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Specifications (37) � D(:)\ -- (3 ,;)- •^'1 LDO -• ,"�� n Digitally signed by _}1+"✓'1 ��1 ��v� \ Dave Dave Horn COPY DN:cn=Dave Horn, OFFICE o=Horn ConsultiDave Horn0111.11 , Engineers,ou, Horn eo -us mam,il=dave@hornce c � ��� VED Date:2018.08.28 I � H C E17:51:19-07'00 ►% SEP 12 2018 Horn Consulting Engineers LLC CITY( F TIGARD Structural Calculations: E3UILDING DIVISION Project: PWCC-18-01 Building 1 Durham Square: Tennant Improvements Date: 8/28/18 Subject Sheet#'s Lateral Loads L1 — L2 Framing Fl — F4 Footings FTG1 — FTG2 New Wall Openings Cl — C5 ' 1!(.V4 ! t ai . g r� i ''''.4,-<7,.-.;,, gyp 5 9'. 1 L_. laA • . 7J'`'"' 12.1q`lq �� , QP) J. Vt° The following calculations are for lateral wind and seismic engineering and gravity loading of the beams and columns The design is based on information provided by the client who is solely responsible for its accuracy. The engineering represents the finished product. Discrepancies from information provided by the client invalidate this design. Horn Consulting Engineers shall have no liability(expressed,or implied),with respect to the means and methods of construction workmanship or the actual materials used in construction. Horn Consulting Engineers shall have no obligation of liability,whether arising in contract(including warranty),Tort(including active,passive,or imputed negligence) or otherwise,for loss or use,revenue or profit,or for any other incidental or consequential damage. 7412 SW BEAVERTON-HILLSDALE HWY SUITE 202 PORTLAND, OR • 97225 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM LI . Hc E HORN CONSULTING ENGINEERS LLC New Remodel: PWCC-18-01 Code Basis of Design: 2014 O.S.S.C. Seismic Loading: Sps= .716, R =6.5, W=weight of structure V= [Sos/(R x 1.4)]W V= .079W Exterior Wall Dead load = 12 psf Interior Wall Dead load = 8 psf Floor Dead load= 12 psf Seismic in Front to Back: W2 = [.079(56')(12+12+8)] = 141.6plf Seismic in Side to Side: W2 = [.079(74')(12+12+8)] = 187.1 plf Redundancy Factor= 1:0 per ASCE7 section 12.3.4.2 Upper Floor Diaphragm: Left Wall Line Back Wall Line P = (0.1416) klf x 32' =4.5k P = (0.1871) klf x 28' = 5.2k V= P/(40)' = 113plf Type A Wall V= P/(53)' = 99p1f Type A Wall Mot= 54.4kft Mot = 62.9kft Mr= 115.7kft No HD Req'd Mr=420.4kft No HD Req'd Right Wall Line Front Wall Line P = (0.1416) klf x 34.5' =4.9k P = (0.1871) klf x 20' = 3.7k V= P/(40)' = 122p1f Type A Wall V= P/(30)' = 125p1f Type A Wall Mot= 58.6kft Mot =44.9kft Mr= 115.7kft No HD Req'd Mr= 112.7kft No HD Req'd 7412 SW Beaverton-Hillsdale Hwy,Ste 202 Portland,OR 97225 Phone:503.892.5782 Email:dave@hornce.com P1 aF V R MEMBER REPORT Level, Copy of Copy of Floor:Joist PASSED �+ l 1 piece(s) 11 7/8"TM®560 @ 12" OC Overall Length:20'1 1/2" t t x 4 � , ' o �r .4 .f:---„,. k '}' 194" 'I- El o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. ., �' - a -;.-14.7111:•;,<4,:,..„:,,<,,, " x� �a ' , .:.. ° � � a a �;'.� ��� r.. fit.. _��. System:Floor Member Reaction(lbs) 1087 @ 19'9 1/2" 1265(1.75) Passed(86%) 1.00 1.0 D+1.0 L Ail •-ns Member Type:foist Shear(lbs) 1087 @ 19'9 1/2" 2050 Passed(53%) 1.00 1.0 D+1.0 L All ••n5 Building Use:Residential Moment(Ft-lbs) 5278 @ 10'1" 9500 Passed(56%) 1.00 1.0 D+ •1.0 L(All •ans Building Code IBC 2015 Live Load Defl.(in) 0.527 @ 10'1" 0.647 Passed(L/442) — 1.0 D+1A L All Spans Design Methodology:ASD Total Load Defl.(In) 0.590 @ 10'1" 0.647 Passed(L/395) 1.0 D+1.01 All •.ns TJ-Pro'"Rating 51 40 Passed -- -- •Deflection criteria:LL(1/360)and TL(1/360). •Top Edge Bracing(Lu):Top compression edge must be braced at 7'7"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19'8"o/c unless detailed otherwise. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the T3-Pro".Rating include:None rc 3 �; � ,,,,k,,,, 04-3 ,g „ rl '.- E ' ', 5-„ - ',- ' ,:1/'y s ) 1-Stud wall-DF 5.50" 4.25" 1.75" 121 1008 1129 1 1/4 Rim Board 2-Hanger on Single 2X DF plate 4.00" Hanged 1.75"/-2 121 1004 1125 See note i •Rim Board Is assumed to carry all loads applied directly above it,bypassing the member being designed. •At 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. •2 Required Bearing Length tvaL /Required Bear ng Length with Web Stiffeners a n3.t t�. ' .+tea a ',huh i < ��x '" a `' .-'`.' a x' v e;' " 4 a � � tea. s�. 2-Top Mount Hanger 1TS3.56/11.88 2.00" 4-10d x 1-1/2 2-10d x 1-1/2 N/A +� `«a -;g r 3 �i x fir& �, 1-Uniform(PSF) 0 to 20'1 1/2" 12" 12.0 100.0 Residential-Living Areas "fir a y .'-'4-'41'1''''''' 3 `"'f ,.i.b ,� ». ,..`v-" '$'i.?,,,,,,,,a 4..»co,a �,, 4a.< §"i,a'^,. :w, . °,.......,..�, „ <„ .� •SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. YYY Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need fora design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assurethat this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not deigned by this software.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, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Opa*y*toc lob,Notes 8/21/2018 10:44:14 AM David HornFate v5.3,Design Engine:'17,0.0.5 Horn Consulting Engineers PWCC 18 01 CUrhar» TJ.4te (503)892-5782 _ dave@homce.com Page 1 of 1 F 0 R T E a MEMBER REPORT Level,Copy of Floor Joist PASSED 1 plece(s)16"TM®360 16" OC Overall Length: 15'11" � : `aei.rra Arr, ts• ^`%+ F Y ,t.k� i + o 4q0. FY } S x �* 15' 02 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. . ..i;;7.11'; ,;- ' ,,1417x4" rw.;. system:Floor Member Reaction(lbs) 1126 @ 15 5 1/2" 1126(1.94") Passed(100%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 1126 @ 15'5 1/2" 2190 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 4247 @ 7 11" 8405 Passed,(51%) 1.00 1.0 D+1.0 L(All Spans) Building code IBC 2015 Live Load Defl.(in) 0.211 @ T.11" 0.377 Passed(L/859) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.236 @ T 11" 0.754 Passed SL/767) -- 1.0 D+1.0 L(All Spans) Ti-Pro""Rating 60 40 Passed -- •Deflection criteria:U.(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 5'4"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'4"o/c unless detailed otherwise. •A structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge'Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for then-Pro"'Rating Include:None e �'"` I`x 1-Stud wall-DF 5.50" 4.25" 2.11" 127 1056 1183 1 1/4"Rim Board 2-Hanger on 16"OF ledger 550' Hanger! 1.94"/-2 128 1067 1195 See note 1 •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. •z Required Bearing Length/Required Bearing Length with Web Stiffeners 4 � "fi TIM 4 . !' :; $ . 'may,.„^ • 2-Face Mount Hanger IU52.37/16 2.00" N/A 14-l0d x 1-1/2 N/A _ „ M; � > l 1-Uniform(PSF) 0 to 15'11" 16" 12.0 •y100.0 Areas l Using sr �7;: a s :• ':v �a ;`° -1 �w ry a r.: ' w. � `r 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.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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.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, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator „ i)tL5SOttivathf Aerator Job Notes 8/21/2018 10:47:31 AM David Horn Forte v5.3,Design Engine:V7.0.0.5 Horn Consulting Engineers PWCC 18_01_durham T1.4te (503)8925782 dave@homce.com Page 1 1 "/" RTE MEMBER REPORT Level,Floor:Joist PASSED O ■ #r 1 piece(s) 11 7/8"TSI®360 @ 16" OC Ovgrall Length:33'10" M MF£4 Y o X11' 4'X 11' X 10' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. a Y Q a )y.'s•e 's 1"r'• 1 'iSt .�,.,� - ¢++,(A:++++)-+r'."14"4,. .•1;,:-.:-+++r , " ' "t '' '', y ';_ 8 a System:Floor Member Reaction(lbs) 2019 11'8 1/4" 3000(5.25") Passed(67%) 1.00 1.0 D+1.0 L(Adj Spans) Member Type:Joist Shear(lbs) 918 0 11'5 1/2" 1876 Passed(49%) 1.00 1.0 D+1.0 I.(Adj Spans) Building Use:Residential Moment(Ft-lbs) -2217 011'8 1/4" 6180 Passed(36%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.112:659'2' 5 9 7/16" 0.283 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(In) 0.122 5'9 1/16" 0.566 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) TJ-Pro'"Rating 62 40 Passed • Deflection criteria:LI.(1/480)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 7'0/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'4"o/c unless detailed otherwise. •A Structural analysis of the deck has not been performed. •Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge•"Panel(24"Span Rating)that is glued and nailed down. •Additional considerations for the Ti-Pro'"Rating Include:None +1+ft.:Veritt:›-•'47++.V44 TV:4i R.7..,87orrakia. a a - + " 1-Stud wall-DF 5.50" 4.25" 1.75" 78 7231-63 8011_63 1 1/4"Rim Board 2-Stud wall-DF 5.50" 5.50" 3.50" 204 1815 2019 None 3-Stud wall-DF 5.50" 5.50" 3.50" 188 1724 1912 None 4-Hanger on 11 7/8"DF beam 5.50" Hanger' 1.75"/ 1 71 686/29 757/-29 See note 1 •Rim Board is assumed ro tarty all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension 1st equal to the width of the material that Is supporting the hanger •1 See Connector grid below for additional information and/or requirements. •1 Required Bearing Length/Required Bearing Length with Web Stiffeners .,,,affi, .i.%'a s "t ' ct w -� < y _.ma • 's -41.q?;-:: . 5$'�. .:' ._E.� 'y v s. $n !^ c 4 =-,7N++++?,-'01-72,', A+++,"- t1+,-t''.:::: =G`.m .u,,.. �." - '� .i, :P '''''1'''' :C i.,< " :8 "°.. - �g- 'sj rpt4-7”.n,'.=""''',.y '": � 1.«�. -q",,,,,,..tea, r,ro. a r"<s ..a .k x�,,.o<. . ,.4.?,, .z S stir. . .;". . °�,. xa.. 4-Face Mount Hanger IU52.37/11:88 2.00" N/A 10 10d x 1 1/2 N/A • a fs +T./4A ' ." r' '» u * "a 'a i , 1-Uniform(PSF) 0th 33'10" 16" 12.0 100.0 "Residential-Living �. ter, Areas # a,....1":,,+,,,,...+-.. p `- ....» � tt . muv r- '( f ;`ria I'.r esu. a, .. SUSTAINABLE FORESTRY IN TATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. ���ifr Weyerhaeuser expressly disclaims any other warranties related W the 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 bu assure that this calculation is compatible with the overall project Accessories(Rm Board, in Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities arethird-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have t een evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tacit in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literatureand installation derails refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator F #b- operator .lob Notes 8/21/2018 10:49:19 AM David Horn Forte v5.3,Design Engine:V7.0.0.5 Horn Consulting Engineers - PWGC 18 Ot_durham TL4te (503)892-5782 dave0homce.com Page 1 of 1 �- PROJECT "P't''44-'"It''.) SHEET Pr 1\401 HCE SUBJECT 1 AM/Aw► DATE F'te--ty BY %DSO Horn Consulting Engineers LLC ■■■ I I T_T_� _ -- ■ I 7 ;-- Ti 1 Ifill -1_I 1 1 1 1 ' mom 1 141/ —1 1— I I ._L__ 1 i i 1 I 1 1 �.1 H'HI . II i I tE L4_1 , , i _, --- ■ ' -1 tI f I ! 1-- I I 11111 wii ■ I 1 I--i- f ' - - , -1--- L--I-J i 1 ■■■ ■ ■■■ onEENNI 1 1—rt-T-14 r4 j* - - I i -- I ,_1_ -III_1111 1_I ■■ , I - I '_■-a T- --I- A• - I I ► s I _ ( i1-7-1- �_ , C • • I T rt - I r _ 1 , — - 1 1 ( !- t-� , I r - I I I. I 1 --t--r- j r -1 L_.. 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I -� �-' T� 1 T I -7- t I t. 1 !-I ' i 11-1-__F -1--11 -11---r- r -1 I ' ; I I -7 -- _ i --j- 14 , ; 1 -r-1- 1-i1 -1- 111 I I---_ � � i -4 I I t-1-� ' �1-i- I I ' 1-; ! r-! 1 1 `-�1 � 1 ' I T j r� ' II t I I II '- 11 I IH-F-1 t-- i -r, , .T I i .t 1- 1 I -1-�-- , I l.. i I ' I i _ • 9320 SW BARBUR BLVD. SUITE 135 • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM /��\ PROJECT 'Pw I K'"1 SHEET HCE DATE 8•7o-1$ SUBJECT ' a..TiAhs BY AJH Horn Consulting Engineers LLC ,,• p��� • 1 I I._ ■I PV/IP.� i %/71P,s7■rAre • t�� �1._-L— 1. IiiiN Ell I NWa�� I - 1 M �� t1 Ct 1 —II r _....II° ' ;R I , -�L. , r 11 F±# 1 ■ n. Iiiiiiii • • , I , 1 1 , i I I ! fi � � � 1 —�r_r-;_-fir - -- 1 � , 1—I I --r--4 I 1 �t t , I I 1 IhI 1 ! —�r- I t i l l- r — l ■ I� a l �� I �� 1 I--H1--F-r. 1 I I , I I , , C L_ -L tT-� I I I , I I—L-� I 1 j- -1.-1 --r—hF-1—t7 T T 1 ...t I- ,`,• J -F 1 ,— —1 ! 1 I 1 r I I , +r 1 ! I 1+ - j I / k r L —, 14-1-; t ! 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