 6 hdbw Cheri sAfferie roquiemeres,see pope 21 dock and web fie size Louisiana-Pacific sales office for d more information on longer load- NarStadtirg Wols Web Stifforors at Interior Support Post Loads. �-�Cmtlww bearing cantilevers. + b Horst k*ad fier with 10d box roes • Whom 5. Use the Brick Ledge Cantilever Rein- C 3/4"OSB(or o9�)Roirforoomt aF - m loads e,N ripe d 6'el. ' forcing Guidelines for cantilevers that Both Sides ,r q ..i 18 b 19 WmW 3/1.0SB bkc�R p0W R Sea AN are less than 6"long. 3�4, (a etpe0 abdaceroea , • .^ fa bad W4 W,,w d dtawl boll sides. ( J(forme 1e:" spablgadeexils 2xe min Rim to Joist Connection •` - �L: v FOR . INmislboa - - •• , �om a +�. WebWxbotbtmes IPI` NAILING SCHEDULE PANELS a arareoel err d Wp, , wdbdbndeabtpa 'y: • ti; ; r Wkkara LPI* BLOCKING heads%00 below 2 x conWm 1' 0'moz. ►• -,�� • 7 °, Stahedovewd SedWbkddphrtatMa (2ft.min.) minimum spacing/distance below, ' .. dale end web fie sim ' M Atbdt eeialoraemwa b WP ad hoHam lbnpes Wbh. MIN e e e ed dais a b'4•c loll tilts SPAONG WiW ads sMtppeted b ovoid spltpip •e e Harga Dotal NOTES: Nor Joist Nailing 1. Same wwd a seism,loads may woo dfaea a aWmW datds Cantilever 8d box,canmai I' 2• Use wo 8d rods a ozp tf popes 9 fa bad bump car 10d box 1• 2' _ mo 10d box roih mad See 18 fi 1 (orbs%ngoicanaus d ad cawsaoaa. sever deWik NOTE:Rba bad mat be=10aw b wd polo and Loa dud.See deW below. (ono on each side) � porlpa ml taeoeuas 2. Vady 61*code wpwemeas IN sueobip d dads shm. 12d box 1' 2' � D 'i'w 1-f/8'SoRd Scarf•Rim 3. Wit to pope 81a beop 100 requiem". Won bads� f 16d sinker 1-1/2' 2' j e 4. Rds b pope 25 IN noirq sdrod�de fa LPI mn 00 mad .� i May be Ser3s Sded for D dail f ,. both%twtds . „ . . a► ° r Connections I .° ""y • ° �, S. Idwd"Wi should be caaidoed to bow Heaps who dwe B Said Sid ni boors k• °},.�'• ro slnaYmR on edaide. . .. ' `11 r common AP*MW 33/4.sow s d roiiroeleed :'�. DSB a epos dosae - 8d box, • 6. a rewn bw rot at mwio bean%wppoa ' 12d box 2• eimikWdon . BbckmR nwided, negated, 1' • floe dud b ria bead Use thf a . 4 . , :♦ , l dime a w bad bump veal above do ban wd below. (1D IOd ads Ibm a wneeoa)d 6'o.c emods d fwges ow wmrodas. � y- • ' w• . � ronmea � .. 1. Vady urwN and fasWaiap war :. .� 1` Be sae b trod . A+,� 8. Sgwsh blot wearily despot by odws. T; . • Rim bod b wd 0*he ads 8d + 11/2'min ham - web Me( � •` NOTE: (bar a MOV44 d 6'o.c,a IW � • , � ' ' �� ° ead d 4jogt to �. �'� I Nd sheedsiu%lo LPI lixts pa VA re wMA hmis a as pa tors. . (bee a omtnoo)d l r&c. fa iwpas 1/3 ed'mt span Adpcast spun Iwwreva,do ash Owe Mile(low-to sloso swop shown n lobo. 'w , ►T (rnoxinem) Wieple rows dwsl be on,P1 m leas /2 stoppaed. �'�� WEB HOLE SPECIFICATIONS Arad tddacerod NOTEsoluirWb,=MWb4WSee&Wi"e, N%pobpgooBangswilledgeisa6'ox -- .._-___ __..._.__. ____ --_---_--_-._ -. .--._ FLOOR FRAMING CONNECTORS FOR LPI JOISTS WARNING: DO NOT CUT OR NOTCH FLANGES , e t Up b a 1.1/2'di mew bolo U"60 d web beteeeii o*m Ida wa lapel d web M m Wpm Wes Siinpsoa Same Tk USP Sitapeoa Sbrop Tro USP SMNseo Suoap Tb LISP downs ariywdwe n dro web. aaa b teia the leek d d•bgr rust he Wkso la 0 d the imp Moirot F=Maud Mood Faw Mood Moues' Few N". Moved Fad Maud Uaest slain%I'-0'o.c a y� bah drwta a side NOTES: 91/2' IN IN 31 1T139.5 IU131 p THO 25950 THE 25925 dNT39.5.2 HU310.2' THO 259%2 TNF 25915 2 SUR/1310' S101310 R/t• - l 1. 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Websdknasdbediapsaathmo ROUND HOLES- CLOSEST DISTANCE (X) - (FT - !N) mimmeii 1/r pop d dw sop flaps,W ' R@Ww use d web Hers be HAM and kMr beef"on the Wom NOTE: Hwgm sham above w mmdochdd hY Simpmri SbwTie•Co.,bc.dad LISP Unix CaeWW. � " _ flaps.Tap fails caacadi w bad To w k cawxbt HoAfay pw b use,idea b ae W Siaeom Slww ra Ce k a USP'Product 6ude 2" 3' 4 S" S S' 6" 1' B' r 10' 11 12' sNHenas mat be pubs b she by bw LPI 31 1'4' 2'-0' 3'-0' 1'-0' 5'-0' Q' ""lq•-�'�' and law a minbnwn 1/8'Rap 0100 O bdbin flails(So above). 11.7rg. lPl 20 I'-0" 2'-0' 3'-0" 1'-0' S'-0' S'-0' /. APA,oled OSB(a dquaU s8fkrnrs 151110 be LPI 32 I'-0' 1'-0' 3'-0' 4'-0' 5'0' S'-0' S'-0' 6'-0' a mimwm d 23/32'1kL -- - II' 5'-0' S'-6' 6'-6' S. Nidma **lebesmroo;Wgvift WEB STIFFENER REQUIREMENTS NOTE: LIg32 r-0 2'-0• 3'-0• +'-0• s-0' a 3.1/2'mintmm. 16' U4 32 2'-0' 3'-0' /'-0' 5'-0' S'-0' 6'-0' 6-0' 1-0' 8-0' 8 � mica THESE DETAILS COVER MANY cettted sw WN'fxtlow fa aai CONDITIONS OF LPI PRODUCT USE. 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