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Plans[Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] 1. PZ0l2 4-CP r ,.t STRUCTURAL CALCULATIONS FOR BU .GERVILLE RESTAURANT T.I. HANGING SOFFIT TIGARD, OR S .,:fa c T � II )///}� L ��a PR !Pr ifoRE.:if_. Ilk l Y 30.0p f , - 49 G. IRENEWAL DATE 12/31 /" 1' • V INC. Project: BURGERVILLE RESTUARANT T.I. ' ® 1111 STRUCTURAL Client: ARCH ASSOCIATIVE Proj. No.: 12 -135 ®® ®ENGINEERS Date: 5/12 By: BB Sheet No.: COVER 2700 SE HARRISON STREET., MILWAUKIE OR, 97222, 503 -607 -0481, FAX 503 -607 -0486. bill ®bkengineers.com • - I • i Y Z - an COLOR PLACEMENT: • a Q.I LU 2 4 � ^ 1: KY NAR FINISHIED ALUMINUM BLACK 6 ,_�„ 4y6-1.44 9 2. 3M HP WHITE VINYL #7725 -10 ? 8' o F '� g PAINT TO MATCH AKZO NOBEL B16 "BLACK " c -3 d E.- 8 d • 4 • * *ALL PAINT AKZO — NOBEL "GRIP. / CLEARANCE 9'-0" I i I I t 0- Z 8 0 �3 0 � � 1 (� v2 o Q . B� 1;:e A GUARD" ACRYLIC POLYURETHANE r` INSTALL LOAD BEARING NYLON ' � • I . E 8 a w F a Z = u < - BLOCK IN END OF 3 TUBE TO = > g © (4) DOWNLIGHT FIXTURES SET IN ] [] , � z i? 2 S 8 F f E 4* © - PREVENT CRUSHING COMPRESSION © 080 ALUMINUM BOTTOM PANELS �8 m c 3 � � i IN BETWEEN FRAMING , -,• z i fl h li _����� 6 ° x6 "x STEEL V� �t� Z 1 m \ - PYLON SUP PORT Ci of Tigard. �' °� �+ �1 6 ° x6 "x.120 "STEEL c .VardH 2 p •roved n s - • . g 8 q! ff NOTETOI B _s1Al1 6,[8� 0 m 1ZF. • INSTALL (3) i" CARRIAGE BOLTS i s w7"->.52=8z z c S` • FROM BOTTOM -UP (AS SHOWN) I2-�gS� .) I Fi g X a 6 3.c 8 1 REVISION - 1 -4 _ i "x142" DIAM. BASE PLATE � "x142" DIAM. BASE PLATE � OFFICE COPY ' I ✓ � B ACK OF �' ��� / CURB 1 1"x36" J -BOLT ANCHORS (4) iir, 1 "x36" J -BOLT ANCHORS (4) ° ° f/ r TOP OF 9 ALUMINUM CAGE COVER CURB MP.) ) \ / - CURB ir l . c 1 6" CURB TYP. .. . - CI A .q co • . \ .7 . i ., _ . 1 I ' ' y 0 ' y r . "x 14�" DIAM. STEEL BASE , %' . I PLATE ALL SURFACES WELDED •L. { TO 6 "x6" SUPPORT PYLON FOOTING - O BASE PLATE DETAIL '� - I SCALE: 1" = 1' -0 t 2" -01 1. " . k 2'_0" 1 FABRICATION NOTES 1. STRUCTURAL SUPPORT 6 "x6 "x.250 STEEL TUBE POLE, "x144" BASE ri) O SIDE ELEVATION O FRONT ELEVATION PLATE, 4 "x10 "x10" TOP PLATES, WELD ALL CONNECTIONS 100% SCALE: 4 = 1' -0" SCALE: r = 1' - 2. PASSIVE SOIL PRESSURE TO BE 360 P.C.F. MINIMUM. FIELD VERIFY • <17, — , AND NOTIFY ENGINEER IF BELOW MINIMUM. . i -A. CLIENT: STORE #: XXXXII MADE IN THE USA' , DESCRIPTION: 01, <�) N LOCATION: BLUE RIDGE, GA DWG #:.6562 , DATE: 08 -04 -11 I SELF- RETURNING FILE LOCATION: DWG \USI \DAIRYQUEEN \JOBS 2011 SCALE: NOTATED REVISION: XX —XX —XX I PIVOTING CANOPY 0 UAI-Structures, uP�s� Inc. A LES: KRISTIN WATTS DESIGNER: B.TOMLIN SHEET: 1 OF 2 ) PD NOIF.. IN AN V,71f7Rm 51A191: 140 - b'r .0 .(W Ara Sll&rtim f9R YUIR P01Q IH DI C910ECR"um:" SJECI NONG RANNm T 190 "all: 1"r 16 . OC Ma 6 N01 8540 Cobb Center Dr, Ste 100 Kennesaw, CA 30152_, m & sw 6 4 8 A 11, LI oul Your ONGADIZAPoR, R E $ S s w e ro eo usos �, R EpRafluLf u, ae fJD N W ARr fA x111050 i� IIX A PRD o ss 91df Ol W NSE2n a P u51 P NOO WT us ID1N A co ro D lo RS COMM C238 -2011, IO41 -STR CRMFS. PC ML PO415 RESERVED WORLDWIDE • . .• • I •- J • 1 . . - 6' -84" J 3 � 54" i" STEEL PLATE MOUNTED TO • 1' - I PIVOTING CANOPY TOP PLATES 0 I . . t,,,, 7" 1 2' -0" OFFSET \ I + � - ? i" STEEL PLATE MOUNTED TO \ .../'''`''' / 1 ( SUPPORT PYLON TOP PLATES \ I Jr /l () 4 DOWNLIGHT FIXTURES SET IN WELDED TO �" STEEL PLATES "` ���1 080" ALUMINUM BOTTOM PANELS • IN BETWEEN FRAMING � O EXTENSION ARM• SIDE VIEW ® EXTENSION ARM PLAN VIEW • / SCALE: i" = 1' -0" ! SCALE: " = 1' -0 .� , J I r • 12 GAUGE WIRE FED ! • • . THROUGH 2 "x3" TUBING . I • • TOP INTO 6 "x6" PYLON TO - BOTTOM BY i CONDUIT 2' -0" OFFSET 2 ° x4" ALUMN. FRAME A , " \. / MITTER CUT AND WELDED ? 0 3 "x3 "x.125 ALUMN. CENTER AT CORNERS • . O) 1 TUBING (THRU BOLTED W/ II" BOLTS TO 6" PYLON) ' i \ J \ i I ' 65) �' SMOOTH FINISH 080" ALUMINUM • 1 1. n t" BOTTOM PANELS (TOP PANEL TO I 3g DIAM. ACCESS HOLE ON BACKSIDE OF PYLON BE 050 ". ALUMINUM) . �/ 1 W/ COVER PLATE i.._' • `...� _ -i .. - - —_ -- - - -/ ,, • I +. D i" CONDUIT LOOP (` � + - UNDER PAVEMENT r CONCRETE FOOTING AND CAGE 1 f O r SIDE SECTION O CANOPY UNDERSIDE ■ SCALE: = 1' -0" !J 9.0 i, SCALE: •}" = 1' -0" . ► (CL IENT: � STORE #: XXXX MADE IN THE USA\ /DESCRIPTION: �y �� N LOCATION: BLUE RIDGE, GA DWG #: 6562 DATE: 08 -04 -11 � SELF- RETURNING K iv FILE LOCATION: DWG \USI \DAIRYQUEEN \JOBS 2011 SCALE: • NOTATED' REVISION: XX -XX -XX PIVOTING CANOPY 0 CAI- Structures, Inc: ALES: KRISTIN WATTS DESIGNER: B.TOMLIN SHEET: 2 OF 2 ) PD , ROTE TH5 IS AR MOM. OCP'TWIQQOTD OAAIVG BY Yd tr -oe /50.50 ARO SUBMITTED FOR YOUR P[asa1AL USE IN COMMIX WITH A PROJECT MC PIAIaNED FOR OM erue�flraaa WOR ta ARO rs NOT 8540 Cobb Center Dr, Ste 100 Kennesaw; GA 30152 ro BE SHORN TO MOVIE o oRCUQA , caP¢n, Rwm . EMEMOTED NI ouc OR oe MIT FORM WITHOUT • THE EXPRESS mum CO/GENT OF U PURSI1WT TIT 1.19 mars Wa IISRS a MID O • ' • 4 ; . - - • • f)� 1,Cr nJ t►z tt4 i► , _ .._ , v �- �4iL 1Y- ,art - oev .:, viri .; .... . • 7 .._i.. Ty 12:-- ?174- - 'kf 5- %eN r - Amp- TrI.0;3 ; 77/fe.r rfrX 7 .... frfi4 .. "itzt 7,4 leoN / 'xa *.. Pmt /�I e V I" ,�I ' .... rr '-1 ?' * �.5 / A'ry " ._ .. 17.(.r * .../.(— v,( ig4114 : sr6i25:5-eo 5 * . Ts... . liE/ LL .. 60 j a(~ *",- / /4/4lAli w/1-11 - 7/t7 . 7014 iU. 1M ', ►7 �`S .. gip.. _:. S 14 : 77 `y Vitq - . 1 • 0 f 1-0 1 ID F-H-0 7. 53 iv r r () ; .._.- 'j ..... • % 1 'S1 /" s rfirA -11 .- :. . • /V ...' / re-- l 5.. 1 6 - :; S ; .. . 't�. .... 7Q ... /2 S /A7 l 71 (S till IF! 1 eel iftel Prig r0 7 411 4t4-' 411- 1.10 °iNg 64- . it;014/444.; Ise not _. .... • 1 +/I .. - 1' .. • 1011611011MINC. project: n 1/ /U/a - 77a760 ®C®® ®I STRUCTURAL client: j4Z (P /I 'W Proj. No.: ®®®®il®ENGINEERS Date: gaD/lr By: �� Sheet No.: / 2700 SE HARRISON ST. STE. B. MII.WAUXIE OR. 97222: 503- 607 -0481. FAX 503-607-0486. • bi0 @bkengineers.com .1 l .,. /4' l i TV7;11,, 0/150 S' ....... -.. „_.., . ; '' . G.t.44 . Ir. 4 v . . 1. : ; : . 41/14.1.19V • 1 ,4. li4. . L 1 _ / k17d a /''�s , )044.-y *v44ittei,ie*- * -. • ..i.; !Pi zr : kr. r?‘ rw;$ n.vwwvi 1715 Ti , ‘ ...7 ov r z .z . : : Ofila- .3- 4 : tie- GOA :i4i/ M :4 _.. : 5- - . -lit:?..*: . : . ' . egAjt9 w - ift/tow pi/; z 3.Sk Z i 7 _....... s, ... ;. x _- . A .._ .._ ... y am , 1 : : o4--0 . • , (4. ®11®W® ®.INC. Project: l i L t 7 "I ' ®C ®1 ®® STRUCTURAL Client: Azet4 If.s -146. Proj. No.: • I I ENGINEERS Date: G By: /. Sheet No.: 9 1... .2700, SE HARRISON ST. STE. B. MILWAUKIE OR, 97222,503-607-0481, FAX 503- 607 -0486. 60I @bkengineers.com '` j 0 • • ,• ... — — is I 'r - •J.. c •/ ... _ .... .. ... ... ..fii07/1-- r l�/J' , 1 � y�?j ��r `� .' ' ` .III'^^' _ f '�-- -- w_________ _ � :... _ A,, ,;.. 9pr .. a:�..1 4 �• • Af .. :...r s 7 / / .. - i; t ! A --r-- -3 5iiqig- 4-- 7 - 2 . . qiie&• . .; - - 4 i � 5, `f: 77244 `°S ; t - ! exit(, uv - 4. a .,. . • • • ® ®®®®®INC. Project: J O► ( Vi qt ' 7/61049 ® CUI I. STRUCTURAL Client: A 14 11.1470' Proj. No.:___ ®.a®® ®'ENGINEERS . Dater? -O! L By: »V . Sheet No.:__ 2700 SE HARRISON ST. STE B. h01.WAUKIE OR. 97222,503-60T-0481, FAX 503- 607 -0486. bill @bkcnginceis.com n - : c. • I • 4,t PROke . . - ,;;• Ad vf.i ‘,,, . , . fi ,(, *21 . . . f I RENEWAL DATE: 12/31/.24/3 I , (4 Recessed ! rw. 32f e• afyspe• , \ Ibt rdsoffntoa gn i ,,„ wit office panic • ns gill (3) 65 itDrs m • • e yp ! above se - a r r r ., \ l,LO�Ot' 0�1 ∎\ e� _ - t � - -� !F� .counter t EdmomE 1 ' . ill i 136 2 ' ii, ; II Nittpol ;.1 t' • � 111..„ ce dashed „„milm,..........-4.....iumzin, . . II link 4 te \ .pit . 11 % (sr - 7 4 41* ( 2 v 1- - - t - v e. IL I ,w1�}'�� � ��av :_ Blocking for brand wall �/ 01-7- ( � a m in >'..I i Per future directive q6 �f ,Qy F'V �; � ��� ' port ssoffit •moon � �•_. ��1�� c3 A'-7 ��� es- � � r II..., � - I . -ter �� : ihh, L1- : ■lil Ili �� 11111 • ► . • �e „� � •• 10 REFL CTED CEI ItJG PLAN a {es count. r area A7 if ( 0X4 OW 7 2 1/4 1 ' iNt0 f� 0IVs 0 a -tv �` // N`��°� • _ 0 140 el r "P" Its' ! //b /� 1 Y� , 7 .• t � i ..±e III rte. 4 tict f .J . 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' .. . ..... ... •:. ... : - - - - •••• - • • .:. • • ....................... : . ...... • ! ... • • ••• -: • - , ... • ' ' • .... .. . .. • .......... • . . .• ..... . . ... ., , .......... .. • ...... . • • • • • • • : . . . ...., . .. . .. • ... ...., !! . , ...... .... •• . • . : D ••• .... .. ............................. . • • • : ........... : i . . • • • - • .. . • . , ,. . ! : ! ! - ............. . ! 1. : . • :i . : , . . . . i . . . • " • ' • ,--■.-.... .- • . . .. . • , • . . . . ' / • • • I . V. • i • b 024 / 2- 6106 zi a /1����� � V /27 F Sf1 MAR a 20 STRUCTURAL CALCULATIONS FOR Burgerville Restaurant T.I. New Canopy Tigard, OR `� `°NZp a ?i WA), eN 01144. QM 6• �+ REilEeIA DATE:12 /3 1/' fl- . I I INC Project: Burgerville Restaurant T.I. w3 laam STRUCTURAL Client: Arch Associative Proj. No.: 71 ENGINEERS Date: March 2012 By BB Sheet No COVER 2700 SE HARRISON STREET., MILWAUKIE OR, 97222, 503- 607 -0481, FAX 503- 607 -0486. bill@bkengineers.com � , ::44 . ble-- 726 • - — : " ": .. — "" : " " : : ••• • N solar-UP 1 MATT .... INyaATIOl1 .. . . .. I6ll.f���11_044 :1 I / `gip_.. . ,le BAWER immr,,ri„ __ intwii,.„-_, VAPOR I / Ye/ vA rrna SUSPENDED — ?al �1 ..... T —. /VIII Ede • C �i�iI. L ALL f Jd , ED Eli ` r.� l 4 • iii1 MI •*� '� e>neTwo I C -, III •- - - -• -•- - - -'- } _: � rj , 4 , . , . . . : : : . . kl vi ' 1f P7//- 0, ; C / 61 : I'S •/D 4 i1c7/.Nti 1.//i? ii 9/C /� % 3() i .__ • ---- t.L - i,r 40.. -0 . -- ........ ,_ ..... p. �a - iv /7 ' �it/Ov+/ ZO S� • ''.74.;_t.: Z l- z� ® ® ®FI®INC. Project: Aseirofiviticiri — /r te • CNI ®I STRUCTURAL Client: AlirLiai JC - Proj. No.: ® ® ® ®® ®ENGINEERS Date: 4 /0111 By: ,V Sheet No.: / 2700 SE HARRISON ST. STE. B, MILWAUIOE OR, 97222,503-607-0481. FAX 503 -607 -0486. bill(abkengineers.cam I 1 .r.) it, 1 Surcharge Load . ' _ Due to Drifting P. ,' Balanced Snow Load • • '- may., kf J t ip,. r1 f. :? ,, L , , hb t l j • f W - I . FIGURE 7 -8 . CONFIGURATION OF SNOW DRIFTS ON LOWER ROOFS 10 I I I I I • _ If I, > 600 ft, use equation • I u = 600 ft 8- 400 200 . Z 6 — — 100 50 25 i S If l < 25 ft, use l = 25 ft 1 la h =0 p +10 -1.5 N t., , I I I I I I 1 " 0 0 40 60 80 100 it '1' ice p Ground Snow Load (Ib /ft2) N . v To convert lb /ft 2 to kN /m 2 , multiply by 0.0479. To convert feet to meters, multiply by 0.3048. FIGURE 7 -9 GRAPH ANb EQUATION FOR DETERMINING DRIFT HEIGHT, hd Minimum Design Loads for Buildings and Other Structures 6 Z, wi"l"l.. up Gi r:_.. 14 Ol.7 /c . _ .. f --- fi-C/F t.ft7Iffrt. . 1 Giro.' _.: r/ N : 4 !.7. Off?- _. .... : r (7 plIft)( . 5/2/1 )4 : --•"°-• : , 1 ® ®I® ®®INC• Project: Air41C1Vitte4f !7eicin- UC I ®I STRUCTURAL Client: 4,10 (- Proj. No.: I® ®I® ®ENGINEERS Date: WOO/8- By: Mfr Sheet No.: 4 2700 SE HARRISON ST. STE 8. 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