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Specifications (2) , r � t , "A3- b ,i " �A , ... enr-, rinpy griff ?III, I . or-,71-,.,, 4'--'‘,,„), <s_ - i...:„-F- r. - t SUMMIT ENGINEERING ' ,, ,-,,,,I;.f I_ IL 5'E yi y Presents REVISION Structural Calculations for Project/Client: Designer: Dwyer Residence Deck Deckmasters, LLC 6600 SW Ventura Dr. 1901 N.E. Buffalo St. Tigard, OR 97223 Portland, OR 97211 Project No. 16-025A Date: June 6, 2016 This is an addendum to the original calculation set. This addendum covers modifications to the permit drawings. Project Description and Markups Pages 1 - 3 Supporting Calculations Pages 4 - 13 Cl3r oT Igar 7.5:,-, '.`..--:-.1%,1.-,91p,,\, r at � _2 , e,54ct7 t %---1, ,, ` ..`--- hist ao16- oo )31 CREGC1'1 66 coo s w Vcti'fvr� di- i Project Scope Addendum to the Original Calculations: New residential deck: ■ Elements in this structural package requiring engineering: • Deck was constructed with span of joists too short (error on plans) • Cantilever was engineered: • Connection design included • Check beams with additional cantilever load • Check footings with additional cantilever load Codes used: 2014 OSSC Live Load: 40 psf Snow Load: 25 psf on deck, 16.8 psf reduced on patio cover Refer to original calculations dated March 28, 2016 for any information not provided in this addendum. 2i ! 'tEn pockNI 0Tfp.a-r of JoisTS Fee- 00(T O°P. 0 NE-1),) 1AT occErvr, cApIrt_ locu,400 loft-1 Fackoge. franA tave CAX) ckAkti-&) LdAe.... oiv AAV, DTL.,„ race detail on (c..;-{ cet1 / age 13 to support 'teat e.„ (4940,17h, dsts. Jr)isrs. 212_ c\4 Cat,40'"'eri PCST- . . . \j'Pvc)fi F/k- \<!-Y ale.) 0 co" / 6 rids ,. nitirrik) f tr (40 ‘'I. 5 ri--A (, od ..i . ( k\i'( ) 1?6.' 5 i e es? AL 1 „fi..............4................__40- , - . . _ ix_ k 1, ( 1/-0." e.taiwa fienni;ver• 0 i e k 71,4crivi (1) 0tk) F;A ,T u Ccoilt_pt,: , 40' . • reit' \705,r5 re?) ix8 ('- 1,0 `1‘.• 0 F --) 1.,r2 P0le c:214s-reie v- t0 d re4,) (2 'to' r, Y--- ' - a AMY 41 fikt s.Tee /-) , . ... p2 3"SQ.POST --- ---/ ACRYLITE r SQ. (6)1/4"S*14 TEK SCREWS(3)EA. / ALUM POST VW STD. SDE.STANDARD BOTTOM SHOE IN/ \ / SHOE 0 BOTTOM (4)1/4V LAG SCREWS X 6" \ /' CONNECTION THRU EMBEDMENT(2)EA.WE ', PECK'G INTO BLKG (4)1l4 *14 TEK SCREI^e AS SHOWN (2)EA.WE. (4)3/6LAG SCRF-INS X b (4)2X5 BLICG 0 ACRYLITE POST \\ \ "0 " EMBEDMENT(2)EA.3/6" 10d NAILS ATTACH1 ED TO BLPS \ \ ,/-, „.--- SIDE --- , ( FRONT&SIDES CREATE BOX .--\ \ \ k-sr , AROUND ACRYLITE P051' P. "3 p ', , \ \ \ ' DECK& - ... '''''' 11111 '' \ 1.----1 A35 (` -41/111 - IF'' ,t. ills 1:410. ii ..,..- A35 II ( ,/ ____ __ 7 6 "\j1 / (LAS1 / ' 3 PT,*2 6X12 DF-L BM .0-. . .. \ . ., / ikli- "\,. \ _/ ' 10d NAILS at EA.SIDE ALSO(8 . .. ,. THRU FRONT/RIM JOIST&SIDE . V ____ AC6C SIMPSON CAP BLIC64)EA.ACRYLITE POST ATTACH/144/TIDO NAILS 4#EA.MFG. N... PROVIDED HOLE ..// j, . / IND \ ACRYLITE - IN BT© BM CONN. DTL 6X6 POST \., , 1 I.-= IUer ,., / , / , . • . \1/4\ , ICn6 I .. , (od ) 11 . , 1,, ,e7fli re 'ilitrie, i i , 26\641 S E N t2 , ... -2... ' .er ro • "`� ,--- ti . .. � rv + 1 . . tp 401.). .., , - , P i 36 ,i- /9 i ')< ,- -, r . .x ok , F (2,),4/.. *ilf /0/ #(";"'..) / '.$4 1/44 - . /4tiA .k- /i / --,- /2 It 14' i --'- .:,17- 2a ' t/ o $ F ; , 4 of F1-61 , R , _,,.... _ a. , . „ _ , , , 01"*".!!..`"V' ,'!::-'4.!".';''''W,".`"1:-.`:*".%.+IS , `q2 L� • II AIM V - 1 piece(s) 2 x 8 Hem-Fir No. 2 © 16" OC Overall Length: 12'9" + + 0 0 ' I if 2' 4"4` 10 I. X 0 AU 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) 316 @ 12'6 1/2" 1367(2.25") Passed(23%) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Member Type:Joist Shear(lbs) 278 @ 3'3/4" 1251 Passed(22%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-lbs) 784 @ 7'5 5/8" 1477 Passed(53%) 1.15 1.0 D+0.75 L+0.75 5(Alt Spans) Building Code:IBC Live Load Defl.(In) 0.197 @ 7 4 13/16" 0.344 Passed(L/628) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.241 @ 7'5" 0.516 Passed(L/514) -- 1.0 D+0.75 L+0.75 S(Alt Spans) TJ-Pro'"'Rating N/A N/A -- -- -- • Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(21/360)and TL(2L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10'5 11/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead FILZ.: Snow Total Accessories 1-Stud wall-SPF 5.50" 5.50" 1.50" 92 305 193 590 Blocking 2-Stud wall-SPF 3.50" 2.25" 1.50" 61 215/-5 133 409/-5 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Loads Location Spacing (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 12'9" 16" 9.0 30.0 19.0 Residential-Living Areas Weyerhaeuser Notes (Z)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are 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 assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator —� Job Notes 5/3/2016 2.51.02 PM Julie Havelka Forte v5.0, Design Engine:V6.4 0.40 -Summit Engineering.LI C 1503)734-6633 Dwyer Jab.�1 fe Julie@ summitengineeringlIc.com Io„"M„ r I Page 1 of 1 Mil, 1 piece(s) 2 x 8 Hem-Fir No. 2 @ 16" OC Overall Length:6'9" + j + o 0 " tt I 2' 4' 4 a o 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) 455 @ 2'2 3/4" 3341(5.50") Passed(14%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 300 @ 1'4 3/4" 1088 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) -669 @ 2'2 3/4" 1284 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.091 @ 0 0.200 Passed(2L/590) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.091 @ 0 0.223 Passed(21./590) -- 1.0 D+1.0 L(All Spans) TJ-Pro""Rating N/A N/A -- -- -- • Deflection criteria:LL(L/360)and TL(1/240). •Overhang deflection criteria:LL(0.2")and TL(21./240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'7 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(lbs) ` Supports Total Available Required Dead Fiwr Live Total Accessories 1-Stud wall-SPF 5.50" 5.50" 1.50" - 455 455 Blocking 2-Stud wall-SPF 3.50" 2.25" 1.50" - -155 -155 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 2'3" 16" - - Residential-Living Areas 2-Point(Ib) 0 N/A - 300 Weyerhaeuser Notes (Z /� �SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. , Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are 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 assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes I 5/3/2016 3:47:34 PM June Havelka Forte v5.0, Design Engine:V6.4.0.40 Summit Engineering,LLC (503)734-6633 Dwyer Job.4te juiie@summitenylneeringllc-com IPar-ro R I Page 1 of 1 • • AMU `•• 1 piece(s) 6 x 12 Douglas Fir-Larch No. 2 Overall Length: 75'5" ° 0 2' , , 12'10" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 3436 @ 2'1 3/4" 8181(3.50") Passed(42%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam Shear(lbs) 1786 @ 3'3" 7168 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 6514 @ 8'9 11/16" 8840 Passed(74%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC Live Load Deft.(in) 0.168 @ 8'8 3/8" 0.437 Passed(L/938) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.221 @ 8'8 13/16" 0.655 Passed(L/713) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(1/240). • Overhang deflection criteria:LL(211360)and TL(21./240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 15'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(lbs) SUPPDrtS Total Available Required Dead LF°r Snow Total Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 933 2032 1305 4270 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 536 1539/-40 -146 2075/-186 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PLF) 0 to 15'5" N/A 69.0 229.0 - 2-Point(Ib) 6" N/A 159 - 1159 Canopy point load Weyerhaeuser Notes (Z /�� SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are 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 assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.corn/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator • Forte Software Operator Job Notes 5/3/2016 3:48:30 PM Julie Havelka Forte v5.0, Design Engine:V6.4.0.40 Summit Engineer,ng LLC (503)734-6633 Dwyer Job.4fe lube'c Sum mitengineeringlic-corn ir,__._ I Pagelofl e c -- 0 ..gip LNCRearp 1 a (lU �tZ t.2 CPI__4, L.,i.). v , roLA+ Y 6 -C 2'7 '0 el c-,:, Qs it' = 7vi,, z3 ►i, ( 41 oL + c C+ St off, q 30 t 9. N)O'ttnu tic Lc..... 4'. L. _ 2 lei. .- lei. S9-`?,. SA, 2% ,4- Q - --1?2, , de 3923 < 1(1-4I1 t oc,- 'L �( r c g!) .4) .:::41. + lc, ÷ itzi ...4„_ 1,........., ...........1 t=1::..mtannumumilmmim=mm=a0 ' ` ' ev)P r ? , - 1...t.�S dna W vi/ 15,1e12 Gtr ' , Vu .c_, ,: /16441- Zg ' • NW 2 piece(s) 2 x 8 Hem-Fir No. 2 @ 16" OC Right cantilever length exceeds 1/3 member length or 1/2 back span length. Right overhang exceeds the maximum length of 5'for this product. Overall Length: 11'S" MEMBER IS NOT FAILED. UPLIFT AT REAR IS TAKEN BY LUS28 HANGER. 0 11 11 11 11 5 5'10• I] 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual©Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 586 @ 5'5 1/4" 4253(3.50") Passed(14%) -- 1,0 D+0.75 L+0.75 S(All Spans) Member Type:Joist Shear(lbs) 326 @ 6'2 1/4" 2501 Passed(13%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-lbs) -1114 @ 5'5 1/4" 2216 Passed(50%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.237 @ 11'5" 0.399 Passed(21/606) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.301 @ 11'5" 0.598 Passed(2L/476) -- 1.0 D+0.75 L+0.75 S(All Spans) TJ-Prom'Rating N/A N/A -- -- -- • Deflection criteria:LL(1/360)and TL(L/240). •Overhang deflection criteria:LL(21/360)and TL(21/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'3 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%increase in the moment capacity has been added to account for repetitive member usage. • Moment capacity over cantilever support 2 has been reduced by 25%to lessen the effects of buckling. •-213 lbs uplift at support 1 1/4".Strapping or other restraint may be required. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(lbs) Suppot C5Total Available Required Dead u�ve Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" -46 -137 -87 -270 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 3.50" 1.50" 125 376 238 739 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Loads Location Spacing (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 5'6"to 11'5" 16" 10.0 30.0 19.0 Weyerhaeuser Notes (1S)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are 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 assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/3/2016 3:47:22 PM Julie HavelKa Forte v5.0, Design Engine:V6.4.0.40 Summit Engineering.LLC Dwyer Job.4te ,503)734-6633 y iulieCasummitengtneeringlIc corn IPage 9 I Page 1 of 1 `w 3 piece(s) 2 x 8 Hem-Fir No. 2 @ 16" OC Right cantilever length exceeds 1/3 member length or 1/2 back span length. Right overhang exceeds the maximum length of 5'for this product. Overall Length:11'5" MEMBER IS NOT FAILED. UPLIFT + 1 AT REAR IS TAKEN BY LUS28 HANGER. 5. 0 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) 619 @ 5'5 1/4" 6379(3.50") Passed(10%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 319 @ 10 3/4" 3263 Passed(10%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) -1669 @ 5'5 1/4" 2890 Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.340 @ 11'5" 0.399 Passed(2L/422) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.340 @ 11'5" 0.598 Passed(2L/422) -- 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A -- -- -- • Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(21/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'3 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%increase in the moment capacity has been added to account for repetitive member usage. • Moment capacity over cantilever support 2 has been reduced by 25%to lessen the effects of buckling. •-319 lbs uplift at support 1 1/4".Strapping or other restraint may be required. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(lbs) SUppert5 Total Available Required Dead Floor Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" - -319 -319 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 3.50" 1.50" - 619 619 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 1-Point(ib) 11' N/A - 300 Weyerhaeuser Notes (Z /�� SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are 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 assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/3/2016 3:47:07 PM Jui1e Havelka Forte v5.0, Design Engine:V6.4.0.40 Summit Engtneenng.LLC Dwyer Job.4fe 503)734-6633 Julie@summitengineeringllc.con Page 101 Page 1 of 1 11 - t , �, (---.2; ' / 6. ` `ii ' - 4r or . s w cns 1 ) z ., 1 =.• ....a./ 1 - "-'"'")(ip i A-OS #.6'Xh' Z f" Cr5t-c' ) 3 +fr-fl,.. --- , qs. 19 z L 1 —i- 1--,c>-;_,e ,7); '1 1 isa v t., 1 ja • 4 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 16" OC Overall Length: 12'9" 4 PIECES TOTAL = 2 EACH SIDE OF CANOPY I POST. SEE DTL ON PAGE 3. 10' 4 2' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 2315 @ 10'6 1/4" 14025(5.50") Passed(17%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(lbs) 1898 @ 11'4 1/4" 6003 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) -3753 @ 10'6 1/4" 6256 Passed(60%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.169 @ 12'9" 0.200 Passed(2L/316) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.191 @ 12'9" 0.223 Passed(2L/280) -- 1.0 D+1.0 S(All Spans) TJ-Prop""Rating N/A N/A -- -- -- • Deflection criteria:LL(L/360)and TL(1/240). •Overhang deflection criteria:LL(0.2")and TL(2L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'7 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%increase In the moment capacity has been added to account for repetitive member usage. •-316 lbs uplift at support 1 1/4".Strapping or other restraint may be required. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead FLtve Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" -2 161/-4 -314 161/-320 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 5.50" 1.50" 367 229 1949 2545 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Loads Location Spacing (0.90) (1.00) (1.15) Comments 1-Uniform(PLF) 0 to 12'9" N/A 9.0 30.0 Residential-Living Areas 2-Point(Ib) 12'6" N/A 250 - 1635 Weyerhaeuser Notes (Z //�� �j SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are 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 assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. 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