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Plans ,r- , , , . •, 1 0- - rocii, 1 ,..,.. riLvo i II Li +® ,. . 0 I JAN 292013 • �� NOTES: M ( TIGARD 1 .) DESIGNED PER 2009 IBC BUILDING DIVISION 12 PSF GROUND SNOW LOAD + SNOW DRIFT u I 25 PSF MIN. ROOF SNOW LOAD • , „ 95 MPH EXP "B" WIND 35 -0 35 -0 -- SEISMIC Ss=94%g S 1 =34%g Soil Class "D" 35 -0 - • 1 „ � „ 1 „ 1 „ 17 -4- 17 -4- 17'-41" 17 -42 {{ USE GROUP "II" DESIGN CAT "D" 17'-41 » 17'-41 » - 2 2 2 35 0 2 PSF SPRINKLER LOAD 2 2 '-6" 15'- 10�" 1 '-6" 1-1 5'– 1 021" B GUTTER SYSTEM PSF HANGING LOAD 2 HSS6x6x.188 WALL / DOWN SPOUTS 5 S /� •. ■ S2 COLUMN (TYP.) ° ° (TIP-) •k 2.) 2500psi CONCRETE FOOTINGS TO REST ON 1500psf �'_ _' ° • °� u�' - u� °—" � Y !g'' - -_ L =fi I . .••� ALLOWABLE SOIL BEARING. GRADE 60 REBAR I �I I I ___/—+,.M N 6, 3.) ANCHORS TO BE SIMPSON SET-XP EPDXY �': _��:% ''-1 H o �/ INSTALLED PER ICC REPORT# ER-2508 o BR-2e � 'R-2d • P-1 G �• i I I'k �r - • ..,,. I 4 I 1 4.) ALL STEEL TO BE 50ksi UNLESS NOTED in 2 cV �- P-1F ` l HHSS SECTIONS F =50ksi !ii 1 r1SS2.5x2.5x.120 I P-1 D Y•co \b HSS3x3x.188WAL - ■ BRACE (TYP.) PURLINS TYP.�i--.cc WELDING PER AWS USING E70xx ELECTRODES I- --IG/ I �� lc; �� RB-2 BR-2 BR-2c ( ;�. - P-1C _ ___ _ REQUIRED TORQUE ON RT-/C CONN BOLTS = 90ft Ibs LT1 7 � • { 1 { 1 `, I r S..-I I I I I „ BR-2a BR-2b I L TYPICAL •I , > m IP_1A1: t�Cfl I 1 ---J ��� 4 –1 SPLICE ' �) I---� mot— j ► P-1B MEMBERS: p, MIII.IIIII (� BR-2e s I P-1 A . •it� T BR-2b I i P-1A P-1B I _ 1 RT- ROOF TRUSS SEE DETAIL SHEET - S4),�� ;: 111111111p_i '�- `- BR- BRACE HSS2.5x 2.5x . 120 WALL G� ° G� RB-2 BR-2a BR-2b i� P-1 •- : _ •- : • t - P- PURLIN HSS3x 3x . 188 WALL - - -�- - - -� � � - _ - � �� - -� P-�- `�-� 17-11:680---- _� � � ® ils - UMN HSS6x 6x .250 WALL BR-2a • - - ----------- --- C COL I • 1BR2b w P-1 -a∎ 1=� RP- ROOF PANEL NOTE: �I� ta �� _ P=1A ` ' �1� LP- LIGHT PANEL �_ �— ' 0° � P 1 P 1A �I _1A SLAB SLOPE TO j it ' a BR-2b '�' 1T7LASG it ; ,P_1 r_ FLASHING it BY CONTRAC OR AND ERN iI 'I - TO WALL G/ I ° G� RB-2 BR-2a � BR-2b Ij llIPi1A A 0)-- - I x - I „- P 1� � I 11, .. P-1A 11 P-18 I +IS 11 00 BR-2a BR-2b • pp ICI • I r;C0O) 11: I NE)( • P-1A TYPICAL• �I0� I o C� ° �-�� C� ' • _1 P-1 0, •- SPLICE P-1 B ° ' z G ® r z = _ N z : _.i3 z I — BR-2e I BR-2b I P-lA ;` - P-18 --I I J I I I I CU =! I P-1 P-1 A I P-1 I ' CU _1 �� RB-2 BR-2a 1 BR-2b D co •_ m ct , iiii, ill— - Cil fripir/111+%■ - - IC; —C� 4 (� IBR_202b , L�. i' .I=T�r n I 0 al 4 4 z z � z �. _ ii f�CO — P-1A , P-1B t�(� — 1= _ _ ° ��`� �_- 4S3 I-- - I- - I ® ' (n !' '-1 P-1 `_ L P 1B s c X C X ■ BR-2e 11, ( X P-1 A ' P-1 B „ I W , W W I W IP-1 1 ci, 1 ° ,��, a 1141111111111111111111111M I G� C) Ii RB-2 B�-2a - _ BR_2b , Ii6.:1i•SI` - - . '� _ _ •--{fit---- '` - - Imo' n` S t. �,—___ _�___ , P-1 A Al P-18 I1 I BR-2a BR-2b I r l P-1 I - fl(0 I �C� 1' I�-1q P-1 : F0)CO I I I II ii P-11 _ P--1B �Ir- ■ y __ � BR-2e a BR-2b I 1 p-1 q P-1 B 1,� I I i I ' CO 1r-1 I P-1 A P-18 I Cfl I Cr ea 1 ® G o Cr BR-2a® r. 0 BR-2b _ P-1 ' _ ® P-18 . ' • 1 0 0 8 ,� !IIIIIIFLASHING t ° �- FLASHING • 1 U I C- HSS6x6x1/4 S3 TO STRUCTURE 10 STRUCTURE S2 SIM , f I ROOF TRUSS SUPPORT f t BEAM RB- W14X22 ;I 1 ,I I j • • � , ° I ° ( ° ( . 0 CITY OF TIGARD b `I •-, - Approved......i:::1. . Ei'„. Z.EEEE.....f, ® 0 , ® 0 , 0 0 Conditionally Approved"...•R•...:tit [ Li I 1 See Letter to:Follow ( I . lII' ,-' - ® • 0 ®1-. I`� Attache I ■•••ttEERtiYEt■ 1.1 I.1 Permit�T[nmber. ���-� ,.�� � /... - 6 Addles,.41174 - ,414P, By:- •'I► n_ Date: ._. _ 0% OFFICE COPY Q(1-44)4.I_I FAO I_I 1=1 0 0 0 0 0 0 0 e (' i 119:4'1J Q' •Iy 0 ai II ( I I, °FC. 14�IV EXP. DATE: 12/ I I I 0 • III : - ' -'-•:.: : : : : " :” - '.'::::: , . el ..... ... . . . . _ . . . . .. , . . . . .... . . . .- I 0 . . I I „ L • i; d N m O N i ✓ nJSJ cil 2 ROOF FRAMING PLAN 4 ROOF PANEL LAYOUT ?- 1 FOUNDATION PLAN COLUMN & LOWER CHORD BRACE PLAN ,. "e ,_.� o SCALE: 3/32"a1'-0" _- :a SCALE: 3/32”...1 -0 SCALE: 3/32”=1.-0 — SCALE. 3/32 1 0 o DISTRIBUTED BY: z ø:1% EQUIPMENT ROUNDUP EQUIPMENT ROUNDUP P VANCOUVER, WASHINGTON ce Q AND MANUFACTURING 1 109 NE 146th•VANCOUVER,WA.98685•PHONE(360)576-1171•Fax (360)576-1201 I D i ttp:1 www.equ pmen-raun up.com DESIGNED BY: 'CUSTOMER: _o= r4 DRAWN BY: S. BEATTIE 12-18-12 ORCHARD SUPPLY'HARDWARE- TIGARD D lb 1—] i J.NIELSEN 1-14-12 I 10031 SW CASCADE AVE STORE#0741 o- CHECKED BY: TIGARD, OR 97223 I o 1O, A4, <(:)„./z APPROVED BY: TITLE- COVERED PLANT STRUCTURE °° SC ALE: 3/32"=1'-0" SIZE D SHEET 01 of JOB No-: DRAWING No.: ou\__ __\.-)\.) "LE NAME: OSHTIG S 1 � 1 3101-01.dwg - ' ' 6 0 . 4 3 2 Mk 0 15'-"A . ROOF PURLINS ,..��, FLASH ,/.�, �•�, �, �, f�. ® ��, • . , ,11/111/1101/111011101i10111/II1III1II _ - - •ETWEEN ,/ - ',g� -:� ply=�.�►� ..,----% / ��, �' (6) PER BAY \:�l�'rli! oir@karei ., -/ —� .\ eat. tpii— H A R 1------,_....___________________2_1________________,___________V A R E" - --__:_)- 011 , ...01 'IN. , _A I _ . ■101, 1 11%... -, i :4', �� 00� ,��\ :RACING _) Ail © i NOTE: TRUSS ANGLES AWAY S3 A VP (SEE PLAN VIEW) - L.„, , i / j j . ..o . . 10 _ 1 ,a T ,c) O ./ / i , / / i 4nis MI* 4111.1 111** r----1 r —1 f--- , ,l@, o @0 0, o , I;.4467 .. . i... ,; _... „-.' ,A; ' ; I-a/4‘-..* .A. IFF.Alu•J*•r. _-_-_ • rife _jt....) �''•:�y is►:•i••.`. i'..,'i•,i. r �'„y. ►'= x +'�' ,i••' •• .i .j '°+ .. ••z �• e r•:1". : ... 1' a} -T-•'' :- t e: {_ ' •, +_ i. ...•.r, ,•. .. .... • Tyiw t;.••••:,_,li. e, ''-1TT. A FRONT ELEVATION SCALE: 3/16"=1'-0" • .7,_6„ 7'-6" � . , CONN SIM- H 1G (,G) 0 0� *-w. SS.L:�2 5s •• X • hss?.$42...5 x 1 O •T r x X12 2 I N �— I X . X. POLYCARBONITE ALUMINUM FLASH /1-PANELS Z-EXTRUSION TO WALL • • TRUSS CONN. TRUSS CONN. 41er'l . n n • O / TO WF BEAM • TO COLUMN TRUSS SECTIONf "�'F DOR' ER FRAMING '� SCALE: 1/4"=1'-0'" SCALE: 1/4"=1'-0" RB- '' i RB- "r� (19 - RB- TO NOTE: TRUSS ANGLES AWAY • ONCRETE TILT-UP (SEE PLAN VIEW) WALL CONN z z 3/8x6 ENDPL 0 0( 4)5/8"o GRD 5 co a o 5 BOLTS z z NOTE: NOTE: OFFSET BASEPLATE ON BLOCKOUT FOR COLUMN w R COLUMNS NEXT TO WALL . CONCRETE INFILL AFTER COLUMN ERECTED NOTE: ALL A P T L B SE LA ES TO BE SAME ELEVATION GROUT —4.-- ' _t:►•t• • Y•'s ' • • . r. ::,�:•= !• . AS REQUIRED °. ^ x 14 x 14 BASEPLATE PLAT E NCHORS CO. • (-. T, :., „ - ■ ,7y.MTy" j.` :TTT•• ." ,...:r ,: .•r. 3•;`.c r!. r• ... + .,•s. •f . . 'i.7•♦ -.- -t s rr _ •i • i"0_ •7.: - ` - _ . ? ,. r w�ti1.,�. :; y, t:1 i. ' ,. •.t:f.�.1:,:;::i't: '..* ';:► .` :-:+1 1 /4V } EA WAY• may• ��;-z +• .M. �' �0,, ;i.�, ..1.,, ±�. ,.11 CO v 4 . - a 4 B SIDE ELEVATION SECTION A a 4 . • c A • a SCALE: 3/16"=1'-0" SCALE: 3/16 =1'-0" G 4 - - Q : . 3/4"0 SIMPSON SET—XP EPDXY (.0 - 40 °' a .. . 7" EMBED PER ESR#2508 a (5)#5 EA WAY 3 CLR TOP & BTM * 40 PRO,. #12 SCREW © 12"oc • • . 4 • • Q• ° • • C"C)C. � . 12 TEK © EA PURLIN PANEL: 8mm VEROLITE POLYCARBONATE / TWINWALL SHEETS ALUM. EXTRUSION • a � 1194. 4'-0" SQUARE % OVERSIZE WASHER s y PANEL PANEL PANEL (G '\ FOOTING •DETAIL � J. RI'��' °i _ SCALE: 1"=1'-0" EXP• '13_ATA.- 12/10 N M r'"', 4 0 N -. \: 6 ` NN\ , 1 o \ SPACER M z-i 1 c9 \, ...._kp PURLIN #12 TEK © EA PURLIN PURLIN REV. DATE DESCRIPTION DRAWN: APP: DISTRIBUTED BY: 3 P - Sth.4. EQUIPMENT ROUNDUP EQUIPMENT ROUNDUP-.\. \o AND MANUFACTURING VANCOUVER, WASHINGTON 1 6 , 1109 NE 146th•VANCOUVER,WA.98685•PHONE(360)576-1171•Fax (360)576-1201 g 04 @ MID-SPAN 0 F 4 PANEL @ 4 EDGES http://www.equipment-roundup.com I. DESIGNED BY: CUSTOMER:IH-S .Z..:3 m I ROOF PA NI E L ATTACHMENT DRAWN BY: S. BEATTIE I 12-18-12 ORCHARD SUPPLY. TIGARD Q J.NIELSEN � ��1 -14-12 10031 5W CASCADE AVE STQRE#0741 o TIGARD, OR 97223 CHECKED BY: m APPROVED BY: TITLE: COVERED PLANT STRUCTURE OU-\-- -DAJ SCALE: VARIES SIZE SHEET 02 OF JOB No.: DRAWING No.: - ' FILE DAME: 13101-01.dwg 0 S H T I G S2 L2x2x1"x 2"LG i"x 14"x 14" BASEPLATE WELDED TO EA. SIDE $"x 14"x 14" BASEPLATE w/(4) i"so A NCHORS OF P- w 2 12 TEKS / w/(4) "O ANCHORS •"� GRD 5 /{ /( ) THRU BOLT ."0 GRD 5 I -40- 4 TO RT- SLIP HSS2.5x2.5 INSIDE SLIP HSS2x 2 INSIDE . lag. THRU BOLT w FrIL ,� �►;� 0 PLUG WELD (4 SIDES 1, -,� w ?� �N 11,, r`': 1 w N ., 0 PLUG WELD (4) SIDES ` .,,(2) #12 TEKS EA. SIDE OF ° ' '" I (2) #12 TEKS EA. SIDE OF s! •� �.•,� . -1 T OTHER PURLIN ill I c— A" RT- RT- '1 1' RT- T ,� ^, OTHER PURLIN -4- 7I -0-„ �2 1-1 ---111__ I,' �. . 11 1 I a 1 ' 2" _ill__ 1 ' 2" RT- 0111111111 . 1 1 OMB I 1 TYP. COLUMN DETAIL @ ROOF 2 TYP. PURLIN CONN. TYP. PURLIN SPLICE CONN. 4 TYP. INTERMEDIATE COL. CONN. TYP. BR- / RT- CONK. 6 TYP. BRACE SPLICE TYP. BRACE CONN. SCALE: 1"=1'-0" 0 — SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1.--0" SCALE: 1"=1',-0" 4"x 6"x 18" END PL $"x 14"x 14" BASEPLATE w/(4) g"ØGRDS SCREW RIDGE CAP w/(4) 4"o ANCHORS 8"x 14"x 14" BASEPLATE 8"x 14"x 14" BASEPLATE TO PURLINS USING 1 /4 V BOLTS 3.5 ga 5 oc• 4 w/(4) i"0 ANCHORS w/(4) i"c6 ANCHORS # 12 TEKS .. GYVRNS : Th\ ■ri 't.N _ ;IiiI w WEB CONN. :, f)-/ -41- 1 i,w I w /##1øp ■,�� ::ez1 `— ,� T 1 , WEB C �+ '1- + i 1 1 - . . � �,� /08NNr. � - 1/g 1 -2 1 -2 11 I_1_i , NOTE: 'j E, ,, ,, BC- ;L BC1 -2 1 2 OFFSET BASEPLATE ON ��ri > >! COLUMNS NEXT TO 0 1/8 V 3/16 / 0 3 16 EXIST. WALL 3/16 BC- , , b 3/16 C- ('jT) TJ TYP. INTER. TRUSS/COL. CONN. TYP. RIDGE CAP DETAIL 8 TYP. COLUMN DETAIL Ca3 BC- (9) TYP. INTERMEDIATE COL. CONN. TYP. BASE PLATE CONN. SCALE: i"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1.--0" TYP. TRUSS/COL. CONN. 1 0 41) SCALE: 1"=1'-0" "0 WASHER/NUT • TRUSS BTM CHORD 4* BRACE 0 (4) i"0 if WASHER/NUT ,j I; I 0 rr I GRD 5 it , THRU BOLT el i ' NOTE: �/: GUTTER ROOF & PURLIN < I . SYSTEM ' 4 NOT SHOWN TRUSS FOR CLARITY TOP CHORD 4 • ill i/ PURLI TYP. BRACE ATTACHMENT DETAIL TRUSS �� , SCALE: 1 1/2 =DETAIL L 4 Isti . COLUM , NOTE: TRUSS NOT SHOWN to L2"x2"x " w/(2) .0- (4) 5/8"o 0 FOR CLARITY • 12 TEKS :RACE/PURLIN 400 (EA. SIDE) 1 GRD5BOLTS � r f -4;, 0144 it, . . . .. 0 V ' . t DOWN SPOUT ,. Ar•" COL. ,.� �� % �.,. N AS NEEDED TYP. PURLIN ATTACHMENT DETAIL (2) #12 TEKS �:Rev SCALE: 1 1/2"=1•-o" EA. SIDE - °. . M Eft DATE: 12/ v N M O N r-1 N 1 d, e 6 TYP. SPLICE ATTACHMENT DETAIL co 11 — SCALE: 1 1/2"=1'-0" O O r1 N _ REV. DATE DESCRIPTION DRAWN: APP: DISTRIBUTED BY: z `� E UIP 'ENT �UUNDU EQUIPMENT ROUNDUP 1 n o °U; AND MANUFACTURING VANCOUVER, WASHINGTON 19 NE 146th•VANCOUVER,WA.98685•FHONE(360)576-1171•Fax(360)576-1201 1 g 04 1 \(V http://www.equipment-roundup.com H TYP. TRUSS ATTACHMENT DETAIL CD01 TYP. GUTTER ATTACHMENT DESIGNED BY: CUSTOMER: :1 rz.,3 �. S. BEATTIE 12-18-12 scALE: 1 1/2 =1'-0 SCALE: 1 1/2"=1'-o DRAWN BY: ORCHARD SUPPLY HARDWARE- TIGARD 1 J.NIELSEN 1 -14-12 10031 SW CASCADE AVE STORE#0741 c!,- ,i3O M 411) CHECKED BY: TI!GA ®, OR 97223 Z APPROVED BY: TITLE: COVERED PLANT STRUCTURE - SCALE: 1"T 1'—0" (SIZE D (SHEET 03 OF JOB No.: DRAWNG No.: FLEE: OSHTIG S3 u 13101-01.dwg i� II - --77"777:77 ., - ..i„ ,,,h,,, . . , -- - ----- --- - - - ---- - -— --- ------- _ .1 ______ .rm*g-utir 1 MATERIALS TC- TOP CHORD HSS3x3x. 12 WALL \-5" BC- BOTTOM CHORD HSS3x3x. 12 WALL "5" �5��° VW- VERTICAL WEB HSS 1 .5x 1 .5x. 12 WALL �6 DW- 1 2 IA N W D GO AL WEB HSS2x2x.12 WALL - C)--/\ it'.... l DW-3,4,5,6,7,8 DIAGONAL WEB HSS2x2x. 12 WALL I w O�w I 3 I / VI C) \ �.,1--- r' �\ o O TYP -T I > BC- 1 1/8 V � 1 a I--- 1 '- 1116" 3 --5 - 114 16'-016" TRUSS FABRICATION DETAIL SCALE: 1/2"=1'-0" ,+ gilk V 6 1 -cCi A TC,2 O � 0 /"9 o -...,,,,,,ID 14 <5' b I �S V\ BC-2 T 5,_416" 14'-5" C2 TRUSS FABRICATION DETAIL O SCALE: 1/2"=1'-0" 1! ffrz : '°' %Nli- 41N14401-- 110114A _ . - - SEE RD5 @8o c - - - _ rC, - ---___ W -cG' - RT- ,21-1 8" 2'- 22 . O O I I III L6x4x3/8 BS o w/ 1 icz z 1 oil;, Q\ �i�ri.r.,.. �� ��� O U ��;• COPE 5" OF (1 )LEG I f Vri I I w TOP BTM / E I C_ T SECTION 3/8x5x8 WEB > �� > L \ rn o0 i 3/8x3.5x8 TOP FLG IJ , till U ,1 ; -co O O I OO I OO - (6)5/8 0 SIMPSON SB-II ° �i I z �, t--- i 8"ga 9"oc N DBL Lax 2x 3/16 x_44!. ��^ U FM RFD �/4 rRn FA END II1111. (13)PLCS TOTAL .,..•J•�,�, o I r#Ar4 .-- '. (2)5/8"0 GRD 5 © 8 oc N RB- 1 /2x6 PL -9 , RB- 3/16 > 1 /4x8 STIFF (7)PLCS OO Qo 0 6 / T SECTION 3/8x5x8 WEB RB-/WALL CONN 3/8x5.5x8 BACK FLG � _RT /RB- CONN 5 S4 INSTALL ANCHORS PER ESR 3037 RB- WALL CONN # 3 16 > S4 7 KNEE BRACE DETAIL S4 ON EACH COLUMN SEE PLAN \�Q�• 12"HIGH SECTION OF - \� L4x3x 1 4 x 3,, �����.� CUT HSS6x6x 1 /4 CT' / K� 1/2"0 SIMPSON SB-II ANCHOR �%,`�` ,����D Ei'fiiti J, 3.25" EMBED �� EA SIDES �,G I NF J/� w �, `W (2)#12 TEKS TO BR- f` 1 /4 I c` i i94 . /3 y M �z TYP RT- ao •N N �a END CONN B F . 3, ,q��. M v `�L. FN J. Rt `�' ,.o . BR- -----r- .,- \c, NI _EXP. DATE: 7 2/ 2G .all \� 1 1 m (6)PLCS I i N co \\ �— i 1 o 1 1 m N BR-/WALL CONN 9 . CORNER RT-/C- CONK R . DATE DESCRIPTION DRAWN: APP: DISTRIBUTED BY: z z 4 EQUIPMENT ROUNDUP EQUIPMENT ROUNDUP Q S4 ©BR-2e S4 ©BR-2e 0 o D$ AND MANUFACTURING VANCOUVER, WASHINGTON 6 1109 NE 146th•VANCOUVER,WA.98685•PHONE(360)576-1171•Fax (360)576-1201 g . http://www.equtpment-roundup.com 1 DESIGNED BY: CUSTOMER: a - S. BEATTIE 12-18-12 ORCHARD SUPPLY HARDWARE- TIGARD 1--]x ,DRAWN BY: J.NIELSEN 1-14-12 100315W CASCADE AVE STORE#0741 Q Q `, CHECKED BY: TIGARD, OR 97223 1C4 w APPROVED BY: TITLE: m OU COVERED PLANT STRUCTURE a '- SCALE: 1/2"=1'-0" SIZE SHEET 04 OF JOB No.: DRAWING No.: -. FILE NAME: 13101-O 1.d w g u OSHTlG S4