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Plans �)�y} REVISIONS BY t`" `J��-Mag(yl^4 OFFICE 0P . STRUCTURAL CALcuLATIONsiotrlowi,„� Sfi LIMITED TO LATERAL FORCE OFFICE COPY RCE RESISTING SYSTEM AND IDENTIFIED BEAMS RECEIVED h rn A NEW OFFICE / WAREHOUSEBUILDING Ig CITY OF TIGARLi BUILDING DIVISION Z THE MIDDLETON TRUST BUILDING ST 10470 SW PARKA Ax w 0 TIGARD , OR ,.,...„W 1 W DESIGN INFORMATION PROJECT DESIGN H PROJECT ENGINEER: WILIJAM E. BARLOW, P.E. 541-609-8777 O el4 CIVIL ENGINEERING DESIGN 0 1. ALL WORK IS TO COMPLY WITH THE STATE OF OREGON P.O. BOX 43 x 2019 EDfT10N OF THE OREGON STRUCTURAL SPECIALTY PHILOMATH, OR 97370 r CODE AND CH. 1 ADMENDMENTS BUILDING DESIGN: JAY MIDDLETON 541-760-6779 w 2. FLOOR LIVE LOAD: 40 P.S.F. 6619 132ND AVE, N.E., SUITE 112 KIRKLAND, WA 98033 3. ROOF LIVE LOAD: 25 P.S.F. OWNER AND PROJECT MANAGEMENT: MIDDLETON HOLDINGS, LLC 503-484-5105 4. SNOW LOAD: "PERMITEE" P.O. BOX 23985 GOOGLE EARTH ELEVATION: 241 FT \ONAL F SEAO ELEVATION: 295 FT `�j /I/G, TIGARD, OR 97281 FLAT-ROOF SNOW LOAD, Pt: 10 P.S.F. J SNOW EXPOSURE FACTOR, Ce: 1.0 �� N G I N f F,Q �� TERRAIN CATEGORY: C 16581 F W EXPOSURE: PARTIALLY SITE LOCATION 0 7.0 SNOW LOAD IMPORTANCE FACTOR, I: 1.0 a. F= THERMAL FACTOR, Ct: 1.0 digitally signed w 5. WIND DESIGN DATA: OREGON WASHINGTON COUNTY SURVEY: 33084 r TIGARD IS IN WASHINGTON COUNTY TAX MAP: 2S 1 02C8 TAX LOT: 7400 O BASIC WIND SPEED (3-SEC GUST): 97 M.P.H. (STRENGTH LEVEL) WIND WIND IMPORTANCE FACTOR, I: 1.0 v/p 20,199� q / Ll GPS CORRDINATES: WIND PRESSURES: Z�/ L� LATITUDE: 45.423880 ASCE 7-16 CH. 28, PART 2, p. 315 MAIN WINDFORCE RESISTING SYSTEM qM E BPR LONGITUDE: -122.784729 ASCE 7-16 CH. 30, PART 2, p. 334 COMPONENTS AND CLADDING 6. EARTHQUAKE DESIGN DATA: EXPIRES: 12/31/23 SEISMIC IMPORTANCE FACTOR, I: 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS: Digitally signed by INDEX Ss: 0.853 g William E.Barlow,P.E. Si: 0.394 g ly,, SfTE CLASS: p C Date:2022.07.26 DESIGN SPECTRAL RESPONSE 11:40:39-08'00' z COEFFICIENTS: SD7: 0.659 0.65 9 T1.0 TITLE PAGE SEISMIC DESIGN CATEGORY: D g N1.0 STRUCTURAL NOTES SEISMIC FORCE RESISTING SYSTEM: BEARING WALL, UGHT FRAMED SC1.0 NORTH & WEST ELEVATIONS (WIND LOADING DIAGRAM) L1J SHEATHED w/WOOD (ASCE 7, p.120) SC1.1 NORTH/SOUTH - VERTICAL ROOF WIND LOADING SEISMIC RESPONSE COEFF.: 0.1014 SC1.2 UPPER FLOOR & MAIN WALL LATERAL LOADING c RESPONSE MODIFICATION FACTOR, R: 6.5 SC1.3 UPPER FLOOR & MAIN WALLS SEISMIC MFRS LOADING m ANALYSIS PROCEDURE USED: EQUIVALENT LATER FORCE PROCEDURE SC1.4 ROOF& UPPER WALLS LATERAL LOADING Z o SC1.5 ROOF& UPPER WALLS SEISMIC MFRS LOADING _ 7. GEOTECHNICAL SOILS INFORMATION AND SC2.0 ROOF FRAMING PLAN > W AND SEISMIC PARAMETERS: c d o GEOPACIFIC ENGINEERING REPORT SC2.2 SC2.1MAIN PER FLOOR HEADERS N.FLOOR HEADERS LU c P. o N2, SC3.0 SHEAR WALL SCHEDULE & HOLDOWN TABLE `0 O rn c 148354. 2 SW706, MARCH E 2021 SC3.1 NORTH SHEAR WALLS Z E -i o� SW OR AVENUE SC3.2 WEST SHEAR WALLS (503)PORTLAND,8 8 97224 SC3.3 WEST SHEAR WALLS z. m�,.�_^OS (503) 598-8445 SC3.4 SOUTH SHEAR WALLS W v I-� c DESIGN LOAD BEARING VALUE: 1500 P.S.F. SC3.5 EAST SHEAR WALLS .."-'„Lb- 8. FLOOD DESIGN DATA: SC3.6 EAST SHEAR WALLS J xp 2 m.:> ABBREVIATIONS SC3.8 WAREHOUSE INTERIOR SHEAR WALLSSC3.7 WAREHOUSE INTERIOR SHEAR WALLS -j O--' U FIRM MAP NUMBER: 41067C0541E, EFF. 11/4/2016 E EXISTING SC3.9 OFFICE INTERIOR SHEAR WALLS (�O-§d a ZONE: ZONE X. AREA DETERMINED NEW SC3.10 OFFICE INTERIOR SHEAR WALLS TO BE OUTSIDE THE 100- AND NOT TO SCALE SC4.0 SECTION 500-YEAR FLOODPLAINS. UNO UNLESS NOTED OTHERWISE SC5.0 DETAILS DATE 1.25.2022 GLB GLUE-LAMINATED BEAM SC5.1 DETAILS 9. MECHANICAL DESIGN BY OTHERS. GLU-LAM GLUE-LAMINATED BEAM SC5.2 DETAILS SCALE ELECTRICAL DESIGN BY OTHERS. GYP BD GYPSUM BOARD SC5.3 DETAILS AS SHOWN PLUMBING DESIGN BY OTHERS. MAX. MAXIMUM SC5.4 DETAILS DRAWN COMMERCIAL ENERGY DESIGN BY OTHERS. FLR FLOOR SC5.5 DETAILS WEB SC5.6 DETAILS SHEET SC5.7 DETAILS TO.0 �� Z 7, REVISIONS BY rALLSe w1{IV4. WIND 15.9 Mcc.LA•ULCA,L - I O 16 LB/FT"2 WALLS Sc-tceE4LWb IF•F- 'p 10.5 O 16.9LB/FT"2 4•%` I CO i 6 LB/FT"2 •6 O16 5LB/FT z 24 124' - - 4 26.0 FT LB/FT 4231 : 41E' ROOF 118 7.39 FT _ i I' ROOF 21.61 .. e1•a52.0•Tor•."*'Re'E• TRI9 LB/FT WALL - WA9.6HoUSE GEIL.nF. TRIG 20.71 u.p.p.E.Q. .p.L.o.p.R. CEIL E1.251.�1 W 2 Rouse 0 20 .• .. p.L-A.T.E• .H.E•'4•H•T• ... • • 14 15 is I � N�N 15 Q. co.. I GC. Gk.. .. Cal. Gl. 4L. .. • .. 5 WrF� Z i -...exp- -- TRIB t I - 4 . 41.... 4�. 4L. U . GL. y GL- r AL. I At. GL. rg _I +12` '• }12' - I • A10.81 11.62 I 1 i173 UPPER uPPEq•FLOB0.•Suy Lx.,R•SLLRP TWPLL 23 / ...F f 0 ZI l M. --1 - Zm • CD _UPPER FIR , ,,a Cd a Cil. G+L G . IGL. ..a �7--i - 1 1 1•�711. ^A a HER)•FL D oE-KIGES CSLA9) I 'iMI -= 1 - = x Z Su,.k.22 .fj ��Fla'EL. 21 ` . - ,__-A 1- ./'-''" EL•231 s'3.;s a EL.230.v.w11•q• 2e0.OI I4j 1 0ril _ ��- f� 1Il -`.- et.iao.6 zao.2 -_ 1 O Pi Cn r I 74 � p WEST ELEVATION x � W BWIND W W SCALE: 1/8"=1'-0" PRESSURE WALLS 1 s.s E-1 WIND LB/FT-2 ,s 0 WIND {2i,• i fr cs L3+ Le/Frz10 s cO ASCE 7-1s {2¢` - { -� 77-77 26 9.TOO9 LB/FT 150 16 LB/F27.3.4 T-2 ETS 16 LB/FF-2 W W ROOF +1.5 -1.0 LEEWARD 24 I • F 24 DIAPH. +24 Ls/FF'20 -16 LB/FT-2 [T`�Z,'/l 118 LB/FT TO9 21.61 / / STAIN-WELL.IL&-c6-HT. ,• ^ FT • • T=257 LB Ey • • FT 7.39 r WIND ROOF 1p3/E: •• • 21.67 TO LB/FT 118 SLOPING OVERFRAMING w O WALLS PRESSURE DIAPH. 200.71 / UFPE{�,p100R - -. 1'I , _ + ` 01 - 20J1 DIAPH. _ -a-� NOT SHOWN ROOF AND CANT STRIP Z 5.9 Dpp,Px I TE..HT I 20 ��1O H O16 LB/FT"2 - I�;� �G_L. Gl. Gt-lit Go.. - GL• V '.�I!�I®I 1®1 CM _ 2x6 SOLE PLATE O10.5 I- LL. I - r` i w/(2) SIMPSON C 16LB/FT"2 0 �, 2 �.� I Ilo -• 3/425FROM EDGESOC _ • I TO BLOCKING 15 O T I GL. GL. j GL. � G, L. • j III Lt� I IPAI I ROOF SHEATHING i f Il 15 i r 173L8/FT TO10 UPPER FLR UVPER.- LPC_SU(�FLI2'SUR-E 1 .. , UPPER FEB 10.81 _' QD UPPER 11.62 3 I I yz,�4.zq,,,� - TO LB/FT173 2x4 BLOCKING 0 12/5Y 11.62 UPPER / I 1/2 OC OFFSET 1 Z FLOOR DIAPH. 4 HAluWALL- / .-. `\� ,,� r\ F.e�L>6 u.eo-c 11 r+. '-- DIAPH. 3/T121D��3)PARAPET I.1AIU-1=L2 L. 1 • I FLOOR I ■ HT 0 ¢ ,• ! __- EACHEEND RINGSHANK LLI - NI r G�. 6t. at - • TOE NAIL • .: tr0 2 ` _ Al.. O GA. 4L. i cxL. GL.. GL. 11 r • is �E • U✓ �K� 5 Y.�9. <, Y I I O © _ TRUSS W e o 0 0.a 1 _ 1l , CC Fr, W. : s-ic Le :: PARICI .a' g I®m a ::,.ti '�®'®1 M I®I z= Q o D / MA' -FU'L-SuIAF-LR-SURF- �y• �zTui-'��.. = 1.L1 0 cw x cQ cp I • OlK JM1 0 r PARAPET °a3 1 DATE 1.25.2022 SCALE: 1"=1'-O" ..- SCALE AS SHOWN DRAWN WEB N 0 RT I-I E L EVAT I 0 N LOADING AND REACTIONS, STRENGTH LEVEL SHEET AUNLESS NOTED OTHERWISE (�1, SCALE: 1/8"=1'-0" FOR SEISMIC LOADING CALCULATIONS SEE SC1.3 AND SC1.5 v/ .01 REVISIONS BY -� 1 ID, = A'Kztnps3,0,-ASCE Eq.(28.6-1),p 306 __ Page 3 of 74 Simplified Wind Pressure,ps34(psf) ROOF Horizontal Pressures Vertical Pressures Overhangs END ZONE EO -19.1 LB/FT"-2 Wall Force- Roof Force- Roof Force- Roof Force- Roof Force- Roof Force- INTERIOR ZONE O -13.3 LB/FT-2 ft Wail Force- Roof Force- Interior Zone Interior Zone Roof Force- Interior Zone Roof Force- Interior Zone Over Hang Over Hang (ASCE,p 40) 2a= 14.80 FT End Zone A End Zone 8 C 0 End Zone E F End Zone G H EOH GOH - 15 -I._ LCO 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 - 20 1.00 15.9 -8.2 10.5 -4.9 -19,1 - -10.8 -13.3 -8.4 -26.7 -20.9 25 L 1.00 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 17.40 FT I 15.15FT 30 I 1.00 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 -141 LB -9LB 35 i 1.05 16.7 -8.6 11.0 -5.1 -20.1 -11.3 -14.0 -8.8 -28.0 -21.9 40 1 - 1.09 17.3 -8.9 11.4 -5.3 -20.8 -11.8 -14.5 -9.2 -29.1 -22.8 o 45 1.12 17.8 -9.2 11.8 -5.5 -21.4 -12.1 -14.9 -9.4 -29.9 23.4 24 FT 0 -136+15.50 T=° 0 050 Tp -1043 18.4 -9.5 12.2 -5.7 22.2 -12.5 -15.4 -9.7 -31.0 -24.2 55lir T=76 LB/FT 1.19 18.9 -9.8 12.5 -5.8 -22.7 -12.9 -15.8 -10.0 -31.8 -24.9 Z 60 T-- 1.22 19.4 -10.0 12.8 -6.0 -23.3 -13.2 -16.2 -10.2 -32.6 -25.5 OFFICES T=74LB/FT fg �+ NOTE'Min.design wind pressure for Zones A&C=+16 b/ft`;Zones 6&0=+8 Ib/ft-;Zones E,F,G,&H=0 Ib/ft- i T=76 LB/FT NORTH WEST ROOF A I FRONT L1=15.50 FT TRUSS 3: 0 MAIN WIND FORGE_RESISTING SYSTFM(MWER pRFSc!RFS Z 1.4 O A Z w lii ROOF ROOF A cil O END ZONE O -19.1 LB/FF'2 ROOF -10.8 ROOF 8 END ZONE O -19.1 LB/FT-2 END ZONE OF -16.0 LB/Fr2 END ZONE 0 -1610.0 LB/FT-2A t� O INTERIOR ZONE O -13.3 LB/FF'2 _ INTERIOR ZONE O -13.3 LB/FT-2 Fil a 2a= 14.80 FT INTERIOR ZONE OH 164.o LB/FT"2 INTERIOR ZONE 0 -16.0 LB/FT-2 2a= 14.80 FT Q 23.57 FT - 19.32 FT ;14 PI I . W � twwl -283 LB97 -377 Lg79 FT 9.66 FT I 26.72r � CS F -309 LB -283 LB ° W NORTH ROOF O h= _0=0 Li=38.38 FT 'D 0 SOUTH ROOFr O 24 FT TRUSS 1: ---0- L2=34.13 FT 0 -4445 -8765+38.38 T=0 0 -2985 -7562+34.13 T=0 TRUSS 2: T=344 LB/FT T=309 LB/FT w T=344 LB/FT OFFICES T=316 LB/FT T=283LB/FT WAREHOUSE T=309LB/FT [' 2 2 688 LB/TRUSS PER ASCE 7-16 FIGURE 30.5-1 618 LB/TRUSS O FRONT MAIN WIND FORCE RESISTING SYSTEM (MWFRS) PRESSURES REAR o E-f 0, 1 0 wZ COMPONETS & CI ADDING PRFSSURFS O PANEL SIZE=4'x8'=32 FT-2 2'x4'=8 FT'2 TRUSS 1: LI=38.38 FT=13 FTx 2=26 FT-2 TRUSS 2: L2=34 FT=11 FT x 2= 22 FT-2 C&C ROOF 0 0.2h=4.80 FT 0 0 CORNERS Roof and Wall Design Pressure,psnet30(Ib/ft2) 0.2h=4.80 FT I O O s=A'Kzt' s30-ASCE ZONE 30.2h=4.80 FT P P Eq.(30.4-1),p 334 O CORNERS ( ( ( Effective 1 O O O Wind Area Zone (sf) pnet30(psf) Z 1 I I I -' I A= Inward Outward 01 1 I 1.00 10 18.0 ' -19.5 0.6h=14.38 FT 0.6h=14.38 FT 9.36 FT FT 5.11 0.6h=14.38 FT 0.6h=14.38 FT 20 17.2 -18.7 4 W Kzt= 50 16.1 -17.6 Q`c I 1.00 100 153 -16.8 NORTH ROOF Walls 10 18.0 -24.1 Z E h= L1=38.38 FT SOUTH ROOF Roof Type 20 17.2 -22.5 c 24 FT TRUSS 1: L2=34.13 FT Flat 5 50 16.1 -20.3 ° LLi TRUSS 2: 100 15.3 -18.7 c 0, o PER ASCE 7-16 FIGURE 30.4-1 Wind Speed(mph) 10 7.3 -28.7 LL.I W E FLAT/HIP/GABLE(0'<=THETA<=T) I 100 20 6.9 -26.8 Note: W m o o o 1 50 6.3 -24.3 Min. Z c` O9, rn m OFFICES COMPONETS & CLADDING PRESSURES WAREHOUSE 100 5.8 -22.4 design 0_ Q p 10 7.3 -16.5 wind ZA m I`a 1, 20 6.9 -16.5 pressure LLi LLI N- r..1. y 50 6.3 -16.5 =16 16(ftz ..J.9 0 Roof 100 5.8 -16.5 Q aLI Q o'5 10 7.3 -37.8 �_OI-.1 -.I, 3 2 20 6.9 -35.4 Uo da.r.?;e 50 6.3 -32.2 100 5.8 I -29.7 10 7.3 -51.5 DATE 125.2022 NORTH/SOUTH - VERTICAL 3 20 6.9 -40.2 SCALE 50 6.3 AS SHORN 100 5.8 -35.4 DRAWN WEB ROOF WIND LOADING For Zone I I SHEET ALocation,See Shall be not less thanx16 Ib/ft` FIGURE 30.4- l r x SCALE: 1/8'_ -0 1 next page LOADING AND REACTIONS, STRENGTH LEVEL S C 1 . 1 UNLESS NOTED OTHERWISE REVISIONS BY I I I I I I I ) I I I Page 4 of 74 WIND ww=118 LB/FT m • 22.40 m FOR WAREHOUSE 2 i 3' I ROOF LATERAL 11.20 ai,a, LOADING SEE I 4 I A A/SC1.4 9 9 oo. SC3.8 Ioel m Nrn z� �N W1- II II N In= W 54 4 SHEAR WALL UNE SWL - ' --. - .- I 1 1 I - ---_ t�P 't ___ �'1 c 4•-, -_. ( _ -4' .'¢R�,�� 3.7 -...ri w LB • P - 1. ' =\ 5./2 A I 5.h.r'j•GLP•B `5',•.T GLA H9W- •I ' eiy•`I.6L3•Ht7R u 5 V.K 9•6.-,4•1-WV,. V 3 oL0•HDa. WIND ww= 173 LB/FT - eQ d- it I i I LL Cv, 4, C. I :Q •I [� b0 3•-aoa< - pII S,z.. I b., 6, I' ,• rtr VL N; 111111116.i9. r 4,_4., 3,-2• �ti_- ;y2, �'�.6.. 4.6 �TI�, �� fit_. ■at• . r.aatasaaaaaaaaata�� ' 11i� f- PKT fy V SHEAR WALL UNE 1• SWL __Amu.- • - _a ^�`1•,�/� t a' _ �� D f•=RR=7 i4 L UI WIND 'W • �a • 1TT 1dJ -ior a 7ir-1398 LB SC3.c ..-� saim Pl•4'• I'-2" _. a Q • ICA SC3.9 N °' . I 3n O• 3 :64• 5'-10" gY' • . ' PI-4"� �3IME 4C may' WIND N�� _ �; r FT 2 4,.• a$ ► __'2'5 Tr-,559 L8 4 a N a ciiI- 9- I 'S r'.x'' 3'-2. T.: _ wlaD+ �' all \ SHEAR WALL UNE 1.WL- - - - 8� _�•��-_ �� r -4Y3 z' • 'z'-"� ' 13 �11111! t l7 b a I . I}' Q ' lb' �'�2" A °°' 2 �� "�II a ♦ x - - J '` // ' // ////// "' ° " " N - � T6�24F0.� I I I G4 j.tk-'T - I H q FOR WAREHOUSE Qi O o ;o a N (ipNHD-W w S ROOF LATERAL QGLtiHOK A <JDt I ir• z LOADING SEE o - ll' ��Inti. 10,.iiigni - ,= < I A/SC1.4 W � z I I ` F1-2 .( + SWH'� , 4 9 N ,to0�5'fi.-62.9 Hoa ...54 oaI ' wSWHBM. _. WIND _ M r SWL isj I I 9 CO .. z•-0 ••U=915 LB O SHEAR WALL UNE 4- ' - --- . - . - 3 - ...� .-fit''-_ Lam- F U3 n- �• F-I - D4.�/I M ��, i IRU=WIND LB F•- d Y cv SC5.1 WIND Q1 !F[T�]11 W - le a I L � Ea'. �i 1� _: S ''a O 57..9-- •HDa N m - �I, i'-Ol•' et, I'-9 f1`••4 z''d I� _ .I ♦ ♦ I 0 J 0. ( ' , , 1. rho N n I 23/32'T&G SHEATHING, SPAN �- U 7 -11 �•' I n RATING 48/24, EXPOSURE 1 U 0 'I •- ` O \ N to 11 a n - (CDX). SHEATHING TO JOIST _a 4�i o, ///.4 i �j,eA.,✓//34./i ' F+1 s I GLUED w/SIKABOND ULTIMATE - . U. I!, , • e 3 w o GRAB OR PROJECT ENGINEER - i v i 17-`- 8• 2 < ' l a Tr z - APPROVED EQUAL&SHEATHING B 1 I JI 7-6 I I V I TO TRUSS SCREWED w/SIMPSON a Y4o EF co.T ie I' l QI WSNTL212SG SCREWS 0 6" OC 14•04'O 1y�6T L(. F.4.MEv UD2 • R.4,, - ®EDGES& 12" OC I I•S�•I�.+vews 42.00 h j INTERMEDIATE FRAMING TYPICAL _i FT"2 AT ROOF wswH (s I I ` �, m ; °� O SHEAR WALL UNE - N 2,44,9 I..i - 5'h•c9•csL• oq C RU=Yt a4 LB 6.4 u, SWL 1,.. I a 9- - - - - - ^fit - - 'C�u T out•oMl• 1//4K l2 L/L Hnrx- 6Toe- 4 w5w14 7gx14'S -34'-CA" SWL • PI-4" P, 4 ',R=3115L8 - SHEAR WALL UNE _ . (♦•c6 r�� -•- - - - iiii- - - - . - - _ IAo2I 4•AIM 9Cc�W •CT2 ,.,A.LL•SMe4rYF,.1zS• SHEAR SC3.7 I I I A FOR WAREHOUSE SC3.8 ROOF LATERAL I LOADING SEE A/SC1.4 Z I I I I I I I I I II I I I I I I _I I 0 W oz 29.75 I Z8.50 I Z 0 J 9.88 ( 9.25 Crw W • JCI, E WIND ww= 173113/FT SEISMIC ws= ?14 LB/FT 3, N 19.-9" N I 1 B'- N I W e 8 11 1 ZE .9 °' o, C^ CBl CC) . SHEAR WALL UNE SHEAR WALL UNE SHEAR WALL UNE z m O II-.P L Ujv2m . JO=co 3 U �a oa,7, UPPER FLOOR 8c MAIN WALLSLEGEND LOADING AND REACTIONS, STRENGTH LEVEL DATE 1.25.2022 UNLESS NOTED OTHERWISE RR=---LB REACTION ROOF SCALE AS SHOWN yr=--tB/FT ROOF SHEAR DRAWN WEB LATERAL LOADING /D FOR SEISMIC LOADING CALCULATIONS SEE SC1.3 RU=---LB REACTION UPPER A w=--6B/FT UPPER FLOOR SHEAR SHEET \ RT= --�8 REACTION TOTAL `^- SCALE: 1/8"= -�' vt=--EB/FT TOTAL SHEAR S 1 2 REVISIONS BY Page 5 of 74 SEISMIC UD4 SEISMIC UD1 UPPER LB/FT-2 1 FT STRIP AREA FT-2 LB/FT UPPER LB/FT-2 1 FT STRIP AREA FT-2 LB/FT FLOOR FLOOR DL 37 17.85 660 FLOOR FLOOR DL 37 26.62 985 DIAPH. EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS DIAPH. EXT. WALLS LB/FT FT LB HT 1/2 -2 1/2 UPPER 4.55 16 73 1 73 / / # OF WALLS 1/2 MAIN 4.75 16 76 1 76 149 1/2 UPPER 4.55 16 73 2 146 1/2 MAIN 4.75 16 76 2 152 298 INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS 1/2 UPPER 4.55 8 36 1 36 74 1/2 UPPER 4.55 8 36 2 72 1/2 MAIN 4.75 8 38 1 38 1/2 MAIN 4.75 8 38 3 114 186 Uh 883 Z 1469 (� Cs: 0.1014 Cs: 0.1014 r4 O SEISMIC ws= 90 LB/FT SEISMIC ws= 149LB/FT EI 1-4 WIND ww= 173 LB/FT - WIND ww= 173 LB/FT - Cn 44 SEISMIC UD5 SEISMIC UD2 h U UPPER LB/FT-2 1 FT STRIP AREA FT-2 LB/FT UPPER LB/FT-2 1 FT STRIP AREA FT-2 LB/FT E FLOOR FLOOR DL 37 29.48 1091 FLOOR FLOOR DL 37 42.00 1554 /� DIAPH. DIAPH. A EXT. WALLS 1/2 HT LB/FT 2 LB/FT # OF WALLS EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS A W 1/2 UPPER 4.55 16 73 1 73 x 1/2 MAIN 4.75 16 76 1 76 149 1/2 UPPER 4.55 16 73 2 146 1�1 1/2 MAIN 4.75 16 76 2 152 298 �1 P.4 Cn 1-4 INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS W A a 1/2 UPPER 4.55 8 36 3 108 222 / MAIN4.75 8 38 4 UPPER R108 260 Un 1/2 MAIN 4.75 8 38 3 114 1/2 O 1462 2112 0 dt Z Cs: 0.1014 Cs: 0.1014 Fr�l O i+l .--1 SEISMIC ws= 148 LB/FT SEISMIC ws= 214 LB/FT 0 Hwy WIND ww= 173 LB/FT - WIND ww= 173 LB/FT Fy °ki SEISMIC UD6 SEISMIC UD3 ix W w UPPER LB/FT-2 1 FT STRIP AREA FT 2 LB/FT UPPER LB/FT-2 1 FT STRIP AREA FT-2 LB/FT U FLOOR FLOOR DL 37 37.90 1402 FLOOR FLOOR DL 37 37.64 1393 11 W DIAPH. DIAPH. rr� EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS EXT. WALLS 1/2 HT LB/F7-2 LB/FT # OF WALLS 1M1 a 1/2 UPPER 4.55 16 73 1 73 1/2 UPPER 4.55 16 73 1 73 1/2 MAIN 4.75 16 76 1 76 149 1/2 MAIN 4.75 16 76 1 76 149 O INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS 1/2 UPPER 4.55 8 36 1 36 74 1/2 UPPER 4.55 8 36 3 108 1/2 MAIN 4.75 8 38 1 38 1/2 MAIN 4.75 8 38 3 114 222 1625 1764 Cs: 0.1014 Cs: 0.1014 SEISMIC ws= 165 LB/FT SEISMIC ws= 179 LB/FT 0 Z WIND ww= 173 LB/FT WIND ww= 173 LB/FT 65 LU OE. Ur E Z B O t > LC,_ 1 W wo^ E uj c P. ° Z ° rn g cD= Q O 4Ni zt wv�r•�. c°I j (0 ..J 3 UDRRah DATE 1.25.2022 SCALE AS SHOWN UPPER FLOOR & MAIN WALLS DRAWN WEB SHEET i SEISMIC MFRS LOADING SC1 .3 R REVISIONS BY Page 6 of 74 22'-4173• WIND ww= 118 LB/FT 22.40 11.20 9 9 I I J I I I I I I I I lA. o o z I 7 3 i co 41,1h I F. "V0Z 0 w� o W z_ o oZ 3� WIND II II WIND 07 I WIND ® N II411) O SWL 2•Z•q°vr=14 LB/FT ...�.qb - .48 571 LB CkRR=561 LB WIND ¢ ¢ c _� —_ . . a rr •2';^ vr=17 LB FT¢ x S•2o;e SHEAR WALL LINE • — • —,,,�- r _ ' - wwwww _ �� . _____ , — — SWL SHEAR WALL LINE Cl) • --Q..); WAREHOUSE I ///// ��/ , / ///////// ///%�///l/ r�� 1////////� 3' — L . •5.T• b.•l•tz.-5• o n� N — , WAIT-IA R I 9 w \ 3 4 I E-1 w�i n o rsX. Igo ' Q'RTcA• 3•.50 .b.W.N. — .fa�ia < yv j i moiw.' a O M .'m-; el FT'Z4Z.E.•C'i.'PT'I t)N- ‘..,,,\ WIND WIND Z RR=571 LB c�i..m 3`� -co 3 0 — p ''II n m ..‘\- RR=5196 LB�2 vr=159 LB FT C0 �0�`\��t�i—. — — — —SW U SHEAR WAREHOUSE UNE WALL 1--1 s q1I I`> of S A .U.�•C.�"l. .MVI r1625LBI WIND LB/FT \ �J 88. •z N VV I l t.c 96 B B FI I ail r WIND I 1 SC3. WIND \ SC3.7 `� Q SHEAR WALL LINE ®SWL - yr-39 LB/FT I ` RR=514 LB 1562 \ L` a . — • — .__ • m 6 RR= 1048 LB 44B=WIND LB — COLLECT _ ( yr=66 LB FT 1 WIND \ II N K SEISMIC / (' 'I I 3. I� I A fg — A En / \ 'y w r 1 12 •II //// / / %i -/////////// //////ice/ ///////////(4 1 ,1 — A x E-I t t \ R0 \ _ F5^2 �� Qa m 1't C I p n m I I> I \ B - o —. _\�ctGb lclOb Ili 1' 1 N a C. I 13 NI \ 9 II I �o zm �1� A z_� i NO !H fW _ I �R7 HALL 1 �3 • �•Q•�•� •C1• 9'�•R•� • 3 u.�.p F•g \{•i+•��. 3N — a 9, xO h+.l 26.36 I I I ' .o.F• 'W•A'R•E'4i0•a•S'E' •0-t• N 6 W (4 I \, FT'�2 I WIND / i n A 'w'�1'�•�'H'aL�'`s•� nwO1 II m yr=55 LB FT 1• N-;Q ;'' I I COLLECTOR WIND \ — m V SWL — _ _ • � 1L 4.' �'� RR=1048 LB WIND z �V SHEAR WALL UNE — • — -- — • — -e 6 e •t X LOr RR=917 Lg -1965 LB 3 I 2 5 yr=55 LB/FT 2•2•5 WIND I \• I WIND ® t5 I ////////////////////////'-///////////i ,////////// — I 3T52 F+l Q FI Im O fg 1Nze \ \ -m — -I 0i1 ` \ w lo n — A /////// ////////// A w o I h 141.76 •b'F'fi�'c'E' \ — O 3 _ I ir'I FT-2 144 d, I \ __ I 1 N 4FT'°2 I \RW1 SHEAR WALL UNE — WIND 43.00 WOSWL — ! ' ___"-_ — — — I RR_917 LB— — • FT-2 — ®SWL — vr=57 LB/FT RR=4625 LB--- \ — — —SWL SHEAR WALL UNE I I WARD WIND 137 LB ZJ SHEAR WAREHOUSE LINE 33'-9t"WIND 16.05 33.821 SCA 3 i z t t I f 1 J I 1 t 1 i_ 1 1 1 l L t 1� l A t 1 t 1 1 1 t 1 1 t 1 1 t t w I 38'-3i' C3.8 33._ - I Q 22.20 38.26 I 16.05 33.82 I 0E Z 0 2 2 17.41 16.41 I 11.10 8.03 2 2 W WIND ww= 118 LB FT 8.71 8.21W d ^ / I WIND ws=140 LB/FT I I J. WIND ws=242LB/FT J. WIND ws=242LB/FT J. c Z 22'- " rn 76- • rn 17'-5" N I 16'-4 N .(A) �B) SEISMIC R2 (G) (OW) �Ew) C�= Q o :ZUJILI �;-4. 0 o.cc SHEAR WALL LINE SHEAR WALL LJNE SHEAR WALL LINE SHEAR WALL LINE SHEAR WALL LINE `o i Qo�:ab) WAREHOUSE WAREHOUSE c p o Uo3aaL7P ROOF Sc UPPER WALLS DATE 1.25.2G22 LOADING AND REACTIONS. STRENGTH LEVEL SCALE UNLESS NOTED OTHERWISE AS SHOWN LATERAL LOADING / DRAWN WEB FOR SEISMIC LOADING CALCULATIONS SEE SC7.3 LEGEND SHEET CD RR= ---L8 REACTION ROOF SCALE: 1/8..=1'-0" \ vr=--I:B/FT ROOF SHEAR S C 1 .4 REVISIONS BY Page 7 of 74 SEISMIC R5 SEISMIC R1 ROOF LB/FT-2 1 FT STRIP AREA FT-2 LB/FT ROOF LB/FT-2 1 FT STRIP AREA FT-2 LB/FT DIAPH. ROOF DL 19.5 39.50 770 DIAPH. ROOF DL 19.5 26.38 514 EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS 1/2 UPPER 4.55 16 73 1 73 1/2 UPPER 4.55 16 73 2 146 1/2 MAIN 4.75 16 76 1 76 149 INT. WALLS 1/2 HT LB/FT 2 LB/FT # OF WALLS INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS 1/2 UPPER 4.55 8 36 2 72 110 1/2 UPPER 4.55 8 36 2 72 144 1/2 MAIN 4.75 8 38 1 38 / 804 VD 1029 Cs: 0.1.1 014 � Cs: 0.1014 SEISMIC ws= 82 LB/FT Z SEISMIC ws= 104 LB/FT WIND ww= 118 LB/FT Qi WIND ww= 118 LB/FT 11-- i Z O SEISMIC RW1 SEISMIC R2 Ems.,, cn rg W w WAREHOUSE LB/FT-2 1 FT STRIP AREA FT-2 LB/FT ROOF LB/FT-2 1 FT STRIP AREA FT-2 LB/FT 1.4 E" ROOF FLOOR DL 19.5 43.00 839 DIAPH. ROOF DL 19.5 42.00 819 A CI DIAPH. EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS A NA � 1/2 UPPER 12.00 16 192 2 384 384 1/2 UPPER 4.55 16 73 2 146 11 1/2 MAIN 4.75 16 76 2 152 298 C C/1 a w A rn INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS W / 1/2 UPPER 12.00 12 144 1 144 144 1/2 UPPER 4.55 8 36 3 108 260 rn CI)O g., 1/2 MAIN 4.75 8 38 4 152 1367 1377 O d, Cs: 0.1014 Cs: 0.1014 M O fg SEISMIC ws= 139 LB/FT SEISMIC ws= 140 LB/FT Q W a WIND ww= 242 LB/FT WIND ww= 118 LB/FT a SEISMIC RW2 SEISMIC R3 w WAREHOUSE LB/FT-2 1 FT STRIP AREA FT-2 LB/FT ROOF LB/FT-2 1 FT STRIP AREA FT-2 LB/FT 0 O ROOF FLOOR DL 19.5 34.57 674 DIAPH. ROOF DL 19.5 35.90 700 1.,.4 0 DIAPH. EXT. WALLS 1/2 HT LB FT�2 LB FT/ / / # OF WALLS EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS 1/2 UPPER 4.55 16 73 2 146 146 1/2 UPPER 4.55 16 73 1 73 F+•1 1/2 MAIN 4.75 16 76 1 76 149 Q INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS 1/2 UPPER 12.00 12 144 1 144 180 1/2 UPPER 4.55 8 36 3 108 222 1/2 UPPER 4.55 8 36 1 36 1/2 MAIN 4.75 8 38 3 114 1000 1071 Cs: 0.1014 Cs: 0.1014 SEISMIC ws= 101 LB/FT SEISMIC ws= 109 LB/FT Z WIND ww= 242 LB/FT - WIND ww= 118 LB/FT C.D (75 SEISMIC R4 01 zo � � a o ROOF DIAPH. ROOF DL LB/FT-2 1 FT ST17.85RIP REA FT-2 L286 Z E 2 Q. .2,EXT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS CD_ ¢ o B 1/2 UPPER 4.55 16 73 1 73 Z t m C0 v= 1/2 MAIN 4.75 16 76 1 76 149 J o o g 7.- 3 > C Q m 0 O _ �_0- E INT. WALLS 1/2 HT LB/FT-2 LB/FT # OF WALLS U o a 1/2 UPPER 4.55 8 36 2 72 1/2 MAIN 4.75 8 38 1 38 1 10 DATE 1.25.2022 ROOF 8c UPPER WALLS 545 SCALEWWEBAS HOWN DRAWN WEB Cs: 0.1014 SHEET SEISMIC M F R S LOADING SEISMIC ws= 55 LB/FT WIND ww= 118 LB/FT - S C 1 .5 REVISIONS BY BEAN tAb7 E MARK BEAM RB1I 2(2)3/4%11 7/8" LVL 00F �iii211111 35.8 I RB2I "(3) 1 3/4"x9 1/4" LVL ROOF LOADS 2.0E-2900F 8.3 149 LB/F1•'2I ROOF LOADS 14.81 1 FT AREA 5 1/2"x9" GLULAM (SNOW DRIFTI 28.24 1 FT AREA Lr 25 370 LB/FT IR63I 24F-V4 4.15 8'-4" Lr 25 706 855 LB/FT D 17.0 252 RB,1 54F/2"9"GLULAM D 16.5 466 5.00 Sd 13.04149 -V4 OPPOSITE Op�D E I I RB3I HAND I .SEE 1/SC5.6 ® I I RB2 I I ® I ”SEE 2/SC5.6 E . GIRDER TRUSS Vl SWL s o-� SHEAR WALL UNE — ' — ' — _ Y_. - n I "' �-- _ _ _ l IVY SHEAR WALL UNE .sr _ I WAREHOUSE ROOF LOADS I I 1, Ir i l'r A Illimir I III• I I�MO IIt.19.30 1 FT AREAix L 25 483 LB/FT il ' . I �'�,I)r I ;I _ , I' rOi3D 16.5338 p .a ' ■_. .�6ill II I _l'. 1 1 n N,, F, __._- rl,r. .— r., �� II SWL (RB4I ''�• I I I Ie r� mi�l_IH_I_■ �■III I.I1iI, III � DRAB-TRUSS- • — ' 2W SHEAR WALL UNE II `; I1� , �, - 1 ��-�_�/r1l��f U��IL�� hf�l 5196 LBS WAREHOUSE 1� a.A ��,i�� '�= t�3 �=51s`--lewiaa��Il�i� 10d COMMON (3"xO.148)NAILS 0 6"OC Z 0 II Au -T-9' RAcxF.P;liiI��i'I- nSEVEri11i"t��„'-- qiip ''� I THROUGH SHEATHING 0 /�SWL I TO TOP CHORD OF TRUSS SHEAR WALL UNE 2 . — . _ . — Ju_ !i I� �I GaI '7; . — _ . — — . _ �, iIIIr ,� 1, d �..(,.__- —• I. %1f I O t560 LBS A % I H 10d COMMON NAILS O 6"OC3"z0.148) SC3.9 I .�I •� 1 �� 3sr ., ir,- THROUGH SHEATHING (,- ,'- - I =r N I•• P N (� A a TO TOP CHORD OF TRUSS i a0 I a1 A x r1� 0-iii g r•c 23/32" T&G SHEATHING, SPAN 7.?" ® �iI ��I `4 ° �-I ::: RATING 48/24, EXPOSURE 1 Q v• , a., (CDX). SHEATHING TO TRUSS GLUED w/SIKABOND ULTIMATE I • P t11 I. I ' I b I-2 V } , r l 1 - GRAB OR PROJECT ENGINEER F�'1 APPROVED EQUAL&SHEATHING II W ,� yl CS N TO TRUSS SCREWED w/SIMPSON _ II' ' N V. I I t v VI � !'1 w WSNTL212SGG SCREWS O 6"OC All' 4_1 OEDGES & 2OC I }1u KIM I►/I�� N 0 �"_ ■. J V l N• V J ^ O NON DRAG TRUSS `� Q 1965 LBS I II II III! ';�_ /' a• SWL 10d COMMON (3"x0.1 _ SHEAR WALL UNE 10d COI; —. - -- -- -- -- ate -a -- - — — — _ 0 THROUGH SHEATHING I + 20`O'�ONCy•CaA -L.E•-C2VSS. fr II• J 0 la it TO TOP CHORD OF 'USS (,19+-10'h) IF 7, I �i . Y\ IIil. I. IJ - 141 W La iETZ a ui..I " _�� 6�!•�4 I N I' ' 0 j3R<7•n/ +al 23/32" T&G SHEATHING, SPAN III IZtoF P 6•1 Z ci RATING 48/24, EXPOSURE 1 r • _ (CDX). SHEATHING TO TRUSS I'�'I 0 GLUED w/SIKABOND ULTIMATE M i• v+If GRAB OR PROJECT ENGINEER O `7 C' _ . _ APPROVED EQUAL& SHEATHING TO TRUSS SCREWED w/SIMPSON 3 I , •:I 149 I WSNTL212SG SCREWS O 6" OC O EDGES&12"OC _ II I��I '�I� _l� f �Ir INTERMEDIATE FRAMING TYPICAL ri. IkIfI �,es, 1 I .iI�I 1WeC Cd S 'Mao Ell D 20.5 I AT ROOF SHEAR WALL UNE — — — ' _�� WMIL. '��L 1,.> ©SWL ®SWL _ lCj'-4' T Le-TevcS. / / Iiii II - 1 �I — — iiI/ tIw--+ems—=.a(<_, lw •��r.�, SWL SHEAR WALL UNE SHEAR WALL UNEI 1 („auG' [nv,L .- au,S, �_RBa 3W WAREHOUSE I CS., I I Z I IW THIS BAY (FULL WIDTH & SIMILARI I Q LENGTH): BLOCK ALL ROOF JOINTS IIN NG SHEATH EL IN EDGES. SHALL ALL I Z o OCCUR OVER AND BE FASTENED Cr.0 a o TO COMMON FRAMING MEMBERS OR COMMON BLOCKING.THE WIDTH I I LL.I 1L E OF THE NAILED FACE OF FRAMING 31 L MEMBERS AND BLOCKING SHALL 3' 3' W m Q c A NCC\ ADJOININGPANEL EDGES.BE 2'NOMINAL OR AT DW e Ur = Q C� N !\\CJ' Z L W 7 I Po SHEAR WALL UNE SHEAR WALL LINE SHEAR WALL UNE SHEAR WALL LINE SHEAR WALL LINE LLJ.., C a' WAREHOUSE WAREHOUSE J Q 0 O o,U ' N'- -. 03 m -O=v UO �o2+n3 FOR HEADERS NOT SHOWN AT UPPER FLOOR SEE A/SC2.4 DATE 1.25.2022 SCALE AS SHOWN ROOF FRAMING PLAN i DRAWN WEB ADSCALE: 1/8"=, -o SHEETS C 2.2 REVISIONS BY HEAtk9 fABLE MARK HEADER ROOF LOADS 35.8 28.24 1 FT AREA STRUCALC I MH1I 5 1/2'x9" GLB lr 25 466 66 LB/FT 8.3 149 D 16.5IMH2I (2) 1 3/4"x9 1/2" LVL 2 ROOF Sd 149 TOTAL 2.0E-2900F 4.15 SNOW DRIFT L 888 LB/FT I UPPER FIR LOADS D 578 MH3I 5 1/2"x9" GLB UPPER FLR LOADS 1.33 1 FT AREA I I I L 254.2 2 33 LB/FrI 1 FT AREA D 16.5 22 I I (MH4I 5 1/2"x9" GLB D 19.5 26 W 9 10 90 4.77 MH7 I73.00I IMHSI 5 1/2"x9" GLB I I I I I 4x4 POST I MB3 I IMH6I 5 1/2%9" GU3 !!�� WL I 1 P1-4'' MH7 Pf-4" ®yl - 7 c-4a M II- - SHEAR WALL UNE 1 - . - . - . - . -. t 7 _ - - 4 -a .- . _ I - . .c_. "p4_4-- V1 SEE A/SC2.2 :a' 5%z•9 - Vj%zi9 GCt• N' .}'1 Gus• 1+0¢ ram'/..•1-GL3.Hb2 r ._ 1W IMH7I 5 1/2'x9" GLB y aL6-HD¢ 9'/z 9•6,-rt.Y,ni MH8 5 1 2"x9" GLB _ /_ UPP:ft FLR LOADS I I I �9 �) 5 I I / N -'a d" 6 8.0'7 1 FT AREA - rg ljToRE.,"uT 1n..d tcs .! . L 25 1202 LB/FT V I _ �• I e} lnt:-CeL D 19. 157 •r Ft-¢,. / I MH9I 5 1/2"x9" GLB �"� ROOF LOADS payaEv -� �� ,��il �ti- 5.28 6., 6, ., ,. '' - .� • - ' - • - • �- • - . - . 4.11 1 FT AREA O d, *C. '^.� �1 9I ® IMH10I 5 1/2'x9" GLB L25 103 Wtuvaw4 cv �v �Il �"' - 2 C. `NP�.aT F-�D 16.5 68 YIv I , z '4- I R.o• tsa- .I IMH11I 5 1/2'x9' GLBO6.74 MH8 _� 4, ,./ _ " _ _ 1 LA SHEAR WALL LINE O SWL I MH6 I - . -. I�' d -r=�� -3 .� ; - - -� EI -- t w l e 4 I Np I a Pt-4` 'N�° �^1 6'- " • -. 14l_8.. (tiz) sF Mae I I1'•6' 'R'o• Y'+.1 I' I ' .o b %'in e. C, .1`4. 5,-tc" 1 8" I rt_q" s • I N I A ci UPPER FLR LOADS R I ® • a 4x4 POST BEAM TABLE �4 Mw 1.33 i Fi AREA ' _+,T . Pt.&• I K• MARK HEADER C W L 25 33 LB/FT ,-r.� ��.0 2 l31 4'( a D 19.5 26 _� � z 6.57 ! = P1-4' 4x�W6L� if �.. UPPER FIR LOADS 1/ 'C 2to 1p+( 1 '� ` 9.05 1 Fr EAR I', N G l�•'-4%z" I b - yz' r, C IMHSI -- F+�1 1.1 E Y. \ L 25 226 lByFi'S a = - - �'-- ENERCALC IM81I 5 1/4'z9 1/4" ty O ( � t o DNS W N 1 +++°' D 19.5 226 O PARALLAM PSL 2.0E O. r/'� P Z4R9 f 5.52 I I STRUCALC I MB2I 5 1/2"x9" GIB vj rn g O UPPER FLR L• - In s I•MH 101 �? fl 1.33 1 FT AREA w..` S eFaouT-k��L o a. I I O L 25 33 LB/Fi ` F'�k6v-wwoew+S ci I - IV '^•7. LOADS STRUCALC I M83I 5 1/2"x9' GLB 0 D 19.526 - 0" 5(+Q'CaI6•HGa: 17.731 FT AREA y1-� 7.51 11`-4" 51_ C. �- 1- • 25 443 TOTAL I I 5 i/4'x9 1/4' 1�-1 / / / ENERCALC MB4 O MH4 1 ( 149 PARALLAM PSL 2.0E 3C4LD I' • 4,e` 8' • NFL-1oN5 3" ,_y2� 21 U"PER FIR LOADS L625 LB/FT I y ...1 WSW H 2.4 z9 �j j '2 5� 1.33 1 FT AREA D 94 I '� 2-1." t,.6.., 1,-`., I,-6. '-�.. a L 25 33 M 5'/z a96L3 oa GLi Hva 24,49 !2. I� D 16.522 SHEAR WALL UNE q�SWL• - . - . � . - • -- . - -_ - . - . - - 1- 8 9 72 n'. `l -) of-4' MH3 1 v,ma�I � I�10` COLLECTOR/BEAM r' ` 0 3.53 F -111 Sc+ rSIMPSON IM84) UPPER FIR LOADS K, 00 ' IMHSI uu La 5.4' • .AR UIUCQ610-SDS 9.50 1 FT AREA Q I L 25 13.LB/FT /1`a L 25 238 LB/FT _ 1L` ICe D 195 4 \ D19.5185 x 1 i 4. �1. 57....1•AL4-Noa MB4I N `n Y i`-9" 21-•• �-5 1`.', Y-ti' -- I I 0 R-o• • F g .. \ UPPER FLR LO S .a I J 11 U�� 7.81 1 FT AR d i ��+�p�� II- N. .25 195 LB/FT �, UPPER FLR ,TIE ro \ ,19.5 152 R F LOADS I [L L 25 FT ©, I��a.N. 1�09 ;, a 3' .! 7.73 1 FT AREA ^ D 19.5' 6 25 443 TOTAL I` O 11.7,4 SC4..0 S 149 L 625 LB/Fi - 1 kin a' PortEFaa�+T #II PER FIR LOADS D 112 l9 sz.e Fcr- e Pt-41Y ., 1.33 1 FT AREA - i�wluoaws P1•VV' L 25 33 • d- 11j 0s D 18.5 22 q .11 W 9 10 90 SHEAR WALL LINE 5.98 N zbx9 II 5`h•a9• .� •}.oR 0- ,I 1A M62 ©SWL• - • - • - • -. - . - ' _ • - ' - ' 1. A ®SWL J. - P- ' -4" - • - ,. r�-G®-u-� _ vojl. 1114r<i2• lvL Hnn• eTeP-4'Wsviµ 2A.la`S '34'®a - - - - ' - ' - ru r. .1.,.m TAM0.51, - SWL SHEAR WALL UNE I I Co,cb Sh.H 1 3W SHEAR WALL UNE I WAREHOUSE n02 �S•-S1MPS�N C R9 -w/.Ll.-S�c+rlgr.lz5• S1�EaR W3' z WI I 14-wSWH•24Kt¢ PC.u6L", (� I96 1LFT AREA 2 0L15 d 1-N LOADS -v- I I w e L 25 19 LB/FT D 197.06 0 (D I D 16.1.5011 I MH1I I I I I z UPPER FR LOADS - - - _ E � W•1.33 1 FT AREA I _I _• - LULU CL 1' L 25 15.5 43 LB/FT .,- WIND ws=242 LB/FT 3. WIND ws=242 LB/FT I ... LLl c O rn C N y • Nl W 9 PA, 262 DW I � (�= Q O a"i SHEAR WALL UNE UNE SHEAR`WALL UNE / m�.,�_ ^4 cR�W .L. SHEAR WALL LINE SHEAR WALL UNE Lr 1481 1 Fr AI EA W `o Lu X CvniirvuOU WAREHOUSE WAREHOUSE LB/Fr J O M. '> D 16.5 244 4 ¢Cp p o'� V/\\\/\\\\\/\\/\\/\\/I Lr 2.15 I FT 56 LB/FT C.)0 a z z D 16.5 37 136 C Dw 9 11 99 ed FT DATE 1.25.2022 (HEADERS SUPPORTS UPPER FLOOR) SCALE AS SHOWN MAIN FLOOR HEADERSD 13.00 DRAWN WEB C SHEET SCALE: 1/8°=1'-0" \ SC2.3 REVISIONS BY HattFi°(ABLE MARK HEADER 35.8 LB/FT-2 I UH1I 5 1/2"x9" GLB 8.3 149 LB/FT 2 ROOF IDH2I 2.OE-2900F x9 1/2' LVL ROOF LOADS 4.15 SNOW DRIFT 1.00 1 FT AREA UH3 5 1/2"x9" GLB L 25 25 LB/FT D 16.5 17 I ( I 2.0E-2900F UH4I (2) 1 3/4"x9 1/2" LVL IUH5I SEE A/$C2.2 I I IUH5) 5 1/2"x9" GLB IT •w - • I �1 SEE 1/C5 6 SHEAR WALL LINE �L" — ' — ' — ' — ' — I — , -4"_ _ F- :�._. P 1-4+,„— H5..w.^ t_4.. _ UH5 P t-4" __ �H� P 1-4 — — _ — — L 1 W S SHEAR WALL Ll E 9,- I ,. SW V1 H N 'r - � _.. - ��» _ �•Ill 9I � — J WAREHOUSE Y1'_to" Iy id' S O N CII /g SEE A/SC2.2 a. ! ^' • 4. ' • 3 ij t �, y� — SWL 2W SHEAR WALL LINE c I� WAREHOUSE IQ, I \4 pI_ �.. td"°" b'a' �'� •I 4; o I 0 __ , o ' �� y .,t SHEAR WALL UNE '2 1L. _ . _ . — . — _ I- _ . — . . __ . . . . _ ry r— . _ . — . I m it . _ . _ . _I.._ A= . _ . �.J —" D *m I -- 2 KL.MILLI .I O UNl Zicl w6!-,.1 A i , C h+•i i4 El :� r , _/ . I Avl ra 1 1 ;r N a ^ ' , I N� +'a 99z. A x W 477. / A.I a . F. ! tZ,O r�•.o"��2`-c,Iol� Ne , - 111-1:1:4 OI! A O Il-O t0�-O" (" �' M4-O"d'� ID-10�` T�T�� ROOF LOADS I I`-g3/" ! ) 3 M' Co / Vl M O I - 4 t 9n 17.88 1 FT AREA L 2s zoo LB/FT p� / °• t .J 2<a•w ALL 9 C ,.,1IUH 6I I SC4.0 I N !' ., >✓ I = —9 a.. CONTINUOUS .r to - j �, �. Wy SWL I a-i I \ d y I i ir_ SHEAR WALL UNE 4, . — . — . — . — . . _ __ n= . _. N — . — ' �' ' — UH UII ( 1. s RC OF LOADS / o "-' • * I 1 FT ARIA p09 N L 25 25 LB/F N 'I •_/ DIE517 1 _ _ N 2><4•WALL O W (c`•5" A2'.o 5.25' a" '/g'.e 2'-a/a 4'-t°I,1 9 W 0 ��0 / e.o. UH3 "b„ `Z4 Ni 1' 1�1 • tyl Mt.. ®��I ' J`1'' f' r- ROOF LOADS :O !. ( =i`-2" �-4Yx" h+�) i 0 7.96 1 FT AREA A ;1 5`pn•e -1 1991 LB/FT N \ ////////� - D16.5131 15.75 'o -'��' q I ® N I — •.•15•-9" d , SHEAR WALL UNE I CONTINUOUS ,N n.' m� ._ ©SWL _=- — .__ /� SWL PI-4 _ UH1 Pt-4•. • — ' — ' ® f _ -_ ___ . _ . 2._.m . _ , _ . — . _SWL 3W SHEAR WALL LINE SHEAR WALL LINE I Pt_4'„ I WAREHOUSE I z 1.00 1 FT AREA SEE A/SQ2.2 I I 0 • L 25 25 LB/FT I D 16.5 17 7.25 I BEAMS ATGOFFlCE/1�ARE DOOR EHOUSE ROOF DERS AND ROOF NOT I w IUH1I SHOWN SEE A/SC2.3 I I I _ I Zo . IIL�w a O E r` 3 v3i I WIND ws=242 LB/FT N I WIND ws=242 LB/FT I LLJ C O 1-) c N Z -J o., DW EW m m r\a h1t Uj QF=-- ., SHEAR WALL LINE SHEAR WALL LINE SHEAR WALL UNE SHEAR WALL LINE SHEAR WALL LINE LLJ.. WAREHOUSE WAREHOUSE J E ¢0 o .2 J b--- 00 �aa� DATE 1.25.2022 (HEADERS SUPPORTS ROOF) SCALE AS SHOWN DRAWN WEB UPPER FLOOR HEADERS iD SHEETA SHEETSCALE: 1/8"=1'—°" SC2.4 REVISIONS BY Page 11 of 74 SHEAR WALL SCHEDULE PANEL SHEATHING AND SHEATHING STUDS AND SILL PLATE NOTE MARK THICKNESS APPLIED PER FASTENING SIDE SPACING FASTENING 1 7/16" MIN. SHEATHING ONE 10d (0.135"0x3") RING—SHANK © 6" OC EDGES & 12" OC 2x6 16" OC 1A. BLOCK ALL (24/16 SPAN RATING) INTERMEDIATE SUPPORTS. PANEL EDGES Cil 2 7/16" MIN. SHEATHING ONE 10d (0.135"0x3") RING—SHANK © 4" OC EDGES & 12" OC 2x6 © 16" OC 1 B. BLOCK ALL (24/16 SPAN RATING) INTERMEDIATE SUPPORTS. PANEL EDGES igWW 3 SIMPSON STRONG—WALL (WOOD) WSWH24x9 1 "o A307 THREADED ROD 2. Z Ei CD 4 SIMPSON STRONG—WALL (WOOD) WSWH24x10 w/SB1 x30 24" MIN. EMBED 2. w p A 0 5 SIMPSON STRONG—WALL (WOOD) WSWH24x20 w/SB1 x30 24" MIN. EMBED 2. A x x o �3 P. A W 6 NOT USED rzl c c . A 7 1/2" MIN. GYPSUM TWO NO. 0 x BOARD 4" OC EDGES & 16" OC INTERMEDIATE SUPPORTS 2x4 © 16" OC lA. PANEL EDGES x o WOOD SHEATHING w1-4 8 7/16" MIN. ONE SIDE w/GYP BD 10d (0.135"0x3") RING—SHANK 0 4" OC EDGES & 12" OC 2x6 16" OC 1A. BLOCK ALL (24/16 SPAN RATING) EACH SIDE. 3. INTERMEDIATE SUPPORTS. PANEL EDGES 1 . SILL (SOLE) PLATE FASTENING W 1A. 5/8"0 ANCHOR "J" BOLTS AT 32" OC MIN. AND ONE BOLT 6" FROM EACH END 1 B. 5/8"o ANCHOR "J" BOLTS AT 16" OC MIN. AND ONE BOLT 6" FROM EACH END — EMBED 7" MINIMUM INTO CONCRETE ANCHOR BOLTS SHALL BE A MINIMUM OF 1 3/4" FROM THE EDGE FOF THE CONCRETE PARALLEL TO THE LENGTH OF THE SILL PLATE G4 ANCHOR BOLTS SHALL BE A MINIMUM OF 8" FROM THE EDGE OF THE CONCRETE PERPENDICULAR TO THE LENGTH OF THE SILL PLATE 0 SILL (SOLE) PLATES SHALL BE A MINIMUM OF 2x4 PRESSURE TREATED WOOD. UNLESS NOTED OTHERWISE (UNO) 2. INSTALL PER SIMPSON INSTALLATION INSTRUCTIONS. 3. GYPSUM BOARD (GYP BD) SHALL BE APPLIED TO WOOD SHEATHING FACE AWAY FROM STUDS AND TO FACE OF STUDS AT OPPOSITE SIDE OF WALL. z w . o� HOLDDOWN TABLE z.� . cc o e Li j Z ° 2 HOLDDOWN STUD(S) OR 0z ¢ 0 MARK FASTENERS ANCHOR Z2 m,(SIMPSON) POST w oWmX O-CQ oU 1111 2x6 .& =O=P HDU2—SDS2.5 (6) 1/4 x 2 1/2 SDS (2)UNO SSTB16 Uo a a DATE 1.25.2022 © (2) 2x6 5/80 A307 THREADED ROD SCALE AS SHowN HDU2—SDS2.5 (6) 1/4 x 2 1/2 SDS UNO SEE 4/SC5.0. FOR TYPICAL DRAWN WEB HDU TIE BETWEEN FLOORS SHEET CAPACITY SEE SIMPSON CATALOG HDU2—SDS2.5 3075 LB C—C-2021 , P. 53 SC3.0 qREVISIONS BY 1 s.4 2=7.7 LB/FT - i 6 LB/Fr--II --li 82 LBil t •1. ,_ `'. PagPCRta of 74 'OLDDOWN TABLE ROOF Dr II _--nI 1 T Fr i / 19.5 LB FT�2 *- �� ` «--',. LB FT 2 g LB/FT O MARK HOLDDOWN FASTENERS STUD(S) OR ANCHOR ") I vw= �'�• ,�'or.�'�.mm' (SIMPSON) POST Z 123 LB �I i LL�1 II i1 'E �! s��LBjFr 1 , Le �"j-F=1217 LB o�_ WIND RR--1310 LB F= 1217 LB O1 HDU2-SDS2.5 (6) 1 x I aDa (2) 1.6 ' '{ "`°_ wI Dr TN TYPICAL SIMPSON ' SEISMIC RR=1124 LB / .J t1lW �aT8t6 I I SHEAR H2.5A TYP Dr I OTM I RM WIND RT=2434 LB r) I. '� PANEL FAR SIDE �1 w/COLLECTOR Rl=42.00 FT CAPACITY --•� 3 ^ TYPICAL I,., I vr=58 LB/FT HDU2-SDS2.5 3075 LB Y' I -� I WALL Dw 1'13 1 I W� Dw 3 1.13 { kkk.... 16.5 LB/FT'2 193 277 =Dr 16.5 LB/FT-2 193 277 =Dr vw=5415L8 LB/FT -- 0 FT 21 FT"2Mill F=1217 347 =Dw 21 F7"2 F=1217 347 =Dw / T • . I 347 LB 2x6 I/Dwn�12x6 11063 6243 347 LB I I I 9.09 624 I -1S�•I1. '.' 0 '• .. -I' I 1'J TO 11256 705 TO 11256 705 ❑3 _ D 11063 1.13 Gt• 6L. 4L- GL. GL. �� 4 (L. bL. co.. �s• r ASD_6 '6 =� ASD_6 .6 =FSSIMPSON Q••-` t `'�_ I •'•. SIMILAR © 2.25 6 3 © 12.25` STRONG-WALL '° .- -r r� {� .l I OPPOSITE 1.13 754 -42 1.136754 -423 (WOO ) ylGL. (I r�lI �� HAND ® .42 T= 6331 .42 6331 24x942 13i C T C T T= i"0 A307® 25W3 2SW4. !I IZSW5 1.421.42THREADED ROD 6L. &L. GL.; 4M1 L. 1bt. .. AL..I1 4L. I GI.. I 41.. ! T=4458 LB ASD1i T=4458 LB ASD /�� . FLOOR Df FLOOR Df -- GRID 0 - [ 0- . 37 LB/FT-2 37 LB/Ff 2 - -�1' • 1 _ ...( ': !, 1.8 FT�2 1.8 FT-2 LAN AN O ••",� 4L. 6L. ' F+ Al ..cuPwC> stt RU= Z0ME •:• • ., - --- - _. -: ---) 6vw=�201 LB/FT 6vw=LB1201 LB/FT SEISMIC RU=1980 LB ET t-Lw '✓1 CDDMfiCTOR.n-!. . ' '• - F=2702 LB - F=2702 LB 2SW1I ��■I '� F ev-a aced•C�'t H,. VERTICAL I OTM( RM (OTM I n w/COLLECTOR RL=42.00 FT O G Dr,� vr=88 LB/FT bt. 6L. 6�- e�. -i•L. Cn I, 2 r i 7. I{' I Dr •C4 0 I i Df; Df 41.. 1 Gt. at. c,L. 4L. 'Gt-. L• I I 347 =Dw I❑4 I 347 =Dw w ..�.•� t �� e , 16.5 LBwFT"2 !��' 0 2702 4981 -� WALL Dw �I o 2702 151 =Df RT+RU=WL=4.06 LB FT � "' -� l O r �O I O ( _ I 21 FT-2 I o 10.00 1.13 21 �/FT"'2 i o 10.00 1.�13 vw=1201 LB/FT ( A Cl) 1-4 /• Y I ! 1W «' 1SW3I f1SW4' I ® 347 LB I/ I 27020 563 347 LB II I 27020 563 �\ �j �/ :I1SW5 G (2) I TOD-6 _6 =F5 p TO=.6 _6 =FS �1 x ..• ` BEHIND •i II 1 ASD i 1 1 r '•� ENTRYY p_; I � ( 2x6 J 2) 16212 -338 ~) r 1 1 '� 16212 -338 (�y+ �Ny 1?N RICI Ace• co.. hL. laL. ._ 4l. co_ L. 4 0 .• [ 1 1 I ht. c+L. I x6T- 15874 I2.25 T= 15874 ❑ A O 1 d� J � - 1.1335 1.42 PO� �1 1.13 1.42 SIMPSON PO .4V njuJrqi i_ s7°u6 new 1.42 T= 11179 LB ASD 1.42 T= 11179 LBASD STRONG-WALL W q = I C T C T (WOOD) f�rW.i WSWH24x10 w/SB1x30 Cip VI 0 Cn 1 I 24 MIN. EMBED C) P x z2.zo Fr E. � . _ . _ . _ . _ . _ . _ . _ . _ . - . _ _ . moo a 11.10 FT TRIB B w C) Z 173 LB/FT ROOF gh DIAPH. ROOF Dr 26.47 FT 15.33 FT Wlt TRIG LB/FT-2 19.5 WIND 1/2 TRIB 19 ROOF U L B/Ff 344 LB/FT Dr I R9.5F LB/FT-2 ROOF U R9.SF LB/FT-2 ROOF U I901 ---- --- _-_- �� yr=72 LB/Ff 34.4/2=17.2 FT-2 344 LB/FT 34.4/2=17.2 FT-2 344 LB/FT 8.01 FT V TRIG __-_y-_--,x____ I I I I a GRID I 335 LB FT 1211 LB LB/FTI 24 -"' ____ / 335 753 LB 16 LB FT•'Z 1 " I I ;-/ "° O n __-i-_-- ____ ---tl____ O vw=22s LB/FT v a=229 L6 FT - O / LI,B v -252 FT': 1 LB GRID t1 p F=806 LB / F=502 LB WIND GRID r, 111111M11141.111 128 LB/FT ,.� WIND 1i ' I �I\ I RR=,310 LB ('�"'i 22.40 20.71 I� 1322 LB A 11 c w RR IN310 LB oo 2x6 STUDS `�\ Dr ;i I OTM I I RM I Dr arm I RM LR 18.10 FT z= O 24'OC ' vr=72 LB/FT �4 11.20 FT H TRIB 20 2x6 BLOCKING FT - LW=5.71 FT RR=1434 LB 972 '1 972 w/SICS1 STRAP i 18.10 I' I vw=2291 LB/FT 3� I ❑1 /I U=1211 3 U= 1.1 r 1.76 1.10 w I� w/0.148x2 1/2' NAILS \ I 16.5 LB/FT''2 I2SW2� 0 2131 1179 =Dr WALL B/ 0 828 vw=229 LB/FT [T, FULL WIDTH I I ai 16.5 LB FT"2 734 =pr I e1 ❑ I 13 I 32 FT-2 F=806 528 =Dw 20 FT 2 F=502 330 =Dw WALLS PRESSURE h%bs t 1 WIND SDPWS I WINDOW 12 2 I o I 528 LB (Z) I I (2) 9.09 1707 330 LB 9.09 1064 I 0 a+ GRID 2x6 Dw L2x6 7327 1.76 /° 4563 1.10 ❑ O I I I I O I 4.3.4.2 I ,.,I TO 9456 3006 -FS ` TO 5396 1176 =FS SIMPSON 15.9 16 > 2:1 WINDOW SDPWS A i6 LB/FT-2 ,.25- o0 0o h/bs qSD ASD- STRONG-WALL 10 5 (0.125.4.96) WINDOW riI RR=1310 LB > 2:1 1 3.52 I' 2.19' 5675 -1802 3235 -702 (WOOD) O 16 LB/Fl"2 0.63 I, I I RU=1709 LB 1.76 1.10 WSWH24x9 REDUCTION ® I COLLECTOR MB, - I 1.25 3873 1.36 I RT=3019 LB 2.69 ALLOWABLE FULL WIDTH 3.52 2.19 (0.125�2.58) C T T= T= 2533 1'0 A307 1 LW=5.71 FT 0.93 2.69 C T 1.36 THREADED ROD SHEAR 1 I 4x6 POST - vw=529 LB FT REDUCTION T=1440 LB ASD T=1863 LB ASD ALLOWABLE 2Lf 4x6 POST 2x6 BLOCKING 5.60 vw�36 LB/FT ,I I L - SHEAR 37 LB/FT-2 GRID LANDING W= CS16 STRAP • 1 PLANE CHANGE I 1.3 FT-2 1.3 FT-2 2 --�p[J}JVjEZ`1,�dACE O z 11.12 FT TRIG 5.5 4x6 2.62 w 0.148x2 1 2' NAILS SC4.0 ��'1 48 LB/FT 48 LB FT 2 ' / / `Q W� 1.33 1.33 LB/FT RR=1310LB (� 16 LB/FT-2 SQUASH FULL WIDTH STAR / WIND RU=1709 LB ' 2.75 FT _ BLOCK\1 I GRID LANDING I1$W2J SW3 I vw=529 LB/FT F=1862 LB =529 LB FT F=1159 L6 WIND RT=3019 LB 178 LB/FT LANDING 490 LB �� - LANDING 1322 LB A ENTRY }\ WINDOW o RL=18.10 W CII ° i� O I o Dr IOTMI IRMI IFIEE1723 IMIIIRMIC)`._ 490 I of+vu=167 LB/Fi c15�84 f ��.® L �4 I I I 2x6 STUDS Df1 1812 LB 1179 =Dr EWINDO 24" OC 528 =Dw 330 =Dw WL=5.71 FTc'e, 4x6 POST I I578 =DwaMSTA49 w/(10) 0.148'x3 1/4' WALL Dw L�� 64 =DfWALL Dw 363 =Dwvw=529 LB/FT > LLi 16 W/Er Dw \ EACH END. CENTER ON RIM JOIST 16.5 LB/FT-2I I '>n l 16.5LB/FT"'264 -� ca ^ E16 LB/FT•' 807 LB i 3.52 6.18 2.19 35 FT-2 0 22 FT"'2o c• o1862 2349 0 1159 1491Ww mo1' 10.00. 1.76 10.00 1.76Ww0 co 0 807 LB ` 4.75 9.50 I OTM I i RM I LOWER WALL 6.25 11.86 578 LB Il\I 18620 4134 363 LB 115902624 ® ? j tY .�T 8.77 SDPWS (2) I I (2) ASD- ASD- SIMPSON ('� o Q� OPERP. TO WALL O 8.70O807 =D DwTp-- 6 .6 =FS TO ,6 .6 =FS 2 1104 LB 1924 3849 FT-LB 4.3.4.2 /b 2 2x6 2x6 11172 -2480 (WOOD)STRONG-WALL Uj v F-I� c -89 IGNORE 1075 6954 -1574 zc 2 h m 1104 LB 5.29 6551 I 1 252:1 L 3.52 / T= T= w/SB1x 0 L•_I C Q 0¢o U ❑1 7/16" MIN. SHEATHING 10d 11475 1 76 8692 8692 5380 10178 1.10 24S M11N.OEMBED J +T O 2.69 3.52 1.36 a0 O (0.135.0x3') RING-SHANK 0 6' TO_ 6 .6 =FS (O'1250 89.84)O 2•69 O T= 3231 LB ASD 1.36 T= 3956 LB ASD - 5 O=v OC EDGES & 12' OC ASD 6107 -6885 I C T C T U o d o. REDUCTION INTERMEDIATE SUPPORTS. BLOCK 4155LB LB T= ALL PANEL EDGES -778 SHEARALLOWABLE 2286 0 7/16' MIN. SHEATHING 10d 1835 LEGEND 8.70 I 6441 LB (0.135"Ox3") RING-SHANK 0 6" I DATE 1.25.2022 OC EDGES & 12'OC 4700 LB T= -89 LB ASD • ASD ASD SCALE AS SHOWN FORCE-TRANSFER SHEAR WA INTERMEDIATE SUPPORTS. BLOCK RR= --- LB REACTION ROOF ' ALL PANEL EDGES SEE "Force-transfer TO ASD yr=--- LB/Fr ROOF SHEAR I DRAWN WEB Shear Wall'CALCULATIONS .6 WIND NORTH SHEAR WALLS • _ . _ • - • _ • _ • - • - • - • - • - • - • - . - • _ • _ (STRENGTH LEVEL) .7 SEISMIC AAI RU=--- LB REACTION UPPER SHEET ❑2 7/16' MIN. SHEATHING 10d (0.135"0x3') RING-SHANK O 4' TO ASD vu=--- LB/FT UPPER FLOOR SHEAR Virki OC EDGES & 12'OC .6 WIND RT= --- LB REACTION TOTAL `/'1_ SCALE: 1/8"=1'-0°' NTERMED ATE SUPPORTS. BLOCK 7 SEISMIC S V 3• 1 ALL PANEL EDGES REVISIONS BY HOLDDOWN TABLE Page 13 of 74 HOLDDOWN STUD(5) OR MARK FASTENERS ANCHOR I 3I ,"I (SIMPSON) POST wl wl wl O HDU2-SDS2.5 (6) 1/4 x 2 1/2 SDS (2) 2x6 UNO SSTB16 II0' HDU2-SD52.5 (6) 1/4 x 2 1/2 SDS (2) 2x6 5/80 A307 THREADED ROD SEE{Q� I UNO HDU TESC5.0. FOR BETWEEN FLOORSCAL CAPACITY 1 SEE TIE CATALOG }24J Irr - . - . - I HDU2-SDS2.5",.3075 LB C-C-2021, P. 53 "I 1ii t � Mr HDVSE CEIL.nF • ICEIL•EL.7r11.5 Wp¢EKovs e � 1 • •j • U) • ":..12SW6I (4 I25w7I 15 I2SW8f I I2SW9I I ' I25W,OI I I - rg • El 4L. CsL. !aJ-. '.. I . Cal. [AL. AL. i - ." .. ( 1 '� r :.,,..� Il - •I •r 12� t"-rt.i J:• f I f�^ • I N aL. AL. AL. MI-La L. GL. 1 Gt. Z I .:.. .. • • r-p-'irf .. L -'..1 1 p _ I• sw11 ..I,swizl I i 1.5 Wt3 I F+�1 • I. E.: AE rn fI ,_/ • 1 � ' � 1 0 1SW6 • ti •1SW7TB 16W9 (D 1SW115• I• AL. GL. 'GL. caL. !AL. AL, I I a • = I ..� _ � �i i S ao J FLLt•El. , i I I I I w p, W ►-y'ei �200.O�WNaI ��. �• I :, EL.23 a.6 2'30.2 EL.2514 W.E _ I d l/L/� • O H 16.05 -•----- -E-w -•.•--E- I ,i O O Cl] 38.26 A rww= INCLUDES COLLECTOR C2 U2.' B SC2. ROOF DrROOF Dr ROOF Dr GO 19.5 LB/FT-2 ROOF U 19,5 LB/FT-2 ROOF U 19,5 LB/FT-2 ROOF U 4 2.0/2=1.0 FT-2 344 LB/FT 2.0/2=1.0 FT-2 344 LB/FT 2.0/2=1.0 FT-2 344 LB/FT .111 20 LB/FT 2064 LB 20 LB/FT 1262 LB 20 LB/FT 1748 LB WIND RR=1048 LB Dr= 120 LB„w=133 LB/FT WIND Dr=73 LB vw=133 LB FT WIND Dr=102 LB F=798 LB - / F=488 LB vw=133-LB/FT F W6 6 LB WIND RR=9,7 LB 2x6 STUDS 10TM I I RM I 2x6 STUDS 2x6 STUDS WIND RT=1965 LB O 24"OC Dr 0 24"OC Dr OTM RM 0 24"OC I '� I I ( I Dr %� I ON I RM RL= 37.83 FT (2) SIMPSON A35 WALL Ow WALL Dw vr= 52 LB/FT w/(12) 0.131x1 Il WALL Dw U=2064 U=1262 U= 17481111 /( ) GABLE STUDS 16.5 LB F1"2 ' 3.00 / ,Cl/ 1 1.84 16.5 LB/FT-2 I I]j i ( 2.54 WL=14.75 FT / NOT SHOWN LL= 25 DO[ LB/FT WV / I \ 1 I 16.5 LB/FT-2 I I 1 2" NAILS. A35 TRIB 2w 33 FT-2 37 FT-2 vw=133 LB/FT • EVENLY SPACED AT 55 LBFT I o 6192 120 =Dr 545 LB I 25W7 I°io 2322 73 =Dr 611 LB I EEO I rn 4440 102 =Dr a AT TOP OF WALL DL= 16 32 LB/FT TYPICAL • 908 LB (2) F=488 545 =Dw o F=676 SIMPSON p / 2x6 F=798 908 =Dw SDPWS I %� I°' 9.09 618 I I°' 9.09 713 -Ow TYPICAL® COLLECTOR TRUSS C2 I Dw I (2) 9•IS 1028 4.3.4.2 Dw., 4436 1.84 (2 Dw 4x6 6145 2.54 ~ 4x6 % 2x6 7254 3.00 h/bs (2 x6 2x" SIMPSON yr=83 / TTYPICAL GRID 6758 1137 10585 1811 TSP 41 I% I TO 13446 3084 1 252:1 2x. I j 6 =FS _ � �� C) .I AsD _ .6 I I TT,OSD g TYPICAL a _ .6 =FS WIND 1 6.00 1 ASD _6 _6 =FS (0.125 42.48) I 3.67 1 4055 -682 1 5.08 1 6351 -1087 37.83 II TRUSS 3.00 5 7165 LB 0 C . T T= 6218 ALLOWABLE C 1.84 T 998 G 2.54 T 4.51 I I DRAG TR I9S (COLLECTOR) © 80 -1850 REDUCTION © 3.38 0 T= 3373 © 4.51 T-_ 5264 AXIAL LOAD 5.71 SHEAR / 12fT=108918 ASD T=1002 LB ASD /CO E EC T=1167 LB ASD I TRIB 4.63 FT ALIGN TRUSS ON TOP OF WALLS 37 LB/FT-2 37 LB/FT-2 37 LB/FT-2 a 2BW51 I25wPI WALL Dw I2SWSI D- 37 L= 37 LB/FT-2 II 11.0/2=5.5 FT-2 11.0/2=5.5 FT-2 11.0/2=5.5 FT-2 ® GRID / ' 16.5 LB/FT-2"2 I I 0 .Lf I 204 LB/FT 204 LB/FT 204 LB/FT 116 LB/FT z Df=1581 LB © Df=824 LB © Df=467 LB O I I I CD vr+vu=266 LB/FT yr+vu=266 LB/FT vr+vu=266 LB/FT -65 r 1 F=2062 LB © r F=1075 LB - F=609 LB WIND RU=915 LB BEAM 171 71 /FT I W 2x6 STUDS 2x6 STUDS ` WIND RU=1344 LB EFD COLLECTOR O 24" OC Dr I OTM I I RM I N I OTM I RM I OTM I I RM I O 24"OC ,` Dr Dr vu=60 LB " WALL Dw • Df 96 =Dr Df iI 96 =Dr Df 96 =Dr WIND RU=2259 LB 6.00 3 67 / R OR i i i 37.8+} , ` f r + CD E 16.5 LB/FT-2 1 908 =Dw WALL Dw 545 =Dw WALL Dw RL=37.83 FT ■ l ROLLECT LB 545 =Dw / I I 1271 =Dw 16.5 LB/FT-2 I Q I 611 =Dw 16.5 LB/FT-2 'Q 297 =Dw vr=52 LB/FT 4 SIMPSON - _ - Y RIM J 19.6� AXIAL LOAD ?_2 W 77 FT-2 1581 =Df 37 Fr-2 824 =Df 18 FT-21E3 467 =Df O iLEVEL TRUSS JOIST 1271 LB I II ✓v yr+vu= 112 LB/FT A35 w/(12) JOIST 285 7"x9 1/4" c • o 00 2062 3856 611LB I 18 1075 2076 297 LB o0 609 1405 0.131x1 1/2" 1L8 1 PARALAM PSL 2.2E W c 0 10.00 3.88 0 10.00 2.02 �',., 0 10.00 1.15 WIND RT=1965 LB NAILS. A35 SC5.1 I MB4I z E O °' of Dw TO 20660 14961- SDPFS WS I Dw I TO 1078 4196 =FS Ow, TO 6096 1616 -� WIND RTWINO RU=2259 LB+RU=4224 LB AT TOP YOFPACEDWALL 1 I c jr 0 'y 4x6 II 2)ASD- h/bs (2 4x6 ASD- ASD - WL=15.87 FT 6I 1 Ii 1 8I SIMPSON (� m O 1-4x6 12372 -8977 > 2:1 I I 6450 -2516 3654 -970 LU28 TYPICAL I Z-0 m_ 01 z6 2x• vw=266 LB/FT �. N. c i L 7.75 1 T= 3395 (0.125 542.48) 'L 4.04 1 T= 3934 2.29 T= 2684 I '> WowX¢mT 3.88 6.90 6.90 0.94 2.02 3.19 1.15 1.44 ® J 0 p(31•u O C T= T O 492 LB HOLDOWN ASD REDUCTION ALLOWABLE O C 3.19 T O T= 1233 LB ASD C1,44T T= 1864 AIBSD SIMPSON • I ' O=�, 33 842 LB 492 LB NOREO'D SHEAR STRONG-WALL \ UQ �ddJn3 1002 LB 1174 LB (WOOD) 7.75 �. J 0 1096 1233 1864 WSWH24x10 i 4.04 2.29 1588 LB ASD 2235 LB ASD 30381.E ASD w/SB1x30 DATE i.YS,pppp I]1 7/16" MIN. SHEATHING 10d 24" MIN. EMBED (0.135"0x3") RING-SHANK O 6" SCALE OC EDGES& 12" OC A35 SCALE DRAINTERMEDIATE B AS SHOWN ALL PANEL EDGES SUPPORTS. BLOCK (-A) WEST SHEAR WALLS 0.131x1 1/2"EQUALLY3 PACED WEB SHEET AT TOP OF WALL TO ASD SCALE: 1/8"=1'-0" .6 WIND S C 3.2 7 SEISMIC REVISIONS BY (2) SIMPSON A35 HOLDDOWN TABLE Page 14 of 74 w/(12) 0.131x1 KEYNOTES 1/2" NAILS. A35 EVENLY SPACED AT GABLE STUDS MARK HOLDDOWN FASTENERS STUD(S) OR ANCHOR AT TOP OF WALL (SIMPSON) POST 4111111111111116. NOT SHOWN O HDU2-SDS2.5 (6) 1/4 x 2 1/2 SDS (2) 2x6 SSTB16 i 2x6 BLOCKING TYPICAL WIDTH OF ROOF SHEATHING WAREHOUSE TRUSS UNO FASTEN C SHOWN IN 1WIDTH O HDU2-SDS2.5 (6) 1/4 x 2 1/2 SDS (2) 2x6 5/80 A307 THREADED ROD UNO SEE 4/SC5.0. FOR TYPICAL O SIMPSON HRS4162 � � HDU TIE BETWEEN FLOORS �_ __ _ __ CAPACITY SEE SIMPSON CATALOG ,�I'�� HDU2-SDS2.5 3075 LB C-C-2021, P. 53 ETA I ____1 .....iiiiiillik ,iiiiiiiiggi cn SIMILAR TYPICALix 44 C) BEAM i, BEAM _ rur r - Z _ _ -- GRID 1 �� -- - -. - F=125418 O E I -W� r 7--7. : - 5503�B WIND 3W 4 WIND ©SOUTHWEST ��, \ I, �A ®CORNER WIND OPEN V� a V`r✓ r mow' RR=4625 LB L I �W� - - SIMPSON LW=7.50 LB A35 STUD _ TO BLOCKING `""'- 617 LB/FT TYPICAL x I II I SIMPSON A35 STUD O - _ - - JLL „�. BEAM 1* TT1OPICAALLM a �+Qyy�' 800 LB FIR-DOWN FO(i DOOR _ w * 4 I"y E C C 2 SIMPSON • 2 © Cl2 (TROD)-WALL O &"1 0 ' Cl) WSWH24x20 5 5 IFS w/SB1 x30 M 1SW11 1 W12 1 13) 24' MIN. EMBED 1� CD W 8 r, ?F� BEAM a DOOR 8o 1DOOR a Fil 12'x14' WALL BY ROOF Dr ROOF D( I MIN. 1 1/2" OTHERS 16 LB/FT-2 ROOF II 16 LB/FT'2 ROOF II W GRID GAP 2.0/2=1.0 FT-2 344 LB/FT 2.0/2=1.0 FT-2 344 LB/FT O I \ 16 LB/FT 1032 LB 16 LB/FT 2023 LB DOORi 14 Dr=48 LB yr=103 LB/FT Dr=94 LB vr=103 LB FT o c, 0 F=309 LB - / F=606 LB WIND RR=917 LB I I 3 I a WALL Dw f RL= 16.05 FT 24"`�24" 241 W v 16.5 LB/FT2 IL Dr OTM I El ', Dr I I OTM I RM I WL=8.88 vr= 57 �FT� - --- c/ M--� 27 FT-2 I\rn U=1032 U=2023 _ _ - - 446 LB VJ 1.50 I 2.94 vw'=103 LB/FTI r WALL Dw r PT.' - SDPWS I I rn 1548 48 =Dr 16.5 LB/FT-2 �i� I o, 2322 94 =Dr - - w 4.3.4.2 o F=309 446 =Dw F=606 _ 53 Fr2 545 =Dw h/bs 2 \ 9.09 494 875 LB I I°i 9.09 63941:11 O > 2 2x, I �Dw I z6 2809 1.50 (2 Dw'. 4x6 5509 2.94 0.125.3.03) I// \J TO 4357 741 2x• . `.I 7831 1879 0.87 _6 _6 =FE AS .6 .6 =FS REDUCTION 1.50 3.00 �D 2614 -445 2.945.88 �D 4699 -1127 ALLOWABLE SHEAR 2.71 T= 2169 5.58 T= 3572 C T 2.71 C T 5.58 2.-0" 3'-2" 2'-0" 12'-3" 4'-1i" 12._3" 2._i . T=800 LB ASD T=640 LB ASD _ _ PP STEM WALL WIDTHS Ed 37 LB FT"2 37 5_2 32-9 - FOR SIMPSON WOOD SHEAR WALLS / 37 LB/FF"2 11.0/2=5.5 FT-2 11.0/2=5.5 FT"2 GRID 37'-11"204 LB/FT 204 LB/FT O z Df=1020 LB Df=816 LB 0 F=1255 LB - yr+vu=251 LB/FT yr+vu=251 LB/FT WIND RR i F=1004 LB -917 LB OTM I Ell WALL Dw I OTM I I RM I WIND RU=1344 LB W I I r 48 =Dr 16.5 LB/FT-2 I\ IN I 94 =Dr WIND RF=2261 LB 0`c O / I 446 =Dw 40 FT-2 \ 875 =Dw RL=16.05 FT '01 3'-2' r'-61 12'-0" I 4'-4' I 12.-0" 12.-2"I FROM JAY'S DWGs E I825 =Dw 660 LB ❑1 I 660 =Dw vu=84 LB/FT 5•_6" I MAIN WALL FRAMING PLAN z o WALL Dw I I 1020 =Df 816 Of vr=57 LB/FT I I > uj 16.5 LB/FT" yr+vu=141 LB/FT s 1255 2339 WS I oO 1004 2445 riI 3-8" 1"I 12'-3" 1 4'-t" 9' 12'-3" I2-�I FROM JAYS DWGs W W a M o 50 FY'2 L 10.00 2.50 48 4 3P4.2h 0 10.00 2.02 RT=2261 LB FOUNDATION W c o 0 825 LB I I' TO 12560 58.6 =FS >/2a FT /Dw�.,.. I TO 1006 4936 -� vwWL=2510LB/FT I 5-4' I z 9, 0 .a 4x6 I 11 I 2)ASD -3509 1.25- (2 I 14x6 ASD- 0 m m M 0 ru ru x6 7530 0.125.2.50)2x• 6024 -2963 f t l 15.00 I T= 4021 0.94 l 4.00 1 T= 3061 w' !`T F- � 3.19 REDUCTION 02.50 3.19 0 T= 1261 LB ASD ALLOWABLE 0 2.03.19 3.19 0 T= 960 LB ASD J c Q m-o U .° -u 0 co C T= r c T V O d a h O 800 LB T=1261 LB T= 960 LB B00 640 ❑1 7/16" MIN. SHEATHING 10d DATE 125.2022 T=2061 LB ASD T=1600 LB ASD (0.135"0x3") RING-SHANK 0 6" OC EDGES do 12" OC SCALE INTERMEDIATE SUPPORTS. BLOCK AS SHOWN A W EST SHEAR WALLS ALL PANEL EDGES WEST SHEAR WALLS DRAWN SHEET WEB B SCALE: 1/8"=1'-0" S C3.3 SCALE: 1/8"=1'-0" REVISIONS BY HOLDDOWN TABLE Page 15 of 74 MARK HOLDDOWN STUD(S) OR __�,l_� I (SIMPSON} FASTENERSPOST ANCHOR a,,F S le1rt.Mt ti• Y.4"�t•#•Y. Oi HDU2-SDS2.5 (6) 1/4 x 2 1/2 SDS (2U0,1 0 6 SSTB16 O HDU2-SDS2.5 (6) 1/4 x 2 1/2 SOS (2) 2x6 5/80 A307 THREADED ROD £L.IQ.S UNO SEE 4/SC5.0. FOR TYPICAL i -.-- —— I CAPACITY HDU TIE BETWEEN FLOORS SEE SIMPSON CATALOG HDU2-SDS2.5 3075 LB C-C-2021, P. 53 I I I I Ei 0n I I 1 I 4_— ( O ( ct.tss o0-1 ri SLopet• La.q I RoLLA•BLG• ^ !�� 5 1st. el• •231.K Nt.27 i R¢Fotb_cop r lu�Tc ( I A Cn E-1 I� i Axa • eI I o A w � . _ . _ . _ . _ . _ . _ . _ . _ . _ �. _ . _ . . _ . _ . _ . _ ._ . _ ._ . _ . _ . _ . _ . . . A. o 0 0 E-1 B SOUTH SHEAR WALLS w .� 0 SCALE: 1/8"=1'-0" GRID --- --6 LB/FT �-' •\ O • WIND —tl tl tl N II , N •N tl tl N I, tll tl tl ROOF Dr !"____:"____,. ,'W'_'. , I�-I ROOF D� RR= 1987 L6 19.5 LB/FT-2 ROOF U ii Ntl e • e tln u i�- p ! �! p�-Cp 19.5 LB/FT-2 ROOF I I LW=39.33 LB n n tl N tl N N N N tl . IN NI n N N 0 VW= 51 LB/FT 16.33/2=8.16 FT'2 344 LB/FT I n N N N n N tl II ill 1! II II n 16.33/2=8.16 FT'2 344 LB/FT 159 LB/FT 1720 LB I N N u N II II N Dr=795 LB vw=51 LB/FT _ /� 759 LB/FT 11810 LB F=1751 LB F=255 LB ..+.,�' .�.��• . •��•�,' r� ,_,. •�.��. Dr=5458 LB vw=51 LB/FT WIND rIl Dr WIND II I---� 43.00 I W • • e \ Dr w 0 OTM RM I All: , U=1720 1 3/4"x7.25" 2.50 CliN 2.6E-29QOF 4300 795 =Dr 1,=====v.. ..t..=, 2x8 STUDS APA EWS'LVL F=255 1650 =Dw 12-0 t O 24"OC WALL Ow O ?�4"OC 2000 2x BLOCKINGAT GARAGE LI 2445 ® I 16.5 LB/FT-2 0' 5100 2.50 I DOOR BEAM LEVEL a 584 FT-2 (1SW15 8 i LB • ALLw oT0 9400 6113 .o 11 SW14I ''LL 9636 LB M /FF'2 o _6 —6 =FS 2 8 SfUvp o; 100 FT-2 DASD I N 01 24" OCC 1650 LB N 5640 -3668DA D __ I_ U SDP I DOOR 34.33 34.33 z o (0.162x3 i/27 I �GRADE�- STEMOWALL REDUCTION I � • _ _ _. _. _. _ _. —. _ 33.50 �c 2 a ALLOWABLE STAGGERED 12" ^ E SHEAR OC w/(2) NAILS I T W w �`2.505.00 ! 3" FROM EACH GRADE 5.00 TOP OF 17.17 W �. c 0i. 4.17 O END — • — •— •— • — NV I WAREHOUSE I OTM I I RM I z o K LY .m C T — . CONCRETE C (, Q O a� FLOOR SLAB U=11810 m m c� r. a 2 T= 473 LB ASD J I Z t 17.17 W LLi v F- 1' =Dr o 0 �1 7/16" MIN. SHEATHING 10d STEM WALL STEP IN STEM WALL F=TEP IN 17519636 =Dw ; o>¢a00 O �3 (0.135"0x3' RING-SHANK O 6' �1 7/16" MIN. SHEATHING tOd 17_00 15094 m r 0=v 3 0 135"0x3") RING-SHANK O 6" 29767 17.t7 U 0 0_0`In 3 OC EDGES & 12"OC I 5'-0" I 3'-8" I MAIN WALL FRAMING PLAN 232545 259164 OC EDGES & 12" OC INTERMEDIATE SUPPORTS. BLOCK INTERMEDIATE SUPPORTS. BLOCK TO ALL PANEL EDGES ALL PANEL EDGES ASD '6 —6 =� DATE 1.25.2022 5-O" I 3-8" I FOUNDATION 139527 -155498 SCALE AS SHOWN SOUTH SHEAR WALLS T= -477 A SHESD SHEETET 1 WEB 7 A0 T= -33.53.5 NO REQUIREDHOLD N SCALE: 1/8"=1'-0" SC3.4 REVISIONS BY Page 16 of 74 .26'1 .a 41, r 1 ,� I II 0..,.s, ti.x56 r 1,2 4' +23'' I d• •z54.6 1 I.- .. J -�-- 22 2e oP • 251.fj '. LQ;DE•Su RCAeE ' • - ou5� lo' ZSD.e� ; :• I �. cn GL. O 4l. cz�. � G. - Gl. Gl. bl. 6L. 8 Ejj / CL 6l. —f — 1 /. 12 191 12 0 �y 1 1 ::k j u tci 7 - I +i 1.+.1 11SW161 "� � 2SW21 I \ 1 I 11sW1: 1.' • EY. r ,,v , .1 / •::' \ I i • ffy •t \ GL.06l. •'� GL. �_ .� P 11swi9 11 �0 4 L 4L. 1 i••ti �1�W21 Ax 11 • 11 I 1 i j :� x a o 1� _.. I / , . •." 1 a 1 0g e ECn .SC2.5 SC2.5 = Q W W _ �CXX f �� // BLE TRUs� V� � -4=—= • .� 44 / \�/ — NUS \ ��/ — �\til i �_—= \� =^� Uy ''�`��\\ 1 i Ititw 1-4 - -- -- -- T i 1 \ 111 1 i � i ow WINDOW WINDOW 1 \ / / I 1 WINDOW I 12SW191 WINDOW �2 WINDO `\ 1 3/4%7.25' 4 . Aa I I ®1 6"bC 2.0 E29 OEAPA 1 3/4"x7.. 2.0E-2 W9 Q616 STUDS 115W161 6•24" 0 0 2 ES AIL I I /\ , 12SW211 0 24' 1 ® [ism 11 I I 1 1 / \I �s 1 I 1 4 a 1 I I WINDCIW WINDOW I 0 4 1', I I I I 1 191 11 W DI NINDO m I Q f=� 11 I I I aI c� f==� I 1 All— w w 1 r —• 1 _• 1 I z � ---1c ¢ 0• m 0 ® aft DATE 1.25.2022 ® SCALE AS SHOWN EAST SHEAR WALLS DRAWN WEB A SHEET SCALE: 1/8"=1'-0" S C 3,5 i REVISIONS BY Page 17 of 74 ROOF DC ROOF DC ROOF Dr 19.5 LB/FT-2 ROOF II 19.5 LB/FT"2 ROOF U 19.5 LB/Fr-2 ROOF U GRID iW 2.0/2=1.0 FT-2 344 2.0/2=1.0 FT-2 344 2.0/2=1.0 FT"2 344 20 LB/FT 1720 LB 20 LB/FT 3382 LB 20 LB/FT 2164 LB WIND Dr= 100 LB =27 LB/FT Dr= 197 LB vw=27 LB/FT Dr= 7 26 LB vw=27 LB/Fr RR=571 LB F=135 LB - F=265 LB - F=170 LB RL=34.09 FT Dr Dr Dr vr= 17 LB/Fr � / WL=21.12 FT \ �' vw=27 LB/FT 1 3 4 z7.25' WALL Dw 2ir8 STUDS OTM RM 2'OEjll-R900� 3/4'x7.2�' \ I I I I APA YENS L 16.5 LB/FT-2 O 16'QC U=1720 O 2�4"0C 126 FT-2 'AE 90 EWS VL WALL Dw 2.50 L'J I°TM I I RM I 2079 LB O 24' 0 I 011441 I RM 16.5 LB/FT-2 • 0 4300 100 =Dr itfWEE U=3382 El 85 FT"2 U=3.15 Cn F=135 1403 =Dw WALL Dw 4.92 (2) LVL NAIL-LAM ME1 3.15 VL 1403 LB 17.00 1603 16.5 LB/FT-2 0 16639 797 =Dr w/(2) ROWS 16d o 6817 192 FT'2 o GALV. COMMON 0 2079 =Dw il!mi 2295 2.50 3168LB N F=2653168 =Dw (0.762x3 1/27 F=170 SDPWS TO 6595 3758 LI 20_00 3365 STAGGERED 12"OC 20_00 2205 4.3.4.2 AND -6 .6 =FS (2) LVL NAIL-LAM Ow 5300 4.92 w/(2) NAILS 3" r 3400 3.15 h/bs 3957 -2255 w/(2) ROWS 16d 27939 16556 FROM EACH END 10217 6946 > 2:1 GALV. COMMON ASTO p -6 .6 =FS 0.SD -6 _6 =FS (0.1251.25s 3.40) 4x6 `, 4x6 T= 1702 (0.162x3 1/2') 13163-9934 SDPWS 6130 -4168 Z 4.18 STAGGERED 12" OC 4.3.4.2 REDUCTION 0.82 w/(2) NAILS 3' T= 3229 >281 T= 1962 O ALLOWABLE 1 5.00 I T=407 LB ASD FROM EACH END I // 9.00 1.25- SHEAR 2.50 5.46 (0.125.3.18) O C 4.18 T 0 I I '.9.83 T=359 LB ASD 0.85 T=359 LB ASD REDUCTION W 4.92 04 ALLOWABLECip O C 9.00 I, SHEAR 1 3.15 / Q1 7/16' MIN. SHEATHING 10d EI O (0.135"0x3") RING-SHANK 0 6' T C T OC EDGES & 12" OC INTERMEDIATE SUPPORTS. BLOCK 11 ALL PANEL EDGES a' O a P. A W HOLDDOWN TABLE Wcf) * 1 MARK HOLDDOWN FASTENERS STUD(S) OR ANCHOR C (SIMPSON) POST C E (26EA1 HDU2-SDS2.5 (6) 1/4 x 2 1/2 :0S ST SHEAR WALLS - /4 z 2 1/2 DS (2) 2x6 5/80 A307 THREADED ROD r' W UNO SEE 4/SC5.0. FOR TYPICAL �.L� CAPACITY 'HOU TIE BETWEEN FLOORS SCALE: 1/8"=1'-�" HDU2-SDS2.5 3075 LB SEE SIMPSON, CATALOG ROOF ROOF Dr 19.5LB/FT-2 ROOF U LB/FT-2 ROOF U O1 ROOF Dr 2.0/2=1.0 FT-2 344 LB/FT 2.0/2=1.0 FT-2 344 LB/FT GRID 19.5 LB/FT-2 ROOF U 15�6 L 20 LB/FT B 20 LB/FT 967 LB 2.0/2=1.0 FT-2 344 LB/FT Dr=92 LB vw=77 LB/F. Dr=56 LB 20 LB/FT 4324 LB vw=77 LB/FT WIND r- F=353 L8 F=216 LB RR=571 LB Dr=2511 B vw=89 LB/FT II Dr II I pm I RM WALL Dw Dr RL=38.26 FT F=1119 LB GRID T 1 Rke STUD4 16.5 LB/FT 2 1 I OTM I RM O `,/ 24" OC U=1576 vr= 15 LB/FT Dr ~) p 24 , I 26 FT-2 U=967 WIND w WALL Dw I 2.29 429 LB I I 1.41 WL=7.39 FT ROOF Dr RR=561 LB r 19.5 LB/FT-2 ROOF t! I owl w 2322vw=77 LB/FTRL=38.38 FT 16.5 LB/FT'2 I I 92 =Dr �'!r� 1363 56 =0r WALL Dw o F=353 I I 0 F=216 2.0/2=1.0 F-2 344 LB/FT 16.5 LB/FT-2 \2x8 STUDS U=4324 vr=15 LB/FT O 528 =Dw SDPWS 429 =Dw O 16" OC WL= 6.29 FT 32 FT"2 20 LB/FT 2208 LB 6.29 °' 9.09 4.3.4.2 O1 9.09 Dr-251LB 201 FT-2 528 LB2 I/ I 2) - 620 h/ba 2 2 - 639 vw= LB/FT 3317 LB / o0 27198 251 =Dr vw=89 LB/FT x• Ow x6 3209 2.29 ( I Dw I ) 1963 1.41 F=571 ® 8 F=1119 3317 =Dw > 2:1 I TO 5531 1420 1.25- 2x• ,� TO 3326 1879 Dr I I I AND -6 -6 =FS (0.125.3.23) ASD -6 _6 =F5 16.00 3568 17904 6.29 L. 1 4.58 3319 -852 0.85 �1 2.811` 1996 -1127 2.29 REDUCTION 1.41 \ _ 2.70 _ 2467 ALLOWABLE 1.99 869 \ / Dw TO 45102• 22.63=FS © C I © T 2.70 SHEAR © C T © T= ASD - 1.99 \ / 27061-13466 T=640 LB ASD T=437 LB ASD 13595 Ilf Bf \N I DIM I RM 2x• 4x6 T= 11.74 z 37 LB/FT-2 37 LB/FT-2 SN"S U=2208 8.5/2=4.3 FT-2 8.5/2=4.3 FT"2 0 °" �r 3.21 1 12.571 T=1158 LB ASD 7591E/FT 159LB/FT WIND RR=571 CD Df=560 LB WIND RU=754 7088 II 6.29 © vw=232 LB FT Df=591 LB WIND WALL B/ 251 =Dr © 11.74 © w LB/FT F=817 LB © 232 LB/FT F=863 LB RU=754 LB WIND RT=1325 16.5 LB/FT-2 ZS m F=571 2112 =Dw C T WALL Dw Dr © I OTM I I RM I WALL Dw r Dr ,, 0 I OTM I I RM I yr+vu=78='7.00 LB FT 128 FT-2 O1 19.94 2363 16.5 LB/FT-2 I pf I 92 =Dr 16.5 LB/FT2 I Df I 56 =Dr / ,Owl 11386 3.21 37 LB/FT-2 C�c 2112LB 35 FT-2 528 =Dw WL=5.71 FT 18474 7585 8.5/2=4.3 FT-2 z LU 40 FT"2 I Q I 429 =Dw vw=232 LB/FT AND -6 _6 =F5 LB/FT W c o E E I 578 =Dw 578 LB ® 560 =Dr 660 LB 591 = 11084-4551 pf=5g159LB ©w=232 © W W a M o SDPWS I I o 877 1758 SDPWS I®^'m o 863 1736 __ 6533 ^ F=105 LB WIND RR=571 W 4.3.4.2 0 10.00 1.76 4.3.4.2 dWALL Ow �, o h/bs p g77p 3094 h ba 10.00 1.86 T Dr WIND WIND RU=754 z E I / I/I ( 8630 3229 5'S9 16 5 LB/FT"2 II pTM IOTMI I RM I RU=754 LB WIND RT=1325 0 Q O y > 2 / T°-.6 _6 =FS > 2 Dw TO-.6 _6 =FS 1.25_ ASD- ASD- (2 2) T=1169 LB ASD 40 FT-2 ®�� I N 251 =Dr RL=17.00 Z t m M Z or 0.125.2.84 2x• I'� \\I z6 4902 -1856 ( 1.25- ) (2 I �I 2 5178 -1937 2x• x6 660 LB "' / W o W X Q°°.� ( ) 0.125.2.69 2x• I I 331760 -�w yr+vu=78 LB FT v F-r� c 0.89 3046 0.91 I (2 pw 4x6 591 =Df WL=12.57 FT J_`- O S REDUCTION 1 3.52 I` T= REDUCTION 1 3.721' J T= 3241 'L 6.42 1 2x° 4819 vw=232 LB FT >¢CO O ALLOWABLE 7.76 2.70 ALLOWABLE 1.86 2.90 3.21 �,6.29 12.57 5.29 6.29 -'.� O 2 v 33 UD Rad�3 SHEAR O C 2.70 T O T= 1128 LB SHEAR O C 2.90 T O T= 7118 LB ASD O C 5.59 T O O G 11.74 T O TO 8630 30312 1128 LB 1118 LB ASD-6 .6 =FS DATE 1.25.2022 640 437 T=-1108 LB 5175 -18187 1158SCALE AS SHOWN T=1768 LB ASD T=1555 LB ASD T=1158 56 -13009 LB ASD T= EAST SHEAR WALLS 11.74 DRAWN WEB A SHEET SCALE: 1/8"=1'-0" S C 3.6 REVISIONS BY Page 18 of 74 (9) SIMPSON L90 O 24'OC w/(12) 0.148x1 1/2' ROOF r SIMPSON WSNT1212SG SCREWS O 6'OC r • HATCH I • )�1 h--111 h--1 A I--->�A F--1 A F-7111 F--1 A F--1 A h--'�11 F--1 A r-1 II I---III F--i A 1-71 R LA II h -11 F--li I--1 II h--III 1-.1 A F--1 II F--1 It- rr* I; /�� /�a iii /I iii /%r /i�iii /f /f iii /%iii a ii /%I iii //"; /i� ,friII /i� /%I a n //h°i /f /��rii �/iii /��III GABLE I 1 / I„/ YV YI//IYLJJ /% I„/ YI/;/ YII/ YI;i IYI/;/ YI Y\ I,i nr'� nrr'� urn- uk nt'- nr riguricna rn n i u / n / 1 u in�y ---y --�y --�y --�y t,--�y tr--�y t'--�y R--�y --�y r<--ay --� t---ay�--�y��-�,y G-'�y�--a� ALIGN TRUSS ON TOP OF WALL I 43.00 - TTRUSS A f OTHER I - SC5. SIDE- I TYPICAL I TYPICAL V L SHEAR .. PANEL SHEAR ooeoom PANEL 12'_0"tF-- ,, Z 2x BLOCKING AT GARAGE © DOOR BEAM LEVEL 01 - _ _ _ A 11 I WAREHOUSE n `- - - - __� r' STAIRS 1 0 E w E_1 a IM A x CA 4� �__� 38.50 �� CI' W A 1-4 I I I I I Lil LI� Cn , E HOLDDOWN TABLE 0 '4 w \ YMARK (SIMPSON)OWN FASTENERS STUD(S) OR POST ANCHOR w O yy O HDU4-SDS2.5 (10) 1/4 x 2 1/2 SDS (2) 2x6 �� UNO SSTB24 W CAPACITY a? HDU4-SDS2.5 4565 LB PA<11 33.82 W ROOF Dr ROOF U GRID 17.41 16.41 ROOF Dr ROOF U GRID 19.5 LB/FT-2 19.1 LB/FT-2 ply 2 2 19.5 LB/FT-2 19.1 LB/Fr-2 2.00 FT-22.00 Fr2 SEE ABOVE FOR DRAG TRUSS 8.71 8.21 33.82/2=16.92 FT-2 16.92 FT-2 8 39 LB/FT DEB FT44 Dr=488 LB �,_416 LB FT / RR_WIND 330 LB/FT -[B/� WIND - 71 LB WIND Dr=12705 LB yw=89 LB/FT RR=2108LB WIND w F=5196 LB RR=5196 LB RR=4625 LB F=4095 LB - RR=4095 LB O Dr WIND RR=1987LB Dr / WIND / RL=32.00 FT / vr= 162 LB/FT ` / WL=12.50 FT , , vw=416 LB/FT ' V I OTM 1 RM OTM I 1 RM WALL Dw 01 U=475 8 U=12436 13.5 LB/FT-2 ® 6.00 WALL Dw 0 13.5 LB/FT-2 I1 SW26�.... 19_9 244 FT-2 '" 4864 488 =Dr 239393z .. F=5200 751 FT-2 ; . 11207.160359===Fsg r 3294 LB = 3294 =Dw 10139 LB O1 F=1 119 w (7 19_50 3782 19_50 Dw \ 101400 6.00 Dw 21821 9 i \, 106264 22692 TO .6 .6 =FS TO 261214 47 ASD - ASD _6 U E /� , 63758 -13615 156728 -263848 o i \ T= 50143 _ T= -107120 Cr LLi \ 1 1.66 -' 37.67 LL l W 0_ M o LLJ F. 0. r. o (2) 2x6 �', 4x6 T=4300 LB ASD T=-2844 LB ASD Z E ° rn cc N 1 12.50 I, 38.50 NO HOLDOWN 0 C 0 m 8.00 19,p8 REQUIRED Z a� . r\ti © 11.66 © 1 . LLjv�� m C T 37.67 T J p 8g7 c Q m o El 7/16' MIN. SHEATHING 10d ' ' , (0.135.0x3") RING-SHANK 0 6' 01 7/1 MIN. SHEATHING (�p cc,T.,i-OC EDGES & 12' OC (0.135'0x3') RING-SHANK 0 6' INTERMEDIATE SUPPORTS. BLOCK OC EDGES & 12' OC DATE INTERMEDIATE SUPPORTS. BLOCK 1.25.2022 ALL PANEL EDGES ALL PANEL EDGES SCALE AS SHOWN WAREHOUSE INTERIOR WALL WAREHOUSE INTERIOR WALL SHOWN WEB B A SHEET(� SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" V V�. REVISIONS BY HOLDDOWN TABLE Page 19 of 74 ' , __T'T-•_'_-___ I emu" MARK HOLDDOWN FASTENERS STUD(S) OR ` (SIMPSON) POST ANCHOR Willin PR. An_. _.�- -.i _--- _''' !,_ i_,; 1_-- _ -_ s- _ _,'�__ _. _7__ p. _ _ -.;R .� O7 HDU2-SDS2.5 (6) 1/4 x 2 1/2 SDS (2UNOx6 SSTB16 a "• _ L' - BEAM / �2 HDU2-SDS2.5 (6) 1/4 x 2 1/2 SOS (2) 2x6 5/80 A307 THREADED ROD I I / I I UNO SEE 4/SC5.0. FOR TYPICAL HDU TIE FLOORS � LA CAPACITY SEE TIE BETWEEN CATALOG I /�� 3 HDU2-SDS2.5 3075 LB C-C-2021, P. 53 I'i" I" - SW 3� l Y�e OFFICE I /112'-0'f\ 2x BLOCKING AT GARAGE DOOR BEAM LEVELrin BEAM BEAM 1\I I II WAREHOUSE \1 iII f, I 1 1 � ?� III 13o3 I EI I 3 3 3 (/) a `� o IT§W 7 III SW2 I SW31 I OFFICE .4 I • DOOR III I I E, /II III VW A � 1 I ELEVATIONCn ' --JJ ii a o Aa 3 IJ' 4.1 '� o Z PARTIAL PLAN AT MAIN FLOOR IL= 0 '14 W CD Cn W o ROOF Dr ROOF ROOF Dr ROOF U w ROOF Dr ROOF U N 19.5LB/FT'2 19.1 LB/FT-2 �f_ 19.5 LB/FT-2 19.1 LB/FT-2 3 19.5 LB/FT-2 19.1 LB/FT"2 GRID Qi 33.46/2=16.73 FT-2 320 LB/FT 31"0 33.46/2=16.73 FT-2 32018/Ff 0 33.46/2=16.73 FT-2 320 LB/FT O 326 LB/FT 1920 LB I 326 LB FT 8000 LB Dr= 1956 LB LB/FT LB/FTB4147 LB vw=75 LB FT Dr=8150LB I Dr=4225 LB vw=75 LB FT EISMIC r, F-462 LBI F=1925 LB vw=75 LB/FT F=972 LB RR 7 124 LB WINO W I� Dr ,I I OTM I I RN' Dr I �� 10TM RM RR=2108 LBRR=3232 LB I OTM I I RM 1 U=1920 I I RL=43,00 FT ~+ WALL Dw I 0 / I 3.00 I U=8000 U=4147 W 5760 WALL Dw ❑1 12_50 ❑1 6.48 yr=75 LB/FT 16.5 LB/FT-2 I ® I m 1956 =Dr 16.5 LB/FT-2 100000 WALL Dw w o F=450 908 -Dw o 8150 =Dr I 16.5 LB/FT-2 ® 26873 4225 =Dr WL=43.00 FT 55 FT-2 9.09 227 FT-2 \ F=1875 3746 =0w I 118 F-2 o F=972 1947 =Dw vw=75 LB/FT O 908 LB I I - 2864 3746 LB 9.09 4x6 - Owl/ x6 4091 9.09 11898 1947 LB 6172 �� i / 3.00 Dw �� 17044 12.50 Dw 8835 6.48 9851 8592 TO 117044148700 i 35708 39995 ASD _6 .6 =FS 'r Dr TO _6 _6 =F5 / TO _6 _6 =FS 1 6.00 1 5911 -5155 2240 LB 25.00 4877 LB ASD 12.96 ASD 3.00 12.50 70226-89220 / 21425-23997 5.186.48 0 © T= 756 24.18 T= -18994 I 12.14 , T= -2572 ' C T 5.18 C Dw Dw T 24.1 B C T 12.14 T=146 LB ASD 62 F'f"'2 136 FT-2 T=-786 LB ASD T=-212 LB ASD GRID 1023 LB 2244 LB NO HOEDOWN NO HOLDOWN O Di Do Di REQUIRED REQUIRED z 3 LB/FT-2 DO LB/FT-2 37 LB/FT-2 37 LB/FT-2 WIND RR=3232 1.5=1.5 F2 1.5=1.5 FT-2 1.5=1.5 FT-2 1.5=1.5 FT-2 SEISMIC RU=1980FT-2 56 LB/FT 56 La/FT 56 LB/FT 56 LB/FT WIND RT=5212 (I) Df=336 LB Df=385 L� Df=838 LB Df=726 LB RL=43.00 U.I © _vw=128 LB/FT vw=128 LB FT _ - 1� F=768 LB / F=881 LB . vw=128 LB/FT F=817 LB vw=128 LB/FT vr+vu=121 LB/FT F=1659 LB d Dr I OTM I [RM I Dr OTM RM OTM RM WL=40.80 FT E Dr Of I © 1956 =Dr I Df I 2240 =Dr III Df I I I 4877I =Dr Dr /I I OTM I RM I vw=128 LB FT Z o 908 =Dw 1023 =Dw 4225 =0r LLI 2244 =Dw 1947 =Dw c 2 0 ❑1 I 990 =Dw I ❑T I 1139 =Dw III ❑1 2475 =Dw I 578 =Dw w W M o WALL Dw 1 336 =Df WALL Dw 385 =Df WALL Dw 838 =Df WALL Dw 726 =Df uJ c 16.5 LB FT"2 mum': W 60 L13/ I o 768 4190 16.5 LB/FT 2 0 881 4787 16.5 LB/FT-2 III I o 817 10434 I Z E .m ® 16.5 LB/FT-2 SW31 rn 0 10.00 3.00 69 Fr'2 I o 10.00 3.44 150 FT-2 0 0 1659 7476 tr 960 LB /Ow I 7680 12570 1 139 L8 I o - = 0 10.00 7.48 130 FT-2 0 10.00 6.48 (7= Q O m _ _ 8810 16467 2475 LB III Dw 8170 78046 578 LB I 16590 48444 z L m<"�T ASD 6 -7542-� TO '6 .6 =FS TO-.6 _6 =FS Dw TO-.6 _6 =F5 �LI w ~m 4x. / x6. 46084x 5286 -9880 III �D 4902 -46828 I ASD- 0 O a x6 4x• x6 4x• I x6 9954 -29066 J c 2 m O p Q l 6.00 1 T= -2934 -4594 �\ -32164 V _°�-� -+�D 5.18 1 6.881 T= l 14.96 "`!, T= l' 12.96 ! T= -19112 Q 2 r- 3.00 5.18 T= -566 LB 3.44 6.06 6.06 7.48 12.14 6.48 12.14 U O 0.a h C T 11)C T T= -758 LB 0 C 12.14 T O T= -2649B 0 C 12.14 T O T= -1574 LB DATE 1.25.2022 -566L8 -758 LB NO HOLDOWN -2649LB NO HOLDOWN -1574 LB NO HOLDOWN 640 0 REQUIRED 0 REQUIRED -212 REQUIRED SCALE AS SHOW T= 640 LB ASO T= -758 LB ASD T=-2649 LB ASD T= -1574 LB ASD DRAWN WEB A WAREHOUSE INTERIOR WALL SHEET SCALE: 1/8"=1'-0" S C 3.8 2 REVISIONS BY N TABLE Page 20 of 74 MARK HOLDDOWN FASTENERS STUD(S) OR (SIMPSON) POST ANCHOR - STAIRS NOT I, 0HDU2-SDS2.5 (6) 1/4 x 2 1/2 SDS (2) 2x6 UNO SSTB16 SHOWN OFFlCE LUNCH ROOM - O HDU2-SDS2.5 (6) 1/4 x 2 1/2 SDS (2) 2x6 5/80 A307 THREADED ROD 1' -. -• • •, ,-,-•-•-•-• UNO SEE 4/SC5.0. FOR TYPICAL - COLLEC Q WAREHOUSE HDU TIE BETWEEN FLOORS CAPACFIDU2-SDS2.5 3075 LB ITY SEE SIMPSON CATALOG TRUSS C-C-2021, P. 53 ce p 3 o-' PARTIAL PLAN AT UPPER FLOOR E STAIRS NOT T/1 SHOWN Vl K �1 o O � DOOR , I MCI �\�O I i DOOR r DOOR T MECH .-i WAREHOUSE 11a 3 3 U o ENTRY PARTIAL PLAN AT MAIN FLOOR O Cn a o1.4 / .------'------------------ (7) SIMPSON L90 O 24' OC � F="1 w/(12) 0.148x1 1/2' /1 -10d (0.135'0x3' RING-SHANK 0 6'OC A x LENGTH OF TRUSS _ O � Who = DRAG TRUSS (COLLECTOR) )//� j/] ,-,....- 0� � e w � � �' AL1GN TRUSS ON TOP OF WALL V 1 '� F+1 1562 LB w � z W w U h=•1 ROOF Dr ROOF II is1 Ww 19.5 LB/FT-2 FOR DRAG TRUSS GRIDCD 2.00=2.00 FT-2 344 LB/FT SEE ABOVE O 39 LB/FT 4616 LB Dr=523 LBvw=116 LB FT F=1557 LB WIND w Dr OTM RN RR_514 LB RR=1562 LB �- RR= WIND LB WIND 11 /- I U=4616 WIND WALL Dw ❑1 % I I 6.71 RL=38.67 FT r� 13.5 LB/FT-2 ( W I 30973 523 =Dr yr=40 LB/FT PL1 122 Fr-2 9 F=1557 1647 =Dw WL=13.42 FT o 9.09 1647 LB I 2170 vw= 116 LB/FT 4x6 Ow *6 14153 6.71 1 TO 45126 14561 I ASD _6 .6 =FS V 13.42 �J 27076 -8737 6.71 12.60 0 C T 0 T= 18339 12.60 T=1455 LB ASD FLOOR GRID TRIB. 6.167 9.5 Di 8.71 4.5 2 2 O 2 2 37 LB/FT-2 2 2 37 LB/FT"2 2.71 Z.5 37 LB/FT-2 LL��w 4.36 2.25 = 6.61 FT'2 4.36 2.25 = 6.61 FT-2 WIND (7 3.08 4.75 = 7.83 FT'2 •��z3 245 LB/FT 245 lB/FT RR=754 L8 WIND Df=3892 LB LB/FT290 U Df=1061 LB Df=1306 LB RU=644 LB �=1398 LB w vw=128 LB/FT vw=128 LB/FT 0 .; V. F=768 LB I F=554 LB vw=128 LB/Fi F=682 LB SEISMIC WIND RT=5212 -.E. © OTM RN Dpfr I I I I pf ;I I OTM I I RM I I\\ Df I I OTM I I RM I vr+vu=1R21 4LB/Ft Z o I 523 =Dr 1647 =0w /II WL=40.80 FT CCc o WALL Dw a ❑1 I 1647 =Dw I 0 581 =Dw I]7 743 =Dw vw= lB/FT LL1 W p 13.5 LB/FT-2 � 3892 =Df WALL Dw I .'.3 I 1061. =0f WALL Dw I I 1306 =Df W m 122 FT-2 I I o 10 00 6.71768 9 I 13.5 LB/FT"2 I I o 10 00 2 554 7 72 13.5 LB/FT"2 I o 60.00 2.67 C7= Q O y 1647 LBTO 43 FT"'2 0 _ _ IDw I 7680 51727 I 581 LB I Dw I 5540 3563 55 FT'2 �\ 6820 5471 z m�"�2 m ASD_6 -6 -� TO ASD_6 .6 =F5 743 LB I / I TROD_6 .6 =FS LLl o W k¢ip 4x• I I 4608 -31036 I 3324 -2138 _ x6 4x6 ,I 4x6 4z• I 4x6 4092 -3283 J c ¢m Q p.v ! 13.42 /. T= -26428 q 4.33 1 T= 1186 1 5.33 1 T= 809 �.� p= 3 O 6.7W 12.60 O 12.60 2.17 3.53 2.674.52 4.52 c.)O 2 a C T T= -2097 LB O C 3.53 T O T= 336 LB 0 C T O T= 179 LB -2097 LB DATE 1.25.2022 1455 SCALE AS SHOWN T= 1455 LB ASD DRAWN OFFICE INTERIOR WALLS SHEETWEB SHEET A SCALE: 1/8"=1'-0" S C 3.9 REVISIONS BY HOLDDOWN TABLE Page 21 of 74 MARK HOLDDOWN FASTENERS STUD(S) OR ANCHOR (SIMPSON) POST 0 HDU2-SDS2.5 (6) 1/4 x 2 1/2 SOS (2UN0 6 SSTB16 O HDU2-SDS2.5 (6) 1/4 x 2 1/2 SOS (2) 2x6 5/80 A307 THREADED ROD UNO SEE 4/SC5.0. FOR TYPICAL CAPACITY HDU TIE BETWEEN FLOORS SEE SIMPSON CATALOG HDU2-SDS2.5 3075 LB C-C-2021, P. 53 STAIRS NOT SHOWN \ w MECH = 3 aU HALL U o ENTRY cc � � i WAREHOUSE DOORirg \ iii - & WINDOW uN r PARTIAL PLAN AT MAIN Fl 00R Z Cn 0 Y J N 1.4 NE / , A � AW 13.4 ii 2x10 BLOCKING AT TOP OF WALL w/10d RINGSHANK 0 6" OC BOUNDARY A NAILING, SHEATHING TO BLOCKING 2x10 BLOCKING AT TOP OF WALL Cn w/10d RINGSHANK 0 6" OC BOUNDARY W NAILING, SHEATHING TO BLOCKING Cl) F+i 3 U UPPER OFFICE O WAREHOUSE 0 Z NXNXIIXNXNXNXN 8 y N 9 NXNXNXNXN NXNXNXNXN NXNXNXNX, �,( \ W � W w II PLI OPENING TWT � \N V w w 0 FLOOR TRIB. 6.167 10.833 .Qf 4.0 14.0 Of 2 2 37 LB/FT-2 2 2 37 LB/FT-2 GRID Z 3.08 5.42 = 8.50 FT-2 _I 2.00 7.00 = 9.00 FT-2 O 315 LB/FT 3 1 333 LB/FT 0 (n Df=3859 LB Df=7326 LB 111 / o SEISMIC vw=46 LB FT F=564 LB vw=46 LB FT RU=644 LB -WIND F=1012 LB RU=915 LB RT-1559 LB � pf arm RM - Df arm RM WIND a WL=34.25 FT �j 1647 =Dw I c W vw=46 LB/FT c a o E WALL Dw I ! I1II 2WDw 173 646 T= -61882 .�_p 2 v 6.13 12.60 11.0 21.23 VO �a4�n 11.43 T= -2331 LB ASD 21.23 T= -2915 LB ASD C T NO HOEDOWN C T . NO HOEDOWN DATE 1.25.2022 REQUIRED REQUIRED SCALE AS SHOWN OFFICE INTERIOR WALLS DRAWN WEB SHEET A SCALE: 1/8" c=1'-0" C3,1 0 REVISIONS BY el Page 22 of 74 FOR INFORMATION NOT SHOWN SEE DESIGNER'S DRAWINGS F .,,, ", rg _ _ Z 0 NE, _ Q vn Ax a - o z a o A FOR INFORMATION NOT SHOWN w °� U SEE DESIGNER'S DRAWINGS (1) SDS25800 © 24" OC rn c 8d COMMON (0.131 "x3") NAILS c © 6" OC TO 2x 10 _ 1 W 2 8d COMMON (0.131 "x3") NAILS © 6" OC TO RIM JOIST , 8d COMMON TOE NAILS 1 i "' t >f GYPCRETE (1) SIMSON A35 © 16" OC - s. " FLOOR JOIST TOP PLATES BEAM/COLLECTOR FULL WIDTH OVER w - . OPENINGS/WALLS o _ SIMPSON HANGER TYPICAL / 1 2x10©12" OC SC5.0 _ z 0 —Nr— 1 23/32" T&G SHEATHING, SPAN w RATING 48/24, EXPOSURE 1 0 I (CDX). SHEATHING TO TRUSS z o GLUED w/SIKABOND ULTIMATE c- a o GRAB OR PROJECT ENGINEER z E E APPROVED EQUAL & _ or .t y SHEATHING TO TRUSS z2m�,°.o, " SCREWED w/SIMPSON :cz WSNTL212SG SCREWS © 6" '> ,s 0 m o, 3 OC © EDGES & 12" OC Uo a a INTERMEDIATE FRAMING TYPICAL DATE 1.25.2022 WMAT UPPER FLOOR SCALE As SHowN DRAWN WEB SECTION SHEET C S4.0 SCALE: 3/8"=1'-0" REVISIONS BY SIMPSON 23/32" T&G SHEATHING, SPAN RATIMe /244, STRONG-WALL EXPOSURE 1 (CDX). SHEATHING TO TRUSS GLUED (WOOD) 1 '0 A307 FOR INFORMATION NOT SHOWN �- w/SIKABOND ULTIMATE GRAB OR PROJECT THREADED ROD SEE DESIGNER'S DRAWINGS. ENGINEER APPROVED EQUAL & SHEATHING TO • w/NUTS E.G. PARAPET AND CANT — TRUSS SCREWED w/SIMPSON WSNTL212SG SCREWS 6" OC © EDGES & 12" OC INTERMEDIATE --- SHEATHING0 . FRAMING TYPICAL AT UPPER FLR TYPICAL 0 . SIMPSON 8d COMMON (0.131 "x3") (1) SDS25800 © 24" OC 2x6 PLATE NAILS © 6" OC TYPICAL HDU2-SDS2.5 TO RIM JOIST F P.T. 2x6 i 2x6 PLATE En PLATE I I I 5/8"0 A307 P.T. 2x6 PLATE THREADED ROD 8d COMMON �� F L TOE NAILS i - '1 - - - - (1) SIMSON �� Z - A35 © 16" OC ` °' ,r FLOOR JOIST 0 - - - M CONTINUOUS • T E-� W- _ BEAM W ~BRIM �C E, 1"0 A307 THREADED —�� JOIST i TOP PLATES - � �C, BEAM BM 1/COLLECTOR C 1 A x ROD w/3"x3"x1/4" 1 FULL WIDTH OF OPENINGS/WALLS �'� a PLATE WASHER AT j a o BOTTOM AND NUTS. 7 SIMPSON a COUNTERSINK SIMPSON HANGER W i l w 0 SIMPSON LU28 TYPICAL OPEN o00o HDU2-SDS2.5 TYPICAL o A i POST 2x 10©12" OC 0 , DETAIL �-- D ETA I L (SHEAR TRANSFER) w F. 1 SCALE: 1 "=1 '-0" SCALE: 1 "=1 '-O" SHEATHING NOT SHOWN 5/8"O A307 SIMPSON HDU2-SDS2.5 THREADED ROD 2x6 PLATE W TYPICAL w/NUTS P.T. 2x60 ;:TPLATE POSTPOST PLATEfo,...________�� POST o o SIMPSON CS16x38" SIMPSON w/(1 1) 0.131 x 2 HDU2-SDS2.5 SIMPSON P.T. 2x6 1/2" EACH END TO �e HDU2-SDS2.5 PLATE _ POST. CENTER ON >C I '-', enJ` RIM JOIST. THREADED 1 JOIST , , x, FLOOR SHEATHING ROD I �Z I THREADED ,,1 I}} - 4x6 SQUASH ROD w CONTINUOUS BLOCK 4x6 SQUASH BEAM FIT SNUG BLOCK z e _/ --1.3-1 ... RIM - FIT SNUG > a. WWa SIMPSON w o 5/8"0 A307 THREADED JOIST HOEDOWN o o' SIMPSON -= Q o ROD w/3"x3"x 1/4" HOEDOWN W o W k¢ 2 PLATE WASHER AT -.. ,.„,o� 3 0 BOTTOM AND NUTS POST J POST Uo �aah� SIMPSON LU28 TYPICAL OPEN % I DATE 1.25.2022 D ETA I L —,\n, POST DETAIL FOR TYPICAL HDU TIE BETWEEN FLOORS SCALE AS SHOWN SEE SIMPSON CATALOG C-C-2021, P. 53 DRAWN WEB 4 SHEET SCALE: 1 "=1 '-0" SCALE: 1"=1 '-0" SC5.0 REVISIONS BY Page 24 of 74 2SW8 4x6--�-,� —4x6 OPEN RIM 2x6 STUDS JOIST © 24" OC d SIMPSON CS16x40" SIMPSON SIMPSON HDU2-SDS2.5 CENTER ON RIM JOIST BEAM SDS25800 w/5/8"0 MACHINE BOLT 2x6 PLATE END © 12" OC en P.T. 2x6 PLATE FLOOR SHEATHING • 1.• GYP CRETECn RIM JOIST I I — FLR JOIST 4x6 SQUASH •• ° JOIST HANGER BLOCK _ ° ° BEAM Z FIT SNUG = _ _ O A35 SIMPSON \ \ COUNTER SINK FOR • 2"x2"x1/4" WASHER • SIMPSON A SIMPSON DSC2L-SDS3 A x w/(24) SDS25300 • C!1 WSWH-TP 1 SW8 104' DADO TOP PLATE a a THICKNESS OF DSCL C-I W © PLATE 0 efi ( 1 ) DETAIL VWw SCALE: 1 "=1 -0" 2x6 PLATE w —�- SIMPSON P.T. 2x6 SDS w PLATE „Z w 0 - GYP CRETE 23/32" T&G SHEATHING, SPAN RATING 48/24, T-4„-. FLR JOIST EXPOSURE 1 (CDX). SHEATHING TO TRUSS GLUED ,,z:,;; w/SIKABOND ULTIMATE GRAB OR PROJECT a < JOIST HANGER RIM JOIST '- ENGINEER APPROVED EQUAL & SHEATHING TO ;=3u 't TRUSS SCREWED w/SIMPSON WSNTL212SG SCREWS 0 TOP PLATES - © 6" OC © EDGES & 12" OC INTERMEDIATE w BEAM FRAMING TYPICAL AT UPPER FLR TYPICAL R1 = 3434 LB BEAM z o SIMPSON HDU2-SDS2.5 SIMPSON w c wN...ram W G N. U DSC2L-SDS3 z= S ; 4x6 OR (2) 2x6 ADD-ON SIMPSON SW FASTEN w/(2) ROWS SIMPSON SIMSON STRONG WALL W m x o wQF-1, , SDS25600 AT 8" OC STAGGERED AND >R Q m°�.3 (2) EACH END /� Uo a a 3 DATE 1.25.2022 WSWH SIMPSON D ETA I L SCALE AS SHOWN 2 DRAWN WEB PERP. NOT SHEET SHOWN SCALE: 1"=1 '-0" SC5. 1 REVISIONS BY GYP BD - Page 25 of 74 FOR INFORMATION NOT SHOWN WOOD STRUCTURAL PANEL —�— SEE DESIGNER'S DRAWINGS. SHEATHING SHEATHING E.G. CANT AND OVER—FRAMING 10d RINGSHANK @ 6" OC (5)10d COMMON NAILS FLOOR SHEATHING 2x6 STUDS @ 16" OC SIMPSON WSNTL212SG SCREWS @ 6" OC & 12" OC GYPCRETE 10d COMMON 16d COMMON BOUNDARY NAILING (3) 10d COMMON F+ ,, NAILS @ 16" OC @ 6" OC TOE—NAILS EACH END (2) ONE—SIDE @ 6" rn 111111111111111 C OC COMMON [--4 ROOF BLOCKING SHEATHING N 1 — 2x10 RIM JOIST 10d RINGSHANK N-1, O ii NAILS @ 6" OC ---7—\ 4 -°�° ° 0 I �` SIMPSON A35 w �� / I 2x10 LEDGER a FLOOR JOISTS @ 16" OC 2x6 BLOCKING w/(3) 10d TO A cil TYPICAL STUD 2x4 BLOCKING A ,max GYP BD 2x6 STUDSi CI a NOT SHOWN @ 16" OC a" 1-4 LJ cnCno W GYP BD _1 1 > o A DETA I L (2) 2x6 BRACES 2 @32" OC w SCALE: 1 "=1'-0" 10d RINGSHANK � SIMPSON / 0 . . . . . i NAILS @ 6" OC A35 �� ,— GYP BD n NAILER TRUSS 2x6 BLOCKING TYPICAL PA r ° TYPICAL - 2x6 STUDS @ 16" OC W° FULL HEIGHT RECOMMEND —/\/___ ° ° TRUSS MFG. A35 FABRICATED BELOW ROOF (FRAME ONLY) L SIMSPSON PLAN SHEATHING _ H6 TO in > EACH STUD EDGE OF TO BEAM ROOF TRUSS VERT. AT 0 ° 07'� Z SHEATHING— SIDES NOT SHOWN ° LLJ SIMPSON w BOUNDARY ° 7/16" 4 1�� A35 TO EACH STUD 2x4 FRAME a li�.��ll Z o NAILS � ° ° ° $ -) FASTEN I w/6d Mil 2x6 PLATE FASTEN w/(2) ROWScr SHEAR PANEL ° ° ° GALV. COMMON SC5.6 10d COMMON STAGGER AT 16" OC EA. BOTTOM o NAILS @ 4' OC I Z s SHEAR PANEL TO _ II1IIIIIIIIII COLLECTOR/BEAM 6x ¢ o 2 TOP PLATES WITH III w� w�� (12) 0.131 x 1 1/2" �-� I SIMPSON SIMPSON §5 ¢o° SWHSW PANEL > ° ,i`0 O ° FASTENERS WSWH—TP Uo a a 1 '-101" 2 _ ELEVATION DATE 1.25.2022 FIELD VERIFY SCALE As sHowrr DETAIL (SHEAR PANEL) 1 D ETA I (BRACE AT TOP OF SIMPSON BEAM) DRAWN WEB 3SHEET SCALE: 1 "=1'-0" SCALE: 1 "=1 '-0" SC5.2 REVISIONS BY Page 26 of 74 / 1 C4.3 FOR INFORMATION NOT SHOWN . SEE DESIGNER'S DRAWINGS. E.G. PARAPET AND CANT i10d RINGSHANK BOUNDARY NAILING E-+ © 6" OC 2x NAILER 10d COMMON SIMPSON WSNTL212SG r' © 4" OC TO SCREWS © 6" OC © EDGES E—I - - — a o a o o — BLOCKING » & 12 OC INTERMEDIATE Z 10d RINGSHANK FRAMING EC NAILS © 4 OC { . I 1� w 2x6 BLOCKING TRUSS a E" A w TYPICAL TOP o CHORD A 1 a In SHEATHING a' a g cno � A Ak TRUSS = o Mr SIMPSON WEB w '-' TSP AT EACH TRUSS w U ,1 1-. -,i• \ --.L-:/--\i / -:-,--:i / , •• fr_. .... .... 10d RINGSHANK 0 Al fn� EA NAILS © 4" OC , '� SIMPSON X A35 AT o 24" OC TRUSS N TYPICAL BOTTOM CHORD SIMPSON SIMPSON 2x BLOCKING TSP A35 AT TOP TYPICAL z AT EACH TRUSS 24" OC PLATES 0 TYPICAL TYPICAL w 2x STUDS 0 E © 24" OC z o , w - SHEATHING w W a s- 8 o NOT ze ° SHOWN 0= Q o Z j. n _ — ^ _ t Wili a jl m 0 08 aah DATE 1.25.2022 D ETA I L SCALEAS SHOWN 0 D ETA I L DRAWN WEB 1 SHEET SCALE: 1 "=1 '-0" SCALE: 1 "=1 '-0" SC5.3 REVISIONS BY Page 27 of 74 1 SHEATHING Ak NOT SHOWN FOR INFORMATION NOT SHOWN SC5.4 FOR CLAIRITY SC5.4 SEE DESIGNER'S DRAWINGS. E.G. CANT AND OVER-FRAMING -- 10d RINGSHANILIK BOUNDARY NANG &"4 @ 6" OC WAREHOUSE 10d RINGSHANK SIMPSON ROOF 10d RINGSHANK @ 4" OC TO WSNTL212SG a4 SHEATHING NAILS @ 4 OC 2x4 BLOCKING SCREWS @ 6" OC @ 2x4 BLOCKING EDGES & 12"OC `Z TYPICAL INTERMEDIATECD o— - o — - FRAMING [- I SHEATHING w 10d RINGSHANK TRUSS A BOUNDARY NAILING TOP @ 6" OC CHORD A x a cifi 2x4 BLOCKING a c Z 2 w/10d COMMON a El @ 4" OC cnocb A OFFICE 10d RINGSHANK is- ROOF @ 6" OC 2x4 BLOCKING 0 SHEATHINGI x TRUSS I TOP , CHORD / PROVIDE MINIMAL OPENING IN TRUSS _ SHEATHING FOR WEB / 7 TRUSS OFFICE TRUSS w IMO 0 - o WEB w CD 1�'1 . 1°.I l,' I I , I 2x BLOCKING r ° ,.o..I o.., o e°. SHEATHING TRUSS . ° SIMPSON ' ' °' l BOTTOM ff�l i� =� ` If�l � �i -� Yf. GYP BD - H1OS TYPICAL CHORD TRUSS BOTTOM SIMPSON CHORD TSP 0 AT EACH r OFFICE w -- TRUSS TO o STUDS WAREHOUSE TOP PLATES z o TRUSS 2x BLOCKING TYPICAL w c a o f TOP OFFICE SIMPSON CS16x1 '-0" STRAP @ wW PLATES TRUSS SIMPSON GYP BD 24" OC w/(20) 0.148x2 1/2 z TSP (4) 2x6 BLOCKING (POSITION NEXT TO H 10S) Z� m ° PROVIDE MINIMAL TYPICAL NAIL-LAM w/(2) ROWS 10d —/\� w o X OPENING IN AT OFFICE COMMON (3"x0.148") NAILS -'o,-°m o SHEATHING FOR TRUSS @ 6" OC w/(2) 2" FROM SHEATHING C'.5o a a OFFICE TRUSS EACH END TOE NAIL TO TOP PLATE DA1E 1'25.2022 SCALE AS SH°WN ETAI L ( WALL @ OFFICE/WAREHOUSE) DETAIL ( WALL @ OFFICE/WAREHOUSE) DRAM" SHEET WEB 2 SCALE: 1 "=1'-0" I 1 SCALE: 1 "=1 '-O" SC5.4 REVISIONS BY KEY NOTES Page 28 of 74 \ #4 © 12" OC VERTICAL w/STANDARD HOOK \ #4 © 12" OC HORIZONTAL __-/\/-_ 11 \ #4 © 12 IN © TOE E PI Cf) \4 #4 12" OC HORIZONTAL (2) #4xCONT. >'[ I P AT TOP. E OPER GEOTECHNICAL Z ENGINEERING REPORT H El w OUNDISTRUBED NATIVE SOIL BENEATH \ \ \ a COMPACTED MATERIAL C \ \ /// A cn -•-•=.-_ \ 10 7 3"0 PVC PERFORATED DRAIN PIPE. �10W00000111F.r_ o , COVER w/MIN. 3/4" ROUND DRAIN DiaiA Wild 1 A o 44 a ROCK. ROCK SHALL EXTEND MIN. ?'•'•'•'•'•'•`• E-I 1-FOOT BEYOND OUTSIDE EDGE OF 1» 3» ��•��•� � I w FOOTING AND A MIN. 6-INCHES ABOVE 64 D14 ��•�� TOP OF FOOTING. COVER w/ FILTER g ? �� MEMBRANE (GEOTECHNICAL FABRIC). CD .44 .L0ejj.104t11Pt I x 8 RAIN DRAIN. SLOPE TO DRAIN TO a gooses•y- j AN CITY APPROVED LOCATION. °• ° D''''''''' g JOINTS IN THE POLYETHYLENE FILM E • d Pirileriiiiii1 W SHALL BE LAPPED 6 INCHES AND > - - -w0_ 8 SEALED WITH ADHESIVE. THE TOP - - D4r_ti - �.&� Lis EDGE OF THE POLYETHYLENE FILM ''•'•'•' w SHALL BE BONDED TO THE cNI I c.) 3 0 SHEATHING TO FORM A SEAL. o 1 1/2" ��:�:� o I CLEAR I 06" PLANTING SOIL. - TYPICAL �, . • • V V VVV VVVVVV V V V V V V V 0 V V V G VVVVV V V VC 11 P.T. 3x6 SILL PLATE 7VVVVVVVVVVVVVVV VVVV Vo7VVVVVV77 w/5/8"0 ANCHOR BOLTS 700077000000000 00000000000000o Z EMBEDED 7" MIN. 7VVVVVVVVVVVVVVVVVVVVVVV 7VVVVVVV 0 0 w oz 4 8" 5 0 E Zo OC N. E ill 2 8 3'-0" 1 '-0" ZEO2 0) 0= a o e - - ZtWaz-�°i 6 0— � ¢mo2 3 > � Ro �4'-0" UoRa =h DATE 1.25.2022 SCALE AS SHOWN D ETA I L (WAREHOUSE 2 SOUTHWALL) DRAWN1SHEET SCALE: 1 "=1 '-0" SC5.5 REVISIONS BY Page 29 of 74 S© SIMILAR FOR INFORMATION NOT SHOWN N SEE DESIGNER'S DRAWINGS. } 0 0 0 E.G. CANT AND OVER-FRAMING -7H Z , SIMPSON WSNTL212SG SCREWS 20 0 6" OC © BOUNDARY `�' , 1 '-0" 1 '-0" 1 '-0" h Cn 10d COMMON SIMPSON 10d RINGSHANK © 4" OC TO WSNTL212SG ELEVATION rg NAILS © 4" OC 2x4 BLOCKING SCREWS @ 6" OC 2x4 BLOCKING © EDGES & 12"OC TYPICAL fur - INTERMEDIATE N .IIIIIIIIIIIIIIIII Z Y FRAMING w/ W / " SIMPSON WSNTL212SG MACHINEFASTEN BOLTS(2) ROw/SWASHERS 1 2 o Q C"� SCREWS 6" OC © TRUSS AT 12" OC STAGGERED AND w BOUNDARY C�ORD N P + ®IIIIIIIIIU 6" FROM EACH END AciD 2x4 BLOCKING 1 A w/10d RINGSHANK SECTION <4 c a © 4" OC a � PAEy 10d RINGSHANK W © 6" OC 2x4 BLOCKING OD D ETA I L (BEAM LAM) O A "--•,Z WF Iw TRUSS SCALE: 1"=1 '-O" TOP CHORD / PROVIDE MINIMAL OPENING IN TRUSS SHEATHING FOR WEB w TRUSS OFFICE TRUSS -- $ N WEB w w 2x BLOCKING 0 SHEATHING SIMPSON TRUSS -BOTTOM N 3 o 0 GYP BD I H 10S TYPICAL CHORD TRUSS NAIL BLOCKING 1 '-0" 1 '-0" 1 '-0" BOTTOM PER 2/SC5.4 CHORD SIMPSON CS16x2'-O" STRAP © ELEVATION z CD 24" OC w/(20) 0.148x2 1/2 Fii (POSITION NEXT TO H10S) w N _ FASTEN w/(2) ROWS 10d z e BEAM GALVANIZED COMMON 1.- BEAM a LAMINATION PER 3/SC5.6 I (3"x0.148"o) NAILS © 12" OC z E o m w EACH SIDE 0z Q ix o SECTION > �°'O` V O R a DATE 1.25.2022 SCALE AS SHOWN D ETA I L (BEAM LAM) DETAIL (BEAM LAM) DRAWN WEB OD n SHEET SCALE: 1"=1 '-0" SCALE: 1 "-1 '-0" SC5.6 .