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HomeMy WebLinkAboutField Inspection (rough building) ~. ~!) City of Oshkosh Inspection Services Division 215 Church Avenue, PO Box 1130 Oshkosh, VVI54903-1130 Phone: (920) 236-5050 Fax (920) 236-5084 CORRECTION NOTICE / FIELD INSPECTION REPORT JOB LOCATION: 2 7!l} f4,hJI/~ CONTRACTOR: C/e/d;'vL CU5-G/Y7 PROJECT TO BE INSPECTED: It.! e IJ f!pMe- TYPE OF INSPECTION: ~h SLr!J ~ 44Je.S Violations must be corrected and approved vvithin 30 days unless othervvise noted. Call for re-inspections prior to concealment and/or occupancy. Upon completing the corrections, the ovvner/contractor/agent must sign and date at the bottom of this notice and return it to the Inspection Services Division by the Compliance Date of INSPECTION Rts.m.:rs, ()UJE z.. ()f.. 2. [ I I L 6 La -fOr )> ~ Lh , 1/1 0ek1 /Ls s- (p 100 Print Name Company Signature: Date Jan.22. 2003 10:17AM No.0311 ~~~~ BEAMFORctWfOALE In:':' T~e04SerielN~002021440 2 Pcs of 13/4" x 91/4" 1.9E Microllarn<i5) LVL lJ6er.:l 1J22I:lOO3 0:~18 AM Pete' EItgiIleVeMn: 14.18 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED p. 6/9 rr 001 . 0.... Dimenelon: H'"'' L 11 001 .l!1 , I'r b Product...._ Ie COIIceptuel. J ~It ... I' ... Iill t c'''' LOADS: ~ais is for a Drop Beem Member. TributalY Load Width: " Primary load GroIJp - ReAiderltial- Uving.Atus (psi): 40.0 Live al1 00 % duration, 15.0 o.eo V~rtici!lllClQd$: Type Cl8ss Unlfonn(plt) F1oor(1,fXl) Uniform(plf) FIoor(1.QO) live Dead L.oc:aIkMI AppIicdon Comment 700.0 263.0 0 To 25'''- Adds To 700.0 263.0 0 To 25' 4- Adds To SVPPORTS~ Input BeIIrtng Vertical ~Ions tlbs. DetaR other WIdth Length UvelDeIld/UpliftlTotal 1 Pocket In m..0lUy wall 3.50" 3.50" 4212/1420 1015633 L4 None 2 SteelcoIumn 3.50" 5.65" 10935/3898/0/'4833 15 None 3 Steefcorumn 3.50" 5.13" 10286/319' 10 1 134n 15 None 4 Steelcolumn 3.50" 5.13" 11084/3959/0/15043 l5 None 5 Pockelinma$Of'1rywall 3.50" 3.50" 430311464/0/5767 L4 None -See T J SPECIFIER'S I BUILDERS GUIDE for detail(s): L4,L5 ~ IengIh cequiremenl fll(ClMIda input al 8UpPOIt(8) 2, 3, 4. Suppler-nemeJ hardwant is ~uinld to SIltiafy beming requnmente. PQI~ CQNTRQl-S' Maximum DesIgn Control SheIlr (Ibs) 7757 5933 6151 Moment (Ft-lb$) --9216 -s216 11204 live load Deft (in) 0.109 0.211 l'otaI LO$t DeI1 (In) 0.138 0.317 -Oefte<;tion Criteria: STANDARD(lL:tJ3ElO,n.:LI240). -BfaeCng(Lu): All oompressiOn edg8$ (top and bottom) must be braced at 'Z tr ole unlees d-.iled a1tlerwistt. Proper attachment and positioning of lateral bracing iG requiI'I!ld to ~ member staIliIlty. - ThaloB.d conditions oonsidered In this design soofyele include a~ and a.djaoent member pattern loading. Control Pa&Ged (96~) Passed (~) PlI8IIl8d (U695) PaGSed (U550) location Lt. end Sperl 4 under Roof ADJACENT $pan loading Bearing" under Floor ADJACENT spen loading MID Span 4 under Floor ALTERNATE spIlO loading ~O SpIln 4 under floor ALTERNATE eparl loading ADDITIONAL NOTES: -IMPORTANTt The If'IIIyllie pr8l$$J'ded is output from aoftware de. eloped by TM JoiGt (TJ). T J ~.,. sizing of i1I& products by thl$ ~ Will be a.cc:omp/istled in w;con:fance with T J product design Griteris end code accepted de$ign va.lues. The specific produot application, Input design Ioad$, afId stated dimensions have been pmvided by thlll!lOftwarll Ull8I'. This output has net been reviewed by a T J Associate. .Not all products.18 r88cdily lMliluble. Check with 'JOIX IiUppIIer or TJ techniCllI ~ for product lMIilsbilily. -THIS ANAL VSIS FOR TRUS JOIST PRODUCTS ONLY! PROOUCT SUBSnTUTION VOIDS THIS ANAlYSIS. -AIfowabJa Stress Design 1lIlI\hOIfCIfCl.. used for Bulding Code BOCA analyzing the T J O~ prMJCt Ii8h1d Ilbove. -Note: 5118 T J SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply COI'II'*tion. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 0 2001 by t..." Joi,,~. " If''l,,rMell.ller 11lltin..n 1'U<~olh.... i.. .. ~99bte_ tr<<<Ie-rk: of T&_ <1oi.~. t^",,,, .^ @ rNTERNATIONAL ^ PAPER ENGINEERED WOOD PRODUCTS Ke Beam Version 4.07 Member Data Description: Basement Beam Deck Connection: Nailed Live Load: 40 plf Dead Load: 17 plf DOL: 100% Non-standard Loads Type (Description) Replacement Uniform(plf) Replacement Uniform(plf) Point(lbs) Point(lbs) Replacement Uniform(plf) Point(lbs) Point(lbs) Replacement Uniform(plf) Point(lbs) Point over brg(lbs) Replacement Uniform(plf) Plan: Cliff dale V2 Basement Beam (of- /~ Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Moisture Condition: Dry Building Code: Other Deflection Criteria: L/360 live, L/240 total Filename: Cliffdale V2 Member Weight: 12.9 plf 08/09/02 8:42am 10f2 Trib. Live Dead Begin End Width Start End Start End DOL 0' .00" 25' 2.00" 560. 238. 100% 0' .00" 5' 2.00" 560. 238. 100% 5' 2.00" 1301. 568. 100% 10' 2.00" 1301. 568. 100% 10' 2.00" 18' 2.00" 560. 238. 100% 18' 2.00" 881, 286. 100% 21' 5.00" 881. 286. 100% 21' 5.00" 22' .00" 560. 238. 100% 22' .00" 788. 345. 100% 24'11.00" 788. 345. 100% 24'11.00" 25' 2.00" 560. 238. 100% I' ........ . .......... .................................... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::/:::::::::::::::::::::::::'::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :: .................................................:.:.:.:.:.:.:.:.:.:.'.:.:.:.:.:.:.:.:.:. .......................................................................................................^............................................... : ::::::,:::::,:::,:,:,:::::,:::,:::::::::,/:\,,::,,\\\,:\\\::\::::,:1 1=::; ;;::;::::::::{:::::;::::::::::::::::::::::::;:::; ...........n.......................... . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ :.:.:.;.:.:.",:-:.:.:.:-:.:.:.:.:.:.>:-:.:-:-:.:.;.:.:.:-:-:.:.:.:.:.;.:.;.:-:.: :.:.;.:-:.:.:.:-:.;.;.;.;.:.:.:-:.:.:.:.:.:.;.;.:.;.;.:-:-:<.:.".:.".:.:-:.:.:.:.:.:.;.:.:.;.;.;.: ::,\\\::::'::',:\\\:::\1 6 3 :::~::1:~:~;f::~~:;~:1:~1:?~t~;:1~1:f::~f::;::f::~::::f::~:~:;:~::::~::::~:::;~:~~*~~:~~:~:1:1~*~:::~~:;:;*;::::~:1:::::;~:~::~1~:~:~:1~:~~:.~:~;:1::~:;:;:~::::~~:1f::i:1:::~:i:*:~~:i:1*~:~f::::;~~~f::~::*.~:1:::~::~::1:~:1:~:;:~::i:~:~~~:~f::~*~:1:~~:~~*:*~~:~1:1:~~~:~:~::1:1:::*:'~*:~:Ef:::f::::;~:~:~~:~1~:?-:~::~~:i:~::~i:i:;:::;:i:~i:~:~:~ir~1:~?-::f:~:~:::~:1:~f::l:~:j:;:1:;*;:~:~~:1::~:; I I Bearings and Reactions Location Txpe Wall Wall Wall Wall Wall 1 2 3 4 5 0' .00" 6' .88" 12' 3.88" 18' 6.88" 24' 9.75" Design spans 6' .88" .:,::::,:,::::":::::,::,:::,:",::,:::::\\,:::,::::,,:",,::,,:,:1 6 3 0 6 3 6 5 25 2 0 Worst Case Width Total 100% Dead Total 3.00" 4069# 3163# 1236# 4398# 3.00" 10596# 7943# 3238# 11180# 3.00" 9702# 8246# 2957# 11203# 3.00" 11012# 8330# 3243# 11573# 3.00" 3971# 3176# 1199# 4375# 6' 3.00" 6' 3.00" 6' 2.88" Product: 1 3/4x9 1/4 Weldwood LVL 1.8e 3 ply Design requires lateral bracing every 32" along the compression face NOTE: Pass-thru framing is required at point loads over bearings. All product names are trademarks of their respective owners Christian M. Stueber Best Lumber, LLC Copyright (C)1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. I I , "\!Ii , ''''~' , @ 'INTERNATIONAL PAPER ENGINEERED WOOD PRODUCTS Ke Beam Version 4.07 Plan: Cliff dale V2 Basement Beam Allowable Stress Design Actual 6010.'# 7196.'# 6183.# 11572.# .0454" .0596" Allowable 18881.'# 18881.'# 9227.# 11813.# .2024" .3036" Positive Moment Negative Moment Shear Max. Reaction LL Deflection TL Deflection Capacity 31% 38% 67% 97% U999+ U999+ Location 2.73' 18.57' 5.47' 18.57' 3.04' 3.04' Control: Max. Reaction Design assumes a repetitive member use increase in bending stress: 4 % NOTE: Consult Manufacturer's Installation Guide for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table All product names are trademarks of their respective owners Copyright (C) 1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Loading Odd Spans 100% Adjacent 3 100% Adjacent 1 100% Dead load Odd Spans 100% Odd Spans 100% Christian M. Stueber Best Lumber, LLC 08/09/02 8:42am 20f2 INTERNATIONAL f'ii::\ PAPER ENGINEERED WOOD PRODUCTS W Ke Beam Version 4.07 . Plan: Cliff dale V2 Basement Door Member Data Description: Basement Door Header Deck Connection: Nailed Live Load: 40 plf Dead Load: 17 plf DOL: 100% Co+ /55" 08/09/02 8:42am lofl Member Type: Beam Application: Floor Lateral Bracing: Continuous Moisture Condition: Dry Building Code: Other Deflection Criteria: U360 live, U240 total Filename: Cliffdale V2 Member Weight: 6.8 plf Non-standard Loads Type (Description) Replacement Uniform(plf) End 2'11.00" Trib. Width Begin 0' .00" Live Start 560. Dead Start 238. End End DOL 100% "-:-:.:.;.:.;.:-:.:.:.;.:.:.;.:.:-:-:.:.;.;.:.:.:.;. .:-:.' .................... ............ ......................... ...........................................:-:.:.;.:.:.;';':-;';':';';';':';';':';';';';';';';':';';. .;.:-:.;.:.:-;.:.:.:.;.;.:-:.:.;........ .:.;.;.:.:.:.:-:.:.:.:.;.;.:.:.:.;.:.;.:.:.:.:.:-: :.:.:.:.:.:.:.:.:.:.;...;.:.:.:.....:.:.;.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.'.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.;.:.:.:.:.:.'.:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.;.:.:.:.:.:.:-:...............:...:.......:.:...:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.....:.:.:.:.:...:.:.:.'.:.:.:.: ;:1:;~*:*~::;:;:~:.~:1:;~:;~:?:1:;:;::::::f.*:~:~:::::f.:;:;:~:~::::::::~::::;:1:1:;:~~~:~:~~~:~;*~::~~*~~:~~:~:1:;~:.:~~~:::~1:~;:~;~:~~~~:~:;:~:~~:~;:~:f.:?:*=?~;:::;:::~~:~r::::.:~:::~:~~:::~~:.::~:~:~~~:~~:~~:1:~~~::~~:~?::?:::~~*::~:~;:~;~:~:;:~:~~:;:1:~::~~*.:.~~:::;~:~~:::::~;:1:;:;~~:1:::;*~*~~;:~:::;~:~:::~:~;:::;:1:;~:?:~;:1:~:~?::~:~~:;:;:::~ 211 0 I I 211 0 Bearings and Reactions Location Type 1 0' .00" Wall 2 2' 9.75" Wall Worst Case 100% Dead Total 788# 345# 1132# 788# 345# 1132# Width 1.50" 1.50" Total 1132# 1132# Design spans 2' 9.75" I I Product: Douglas Fir-Larch #2 ( 2xlO) Design assumes continuous lateral bracing for both chords. Allowable Stress Design Actual 796.'# 796.'# 511.# 1132.# .0025" .0036" Allowable 3529.'# 3522. '# 1758.# 2813.# .0938" .1406" Capacity 22% 22% 29% 40% L/999+ L/999+ Positive Moment Positive Unbrcd Shear Max. Reaction LL Deflection TL Deflection Control: Max. Reaction This member has been designed in accordance with NOS 1991 All product names are trademarks of their respective owners Copyright (C)1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. 2 ply Location 1.41 ' 1.41 ' .01' 0' 1.41 ' 1.41 ' Loading Total load 100% Total load 100% Total load 100% Total load 100% Total load 100% Total load 100% Christian M. Stueber Best Lumber, LLC . @ INTERNATIONAL PAPER ENGINEERED WOOD PRODUCTS . Ke Beam Version 4.07 Member Data Description: Header Between Dinette & Living Room Deck Connection: Nailed Live Load: 40 plf Dead Load: 17 plf DOL: 100% Non-standard Loads Type (Description) Replacement Uniform(plf) Plan: Cliff dale V2 Dinette Header Lt:P I- 135 Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Moisture Condition: Dry Building Code: Other Deflection Criteria: Ll360 live, Ll240 total Filename: Cliffdale V2 Member Weight: 6.2 plf Begin 0' .00" End 5' .00" Trib. Width Live Start 560. End Dead Start 238. ... ,.. :::::::::::;}}:::::::::;:::;:::::::::;:::::: )":;:;=;:;=;:;=;:;::=::::;;;:;:;:;=;:;=;:;:;=;;;:;:;:;=;=;:;;;:;:;::=::::: :;;:;:;;;::;;::::::=;=;=:;::;{::;::;;;:;;; ;;;::=;:;;;;:=; ............. :::;:;:;:::;:;:::;:::::;:;:;:;:;:;:;:;::::: .. ......::::::::::::::::::::::::::.:::::.::::::=;:::::;=;=:{:;;;=;:;:;;;::=;:;:;=:=;:::::: ;}::=;=;;;=;=::::::;;;::;;:::::::::;:;:;;;:;:;=:::=;;;=:::;:;:: :::::~~:~:~:~:;:;~:;~:;:::1~::::~:~~:~:~:1::~:~~:;:~:;:~:~:~~:~:~:;:::~:~~~:~:~:3~:~;:;:~t~~:;:;:;~~:::~:;:;~~~~fJ;:;:1:;*~~:~~:1:~1:~:~:1:~~:;~:~~:~~:;:~:;:~:~:;:~:1:1~:::~:::::::~:~~:1:~:1:;:1:~I~.:~~:1~t~1:1:1:1::~:1:~:~;:1:~1:~~:::~::::~:~*~:~;::~~:::~:::~~:1:1:::::;:~:~:~~:::1:~~~:~~~~f::::l:~*~:::~:1:~;':31:1:~:1:~:~:~~:::~~:1~::~::::*::1:1:1:::1~~1:::1:1:1:::~;.:::~:1:;:1:1 I I Bearings and Reactions Location Type 1 0' .00" Wall 2 4' 7.75" Wall Design spans 4' 7.75" Width 3.00" 3.00" Total 1869# 1869# 5 0 5 0 0 Worst Case 100% Dead Total 1301# 568# 1869# 1301# 568# 1869# Product: 1 1/4x9 1/2 Weldwood LVL 1.3e Positive Moment Shear Max. Reaction LL Deflection TL Deflection Allowable Stress Design Actual 2170.'# 1231.# 1868.# .0253" .0363" Allowable 5467.'# 3483.# 4500.# .1549" .2323" Ca pacity 39% 35% 41% L/999+ L/999+ 2 ply Location 2.32' .01' 0' 2.32' 2.32' Loading T otalload 1 00% Total load 100% Dead load Total load 100% Total load 100% Control: Max. Reaction NOTE: Consult Manufacturer's Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Christian M. stueber Best Lumber, LLC 08/09/02 8:42am lofl End DOL 100% I I I~TERNATIONAL t7i:\ PAPER ENGINEERED WOOD PRODUCTS W Ke Beam Version 4.07 Member Data Description: Lower Front Window Headers Deck Connection: Nailed Live Load: 30 plf Dead Load: 17 plf DOL: 115% Non-standard Loads Type (Description) Replacement Uniform(plf) Replacement Uniform(plf) . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .....H................... . . . . . . . . . . . . . . . . . . . . . . . . . .......................... ...... . . . . . . . . . . . . . . . . . . . . . . . . . Plan: Cliff dale V2 Front Lower Windows Lo +- Is s- Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/12 Moisture Condition: Dry Building Code: Other Deflection Criteria: Ll360 live, Ll240 total Filename: Cliffdale V2 Member Weight: 6.8 plf Begin 0' .00" 0' .00" Trib. Width Live Start 560. 510. End Dead Start 238. 289. ............. .-....................... .. ................... ............. . ........................ ... ................. :.;.:;:::.;;:;:::::;:;:;::: ,',;.;.;.:.:-: ...... ;..-:.:-:.;.;.:-:.:;:;:::::::;:;:;:;:;:::::;:;:::::;:::::::;:::::::'::>:;:;:::::::::::;:::;:::;:::::;:;.:::.;:::::;:::;:;::::::::::::;::::;:::.:;:::;:;::::::::.::;:::;:::::::::::::::::;:::::;:::;::::::::::::::;::;::;:::::::::::::;;:<;:.:: ::::::::::::::::: :::::::;;:::::;::;;:::;:;;:::::::::::::::::::::: ........ ::;:: ~;:;:~:::~:~:::;*~:::~:~:::~~:~:;:~::~:~~~:~:::~~::~:~;:::~:~:~~:~~:;:~:~~:~:::~:;:::~:~:~:~:~f,:~:;~~::~:~:~~:;:::;*~~:~::::::?::~:~::~::;:~:~:::::~~:;:~:::~:::~~:~:~~:;~:~~:::~*~~:~:~~:;:~~~?:;~:::~:1:*:!>":~::::;::~::::::*~::::::~~:~:~:~:~:~:::;~:~J:~;~~::::~::::z"::~::;:;~~;:~:~:~:::::~~:;~:~:~:;:~:::~t~::~:::~*::::~.:~:~~:;:;:~:::~:;:~~:~~:~~:~;:~~:;:~:::~:;:~~:::~:1:~:1:;:: I I Bearings and Reactions Location Type 1 0' .00" Wall 2 2' 7.75" Wall Design spans 2' 7.75" End 2'9.00" 2' 9.00" ... , ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................................... ........................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ..... 2 9 2 9 0 Width 1.50" 1.50" Worst Case 100% Dead 0# 707# 0# 707# . . .. . ................................................ . .......................................... . ......................................... . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Total 2122# 2122# Product: Douglas Fir-Larch #2 ( 2xlO) Design assumes continuous lateral bracing for both chords. Total 2122# 2122# 115% 1416# 1416# Positive Moment Positive Unbrcd Shear Max. Reaction LL Deflection TL Deflection Allowable Stress Design Actual 1403. '# 1403. '# 885.# 2122.# .0037" .0056" Capacity 34% 34% 43% 75% L/999+ U999+ Allowable 4059.'# 4050.'# 2021.# 2813.# .0882" .1323" Control: Max. Reaction This member has been designed in accordance with NOS 1991 All product names are trademarks of their respective owners Copyright (C)1989-2002 by Keymark Enterprises. Inc. ALL RIGHTS RESERVED. Location 1.32' 1.32' .01' 0' 1.32' 1.32' Loading Total load 115% Total load 115% Total load 115% T otalload 115% T otalload 115% Total load 115% Christian M. stueber Best Lumber, LLC 2 ply 08/09/02 8:43am 1 of! End DOL 115% 115% I I , , INTERNATIONAL Ih' PAPER ENGINEERED WOOD PRODUCTS W K Beam Version 4.07 Member Data Description: Upper Front Window Headers Deck Connection: Nailed Live Load: 30 plf Dead Load: 17 plf DOL: 115% Non-standard Loads Type (Description) Replacement Uniform(plf) Plan: Cliff dale V2 Front Upper Windows i 0 -I- /?:. 5"" Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/12 Moisture Condition: Dry Building Code: Other Deflection Criteria: U360 live, U240 total Filename: Cliffdale V2 Member Weight: 6.8 plf Begin 0' .00" End 2'9.00" Trib. Width Live Start 510. End Dead Start 289. 08/09/02 8:43am I of I End DOL 115% :::::;:::::::;:;:::::::;:::::::.............;...:.:.;.;.;.;-:.;.;.;;:.;;:<;:;:.;::.;.;;:.:;:::;:;:;:::;:;:::;:;:::::;:;:::::::::::::;:::::::::::: ............. ;.;.;.:.:...;.;.;.;.::;.:::.:::::;:::;:::::::::;:;:::::::::;::::::::.;:::;:::::::::::::::::::::::::::<::::::;:::;.;.;.;.:.;.;.;:: :::=::;::::::::=:=:::::=::;:;:;:::;:::::;:;{:;:;:::::;:;:;=;::;:;::;::>:.;..,'.... %:::~:::~~:~::;~:~~:l::::~.;~::l::f.:-:~:::~i:i:;:::?:~:::;:~;~:~;:i:;:::?:~::~1:::r:~r::;:i:i~:::~:1:1r::l:~:r:~i:~;:~~:r:~~:1:;:~~:1:~:~:~;:::;:1:~:;:~:~:::~:::;:::1:~:1:~:::~:~:1:~:1:;:::~~:~:;:~:::1:;~:~::::.:1:::~:::~;~~~:::;:::~f.:;~:~~:;:::1r:::f.(::~~1:1:;*;:f.~~:::;:~r::;:~:~;:~~:::;:::~:~:1:~:~;~:~:::~?;:;:~:::;:::~:1:r.1:f.:~;*;:i:l:1:1:;;~~:1:~:~:~:~:~~:::~~:~:::~1:1:~:1:~:f.r::~~:1 I I Bearings and Reactions Location Type 1 0' .00" Wall 2 2' 7.75" Wall Design spans 2' 7.75" Width 1.50" 1.50" Total 1067# 1067# 290 2 9 0 115% 675# 675# Worst Case 100% Dead 0# 392# 0# 392# Total 1067# 1067# Product: Douglas Fir-Larch #2 ( 2xlO) Design assumes continuous lateral bracing for both chords. Positive Moment Positive Unbrcd Shear Max. Reaction LL Deflection TL Deflection Allowable Stress Design Actual 705.'# 705.'# 445.# 1066.# .0018" .0028" Allowable 4059.'# 4050.'# 2021.# 2813.# .0882" .1323" Capacity 17% 17% 22% 37% U999+ U999+ Control: Max. Reaction This member has been designed in accordance with NOS 1991 All product names are trademarks of their respective owners Copyright (C)1989-2002 by Keymark Enterprises. Inc. ALL RIGHTS RESERVED. Location 1.32' 1.32' .01' 2.65' 1.32' 1.32' Loading T otalload 115% T otalload 115% T otalload 115% Total load 115% Total load 115% Total load 115% Christian M. stueber Best Lumber, LLC I I 2 ply , , , @ INTERNATIONAL. PAPER ENGINEERED WOOD PRODUCTS . Ke Beam Version 4.07 Member Data Description: Front Hallway Plan: Cliff dale V2 Hallway LCi 1- ISs- 08/09/02 8:44am 100 Deck Connection: Nailed Live Load: 40 pit Dead Load: 17 pit DOL: 100% Member Type: Beam Application: Floor Lateral Bracing: Continuous Moisture Condition: Dry Building Code: Other Deflection Criteria: L/360 live, L/240 total Filename: Clitfdale V2 Member Weight: 6.8 pit Non-standard Loads Type (Description) Replacement Unitorm(plf) Begin 0' .00" End 3' 3.00" Trib. Width Live Start 560. Dead Start 238. End End DOL 100% ....................................... ..........,........... ....................................... ..................... .....................,............................... ............. ................ .... . . . . . . .. . . . . . . . . . . ... . . . . . . . . .. .. .. ...... ...............'..,. .... ........................ . ....................................................................................................................... .~~:~~:::;:::?~:::::;:i~~:~::::*:~;f::m:~;~~~:r~:~~;~;f::fJ:i:~:;:;:~:;:i:;:i:;:~:~~~:~~:::~~:~:;:;f:*~:~~1:;:~?::~:m:;:;~:~:~:~~:~;~:~:~:m~:~~::g:m*::g::::::::::;??:*::?~~:;:;~i:~~:~:~:;:~:~~:~:~:i:~:~:~~:1:~::::~:~~::~~:;:m~~~:;:~~:~~:~:i::r::~~:;:~:~::::?g:~:~~::~~:~:~:~:~:~:~~:~~:~;:::~:::::;:::~r::;:;:~:;*;:~~:1:~:~~:~:~:~~~:~:;:~::~~:::~:;:;:;:::::;:i: / / Bearings and Reactions Location Type 1 0' .00" Wall 2 3' 1.75" Wall Width 1.50" 1.50" Total 1266# 1266# Design spans 3' 1.75" 3 3 3 3 0 Worst Case 100% Dead Total 881# 386# 1266# 881# 386# 1266# ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / I Product: Douglas Fir-Larch #2 ( 2xlO) Design assumes continuous lateral bracing for both chords. Allowable Stress Design Actual 996.'# 996.'# 646.# 1266.# .0039" .0056" Positive Moment Positive Unbrcd Shear Max. Reaction LL Deflection . TL Deflection Allowable 3529.'# 3522.'# 1758.# 2813.# .1049" .1573" Capacity 28% 28% 36% 45% U999+ U999+ Control: Max. Reaction This member has been designed in accordance with NOS 1991 All product names are trademarks of their respective owners Copyright (C)1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVEO. 2 ply Location 1.57' 1.57' .01 ' 0' 1.57' 1.57' Loading Total load 100% Total load 100% Total load 100% Total load 100% Total load 100% Total load 100% Christian M. stueber Best Lumber, LLC , @ INTERNATIONAL PAPER ENGINEERED WOOD PRODUCTS . Ke Beam Version 4.07 Member Data Description: Rear Upstairs Window Headers Deck Connection: Nailed Live Load: 30 plf Dead Load: 17 plf DOL: 115% Plan: Cliffdale V2 Upper Rear Windows Lo!- !3,r;- 08/09/02 8:47am I of! Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/12 Moisture Condition: Dry Building Code: Other Deflection Criteria: U360 live, U240 total Filename :Cliffdale V2 Member Weight: 6.8 plf Non-standard Loads Type (Description) Replacement U niform(plf) Begin 0' .00" End 3'7.00" Trib. Width Live Start 510. Dead Start 289. End End DOL 115% I I Bearings and Reactions Location Type 1 0' .00" Wall 2 3' 5.75" Wall Width 1.50" 1.50" Total 1402# 1402# 115% 888# 888# Design spans 3'5.75" 3 7 3 7 0 Worst Case 100% Dead 0# 515# 0# 515# I I Total 1402# 1402# Product: Douglas Fir-Larch #2 ( 2xlO) Design assumes continuous lateral bracing for both chords. Allowable Stress Design Actual 1219.'# 1219.'# 781.# 1402.# .0053" .0084" Allowable 4059.'# 4050.'# 2021.# 2813.#, .1160" .1740" Positive Moment Positive Unbrcd Shear Max. Reaction LL Deflection TL Deflection Control: Max. Reaction This member has been designed in accordance with NDS 1991 All product names are trademarks of their respective owners Capacity 30% 30% 38% 49% L/999+ L/999+ Copyright (C) 1989-2002 by Keymark Enterprises, Inc. AlL RIGHTS RESERVED. 2 ply Location 1.74' 1.74' .01 ' 0' 1.74' 1.74' Loading Total load 115% T otalload 115% Total load 115% T otalload 115% Total load 115% Total load 115% Christian M. Stueber Best Lumber, LLC " . . < "@ INTERNATIONAL '. PAPER ENGINEERED WOOD PRODUCTS Ke Beam Version 4.07 Member Data Description: Header For Patio Door Deck Connection: Nailed Live Load: 40 plf Dead Load: 17 plf DOL: 100% Plan: Cliff dale V2 Patio Door I- /Z 08/09/02 8:46am I of 1 Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Moisture Condition: Dry Building Code: Other Deflection Criteria: Ll360 live, Ll240 total Filename: Cliffdale V2 Member Weight: 62 plf Non-standard Loads Type (Description) Replacement Uniform(plf) Replacement Uniform(plf) Begin A' .00" 0' .00" End 6' .00" 6' .00" Trib. Width Live Start 280. 480. End Dead Start 119. 272. End DOL 100% 115% I I Design spans 5' 9.88" 0' 6.00" (right cant) 660 060-; I I Product: 1 1/4x9 1/2 Weldwood LVL 1.3e 2 ply Design requires lateral bracing every 32" along the compression face Allowable Stress Design Actual 4903.'# 8.'# 2454.# 3402.# .0847" .1289" -.0228" -.0347" Positive Moment Negative Moment Shear Max. Reaction LL Deflection TL Deflection LL Defl., Rt. TL Defl., Rt. Allowable 6287.'# 5467.'# 4006.# 4500.# .1941" .2911" .0333" .0500" Capacity 77% 0% 61% 75% U825 U542 2L1526 2L1345 Location 2.91' 5.82' 5.24' 5.82' 2.91' 2.91' 6.31' 6.31' Control: TL Defl., Rt. NOTE: Consult Manufacturer's Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective O\oVJ1ers Copyright (C) 1989-2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Loading Odd Spans 115% Total load 100% T otalload 115% Dead load Odd Spans 115% Odd Spans 115% Odd Spans 115% Odd Spans 115% Christian M. Stueber Best Lumber, LLC If .a _.~ .. I~TERNATIONAL IJ.\' PAPER ENGINEERED WOOD PRODUCTS W KeyBeam Version 4.07 Member Data Description: Header For Patio Door Deck Connection: Nailed Live Load: 40 plf Dead Load: 17 plf DOL: 1 00% Plan: Cliff dale V2 Patio Door Lo -f IsS- 08/09/02 8: 46am 1 of 1 Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Moisture Condition: Dry Building Code: Other Deflection Criteria: U360 live, U240 total Filename: Cliffdale V2 Member Weight: 6.2 plf Non-standard Loads Type (Description) Replacement Uniform(plf) Replacement Uniform(plf) Begin 0' .00" 0' .00" End 6' .00" 6' .00" Trib. Width Live Start 280. 480. End Dead Start 119. 272. End DOL 100% 115% / / 6 6 0 Bearings and Reactions Worst Case Location Type Width Total 115% 100% Dead Total 1 0' .00" Wall 3.00" 3368# 1398# 816# 1156# 3369# 2 5' 9.88" Wall 3.00" 3403# 1398# 837# 1169# 3403# Design spans 5'9.88" 0' 6.00" (right cant) 060-( / / Product: 1 1/4x9 1/2 Weldwood LVL 1.3e 2 ply Design requires lateral bracing every 32" along the compression face Allowable Stress Design Actual 4903.'# 8.'# 2454.# 3402.# .0847" .1289" -.0228" -.0347" Positive Moment Negative Moment Shear Max. Reaction LL Deflection TL Deflection LL Defl., Rt. TL Defl., Rt. Allowable 6287.'# 5467.'# 4006.# 4500.# .1941" .2911" .0333" .0500" Capacity 77% 0% 61% 75% L/825 L/542 2L/526 2L/345 Location 2.91' 5.82' 5.24' 5.82' 2.91' 2.91' 6.31' 6.31' Control: TL Defl., Rt. NOTE: Consult Manufacturer's Installation Guide for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989-2002 by Keymark Enterprises. Inc. ALL RiGHTS RESERVED. Loading Odd Spans 115% Total load 100% T otalload 115% Dead load Odd Spans 115% Odd Spans 115% Odd Spans 115% Odd Spans 115% Christian M. Stueber Best Lumber, LLC