Loading...
Plans (47) s 1 r 4 EVEI Pt' . lifil ----) 111111 1 t FEB 6 2014 I111114 111 FURN. CITY OF TIGARD II,,EXISTBUILDING DIVISION LANDINGOTE: ftIJii le, T ___•___ - ILD 5T A -5 TO ¶G ilii 'ii 0 c0. AT A A . CLOSE 6/"'/6) r � ... Ii t - 31 TO CO AS ,,; , potU! i7- C' PO.SIBL i .]F . it sk IA ti-51 libili till _i rip_ I FAROPOGND EXISTING LUALL LINE ABOVE ihig4 1aWWW 1111 ELJ f_ly = 12" X12" X 611 - W Q CONC. FT'G 0 , ^ 1 _ 5) 16" M.L. _ _ ` (EXISTING) / `. A GARAGE °I 2 111101. 22/6 X 23/3 16" TJI 360 FLOOR JOISTS 6 12" O.C. ,. � _ \ ID CITY OF ITGARI) , Approved I \ ` I Conditionally Approved [ ] '.. See Letter to:Follow [ ] Attached [ ] Perm�.iittNumber: , 4;r-aui i,I-OOut'J Address•7 A ( 6 ) CAA `N. ATTIC BY' Date: a- J f I s f 4 ADDITION: n ��i �/ ,,/ 956 oq,ft. NOTE: I %jdc7G7/ 4�-X 1 CONTRACTOR TO VERIFY' ALL DFMENSIONS AND SITE CONDITIONS PRIOR GARAGE FLAN TO CONSTRUCTION. SCALE: 1/411 = 1'-0" OR 3 3 FEB 14 COTTLE (/��' COPY (LOLA= 0,,ffFICE r 1 iio 0 , 0 11,1 1 EXISTING TRUSSES iiftl't ti Pit i,Illi PROPOSED ATTIC ,111 ;'141 11 pill 1 (NON-HABITABLE SPACE) N� - 1") 11111 111/ 111 Ido" TJI 360 FLOOR JOISTS 12" O.C. ili ii ��. ,',- !fit' 'r f,,,j�1� � �a ---__a --xi:J.- ll EXISTINCx Q h 2 X 4 STLp /� Q .)--<. MI WALLS i GARAGE E 07 1 `� u m (Y m _ \/\\/ EXISTING CONC. SLAB / / jam\\jam\\j�'� , EX)STIi�1Cy\\ ) `EX!STING\• \/'FOOT ING , // f FOOTING - /j//i//\ \/\ \/\\/�\///�//>//>//\ A IBUIL INC SECTION 2 SCALE: 1/4" = I'-0" ATTIC ADDITION, 356 sq.ft. NOTE: CONTRACTOR TO VERIFY ALL D IMENS IONS AND4 SITE CONDITIONS PRIOR2 TO CONSTRUCTION. OR 3 3 REB 14 COTTLE (LOLA) 0 s Ael N Ml fil 111111/ a/1 1 i Plill lill 1111111 1111 11;11 IL JIM 1111 ihiel 9 18 a 111141 All I pig ifli 1LINI hill 3/4"0$5 PLYUJID 111101 11111 S"FASTENMASTER Il LEDGERLOK FASTENERS a,deoliN 7,--IU52 31/16 t... 1 THROUGH LEDGER TO 4 i I LK' (4 PER 16") zzguleinum 1101145111111M0 16" TJI R I M JOIST i t 6 us 1E31-KG AS REQ. 61-0V} - -- -Nrill). '• , •-z ,,t.•34;17"' I'* TYF. LEDGER -.... , .... , , \..3../ ...... ,..... ATTIC ADDITION. 356 eq.R. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. OF 3 3 FEB I4 COTTLE \ (LOLA) 0 1 F 0 R T E MEMBER REPORT Level,Floor:Joist PASSED 1 piece(s) 16"TM®360 @ 12"OC Overall Length:23'1" ���� t g ' .Err t -a "tet: - " : rY S; L� r" o 0 �.." ,sa„+s+.:.. .a.,mw..ew...+_t.., ..w._+wem.+.. m.^wsar,.�,..,r• 1 r+van�,rn.T..:a T�srtm_•mow.vq-em.nvw.rr.-v.<tt.:.x*+vi- 22 6 0 I] All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 585 @ 3 1/2" 1080(1.75") Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 585 @ 3 1/2" 2190 Passed(27%) 1.00 1.0 D+1.0 1(All Spans) Building Use:Residential Moment(Ft-lbs) 3291 @ 11'6 1/2" 8405 Passed(39%) 1.00 1.0 D+1.0 1(All Spans) Building Code:IBC Live Load Def.(in) 0.292 @ 11'6 1/2" 0.563 Passed(1/924) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.380 @ 11'6 1/2" 1.125 Passed(1/711) — 1.0 D+1.0 L(All Spans) T)-ProT"Rating 45 45 Passed — — •Deflection criteria:LL(L/480)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 5'4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Panel(24"Span Rating)that is nailed down. •Additional considerations for the-II-Pre'Rating include:None Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories Live 1-Hanger on 16"DF ledger 3.50" Hanger' 1.75" 139 462 601 Sae note' 2-Hanger on 16"DF ledger 3.50' Hanger' 1.75" 139 462 601 See note' •Al hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger IUS2.37/16 2.00" N/A 14-10d x 1-1/2 WA 2-Face Mount Hanger IUS2.37/16 2.00" N/A 14-10d x 1-1/2 WA Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 2!.!VojDm!)QTt1" Oto 23'1" 12" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the Sm Its 0 SUSTAINABLE FORESTRY INITIATIVE Suing products will be in accordance with V�yerhaeuser product design criteria and published design values. 11 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy-corn)Accessories(F3m Board,Blocking Panels and Squash Blocks)ere not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to forestry a �e that s s.this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Gbslf Tonic b:f!Pgf slaps tcpc!Opii t 301(8125!23;47;69101 TtlpWTuf jet 1115 ()pat lw6/2-!Ef t jho!Fohjof;!Vs6/8/1/356 TcdjtcfeIfs1I pnf!Eftjho )614*:47.888: l dpMA t of jtcf sits pn f of t jho/dpn Qbhf!2!pd2