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HomeMy WebLinkAbout0100531-Building #3342 (3 seasons room)OSHKOSH ON THE WATER Job Address 3342 3344 ISAAC LN Designer Category 121 - Duplex Addition Type · Building CITY OF OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD Owner ISAAC CONDOMINIUMS Contractor GARRY H DECKER & CO (~) Sign (~ Canopy (~) Fence (~ Raze No 0100531 Create Date 03/31/2003 Plan Zoning Class of Const: Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Garage 0 Sq. Ft. Baths 0 Foundation · Poured Concrete (~ Floating Slab (~ Pier (~) Other (~ Concrete BlOCk (~) Post O Treated Wood Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures Size [] Projection j Canopies Signs 0 Use/Nature Duplex/3342 ONLY- Constructing a 3 seasons room on the existing foundation. of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: CUMINGS ELECTRIC Plumbing Contractor $15,000,00 Plan Approval $0.00 Permit Fee Paid [] Permit Voided $80.00 Park Dedication $0.00 Date 04/01/2003 Final/O.P. 00/00/0000 In the perfo~ this wcu~ agree t(~p~, o/~ ali w_~rk pursu~! to rules governing the described construction. Signature~. ~.,/,.~}/']{? _,L~_.~ ~__./")(~]~)--/~' ,_~_.,/ Date ~ ~-~ ~ '~ ~ AgenFOwner Address 1113 OREGON ST OSHKOSH WI 54902 - 6484 Telephone Number 235-8035, M 379-803 OSHKOSH ON THE WATER .lob .Address 3342 3344 ISAAC LN Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner ISAAC CONDOMINIUMS Contractor GARRY H DECKER & CO No 0100531 Create Date 03/31/2003 Category 121 - Duplex Addition Plan Type I(~ Building (~ Sign (~ Canopy (~ Fence (~ Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ~J Projection Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies Garage 0 Sq. Ft. Baths 0 Signs Foundation O Poured Concrete (~) Floating Slab (~) Pier (~) Other (~) Concrete Block (~) Post (~) Treated Wood Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature Duplex/3342 ONLY- Constructing a 3 seasons room on the existing foundation. of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: CUMINGS ELECTRIC Plumbing Contractor $15,000.00 Plan Approval $0.00 Permit Fee Paid $80.00 Park Dedication $0.00 Date 04/01/2003 Final/O.P. 00/00/0000 Permit Voided In the performance of this work I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner OSHKOSH Address 1113 OREGON ST WI 54902 - 6484 Telephone Number 235-8035, M 379-803( '[' 'ClT OSH BUILDING PERMIT APPLICATION For 1 and 2 Family Homes owner's Name ~ Mailin Addr~: ;; ;--- ~ Phone No~. ,, o 5 qoZ · onerous N~e · · ~ : . Marling Ad&ess . Li~a ~ Phone N0. Lie/Cch ~ Phone No. C ~ ~ Li~C~ Phon~No. ~ C ~o~ctoFs Name: 4 ~ ~ail~g A~oss - Li~Cc~ ff Phone No. PROJECT LOCATION Buildinz Address ] - PROJECT INFORMATION OCCUPANCY AREA J~ONST, TYPE STORIES E] Single Family Unfmished Bascrnent sq.fi. ~Site Constmctcd ROOMS © Two Family [3 Manufactured ~51-Story .. Bathrooms E Other Living Area sq.fi. [] 2-Story USE Garage, sq.fi. ~ [] Bi-level Bedrooms [] Concrete [] Tri-level Seasonal [] Masonry [] Quad-level Remaining Permanent HEIGHT [3 Treated Wood [] Other Finished Rooms [] Other Height of the Slructure (from final grade to the peak [3 Other of the root) ELECFRICAL pLUMBING WATER BUILDING COST Panel Size: Sewer Sale Price of the Project ] $ [] 100 Amps [] Municipal [3 Municipal Utility (Final cost of house, lot & labor) E 200 Amps [] Septic [3 Private On-Site Well Service: Permit No. MINUS : . D Underground The Cost of the Lot ~ $ D Overhead MINUS t. . HEAT LOSS The Cost of the Mechanicals $ Envelope ..... Btu/Hr EQUALS -- The Cost of Construction ~. L Infiltration Btu/Hr (Fair market value which incl ENERGY SOURCE I-IVAC EQUIPMENT [] Forced Air Furnace ~J~ "~ ~ 200~ Choices: Natural Gas, L.P., Oil, Elec, Solid, Solar [] Radiant Baseboard or Panel Space Htg [] Boiler ~ [3 Central Air Conditioning Water Htg []q~her .J .J I 162. EXSE~NT-- -- SWALE ~ r- 22 ~ iI 62.4I 't ~ r- 25 :. I 62 87' I ~ 24 ~ 6~.6 NAGE 25 61.6 I _J '1 60.24. 87' :~IENT ' --' ~ 26 ~ : I ~ J FLOW 58.50 INV · INV~ TOP OF ! ..... ,~ufXmcr~r,t- ....................... ,,,, ~--~' .... ' 54. O0 -' c. WI fl AN[) ..................... ~ ~ } ~ ~' [ , ~( )[~ M~ ItGA lION EMERGENCY OVERFLOW , ') ~'[h' /fftD _ -DEPRESS 0.25' . .. /.,.,,. /,tqU -x,, , 1J ~T Ia. Z>~lo F-Loo~ - OSH I<OS H WED 01:37 PN NOF?KE OSH NO, 2353061 ?, 02 I'1RR-26'-2003 ~iED 01:37 PM NOFFKE OSH FR× NO, 23~3061 P, 03 ~ t0' WINDOW H~ER AT SIDE WALLg ~:-~.~,~.~..~~s 2 Pcs of I 112" x 9 114" 1.7E Solid Sa~ Douglas Fir gl U~ 1 ~t~.~PM Paget ~glnaV~bn:1,5,12 THIS PRODUCT MEETS OR ~CEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 8/¶ 2 Roof SlopeB,5/'l 2 All dimensions are horizontal. LOADS: A~alyds is for a Header (Flush Beam) Member. Tributary Load Width; 7' Primary Load Group - Snow (psi): 30.0 Live at 115 % duration, 17.0 Dead AUPP~?RTS: L ~, 10" I~" · ,, /, Product D.t~grem I~ Input IBeadng Vertical Reactions (lbs) Detail Width Length Llve/Dead/U pllrdTot al 1 Studwall 3,50" 3.50* 1103/745t0/IB48 I~yOthers. Rim: Rim Bcarfl 2 Studwall 3,50" 3.5(7' 1103174510/1848 By Others - Rim: Rim l~oard ~Sae TJ SPECIFIER'S t BUILDERS GUIDE for detail(s): By Others - Rim: Rim Board Other 1 Ply 1 314' 1 .gE Mlomflarn~ LVL I Ply I 3/4" t.9E Microllam¢~ LVL .DESIG~N CONTROLS: Maximum Desiglt Control Control She~r (lbs) 1789 -t474 2021 Passed (73%) Momen! (Ft-Lbs) 4~47 4547 4510 Pa~sed (101%) Uve b~d Deft (in) 0.150 0.508 Passed (L/~13) T*~nl Load Deft (in) 0.252 0.678 Passed (L/485) -Deflection Criteria: STANDARD(LL:IJ240,TL:L/180). Location Rt, end Span I under Snow loading MID Span 11 under Snow loading MID Span I under Snow loading MID Span 1 under Snow ]ceding -Bredng(Lu): All ~ompreasion edges (top and bottom) must be braced at 2' 8" old unless dsteiled othen,dse. Proper altn~hment and posilior~ing o~r lateral bracing is required to achieve member stability, -The allowable shear stress (Fv) h~ r~t been increased due to the potential of spire, ~;heoks and shakes, See NDS lot' applicability of i~mase. -Analysis based on ve~ioal bads only and assumes' structural supports as noted in the input. Axial lo~s are nat considered in this analysis, .Analysis assume~ continuous member. Lap joints, splices and finger jdnts significantly reduce member pedormance and have act been comidsmd. -Design assumes adequate oont|mrous latsral support of the compresslort edge. ADDITIONAL NOTES: .IMPOFi:TANTI The analysis presellted is output fmim sofN~are developed by Trus Joist (TJ). TJ warrants the sizing ot'its products by this .,,,o~'twam will be accomplished irt accordance wi[h TJ predu~ design criteria and cede aooepted desTgn values. The spa~if'~ product application, ii, put desi..qrl I~ads, and sla~ecl dimensiorrs have been provided by the software user. This output has not been reviewed by aTJ Assoc:~te. -Not all products are rea~dily available. Cheek with ~}6~r supplier or TJ t~hnice! representative for product availability, -G~lici sm,wi lumber analysis ls in aeoordsnce with 1991 NDe methodology and ts ~,~lely presented for comparison purports. Program limit~tlc~.s and a~umFllons about ~his artalysi~ am available through the software's On-lirte Help, True Joist does not warrant the analysis nor the perfcrmance of solid ~awn lumber materials. ~,llowa, ble Stress Design methodology was used for Building Code NER analyzing the solid sawn lumber material [isled above. -Note: ~.ee TJ SPECIFIER'S i BUILDER'S GUIDES fro' mulliple ply connection. PROJECT INFORMATION: GARRY H, DECKER CONSTRUCTION 115 X 20 ROOM ADDITION TO ,. WID~-~ CONDO UNITS OPERATOR INFORM.a~TION: RUSSELL HINTZF. NOFFKE LUMBER INC, OSHKOSH, Wi 54901 1601 BOWEN STREET OSHKOSH, WI 54~01 Phone: (920) 23~ Fax : (920) 235-3061 NONE 11flR-26-2003 ~ED O1:38 PI1 NOFFKE OSH FA× NO, 2353061 P. 04 ~ IO' WINDOW HEADER AT SIDE WALLS ~.~ ~.o~s.~ ~~7~5 2 Pcs of I 112" x 9 114" 1.7E Solid Sawn Douglas Fir #1 Us~nl 3/26/00 1~'04.53 PM p~,= ~gi,,w~:~.~,,~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group= PrimaCy Load Group " 10' 2,00" Max, Vertical Ro~otion ~otal (lbs) 184~ Max. vertlca~ Reac~iol~ Live [ibz) 1103 1103 Requi]~od Boa~in~ Length in 1.50 [w) Max, Ul%bracod Length (~n) l, oad~t~ ~:n ~11 Dpans, I.DF ~ !,iS , Dead + Design Shear (lbs) 1474 -1474 ~,~x Shoa~ (lb=] 1789 -1789 M~at~ Roac~lon (lbs) 1789 1789 Live Deflection (in) 0,150 TO~SI Defl~c~ioll (in) 0,252 Loading o~% all $pans, LDF = 0.90 , Dead Ot~ly Max Shear (lb~) .722 -722 Me.er RaaeLion (lbs) 722 722 Suppo[t Roao~lOn (lbs) 745 ~45 Moment (~-[,bs) 1834 ,PROJECT INFORMATION: GARRY H, DECKER CONSTRUCTION 15 X 20 ROOM ADDITION TO 2 WIDE CONDO UNITS ..OPERA.T_OR INFORI~ATIO, N:, RUSSELL HINTZE NOFFKE LUMBER INC. OSHKOSH, WI 54.S01 ~6o~ SOWEN STR~T OSHKOSH, WI 54901 Phc~e: (920) 2J~5-3080 Fax : (920) 235-3061 NONE tIRR-26-~O03 WED O1:38 PI1 NOFFKE OSH FAX NO, 2353061 P, 05 R~DGE BEAM FOR 15X20 ROOM ADDITION TJ.~,,~ ~.7oo~m74s 2 PCS ~ t 314" x 14" 1.9E Microlla~ LVL ,,~ ~.,~,,w~,:~.~ THIS PRODUCT MEETS OR ~CEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Nlember S~epe: O.~12 Eo~' Slop~S,$f'12 ."~ 1':': ?.::..:. ~.' ~ ...~..'. ~:":t~'%':".': ,~:~ · :% ":.:.'<.'..:; ...... ,' .; ,,'":"::'. ........... .,'."~ ...... a ~ , A~ dimene~m ~e ~zo~ ~od~ D~am ie Conc~. ~al~ls is for a Header (Fish Beam) Mem~r, T~bu~ L~d ~th: 10' P~ma~ Lea~ Group - S~ ~: ~,0 L[~ at 115 % dumti~, 17.0 Dead SUPPORTS: Input Bearing vertical Reactions (lbs) De:al! Width Length Llve/OeadPJ pllfVl'o[al '1 SbJdwall 3.50" 3,50~ 2331 !1608/0[3939 Ll:B!ooking 2 Sbxlwall 3.50~' 3.50" 233! 11608101393.9 Lt:BIocldng -See TJ SPECIFIER'S I BUILDERS GUIDE for deter(s): LI: 8looking .DESIGN CONTROLS: Maximum Design Con, roi Control Shear (lbs) 3854 -320O 10707 Passed (30%) Moment (FI. Lbs) 14654 14654 27897 Passed (53%) t.ive Lend Deft (in) 0.259 0.760 Passed (L/705) Tetal Lr. ad Deft (in) 0,437 1,014 Passed (I./417) Ply 1 3/4" 1,9E Microllam~ LVL Ply 1 3/4" 1,.,qE Mic~-ollam~ LVL Lo~atlon Rt. end Span I under Snowy loading MID Span 1 und~ Snow loading MID S~n I under Snmv leading MID Span I under Snow loading .Deflection Criteria: STANDARD(LL;I,~40,TL:U180). -Bra~ing(Lu): Alt oompreesi~ edges (top and bottom) must be ~ at 2' 8' o/~ unless detafled otherwise, Proper altachment end Fositioning of lateraJ bracing Is required to achieve member stability. -Design assumes adequate continuous lateral support ct'the compression edge. ADDITIONAL NOTES: · IMPORTANT! The analysis presented is eu{pu{ from sofmram developed by Trus Jo[st ~J). TJ warrants I~e si~.ir~j o[ its products by this sof~ware will be acc~pl~,h~ in accerdan~e with TJ produ~ design criteria and code accepted design values. The specific predu~ application, input de~ig.n loads, and sta{ed dimensions have been provided by ihe software user. This ~ has not been reviewed by a TJ/~sodate. -Not all products are readily available, Che~k wlth your supplier or TJ te~nk~al representative fer product availability, -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, .AiIowabte Stress Deeign methodology was used for Building Cede NER anaty'zJng ~he TJ Disb'bution preduct listed above. -ED[e: See TJ SPECIFIER'S I BUILDER'S GUIDES fa' multiple ply conne~San. .p. ROJE CT INFORMATION: GARRY H. DECKER CONSTRUCTION 15 X 20 ROOM ADDITION TO 2WIDE CONDO UNITS OPERATOR INFQRMATION: RUSSELL HINTZE NOFFKE LUMBER INC, OSHKOSH, WI 54901 ~60~ I~OWEN STREET OSHKOSH, W~ 5490~ Phene: (920) 235.3080 Fax : (920) 235-3061 NONE HRR-26-~O03 NED O1:38 PIl NOFFKE OSH FRX NO, 2353061 ' ~' RIDGE BEAM FOR 15 X 20 ROOM ADDITION Td-Beam~TNl~805~erlN N"m~m;70~200~745 2 Pcs of 1 314" x 14" 1.9E Microllam~) LVL %men I 3/26K~ 120~:Og PM ~.~,2 ~..~in,:,V.~.o..',..= THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load ~.~rOLtD: Prlma~y Load G;otjp ^ 15' 2,50" ^ M~x. ~tlcal Reaction Total (lbs) 3939 3939 M0~. ~rt~c~l Roa~tion Live (lb~) 2331 2331 Requ[l:ed Bua£ing Length in 2.65(W) Max. Unbraced Length (in) 32 Load{TIO Or1 ~ll spans, LDF '~ 1,15 , Dead + FlOur % $~ow Design She.ir (lb.-.) Ma~ Sh~as (lbs) Stlpporh Reaction (lbs) MomeDt Live Del~looKiOn (~1) Tee'a! Defleotlon (in) 3200 -3200 3854 -3854 3854 3554 3939 393g 14634 0.259 0,43? Loading o~ all upans, LDF = 0.90 , Dead Only D~ign Shoo~ (lbs) 1306 -I306 MaX Shear (lbs) 1573 -1573 Member Re,etlon (lbs) 1573 1573 SUpport Reaction (lbs) 1608 1600 ?, 06 PROJECT INFOR. MATION: GARRY H. DECKER CONSTRUCTION 15X 2O ROOM ADDITION TO 2 WIDE CONDO UNITS OPERATOR INFORMATION: RUSSELL HINTZE NOFFKE LUMBER INC. OSHKOSH, WI 54901 1601 BOWEN STREET OSHKOSH, WI 54901 Ph~e: ~r20) F~ : (920) 23~3o61 NONE ,~.~m~6.0~-~;~.7~7,~ 2 Pcs of I 314" x 11 718" 1.9E Microllarn~ LVL Ur,,~, 1 ~ 12'09 2~) PM ,.=.~ r~.,~..v.=~=~.=.~= THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I/lembe~ slope=. 6R2 Roof SlepeOR2 Ail dimensions are hmizental. Anahjsl== is for a Header (Flush Beam) Member. Tt~uta~y ~d ~dth: Z P~ L~d G~p - S~ (~0:30.0 LNe st 115 % dum~n, 17,0 D~ Ve~ Lo~: Class LNe D~d ~lon AppII~ C~m~ SUPPORTS: Input ~ S~d~ll 3.50" Beadng Yedleal Reactions (lbs) Length LlVetl3eadtlJ pliftrrelal 3.5q' t548110941012642 3.§0" 1548 ! 1094 ! 0 / 2642 -See TJ SPECIFIER'S / BUILDERS GUIDE for dstal3(s): Lt: Blocking POINT LOAD FROM RIDGE BEAM De~all LI: BIo~klng LI: BIo~king DESIGN _CONTROLS: Maximum Design Control Control Shear (lbs) 2624 -2fi07 9081 Passed (28%) Moment (Ft-Lbs) 14260 14260 20525 Pa~sed (69%) Live Lend Deft (in) 0.232 0.4t4 P~sed (L/642) Total Load Deft (in) 0,39~ 0.621 Passed -C~flection Criteria: STANDARD(LL:L/300,TL:I. J240). Other I Ply I ~4" 1.9E MicrollarrCi~ LVL 1 Ply 1 3/4" t.9E Micmllan~ LVL L~allon Rt, end Span 1 under Snow Ioadbg MID Span 1 under Snow Ioading MID Span 1 under Snow loading MID Span I under Snow loading P, 07 -Bmoing(Lu): A~I c, ompressTon edges (tap and tx)Eom) must be braced at Z 8" o/c un[ess detailed othem~ise. Proper attachment and positioning of ~a[aml bra~ing is required to achieve mer~ s~biRy. -Design assumes adequate continuous lateral suppoff of the ~mpressio~ edge. ADOITIONAL NOTES; -IMPORTANTt The analysis pre,eared is output from software developa~ by Trus Joist (TJ), TJ warrants the sizing of its products by this sofl~am will be accomplished in ac~..~rdance with TJ product design criteria and ~ode aCCel:*ed design values, The specific produ~.t app]icati~, input de'~ign loads, and s~ed dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Na~ all products are readily evadable, Check with your supplier of TJ technical represenlative ~ product availabili[y. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSTS, -Nlewab[e $iress Design methodology was used for Building Code NER an~lyzlng the TJ D~s,b. Jbution product listed above. -Nolo: See TJ SPECIFIER'S / BUILDER'S GUIDES for mulaple pty connection. PROJECTJNFORMATION~ GARRY H, DECKER CONSTRUCTION 15 X 20 ROOM ADDITION TO 2 WIDE CONDO UNITS 2002 by OPERATOR INFORMATION: RUSSELL HINTZE NOFFKE LUMBER INC, OSHKOSH, WI 54901 1601 BOWEN STREET OSHKOSH, WI Phone: (9'20) 2'35-3080 Fax : (~20) 2'35-,3061 NONE [I¢,P,,-26-2003 NED 01:39 PH NOFFKF.. OSH FAX NO, 2353061 ?, 08 ~.,.,~;~~.,~~J.~.~ ' 2 Pcs of I 314" x 11 718" 1,9E Microllam~ LVL U~ ~ ~ 12'~ ~ ,.,.~ ~.,,..v.~..~ ~.l~ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ^ 12' 5.00" ^ )'[ax, VOZtfcal Ae~o~iort Total {lb~) 264~ 26~2 Max. U~lbracod Length (in) 32 Loadlhg o~ all =~pans, LDF = 1.15 , Doad + Floor + Snow Dosi~n Shea~ (lbs) 2507 -2507 MO~9>er Rest=ion (lbs) 2624 2~24 Live Deflection (in) 0,232 Total Defloction (in) 0.395 Loading on ail $pans, LDF- 0.90 , Dead Only Doslpn Shear (lbs) 1036 -10~6 Mc)~ar Reactio~ (lbs) 1086 IOB6 ~uppo~t R~nc=ion %lbs) !094 1094 M=mont fFL-Lb~) 5868 PROJECT INFORMATION% GARRY H. DECKER CONSTRUCTION !5K20 ROOM ADDITION TO 2 WIDE CONDO UNITS OPERATOR INFORMATION: RUSSELL HINTZE NOFFKE LUMBER INC. OSHKOSH, W! 54901 1601 BOWEN STREET OSHKOSH, WI ~4901 Phone: (920) 235~80 Fax : (920) 23~3061 NONE MflR-26-~003 NED 01:40 PM NOFFKE 0SH FAX NO, 2353061 Page t ~gt~le Ve~lon; 1.5.~2 THIS PRODUCT MEETS OR ~CEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED HEADER FOR EXISTING t2' OPENING FROM LIVING ROOM TO NEW 15X20 "SUN ROOM" ADDITION 3 Pcs of 1 314" x 14" 1 .gE Microllam® LVL Member $~ope: 0R2 Ro~' $1ope$..~12 ... ...... ,.:,:.... '...: ..... , .:, .. ': ;.".'-?'::' ' ~:~'b~' :',"~::'?: '. '~"' ~: '":: h',~.~'..'~~ · ' '. ',:', ~oI~.'. :~::'. .... :,"~'~ ~: · '~*.:L:. ' -:'/' LOAD~: ~a~is ~ for a Header (Fish B~m) Mem~r. THb~ L~ ~h: ~' E' P~ Load Group, 8n~ (~: ~0 L~e at t!5 % du~, 17.0 Dead VerUcal Loads: Type Class Uve Dead Location' Application comment P~intObs) Snow(1.'lS)2331 '1608 5;2' "" SUPPORTS: ' ~ Input Bearing Ve~leal Rea~lons (lbs) Detail Width Length Llve/Dead/u pllltrretal 1 studwall a.~O" 4.4Z' 5887/'3986/0/B873 L'l: BIo~king 2 Stud wall 3.50" 4.08" 5433/:~'T3/0/BlO6 LI: Blockip~ -See TJ SPECIFIER'S I BUILDERS GUIDE for de[ail(s): LI: Ble~ing POINT LOAD FROM RIDGE BEAM Other 1 Ply ![ 314" 1,9E Microl~am~ LVL 1 Ply I 314" 1 ,gE Micmllam~ LVL -Bearing length requirement exceeds input at support(s) 1,2. Supplemental hardware is required to satisfy bearing requirements. DESIGN.CONTROLS: Maximum Design Control Shear (lbs) 9676 8153 160~0 Pas~ed (5t %) ldoment (Fi-Lbs) 33637 35657 41846 Passed (80%) ~te Load Deft (in) 0.264 0.62t Pasraed (L/~64) Total Load Deft (in) 0.443 0.828 Passed (L/336) -Defleeli~n Criteria: STANOARD(LL:U240,TL:L/180). Location Lt end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snmy loading -Bracin~(Lu): All ~mpression e~ges (top and be ..~,. ) m~st be bra~ed ~t 2' 8" DfC unless de{ailed otherwise. Proper atta~men~ and positioning ~f la[emi bra~ing is required to achieve member stabilily, -Design sssumes adequate con~nuou$ lateral suppert of the ~ompressio~l edge. ADDITIONAL NOTES: -IM PORTANT~ The analysis presented is output fro'r~ soRware developed by True Joist ('l'J). TJ warranl~ the sizing of ~ praduc~ by this software ,*i[l be accomplished in accordance ~th TJ produ~ design crit~a and code accepted design values. The specific product epplic"alim, input design loads, and staled dimensions have been provided by ~he soft, rare user. This oulput has not been reviewed by a TJ Associate. -NoI all ~roducts are readily available. Che~k ~ your supplier or TJ technical I~q;~L:,sentative for product availability. -THIS ANALYSIS FOR TRU$ JOIST PRODUGTS ONLY.] PRODUOT SUBSTITUTION VOIDS THIS ANALYSIS. -,a,llowal01e Stre~s Design melhodobgy was used roi' Buikling Code NER analyzing the TJ Dbtribulbn product lis~ed above, -Nola: ~ee TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply conne~ort ~R,.~.J~CT INFORMATION: GARRY H. DECKER CONSTRUCTION ~ 5 X 20 ROOM ADDITION TO 2 WIDE CONDO UNITS OPERATOR INFORMATION: RUSSELL HtNTZE NOFFKE LUMBER INC. OSHKOSH, WI 54901 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 Fax : (92O) 235-3061 NONE I'iAR-26-200'~ PlieD 01:40 PI'i NOFFK. E OSH FAX NO, 2353061 U~¢ 1 3/26/031216;~3 PM P;)cm 2 Enpirm Ve~L~n: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Prlma~¥ Load Group HEADER FOR EXISTIN~ lZ OPENING FROM LIVING ROOM TO NEW i5 X20 "SUNROOM" ADDITION 3 PCS of 1 314" X 14" 1.9E Microllanfli> LVL ^ 12' 5.00" ^ MaX, Ver~lua! Reaction Total (lbs) 9873 9106 Max. Ve~tioal Reaction Live (lb~) 5887 5433 Required Bearing Length in 4.42(W) 4.08(W) Max, Unbraced Length (~n) 32 Lo0dit~9 on ~11 ~pan~, LDF = 1.15 , Dead + Floo~ + Snow 8153 =7386 9676 -8910 9676 89[0 9873 9106 33637 0.264 0.4~3 Loading on all spans, LDF ~ 0.90 , Dead Only Deaign Silent (lbs) 3294 =~981 Max Shear (lbs) 3907 -3594 Mo~er Reaction ()b~) 3907 3594 SupporL Reaction (lbs) 39~6 3673 Momen= (F~-l,b~) 13603 P, 12 PROJECT INFORMATION.-. GARRY H, DECKER CONSTRUCTION 15X 20 ROOM ADDITION TO 2WIDE CONDO UNITS ,OPERATOR INFORMATION: RUSSELL HiNTZE NOFFKE LUBBER INC, OSHKOSH, WI 54801 1601 8OWEN STREET OSHKOSH, WI 54901 Phor~: (920) 2~5-3080 F~ : (920) 23~3061 NONE MfiR-26:2903 ~ED 01:39 PH NOFFKE 0SH Ffi× NO, 2353061 P, 09 Jr"~-' ~.~A,,~-= TO10' OPENING TO GET 3 Pi. Y11 7/8" MICRO LAM TO WORK '~'~:'~',.,,-"" 3 Pcs of ~ 314"X 11 718" 1.9E M,crolla~ LVL THIS PRODUCT MEET~ OR ~CEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ' All dimenswns ~e horizo~ Produd Oi~rem la ~nce~ue~ LOAD~ A~l~i~ ~ for a H~er (Flush B~m) Mem~r. T~ L~d W~: ~' ~ P~a~ ~d G~p - Sn~ (~: ~.0 U~ at 115 ~ duO,n, 17.0 D~d Vertical Loads: Type Class Point(lbs) Snow(I.15) SUPPORTS: Input Width 1 Stud wall 3.50" 2 St~l wall 3.50" Llve Dead Location Application Comme,t 2331 1608 4'2' ' POINT LOAD FROM RIDGE BEAM Bearing Vertical Reactions (lbs) Detail Length Uve/DeadlUpllrdTotal 3.9"Z' 5225 / 3525 ! 018750 L1: Blocking 3.51' 468413152/017837 LI: Blocking -See TJ SPECIFIER'.e, / BUILDERS GUIDE f~' detail(s): LI: 81~ldng -Bearin~ length requirement exceeds input at suppedCs) 1. Supplemental hardware b required to satire'7 bearing requirements. .DESI,GN CO_NTRpLS'.. Maximum Design Control Control Shear (lbs) 8554 7243 136'22 Passed (53%) Moment (R-Lbs) 24805 24805 30788 Passed (81%) Live Lcfii Deft (in) 0,225 0,521 Passed (IJ555) To, al Load Deft (in) 0.377 0.694 Passed (L/331) Other I Ply 1 ~/4" 1 ,gE Mi~mllam~ LVL t Ply 1 3/4" 1,gE Microllam~ LVL .Defledion Criteria: 8TANDARD(LL:L/240,TL:L/180). L0caliOl~ Lt. end 8pan 1 unde~ Snow loading MID Span t under snow loading MID Span I under Snow loading MID Span 1 under Snow leading -Br~sing(Lu): All ~ompmssion edges (top and bottom) must be braced at Z 8" o/c units detailed 01hawise. Proper attaohment and positioning of laterar bra~ng is required to achieve member stability. .Design assumes adequate continu[~us lateral support of the ¢~mpression e~je, _ADDITIONAL NOTES: 4M PORTANTI The analysis presented ~s output from software developed by Trus Joist ('rJ). TJ warrants the sizing of its preduot.~ by this software will accomplished in accordance with TJ product design criteria and edda aocel~ed design values. The spadflo product application, input de.~rl I~ads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associa~. ~Nol all products are readily available. Cheek with your supplier or TJ technical mpresenlallve for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. · -Allowable SU'esa Design mothodology was used for Building Code NER analygir~J the TJ Distribution product lisled above. -No{e: See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. ~[ROJECT INF, ORMATION:. G.~RRY H. DECKER CONSTRUCTION 15X 20 ROOM ADDITION TO 2 WIDE CONDO UNITS ,OPERATOR. INFORMATIO. N: RUSSELL HINTZE NOFFKE LUMBER INO. OSHKOSH, WI 5490~ 16Ot BOWEN STREET OSHKOSH, WI 54901 Phone: (920) 235-3080 F~( : (920) 235.3061 NONE ~fiR-26-2003 ~D 01:39 P~ NOFFKE OSH TJ-ISeam[TM) 6 05 SePal Numbed 7002003?45 FaX NO, 2353061 P, 10 o ~DoWN ~ TO 10' OPENING TO GET 3 PLY 11 7~" MICRO LAM TO WOrK 3 Pcs of I 314" x 11 718" 1.9E Microllam® LVL Pa~Je2 lE~gl~e Vemien: 1.5.t2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ^ 10' 5.00" Max. Vertical ~eae~ion To~al (lb~] 8750 7~37 Max, v~rt£¢a! Roac~ion L{ve (lbs) 5225 468~ Requi~o~ B~arJng Long~h in 3.92(W) 3.51(W) Max, Unbraced Length (in) 32 M~X Shear (lb~) Support Reaction (lbs} Moment: (Fr-Lbs) L~Vc Do££action (in) Total Doflec~ion (in) Loading on ali spans, LDF ~ I~15 , Dead + ?1oo~ + Snow 7243 -63Z9 8554 -7641 85~4 7641 8750 ~837 24805 0.225 0.377 Loadlt~g o~ all zpans, I.OF - 0.90 , Dead Only Design Shear (lbs) 2921 -2548 Ha~ 8hdar (lb~) 3447 -307~ Member Roao~ion (lbs) 3447 3074 Mnmon~ (F~-Lbs) 10014 P__ROJECT INFOR..MATION: GARRY H. DECKER CONSTRUCTION 15 X 20 ROOM ADDITION TO 2 WIDE CONDO UNITS OPERATOR INF,,ORMAT_ION:,. RUSSELL HINTZE NOFFKE LUMBER INC. OSHKOSH, WI 54901 160t BOWEN STREET OSHKOSH, WI 54901 Phone: (920) F~x ; (920) 23.5-3061 NONE