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F. 1 • r ' C- 0 T1 1 ' , _ I.. ...._,........._ ' -{... . , G) ........... ; 6•e''T ...—,-- 0'0Z------s, 1 .. ,... .. . ...NNN / ie • / — i 1 I tTel r 94. , 1" ,1.7 r•r::7 X. • 1:1.S01 r. 5,4. , . . . , , . , • .—_ it — . , s i 6 •-• , —7— NN'''.............,,, . . 1;i t%"'0/9105(661 c,a -,... ,.,. fet b. ., ., 6th M ( s,,,,,,,4.1 e • • 1 / i 1. t\. . ... J ( 4 „,. , , .., , ,:• aTe 71'4 il „,t, . \.. . . . : • - .... . , f r f;41 ir sl‘kac.,.f,4,.e q3 elo z, / H ,.if „,c t- --r,,,,,,1 ... ,,..... „,") /' ,/W ,.,... _ ,/ .,_...._, ciri OF TC31-T)::.) / _ Approved by Planning Date: ._) / ......._..._....._________ Initials: . j-- f.... i ..........„. «„.„,......., . .,', ..........-- oc-i I--f--r-:1 •21c.'41.- -)c.7.•,4- . ,......._................. .................._. t\,..fi . ...• .,,, . . „.... p.„?..-,7 iv,0 , ;„ .,,,..,..„....,....., /5,01 coo I /- /. , , I Ci ! ,54.0..„„”)) , 6,, ,t,i(,) ..../ ,„,el P(1`,1 rt ,ht 1 1 1 I ! 1 ! .. ....... . I ,..r.,....,.,...., 1 ' 1 ' \\ , ; Q • ' ,.................z.ts, ,'!',)! 5; 1 , i 7p ik,,p)!(' 9 1,14 c•-•,-.4 ,, ) 1, `e.) -,-- 7* I ,' Pf 0 • . . • 4 arc _ t - _ _ __ - - r . — _- VeS Coast Metal Buildings,Inc. Z9�aLG��— 'a" ►fpilsifED ( 1) _ � ein-DallasHwy NW CUSTOMER �'� ' ,L,em,OR 9730 -. i- .. 3 Phone:503-566-7788 17 II ( s ;`� 10 4 '' GALVANIZED �'q4e,�D,;�-`' all Free: 866-404-7788 or 888-965-0747 ANCHORS FOR GROUND CCB# 161581 Fax: 503-566-8833 JUN 1 H 2.014 INSTALLATION .52)3 DEALERS Ar.. ' A —14 FAX Z.%3-kS,58 PHONES:075- ' s. Id ` DATE .J+/-/y CUSTOMER NAME , ,i/Q�/ C )4e �` 1 � COUNTY.//r,_,Z.44/. T ADDRESS 93V' 1/,iJ acr 17764 ,o Oe., 97229 Street City State Zip PHONE: WORK( ) HOME (.)3 )8100-ILc68 CF.1 L (,. .3_) 662,- 9i4 WIDTH x LENGTH: /8/x a5 ' 12ga 14ga Price: 2)25, — All Orders C.O.D. �^ LEG HEIGHT: 1/' A-FRAME ROUND Price $ 4795'56 VERTICAL: ROOF ALL ENGINEERED: YES NO 4,2Tax % $ -"4)'"— ki/,Z6 0971./e.cD5 920. 06 Total $ Li1'.LO f1/ clhs /5 DI ` 10%Down /0'X ID'/att 1 64646 e .z/e CO Payment 0.0/(/L,Q6T A�(1//O �,,;f /f//d Before taxes/ 14.5E� 5 1 RS 1 // l./l ,210 Balailknce Due . � .�is --i—ewe ag-74&� g& 9��: b at installation f i 9-5 /7' tEcS 3510,1.3D ROOF COLOR: TRIM COL• •: ELECTRICITY ES ❑NO II CONCRE 1'h 0 GROUND 0 WOOD LEVEL: [ZS ❑NO Things You Should Know It is the purchaser's responsibility to locate and inform installers on site of any and all underground cables,or lines of any kind. WCMB will not be responsible for any damages to any underground lines. •Engineering Cost varies according to size and loads needed.Call WCMB for pricing. •Land MUST be level or carport will be installed"AS IS"and any warranty will be null and void. - •An additional fee will be assessed for building over any existing structure or object. •Mobile Home/Rock/Asphalt Anchors will not be installed into excessively rocky ground. If anchors are still desired,the purchaser assumes responsibility for installation._ •WCMB is not liable for any damages as a result for inclement weather. All repairs are done as a"Goodwill Gesture"there is no implied warranty or guarantee. •WCMB will absolutely not be responsible for any refunds of the purchaser's deposit collected by the dealer. •If price discrepancy is over$50.00 WCMB has the right to cancel order. •Down payments are required on all orders.Deposits are valid for 90 days.50%deposits are required on all custom orders. •A 50%fee will be assessed on cancellation of special orders.25%restocking fee on all materials returned. •If you are not completely satisfied you must contact your dealer and WCMB within 10 days of installation- •WCMB retains the right to repossess any building/materials if not paid in full within 10 days of delivery. •If legal action is needed;Purchaser agrees that exclusive venue for any such action shall be in Polk Co,Oregon. f •Purchaser agrees to pay all costs and attorney fees incurred in collecting amounts due from Purchaser under this contract. •Customer Service will contact you for installation of our building I or 2 days BEFORE DELIVERY. INITIAL •A service fee will be assessed upon WCMB returning to your site to add to you building. THREE(3)DIFFERENT GRADES OF BUILDINGS • -1-Our 14 gauge standard carport caries carries a 10 year limited warranty that covers rust through of framing and roofing material assuming normal care and maintenance are performed. •-2-Our 12 gauge standard carport carries a 20 year limited warranty that covers rust through of framing and roofing material assuming normal care and maintenance are performed. • 7I c •-3-Our Engineered 12 or 14 gauge Building,the strongest unit available,carries the same limited warranty as our standard 12 gauge& 14 gauge and also comes with standard engineered drawings which guarantees that it will withstand a specified wind and snow loads.Needed INITIAL for permits. WCMB is not and will not be responsible for any permits or restrictions.Building permits,if required;are the sole responsibility of the purchaser and would require an Engineered Building.If you choose not to order an Engineered Building you agree to hold harmless WCMB �nvl�AL form any actio - eluding but not limited to any costs related to and including all building permit requirements and or restrictions. CCB# 161581 We Accept: Customer Signature .."------- Wa#WESTCCM966MR asercartl.. , .. (3%Credit Card Dealer Signa fees will apply) "AWS. Cash or Personal Check ©2013 WCMB,Inc.- . •d1 R ORD'•FORM(10113) $25.00 Service Charge For All Returned Checks , g JUN 18�_Z014 gat � `#U3ABD 9UIL W t!!SlON _ MANUFACTURED BY: ------'-'tw,,,,,..... ,w.'''.7°.e-.,„it , 1:. _,,,_,Ier rem.":".. 1 (ni., . II 1 ��+�'sa' 5073 Dallas Hwy W Yel:T-866-404-7788 Salcm,OR.97304 Pax_1-503-566-8833 ENGINEERED BY ......_......._._....__._...... REGULAR / A—FRAME I II CARPORT STYLE BUILDINGS A&AENG1NEERING CIVIL STRUCTURAL 121_0" TO 301_0" WIDE MI1>u.uia .rP, ,St,Stow a0114.301 1X IIT-212 IFEE•Fax.4.19-292-09.1 DRAWING INFORMATION PESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 12'TO 30'WIPE 6UILPINGS L CONSiRHGTION SHALL BE PROVIDED IN PREVAILING CODE: 055C 2010/IBC 2009 COVER SHEET 1 LOCATwN STATE OF ORFGON ACCORDAt E WIT H IBC 2039,OSHA,A1SC 360.ASCE USE GROUP: U(CARPORTS.DARNS) _ .--.._... ...._.....---, .-.-..__-_.._...... ENCLOSURE OPTIONS 2-A TO 2-C PROJECT NO: 037-13-9622 7,Awsp LI CODES AND ALL APPLICABLE LOCAL. 1. DEAD LOAD(D) 0=4 P5F SCHEDULES 5:MEMBER- SHEET nrLe:`"`— REQUIREMENTS. 2. ROOF LIVE/SNOW LOAD(Lr) Lr=20-S0 PSF I (AS PER SNOW LOAD) SECTIONS - 3 COVER SHEET 2.BASE CONNECTIONS ONS SHALL BE PROVIDED A5 SNOW LOAD(5) FRAME SECTIONS&DETAILS - 4-A TO 4-C SHOWN ON FOUNDATION DETAILS SHEET. GROUND SNOW LOA,D Pn=20-120 P5F FRAME SPACING SCHEDULES - - 5-A 10 511 SHEET NO 1/ 12 IMPORTANCE-FACTOR Is=0.8 ._.. . _.... ._._..__.__.:.. 3.ALL MATERIALS IDENTIFIED BY MANUFACTURER 4. WIND LOAD(W) PURLIN&GIRT SPACING DRAWN BY: IZM - DATE 24/14 NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL - BASIC WIND SPEED VT=90-ISO MPH SCHEDULES --- 6 CHECKED BY:OAA DATE-2/4/14 EXPOSURE G CR EXCEEDING ORIGINAL. IMPOR1ANCE FACTOR Iw=0.237(Vs<=100) SHEATHING ORIENTATION LEGAL INFORMATION 4.ALL 5110P CONNECTIONS SHALL BE WELDED 0.77(VT>100) - t,-ANY DUPLICATION Of TME.ORMAANG IN WNW CAK .5. SEISMIC LOAD E OPTIONS 7 () E#:F)RAA{X;fp,DUNDH:TO F W?ETTNTOrTHEIAW. CONNECTIONS. DESIGN CATEGORY P SIDE WALL FRAMING DRAMMGO VMID UP TO I WARFRONT DATE OF 9 NATURE 5. ALL FELD CONNECT10N3 SHALL DE TEES Y12 IMPORTANCE FACTOR Is=1.00 &OPENINGS p-A,8-E3 SEAL: (1/4 X1"), LOAD COMBINATIONS: EM)WALL FRAMING a S FEEL SHEATHING SHALL.DE 2SG A.CORRUGATED 2 (3.*(W OR S) OD PROF. a D+(W OR:0.7E) &OPENINGS9-A TO 9-C .ci as GAILY.OR PAINTED STEEL-MAIN RID K.3/4" 3. D+0.75(W OR i0,7E)4 0.75(Lr OR 5) CORNER BRACING PETALS 10 <tJ�\� �aG I R ,CC�s/O� (F BOKSI)OR EQ. 4- 0.60+(49 OR jam LEN/TO OPTION 11 ct 74150 r 7.ALL STRUCTURAL LIGHT GAUGE TUBING AND FOUNDATION OPTIONS I. A 1412-D CHANNELS SHALL BE GRADE SO STEEL. 8,5TRLIOLURRI TUBE 7S2 112'X2 112 -14GA 15 . lo* OREGON Et27NALEN7"O T52114"K2 114'-12GA AND EITHER BUILDING INFORMATION CERTIFIC 10 0�,/q ° aam� t VALIDITY N TI N.13,2 ONE CAN BE USED INTERCHANGEABLY. tte t 4 9194 �tr YADTH I'8 LENGTH: 25 HEIGHT J I DATE OF ISSUE:08/ 1/2 :1F �l Aav� ADDRESS: g 3140 SW R,ti S1. CERTIFICATION ON T SE DRAWINGS IS VALID FOR ONE DATE EXPIRES:12/31/2015 T`{9 a,v-4, 0'12 CO 2„2... FROM DATE OF ISSUE DATE SIGNED: FEB 05 2014 • 1 MANUFACTURED BY: (**) / ter° / 001, _.0 0;0,-, ,,,,,,,,,,,,, .,„„004,,, ,,,„rtio 0 7.-,°7 Fr#4*,,,0 r,..0.:''''',7-'9:.00/10„..re;'7.'..4'..°'''''..-4,0,10,."TO �� %" iv Oil � 11 ' 507:3 Dallas II y W 'Fel:1-M6.404-77RM�/°� t Salem,(1k.47104 Fax:I-51'e,}.566.FSM33. L—PARTIALLY PARTIALLY ..._... . ENGINEERED BY: ENCLOSED ' ENCLOSED ._. SIDE WALLS 5lDE.WALL I' -DIAGL7IAC ' BRACES CASE 5:OPEN DUILDING W;>3'SIDE WALLS CASE 0:OPEN DUILOING WI ONE SID=.WALL A&A ENGINEERING COOL,STSVITURAL DESCRIPTION;OPEN BUILDING WITH ENCLOSED F.00F AWl DESCRIPTION:OPEN BUILDING W1111 ENCLOSED ROOF AND ONLY mil it.„^ Mao,w,IIC B.Teta",0114261.3. MORE THAN HEIGHT ENCLOSED 014 301}H SIDE WALLS. OK.ASIDE WALL PARTIALLY ENDLOSED. 'r°t'tls iwl•Y 4tn-9smiaass CONDITIONS: CONDITIONS: a,-req•aana" MUSE TNA3LE 5.2 OR 5.4'I O DETERMINE FRAME T. USE TABLE 5.2 OR 5.4 70 DETERMINE FRAME SPACING DRAWING INFORMATION SPACING BUT REDUCE 3Y H BUT REDUCE 3Y S"' PROJECT' 1L'TO 30'WIDE ELl 0 NGS 2. BOTH SIDE WAD.5 HAVE TO BE ENCLOSED.FOR CASES 2. OPEN SIDE WALL TO BE BRACED WITH DIAGONAL BRACES - '_ -• .... - OF SINGLE 510E ENCLOSED SEE CASE&11115 SHEET. AS SHOWN.5EE SHEET 10 FOR DIAGONAL BRACE LOCATION:STATE OF OREGON PROJECT No.: 03713-0622 SHEET TITLE: _._.........._........- .._._ . _..._.....,_............ BUILDING ENCLOSURE I 0-0 OPTIONS-CONTD. w. ofr �a�' rVsVs SHEET NO: 2D/12 " ,a, ` CHECKED BIS 2/4/14 ��' V°N �° �/ �N°' �m*a,.` .-4,---'1,.---:� TE 614/14 ... l d �r INFORMATION -,Y d 9' 4. ��-'+« % -ANY DWLGAION OY NIS DRAWING N%wow W. kV',i 2 --. �xt`'v �'3 �'� 6 1 PAP I 77:IC71.Y FCNSB DDFN/dJYLlY4.DJIW..`X)MAIL p pa"SS '� :If fo " °,, 0 0 ®I�' t'F fDRAtU1CIIGS OVA2ID IG Al IUNE/FR TNE RYF.ARFROM ME(7AW. %� f p� l "'teems ' 0% ENCLOSED ENV V ENCLOSED---/ RED PRp�F WALL WW/ ` � GABLE[NO sI 410 I N fi.6 s/0 , i 74150 11 < CASE 7:ENCLOSED BUILDING W/END WALL OPENING CASE 8:ENCLOSED DUILPING W/ONE GABLE END DESCRIPTION:ENCLOSED BUILDING WITH OPENING ON ONE OR DESCRIPTION_ENCLOSED BUILDING WITH GABLE ON ONE END. AlTrk ! OREGON 60TH END WALL:5. CONDITIONS: 1kCONDITIONS: 1. OSE TABLE 5.1 OR 5,3 FOR FRAME SPACIN J. Iti) 13,2�� �4, 1. USE ABLE 5.1 OR 5.3 FOR FRAME SPACING. 2. ONLY ONE END WALL MAY HAVE A GABLE WITH OTHER R `(P. 2. SEE SHEET 9-A FOR END WALL OPENING 517.E LIMITS. CND WALL FULLY ENCLOSED, AIL!ABS' 3. END WALLS CAN HAVE MORE THAN ONE OPENING.SEE A SEE SHEET 9-3 FOR GALLI END FRAMING. SHEET 9-A FOR PLACEMENT LIMITS. 4. SEE SHEET 9-A FOR END WALL FRAMING DETAILS. DATE EXPIRES:12/31/2015 DATESONEC3: FEB 05 2014 A3LrPLFLvivc 3.1:WIcrd MM MAX.DUI LPIING LEND - GTH SCHEDULE MANUFACTURED EY:t' IL TNG _ . . __ 22'x030' 100-0 : cN NOTE:MAX 321131 ll,'LENGTH CPSd'JE iNCPEA`�i U EM AlO NE,A[TOUSLEi • 2 5„4 F?AME.THE PORTION OF TEE LUILDE4G ON EACH 510E.. THE DCUILE:D �2.., FRAME CAN THEN EXTEND UP TO TIE MAX.TAIXUTAPED DU1LEXNG THICKNESS_f4GP. =_STH 25"X 2.5 ,X14GA TUBE W/225" TABLE 32 MEMBER FROFt R I IES c`"X 25"14-GA TUBE - 3 . SCAtF til X L"J'X 12GA TUDE INSERTFfr U -11•-EL PFO PT( L.TEti NO '%"•'•"'5 i IA COLUMN POST _ Lam+"Y 2.5 74x0 TJUf: q MUTE INSER"-R it 1.)FN( 7 d,HELD 4 ----- 301 1241 _.__. W 3. FA,SIENE�. '�?Z!G'C%C 5073 116 COLUMN POST ! 20"X2.5"X 14001Uf3E W/2.2. i STAGGEREDOPPOSITE.PACE. Salem, a > > i X 2.25 X 2!'A IEDE INSERT--i �.r; Q - .. 30R597'iO4 X' fIel 1S'115(�t 8tt1-860-404 R1R' 2 i ROOF MAM 25"X.2. X1430 iU ',A ! Q ENOINEEAEO 8Y.1,1 -.. 3 BASE RAIL 2.5"X 2.5"X 14x-A TU6. ;.A i _ �( III II ® PEAK BRACE CHANNEL 2.5"X 2.5"X 14GA C-iANEFL Y 4 j I.25" 2,_ '_ 413 PEAK DRAGE PDE 25"X 25 X 14GA T Ii3E I THICKNESS=1260 TH1:;KNE55=I4GA 1 5 f KNEE'SPACES 2.5"X 1.5'14G".CHA CEL2.25" A+LA ENGINEERINGu 1 ---1--4.-: k 2.25'1460�T;;gE 2"X["14-60'UB,., ural•srw/ciT)eu). (I;5 CERN C-OR SiEEYi: 225"X',?15 xI2c, T;JP/E ---.-'---2 --( 5c,,LE,N/S SCAC.w.s'- Mil x,�t„„. ra. S .e rolem,0,i„ i 7 - K.. :'�L ii !9&k•!n i19.Y�'.7A45 I_ 6.09E Pd�YLr 'l.5'X 2.5"X 3"-G fro'A,t�C;LE k'i ,,.,,,,,, I81 PUPILS 4.25"X?b"X1SGAi14GAHATO CHANNEL 5 1- 14' 4' O DRAWING INFORMATION 9 GIRT 4.2'X1.5 X18GAi14GAHAT GU I. 5 _ -i L ATIO 12'7(13 OF OREGON 10 `vHEATFFM; _ 29 GA CORRUGATED rEV SF[_T - I - - LOCATION:STATE OF OREGON 11 EhD'NALL posy I- 25'X 2.6 X 14CP T113E 1.A. i• - .. 2 Posy 25 x 2.5 x 14C A r 3= to X2.5 4' 1 '� PROJECT No.: O3?-13-0622 __� 4.2.5" sNEET mom: 13 SINGLE HEADER 2.5"X25 X140A11113E. H "NICENESS-WGA IA _ THCKwEss taco/14va SCHEDULES ANP 14 DgJSLE MASER PDT.2.5"x 15 x 74c A T UDE A 25"X 1,5"1460 CHANNEL 4.25"X 15`X":£GA;i4GA f5 riErw comm axONFRA ; 2.5"X2.5 X14LSAiUDE - - F.tT N:sMEMBER SECTIONS a HAT GuANNE. 16! ANGLE 6RACKET 2"X 2"X 2'LG.VEGA ANGLE. \`� • J SLeIENIS SHEET NO.: 3/12 17 STRAIGHT I3RACKET X 2 X 4"LG.14G.A PLAT[ ° D ._ IS P6suxtT 6-- i a _� oRAtwgar:_„IDA ___.orrE.2/4f14 25 3 25'X)4GA TUBE. 1 A. i N - ,. _.. ::::D 20 DIAGONAL SPACE 2 x I'Y,'h GA TUBE 3L.,°,... Q' CNECKEDBY OAA DATE:214!14 21 GABLE MACE 2 X 2 X14{A TOSS 3LEGAL INFORMATION i 22 013 SPA KE' 6 36`%14t�APA7E 9 �` ANY 155TRJlILYrNaomr.INS ko tx:ING50M t'ARTUSTar(LYFOP,LyOnc NAL o Sp,4w E'ti'W`k.'#il1TF.tJ WvEK A�flAl.E%1'c.Yt C51'it}p.SAW. _23; TRUSS SPACER 2.5"X,25 X✓itiA 7L(5E 1.A TH>LKNESS-kl(>h YH(GKIvE55-1460 - W 'VALHI OP to l YEACMOM CAT:Cr 24 ALL FASTENERS L EKS#12 X 3/4'BLL)DRILL SCREWS W/ STRAIGHT BRACKET ANGLE BRACKET° SEAL: --" _--.- NEOPRENE/SEELWASi-ER s0ALI:ens 6 SCA; MI TABLE 3.3:SHEATHING FASTENER SCHEDULE �tiRc0O PRO cF61 L I?I, r•'NER PANES SLOE LA'/5 ! EOGE LAPS FL�[Wi4`Ri - GJ ��G � trio. 4 it; 6"C/C M'N.t ( 4"C/C I 8 C/i -_� �' �. FASTENER TYPE:TEKS#12X)SELFDRILL SCREWS W/N OPRENE/STEE:I. ° ° I 0.i �'i �4 �a 9y. wAsfR I r y �' y (C)1 ° Q n , ° ° • OREGON 5 T ICK mss 29GW THTC PS,=WGA THICKNESS=vT R4Ci ABU''P 29 GA CORRUGATED )°SHEATHING/7BASE ANGLE YALE:W5 �a J DB BRACKET - vrs DATE EXPIRES 12/3112015 SCAM:NIS _.. DATE SIGNED: FEB 052014 I [?]ROOF BEAM 12 MANUFACTURED BY: icor �^ ��101 ^� ]? litil [2]ROOF SEAM (/i�/!rte ``` 3 1'71 /1 [4]PEAK BRACE-SEE ` l _J TABLE 4-C.1 FOR LENGTH ` (6]6"LG.CONNECTOR \ SLEEVE-FIELD DOLT W/ \—[5]KNEE BRACE- [24]FASTENERS-SEE' ATTACH WITH(2)[24] 6"'" [5]KNEE BRACE-SEE TABLE 4-C.3 FOR NO.OF FASTENERS ES. 5073 Dallas Ih W FASTENERS RECD.. -T'X 'fel:1-5)3-566-7788 8835 Q TABLE 4-C.2 FOR LENGTH [lA)COLUMN P05T Salem,OIL 97304 Tax:1-503-566-8833 N [IA]COLUMN POST ENGINEERED BY A.'A'-FRAME I I I 12 • A&A ENGINEERING 3 I CIVIL•STRUCTURAL [3]DOSE RAIL -> .%11 Scotia i Pl., ah &At13•Txi,ON 4a628 Ta.4194941983•Pat 44A ML0955 mnvaaenc...rom r \_ Jr --- \� [2]ROOF BEAM DRAWING INFORMATION. MAX.29'-91/2" "ff PROJECT: 12'TO 3(2 WIDE BUILDINGS TYP.A-FRAME-SINGLE TUBE SECTION LOCAnoNSTATE OF OREGON SCALE-HHS PROJECT NO. 037-13-0622 [2]ROOF BEAM 0 A5]t 1 wim z)[24] SHEET TtTFRAME SECTIONS ® (6]8"LG.CONNECTOR FASTENERS ES. SLEEVE-FIELD DOLT W1 &DETAILS SINGLE TUBE [24]FASTENERS-SEE ArIM I 1 TABLE 4-C.3 FOR NO.OF [1A]COLUMN POST _ - VIOV 1 I 12 SHEET ND: 4-A/12 I � 13 FASTENERS REAR --- - \` DRAWN BY: 12M DATE:2/4114 CHECKED BY:OAA DATE:2/4/14 j j j [4]PEAK BRACE-SEE \ B.REGULAR FRAME I. I_ JJ TABLE 4-C.1 FOR LENGTH LEGAL INFORMATION -ANY DUPLICATION OF TNIS DRAWING IN WHOLE OR EAVE DETAILO PART S STRICTLY FORBIDDEN.ANYONE Ogp G SO WU. SE PROSECUTED UNDER THE FULL EVENT OF THE [5]KNEE BRACE-SEE rs I -DRAWINGS vwo UP TO I FROM DATE CrOW SCALE:N TABLE 4-C2 FOR LENGTH SEAL: ;?.I [1A]COLUMN POST [6]6"LG.CONNECTOR SLEEVE-FIELD BOLT E� PROF W/[24]FASTENERS-.SEE TABLE 4-C.3 FCR 41 '�'� FST NO.OF FASTENERS REAR I� [IA]COLUMN P057 G 1 N FF spy d Nil �� 74150 P f[3]BASE RAIL l!i [3]SASE RAIL OREGON MAX.29'-91/2' T. � • Alk'41' 13°2.Q. 5<� BASE DETAIL 2 gL1ABU=�P TY'''.REGULAR FRAME-SINGLE TUBE SECTION SCALE:NRS k., SCALE NTS NOTE:COLUMN POST MAY BE ADJUSTED srFOR LEVELING. - MANUFACTURER IS NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES:12/31/2015 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: FEB 05 2014 crni OF Ti p • Approved by Pianni - Date: s .:.: Initials: _______ i__ ______ • MANUFACTURED BY: :4111111111111110"%21 ROOF SEAM s �- [17]STRA A IT DRACKET. SECURE TO PE SUPPORT AND ROCS SEAMS OR PEAK DRACE-- Wr(4)(24]FASTENERS E.S. OR WELD(2)SIDES ['DJ PD SUPPORT-FOR Alli PEAK 3RAOE5 LON3L.R 4-Es ill THAN 120" •. • `. (2]KC OP DEAN (/'+r, *N11 (4D]-PEAK DRAGE0,4 I -lZilt��],4`s: I I5071 Dallas Hwy W 'Eel:1-866-404 7148 Salem,OR.97304 Fax:1-503-566.1831 PB SUPPORT DETAIL 4.-� i i t 1 ENGINEERED BY: y y / YALE:MS '1 .......__ _—_.__.._..... Y 3 PEAK BRACE LONGER THAN 12'C 'I '42-'6- .F J,�y/r NOTE:P9 SUPPORT MAY ALSO DE 1413]PEAK DRAGS - ATTACA-ED DY VS"WELDS ALL AROUND TUDE 4-0 A PEAK BRACE LENGTH GREATER MAN 10'67' k&A L+'NC>INF,ERING OWL•STRUCVUHM. 5911 PemmaJsce Mee.S4 c D 4 Toledo,GH 4303 [2]ROOF L3EAM•-. T4.119.292./%3•EA.410.2924955 (2j RO F SEAM vxwn w ��, DRAWING INFORMATION � _ PROJECT 2 TO 30 WIDE BUILDIt MAX.12'{Y' ---- �� 22p.A, LOCATION STATE OF OREGON .._...... 1413]1UDE PEAK DRACC (49)PEAK DRACE ATIACH/MTH1(a"WELCX 1UDE 4-D w c....-.03713-G 22 SHEET TITLE: 6"LONG ES. D.PEAK DRACE LENGTH LESS THAN 1247 A.PEAK DRAGE TUDE 4 FRAME DETAILS ` (21ROOF DEYM [2]ROOF REAM st1EEr Na 4 C/12 ` �4� �- 6, t DRAWN BY IZM DATE:2/4/14v -. [4A]CHANNEL PEAK DRACE- MAX, _C, 'I g?:s CHECKED BY.OAA DATE.2/4/14 ATTACH LATH(2)[24) OM PEAK DRAGS 4-D LEGAL,INFORMATION FASTENERS E.S.(TCXAL.4 EACH CHANNEL - r/LPU.:ATKXI OF/HA LW.WANG INNAOc OR Eta).MAINTAIN MIN.1"EDGE C.PEAK DRAGE LENr1N LE55 THAN 6'-(Y' AlrE3 STRICTLY FORBIDDEN.ANYONE DOING So WU N../DKRC1M^/AcOONEawDi/RTMO FLY£PRXIENxd Dl€pAW.DISTANCE AND SPACING D.PEAK DRAGE CHA.NNE.L PEAK GRACEDETAILSS -__src_ai . .........._ .. SCALE:NIA 4 REAL PEAK BRACE CONNECTION DETAILS] - '„:ALE:N19 -1 2 J <C's PRQF�ss ROOF MENDER .0 �G 1 N EF /O 2 TABLE 4-0.1:PEAK BRACE SCHEDULE TABLE 4-02:KNEE BRACE SCHEDULE I 74150 9T FL/LOF r O/-! 1 LAK 6E ,.1 1/`AL/A EAS-HD,IH 1 KNLI I':`.,::-IF LEPI: FH 1 � 12'T015 4' `'�14. 16 7016._ 6, 9'7012'— -TO 6 36° I OREGON 20'TO 26 yy O�[4J PEAKDRAGE-POUDLEDALONG — TABLE 4-C.3 FA'STEN'ER SCHEDULE MI N13,20 !`ROOF MENDER TILL SIVE.ATTACH WITH _ 24'TO26'� 14' \ �5 AB‘)-'11's 1/8"F;LEET-ivz'LG�a"GG.sTITCH 27`TOSKY ig' 'iN'''--Ii-H.eotMFH irJO.c If 7F;d(3,£, 4)4LIAB�' WELD DOTH SIDES 51ATV'.GGERED-T . _. ',30 TO 105 4 ' PEAK BRACE COINECTION DETAILS 110 10130 6 DATE EXPIRES:12/31/2015 ._...._ 135 TO/30 a ....__ .. -. SCALE.WS __.._.. DATE SIGNED: FEB 05 2014 TASTE 5.t:SINGLE FRAME SrACIF SOILS'.,E:ENCLOSED SIALDINGS MANUFACTURED BY; GROUND NIt�:>F1ED(•1PIQ ,.,.._._.---.___...._...__..__.._�. _ SN(Wf t "` -- W;Nf.'SPEED(MPHj ROOF WE '') ,00 110 3'7.,0 13O '4° i5'. IOC---- __.-__. _......_._..� 110 12,0 7,3C; 14G 350 LOAD(f'SF) 30120 5 5 4.5/5 . 3.5 3: 3 51 35 2.5` C 40/3O I Mall 4.515 _ 4.5/5 4.5/5 4.5'5 _35 35. g 4 /a 3a° 3 t t' 4O 1 4/`.� 4/5 415 4:4'5 3a 35 3 .4_ ' q15'. ,*4ry3` MINKRIHNEMOMM,60140 4/ty 4fii 455 444:4'5.55 145 3.5 35 ®I 45:5' 415 85 3 Mall 70 t 50 3 74 3.514 3.514 3614 35/4 3.5 3 �$ 331414' /4 s 3.514: 3,5 3, 5.1h>f =� 8°9011‘"'70 0'z.,,,5° 0 ' 31514: .5 3/35. .._3/3.5 3/3.5 3/3.5 1 35 3 313,5 3/3,5 a/N5 3/35 35 3 5073 Dallas J Hwy W Tel:4-866-404 77t1R. • 90/70 2.3 2 F/3 2 513 25/3 25/3 3 3 2.513 2,5/3 2.5/3 2.5/3..". 2,5/3 3 25 Sa;cm,Oft.97304 Pas:1-503-506-8833 120 5 5 •._;4.5 5 ,`3,3514 '3;/4 - 5 5 ._._2.. 5 4510 . 4 a�/4 3.5/4 ': ENGINEERED RT. ___. ....._ _................ u 40130 445/5 4.6/5 3.514 4.5/5 4,,, 455, h.5/�5 4 ,.514 35/4 r, 5'0135 4/5 - `^4 415 4", _ 4/5 _ 41:3 4 3>/4 3.514 ill 60140 476 4 415 4 !4 hl', 415 415 415 t _�� 35t�t 3.514 70150 S/4 215/4 31:314 '3514 35/4 '.3,5/4 '� /4 3,:5 3.5/4 1• 35/4 I_ ,5/4 35/4 3514 ASA.L/NGINEERIIVG 801550 3/3x3 '3i 3/3.5 3/3.5 ' 31 5 3135 3/35 3'." :1,35 3/35 CAVIL•STRUCTURAL 90170 25 �3v < sBnHe.' r.IIUTU.e Be'IMNMROli 4365 73 ! 1168 2553 �.5f3 2�1 2513 2513 '/a.a/nasa.19SE• m44WETLMM 30/20 a 5 5 5 4 5!5 4.4� 3.5/4.5... 514,5 1"? '4, 3 - 4/4 3.5!4,5 ,35/43. w«». ,..<w. 4 .. 40!30 4.51(.3 4515 4.5/5 4511 4/h..5 3.5145 '1.514.5 45/5. 4.515 4,5. z. .. - 4/45. ','$-6(4.5 DRAWING INFORMATION 50/35 415 4/5 4/5 4115 4/45 3.5/4.5 3x145 4/6-. 415 4(45. '3,5145 3:5/4.6 wm.�cT 12'TQ 30'WIDE P'LILP GS Fi0/40 I 4/5 4!J 4/5 4/5 4/4.5 35/4.7........37/4.5 W - 70/50 35/4 �. - 55/ - 3"5/4.5 e.0...N;STATE OF OREGOD N 3.514 3.5/4 313.5 3535 313.5 $3.514,. 3 /4„ 35/4 3.514' $.ff1-4 3 14" . 4 35/4 3.614 35/4 � 3,5/4, - 3°901/6°70 0/60 313:5 ' 3/33 3135 ' ' ' 3;3.5 3/3.3 3313 3!$1,511- 5'3,5 3/35 3135 3.3 raoaECT No: 037 13-0622 90/70 2.513 25/3 2.5/3 25/3 25/3 2.575 25/3 ._. -_".'"....." .. (.�5f3 .2.57$ ' ��" 2,513 'Z,S/3 2.673" silEEr TiiiE: 36120 -�,• MS 5 SPACING .I ,_ 5 4.515 35 3 2.5 FRAME :mils+ 50/35 g,.< y' , re4a .. `°3.5 2 `� 4515 45/5 4.515 ' 4.5/5 35 3 I 25 $NEETNrO. 55CD2 ret _ .. x :; ,4/4 1 -.-.1''' 2 ; 4 4/5 4/5 I 4/4.5 35 3 2.5 ._. __ .... • G0/40 a° 5 3 25.5 3:5 35 3.5 3.5 '33 25 DRAWNSY ILM DATE 2!x(14 `' 701150 �`t' t" •.-;;,,'' `$� `3t3 3 C _..._... ._. ......_._. 2 /50ligitt ik 5 .V ,,,,,',$;-:', 2.5 213 W 25 3 .� _ CHECKED BY:OAA bATEr 2/4(74 25 Ia 25 25 LEGAL INFORMATION 90/90 .., : 2g;r ., _. .. ;k5 I 25 J5 25 25 2.5 ?..5 -ANrrxmiAAraNOFrrme� ;N;mexc ) 30120 ! 5 5 5.. .4515 4 3514 3514 11311 n IeRnsF:ureo e' -Niw u/roFiiit uw • 5 ? 4 4 351}, ow 7 �vwrouPTA FULLO unMwecv 40130 ( 4.515 45(5 4.515 4$55 4 3x_74 3.5/4 4 .{ 5 ` 4 i; 50/35 4/5 4/5 415 4/5 4 3.5/4 _3:5/4 4/5 4/5 4/5 415 4 -:3 4 "ATUR£ 60/40 ( 4145 414.5_ 4145 ' 4/45 4__ 3$/4 _ 35/4 35 8.6 35 3 SEAL 70150 35,4 3.514 3.5/4 3,5/4 3.514 3k5/4 35/4 n3aim ,'3 .: 3 _a3 5.3 - ����(j (� O,p. 80!60 35 35 35 35 35 35 35 GINS % 0/60 70 , 3. :, 3 =_ res 5 �r 'pill ' ,15"4.-)...'' 5 .; . _ ::-:•'" `:' ��a 0 r _ 40/20 a fi 5 �✓7 �� 741 50 - ` " ?. 4.58 4.515 45/5 4515 4/45 3.5/4.5 35/4,5 itiP `' 60140 • .4 r 14/* 4'/5 4/5...__. 4,'S 414.,5 3.5/4.5 3.5/45 t y 30135 ,../4% •n 3lin5 3-' 33 `5 35 35 OREGON • ` 70/50 f�, 25 2.6 25 22,55 90170 < i 'v +k.a a- 25 25� rs,2 �,• � � �. , .: _ __ % .bk 5'<<" SEF TALE NOTES ON 51 _ ,.:. ,1 d .,:,,-;,*,,,T, , 2.5 2.5 25 2.5 25 25 'r 4(,�1 Vt� ET 5-C _. .._._...._ DATE EXPIRES:12/31/2015 "" DATE SIGNED: FEB 05 2014 TALE 61:PURUN SPAC G HEw LEMAHUFACTIJRED:Y: 1AOLE L 2:GIFT 5�'AGINGSCHEDULE' („*....) 1 Z RCAi 14GA IV-T641/211 tt_i.PUILIN 1:300 HAT CiIAPRJEI.FOR tLIN WINO,>PELl);MPH .,iNfiiNt f F AM11�: ) ROOF LIVE WINO OPTED 11,4141) WIND M'ND 3FE k D 04H,0 0/000003 -1) 100 /10 120 130 190 11L, LOAD(I-S71) 90 0011O7771-2/79-1. 30 140 16011 wa 100 10 17/) 130 140) 71E01 5 0 a-60 45 L.36 1 W 24 1 24 19 I 36120 I 54 45 42136 per)'24. LE 36 30 ogs .43 1(j 0 ' 12'i 41-6" 1 60 60 I 45I 42 36 1 3:5 24 t 40/50 :i0 3O 1& 3! 1 _.... f Cx. '• x) 4 14 a; 0.0 K ?.O13a 4{3 48 42 I if 24 24 24 -1B 12 12 3'6 1 Com' 0 4 1 46 f- 42 1.0 60147 36 .' 3-671- 2471 1I 8 w9 E,' 16 32 12' `2 1Y000 O yF '0 :YI )4 4:5® Fl. 701.50 36 36 36 3630 tl 24 24 '. 16 1/'`'1t 1$'°i3- 12 1 NOT.:...,. - - �Rl fT 3, CART.SFA,i JG L".f;i A*' IN INCHED. 50 3 Dallas 13� >XJ Tel:1 R6f 1(W 77R& ` ")60 30 30• SIT 3O"24 24 t�" 13 8 75 70 ,Nd 32 sSrtesn,Olt,97304 }:an:t-SOi-560 6/.'i3 1_.t _ _ 90/31) 24 1 24 24 24 124 24 I2T';12 42 , -12-I",12 12.j14G'z)- I?Az 7�,tEIYeStr€E T'0 BE Lam(.Ef+?00TH 30120 .30- '.N? <5 3z, 3 ,i4 16 1 17 . AAD 16 APR IPS ENGINEERED BY: 121 3. RODE ?A 5.1 ..L KA X CRUSE iII�1 4013:5 '�0 42 3,. 1,,0 24 10 19 FROM LADLE �G;;.i r FRAME-ENCLOSED), _+.+r/' a 201 • 30 3�, 40 30 "i4 lb 1F�12 i 52(5!1^61.9. R)Mc. °PER),N (60051E ILI.111' Fr'✓i 40 1111 o 42 42 42 .'y i 7^ ♦ fi''Y ,0 )4 15 FRAME-EFk,,.O......L,OR 3.4 02011.LE.FRAME- _' 150 4$=° '4' 4 E 24 t r r2 9PE t A&A INGIN1111RING .'':t'E 3 MI SEW URA. ,„.. 10 e, 4 :fs j Is k? 1 12 . ax Dominance Vara.Su F.'rk .On4:Ym_a 901)0 '3 _.rs 10 if ▪ 3 16 12: TM4IS.aea3083aFla,414.292+ 30/27 I 34 45 42: 42 36,36 a < 34' 45 36 i50 2k 1.24 115-} DRAWING INFORMATION ') 4{7!30 48 45 42 142 36 36 30 44' '48 '36.uP L4 4i 15:1 It 20135 45 45 42 1 42 36 136 30 42 X42 &G 24 241' PROJECT12'TO 30 WIDE BUILDINGS 60/40 1 42 42 42 1 42 36°30 30 I 56 ', 3o ,.4 "14 LOCATION;STATE OF OREGON70150 42 42 42 42 31 36 '„0 3 3G ,3/ *.i144:;:-1.41:'?A.! 1iQ PRDJECTIO 037'30622 90171' 36 i:3 36 1 3 30 124 :24 24 24 X24 2▪ 4- 15 RS 00 i SO 36:36 3624 :24 IT i.. 90/70 1 SHEET TITLE: 10` PURL(N&GIRT SPACING Iii 5!F 4$,_ '+: 30, ;.i4 48 42 42 36 30 30 -` 40130 "#�} '""sa ,r�...', o.:',1,48 4Pi 42 42 ;,E ;:'Y.i . 2013,5 a - 424.{, - 45 51112 --214 . 133130i 3t?i r 60142 42 4 42 -f3 4`L[42`r• x 'C i 30' sHEETnO....SCHEDULES--- .. .. .....: t. ( 61 7015, 422 ' 42 s' 42;42 4213,6',301351 1 DRAWN BY: '•ZM DATE 2f4ft4 80160ig, �6 36 36 36'37-371 CHECKED BY:OAA DATE 214114 170 $ , '', ; 5563& 3636 30 30-11.EGAliNFORMATION 30:20 5448 42 42 36 7 .3.11 II o -AW D UCATON of IS DEAavK'97 WICAE CR PATS STRICTLY FOREMEN.ANANE U( ''al WILL — 40130 95 45 42 47: 36 ro;'4O 9 f: ae'+c)sewr>x9 E7: RTr FULL cxrtwr Of Te 1./FIC- VAUD f TO I YflR(RJM ofor of 7 20/35 i 40, 46 42 42 36 1 36 1 - ; .$,,,';� ._GNAT_URF : 60140 e2'42 42'4-2 36 36 - e SEAL. p70�.150 142 9? 42 42 ®36 W 42; W 30+60 i 36 3d 36 36 3`0 36..30 0 9 .F _r ( s: s: ��''rfl PRC7FFS 90170 3613 3 .36 36 a 3 r:3c3 A tis N E 'o NOTED: 8 g,, i. PURIM SPAG:NG UNITS ARE IH INOHE.5. 1 Cr' Il74150 r 2. FRAME SPACING NEEDS TO EE DETERMINED FROM TABLE 5.1(380i E FRAME -ENCLOSED).5.2(SINGLE FRAME-013114),5.3(00361E FRAME-ENCLOSED) ) OR 5.4(001JBLE FRAME-OPEN), 1 111 OREGON t" -7A-0, ABS �P DATE EXPIRES: 12/31/2015 DATE s'rru0: FEB 05 2014 �'� :, MANUFACTURED BY: -•• ••„`;‘,'''-.0'''..-0s" - -°-4°' :', ','i . (#:n1) ®� � � ®�► q e'°� A `44 HO] eI ATHr., [In FM WALL rOST �I u�, j) Its 5I'3 DaI1�Hwy W'fel:I-866.404-7788 4 Ir ,® SCE TABLE33 FCS.. Salem OR.97304 Fax:1•503-566•88.13 -0 FASTE NER SCHEDULE n ENGINEERED BY: `, # m- TYI' HORIZONTAL.SHEATHING DFTA!L "i • .,AIA:.WE L am./ '�' 310. ! A&A FNG NEEEHING RAL ''YF'.HORIZONTAL SHEATHING •. / nil Ren,>a miu,, xB•T .onLSIArd :A:AIC N'6 f"� Tel 413292.1913 a Fax.419@! d%i S' DRAWING INFORMATION [FS] 'LRUNCa . �',. ps 9�<� `` PROJECT: 12'TO 30'WIPE DUILPIN.S S !r SEe t ASLE b:7 F(r LOCATION STATE OF OREGON aceta» �� # FAStt:NFR �A{DULE PROxiolc 03713-0622 �� �, �° [u>] LA HnNx. s eETTrtLE ._.. ;-� �►!�, i� z� SHEATHING ORIENTATION I '''.4,� © OPTIONS AND DETAILS f�g11�,� 4'a 9 � r � '- IF [b]Pt1RLN5 ATTACH FORUMS TO A .� -' ��) x.' ROOF REAMS W/(2) SHEET NO _.__..7/12 .............. q� �� � L� [247fA,TENF�5 CHECKED RAWNBY IDA BATE 2,4114 `s � o e ROOF VERTICAL SHEATHING DETAIL I II - _ - $ I ' I X 2 Eca�ev OAA nATe 2J4/14-� SCALL.WS NNq pp I w LEGAL INFORMATION ..'!.4)100';:!11/11. if IF 1,-. N 0XR CAT OP F THIS DRAWING IN Nt GF OR W ry PART IS STRICTLY FORIIOM ANY*;.(XT9{G SO lWy -1 °- ATTAGHG1RT5TOPOSTS :. I'A'To UNOULI THE EuuO k )VDI LW. y,I " -O lYz V UD U TC,I WAS moan OATS:OF 81 I,64011'-- in c0 W1(2)L24]FASTENERS r �� - sxx+niuec 861L: [9]GIRTS TIP.VERTICAL SHEATHING r�fi� PR�rFss SCALE:NTS xrIt. GENERAL SHEATHING NOTES; iji r4�so .:ICF:TABLE 33 FOF, - •!\ I. REGULARSTYLEBUILDINGSCANONLYHAVEHORIZONTA;.. +�\ �RE�'ON ,:,,, ( SHEATHING ON ROOF AND WALLS. FASTENER SCHEDJLE ; Illi 2. A-FRAME STILE BUILDINGS CAN HAVE ANY COMBINATION OF ��' �; J,q 13,20�A ,,`�1 HORIZONTAL OR VERTICAL SHEATHING ON ROOFS AND WALLS. 4)4/.1 JJ 'M 'V 3. BOTHRAND VERTICALS ROOF SHEATHING CAN HAVE 9J CRT[I-OHEAl I-C' ,F"Alt AB'Y' . 4. USING VERTICAL SHEATHING MAY ALLOW FOR GREATER FRAME WALL VERTICAL SHEATHING DETAIL SPACING,SEE NOTE 2 UNDER DESIGN TABLES 5.1 AND 5,2. SCALL.RTS S DATE EXPIRES:1213112018 DATE SXIEO: FEB 0S 2014 . , • MANUFACTURED BY: .40-11°2.4 TN ',\ MAX \ ' \ I/ ,.,. \\„.. - / 2 CU r FRAMES---\---- s'',\ e".° '`If s ,,,...),>. KM,';',CUT FRAMES—\--- 1 411d1.031; , ..•,„„; •1,-,-,-0,--,-] 1 \ ;\ ‘;- ,,,,- 1 / \ 1;; 11;--:-.? , ,,,,;;„ N ..--. ,-...,...-- r -''ST:12-1,1,)gRa':71‘3Lv14'W FisL4exi:11.-866503--4°4566:88377818 ENOINEEREDBY: A , ,,,,,,., ,„,..., J','' '',‘, AI ,.///' , /I.0%',2- , ova':E-mizill ,,,, Pr,151.E\G°F.6 ) ''''''',..--.^.. i 1.i.l. , Ur --- . 5, 1- il!....•101 I I „ \T, r 9 1 \ / 1 1 it AA: 1 /\\.Is , : ‘0,L, $: \\ / II \\\, ,j . 40-PO'. A&A ENGINEEXMC Au its;741"7,-.,.mevIFIAZ,N,A=1::LiCsru4ir,E,f'AL ou Li6V mm.rwrgiguw.o.ems.'""9M DRAWING INFORMATION / ,7' '•,,c/"" t ,;,-'4---' CLEAR DAy EAo i sip oF pRoJecy; 12 TO 30 WIPE SUILONGS LOOASom STATE OF OREGON ..------ OVERHEAD DOOR OPENING&AT BUILDING CORNERS BUILDING CORNERS PROJECT N(k: 037-13-9622 SHEET TITLE: SLOE WALL OVER HEAD POOR OPENINGS 510E WALL OVER HEAP POOR OPENINGS SIDE WALL FRAMING& W/.PODDLE TUE HEADER WITH TRUSSSTYLE HEADER - %Al 1"..,Iff3 I OPENINGS SCALE KU SHEET NO.: 3-A DRAWN BY; 17.1Y1 DATE.2/4/14 CHECKED BY:OAA DATE:2/4/14 LEGAL INFORMATION , SlpE WALL FRAMING NOTES -ANY OUPUCATION OF TH15 MAW 14 NACU OR. 1. TRUSS STYLE HEADERS ARE REQUIRED FOR BUILDINGS PART 6 5TRICILY FOREMEN,MANE DOING 50 NAL. et FILOSECULEO MUCK WE FLU UMW OF THEIAW. '''.•X‘, b 43 11 OVER 20'WIDE AND WHERE TEL GROUND SNOW LOAD IS -PFLAIMICb VALV UP TO 1 YY.AR MALL/Rif OF 51ONATURF GREATER THAN 40 PSF. .4 ' ,..,-4 MIN.12"FROM CORNERS SEAL. 2, DESIGNS AND DE rfas SHOWN HERE ARE APPLICABLE TO ,',....:3-ra 1 .---' i OR COL UMN POSTS TO 1, ACCOMMODATE ANCHORS DOTH RECALL AR AND A-FRAME STYLE BUILDINGS. s.0 PRO - IF BASE RAIL IS REMOVED S. MAX.HEIGHT OF SIDE WALL POOR OPENINGS DEPENDS ON POST I ENGTI I NEEDED TO ACCOMMODATE KNEE BRACES. <, G I N At ,\4 ; I Atill,,, 4. OVERHEAD DOOR orEmNos caUT mior CTHROUGH MORE "7 11110:1I 4,---->" 0.t&'CI: THAN 2 FULL FRAMES, Et 74150 u. 1f.:1''' S. MIN.1 CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 IWrP'' 1 AL OVERHEAD DOOR OPENINGS.A CLEAR BAY IS A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OREGON 2 - OPENINGS SIZED TO FIT OPENINGS. t 'v B.5 SERVICE POOR AND 0. MIN.I CLEAR BAY MUST ALSO BF MAINTAINED FROM THE .13,44, WINDOW BUILDING CORNERS. Alt/A g3" SLOE WALL SERVICE POOR 7. SERVICE DOORS AND WINDOWS CAN SE PLACED IN CL EAR \.- AND WINPOW OPENINGS BAYS OR ANY WHERE ELSE AS NEEDED. Ss;ALE,NTS DATE EXPIRES:12/31/2015 DATE SIGNED: FEB 05 2014 ... TABLE 91:END WALL POST MANUFACTURED BY: `� SPACING SCHEDULE (T1 C 9- 9.0 _ dP .,EEC E ihiSNs 90 5 5' 5 � SEE TABLE 5'•FOR MAX. MIN 1'2.. 3fX) 5' I 5' 4 EN'S WALL POS SPACING i L'CHdt�.R ---100 / �� OFFSET 11C 4b'—1 45' 4' •3.R 120 45. I 45. (?) 4 9-C / �� `` l7-`} .�._130 4' 4' i $5 `tT.,th t ', i 9-.h j 1; f I\ � 3-A 140 1`r� -_ 3,5 �S' L' Sala,,O. Ur' Tel:1-503.566-T33 1 A / F 1..I � Sa.em OR.97104 i av 1-SDS 564-Eif135 1---97--; (� END WALL FRAMING NOTES: /�' I �° –_ —_ EMWNEERED err: __. .. . ---- / 0 4A,,,`t• '. DESIGNS AND DETAILS SHOWN?HERE ARE APPLICABLE TO BOTH Q i�i ,// �H' �0-',AL, REGULAR AND A-FRAME STYLE BUIL DINGS. J ',Ps- '1 2. OVER,BAD DOOR OPENINGS MUST MAINTAIN MIN.12,"OFFSET FROM _.....0.1° CORNERS. & 4'6 3. :AIN.'2"CLEARANCE MUST DE MAINTAINED BETWEEN ANY'TWO A A ANGINEF1tAI. R '�'�! �nu.•sevunnlold. CI NE 16 ��� OPENWGS(OYcRr�EAD DOOR OR SERVICE DOOR). 55iia<: ..Rx., 1i•Tdrm,.tnt a,� OFF. T "CO' , -6 �% 4. 'SERVICE OWES AND WINDOWS CAN 3E":.AC{D AS NEEDED. Iii sia295,083.pF 19-NMSS ta' MIN.12 BETWEEN OPENINGS GREATER 111AN 10'O"WV:SHOULD LSE A DOUBLE TUBE 1 �1 W - OPENINGS HEADER. DRAWING INFORMATION VW ! [12)DOOR POST- li! �p PROJECT; 12 TOW—WIDE BUILDINGS 5 t1:"E �,p�"AG VitL r0" . [17]E:TRAIGH1 BRASKE - - � [16]AI43LE BRACKE.. II SECURE TO 0008 PGST LDCATt1Xi' .TATE OF OREGON SECURE TO POUR POST AND SAGE RAE W/(4) FROJECENa. 037-130622.-- END WALL OVER HEAD - .. [11]ENr WALL PO;T AND BASE RAIL Wt(4) H [24.FASTENERS PROJETTLE: DOOR OPENINGS [24]FASTENERS' 1 SCNE go- RI5 �q a� " ts]BnSERAtLEND WALL I [16]ANGIE BRACKET.SECURE FRAMING DETAILS TO DOM, POS ANC BASE RAIL ' i' POOR POST BASE RAIL CONN.DETAi 1 Wr(4)[24]FASTENERS E S. . �" SCA:.E.wr=_ __._._____� ' SHEET wD 9-A I1 • [3JSASERA.2 r 13)51PPEWALLBASERAIL oR_ Dy; IZM..._ DATE:2/4l14_ 5EE TAB (t]COLUMN POST HECXEDRY:OAA DATE:2/4/14 LE 9-1 FOR MAX END WALL POST-SASE , LEGAL INFORMATION END WALL POST SPS .. ' 3 [6)6"LG CONNECTOR RAIL CONN.DETAIL .....1.) ` -ANY[RJ t/CAPONor;HSDRAWINGINrx0IEOR SLEEVE FIELD BOLT WJ[24] PARE'.`., TR1CTir fORBONEN.ANYONE WAGS iuut 5441E:M5 �`/ , FASTENERS-SEE PETAL PRo:,Ewrrs>UNDER INF wu eXrr.'N, n>LAW.. �,A 3/4-B > tf� ..DRAW/WO VAUD O I�YEAR.FROM DATE OF 9-C � i (16]ANGLE BR.A_".KET SECURE �. ._.-.. .._.....-.__ ._..... SEAL: / N TOC POST AND BASE RAIL ERS MIN.12''FROM mai Wr{4)EN FAL.,.. ASE `� [3}ENF7 WALT.BASE RPJi. �¢EO pROFFs ONate OR F ' '44'.� CORNER DETAILO u h N E� `��p WALL POSTS i0 '� i 2 AroommODATE 1 �. / F+CALO MN 14 t4 'r -y ANCHORS9 ERASE #:; 3 i� - C 74150 - re' RAIL IS REMCyED '� OPENINGS SIZED [2J ROOF BEAM h ()11 IIII( j� TO FIT SERVICE 1 4 i/ 1 00:'R AND WINDOW OREGON pqq{ {161 ANGLE BRACKET,6_C,URE // 9_A ,� TO DOOR POST AND BASF.Rti._ 1 • n�qN-13,20 r4. WI FASTENERS(4)[24] E.S. 9,r 4Li AB�"" [17]STRAIGHT BRACKET".SECURE �1N END WALL SERVICE POOR TO DOOR POST AND BASE RAIL 'n MEND D WALL POST AND WAND W NL DO OPENINGSW W W/(4)(24]FASTENERS UR(121 DOOR.POST END WALL POST-ROOF BEAM CONN.DETAILED DATE EXPIRES:12/3412415 swv.E:Nrs ROM,XT DATESONED: FEB 452014 .. �.: • MANUFACTURED BY: [11]END WALL POST.—.--- i "151 ANGLE CLIP. (II]END WALL POST [14]DOUBLE HEADEk SECURE TO DOOR PO,�T [e]END WALL.PC'ST a ABGY P0 ABOVE HEADER 1' ABOVE I E?,GEF: 41! AND BASE RAIL N'/(4) +' ih GL (15]ANE CLIP.- 100. {241 FASTENF4:S E.S. EC [15]ANGLE CLIP. SURE TO DOOR POST a :.CURE TO DOOR POST I� AND BASE RAIL W/(4) d. I . 1.) AND BASE RAIL Wf 4) .' [24)FASTENERS E.5 [73'5INSLE HEADER-� [24]FASTENERS E.5 *� vb"FILLET t-v2'LG. TYP.SERVICE DOOR/WINDOW 1 1' (13]SINGLE HEAVER 4� 06'C.CSTITCH FRAMING CONN.DETAIL 5073 Dallas Hwy W Tel:1-W3-404.7788 WELD[30TH 5EDE5 sCPI Y.:NTS Salem,OR.97304 Fax:1-503-566-8833 STAGGERED-TYP. (2]ROOF SEAMS ... ENGINEERED BY: A.SINGLE HEADER. B Dv`UBLE HEADER �� ''' END WALL POST ABOVE HEADER CONN.DETAIL SCALE:NTS 1 4 ,, ' '22 J GABLE BRACE / \ A&A ENGINEERING CIVIL•STROCTUML .5911 IMrmusaM^e Plea,Smile E.Taint,ON 196M 'I d 419-894-ISIS.I.4IS4EEMJS5 4► [1 :A`+GLE.CLIPS 2 EACH .w.,...m, ,. ,<w, [113 END WALL POST------ /► - [11]EM)WALL POST----'"' END TOTAL 4.SECURE [151 ANGLE CLIP.SECURE TO TO ROOF BEAMS W/(4) DRAWING INFORMATION (75]ANGLE CLIP.SECURE TO [24J-ASTENER.a E.S. DOOR POS"AN)BASE RAIL P 00:?R POST AND 3A',,1�RAH. 'A - r PROJECT: 12 TO WI WIDE BU[LD1N35 '. W/(4)[247 r-ASTENER5 E,*% W/(4)[24]EAS t NEE E.S.dpi TYP_GABLE BRACE CONN,DETAIL -) r ` SCALE:NTS ` �ocaTpN STATE OF OREGON 1141 DOUBLE HEADER 4j< 1 PROJECT ND, 03713-0622 SHEET TITLE. [13]SINGLE HEADER I/O FILLET 1-1/2'LG.0 5 -' [11]END WALL.rosr END WALL C.0 5rT�N WELD BOTH 4N ADO✓E GAALE HEADER SIDES 5TAPGERED-rYP. FRAMING DETAILS A.SINGLE HEADER B.DOUSLE HEADER . O 9-C!12 DRAWN 1ZM ua 2/4114 HEADER-END WALL P057 CONN.DETAIL � _...__. 5C ALE:Nis .._ �._.. CHECKED ET OAA DATE 2/4114 [22]GABLE BRACE II L221 DB BRACKET SECURE TO LEGAL INFORMATION POST AND GABLE BRACE WI(5) Lx rL�EGA GFT+ MATIN ceenR [243 FASTENERS AS*103/N ES rPRT STRICTLY fOESEOlT4.ANK3rRAWING OCTN(i TOWS 241 I3I T VCUTJJ UNDER TM tULL DOLNT OFT U 14W. (15]ANGLE CLIP.SECURE [15]ANGLE CLIP. T, -ORAx4Nr,3 vnws0NATATuI RF a MOM Dart OF T4 HEADER AFC COLUMN SECURE TO HEADER A.PARTIAL END WALL SEAL POST W/(4)(241 +011111."- AND COLUMN POST FASTENERS L5. ti ` W/(4)(24] �'.0 FASTENERS E.S. EO PNOF [13]SINGLE HEADER �• is (22]GABLE BRACE 4 ._(t1J END WALL.PCFiI" A,F.� �iStY/ [14 JDOJBLE HEADER ABOVE GABLE HEADER tis (y I N O t. *� - 17]ANGLECUPS2E 1END ��fa ji 7415���P 1� Z -TOTAL 4.SECURE 7 {ABLE I *� �,,Nim hiEiADER W/(4)[24] 7. [11]COLUMN POST AT CORNER ��11 1/9"FILLET-11/2"{.G.6&' 3U FASTENERS E.S. a STYTCH WELD BOTH (117 COLUMN POST a� \ OREGON Al CORNER SIDES STAGGERED-EYE. ,09-9 ✓,9H 13,2b'b c(1' A SINGLE HEADER D.ROUBLE READER (13]SINGLE HEADER 7 GADLE REAPER-CORNER POST CONN.DE(AIL0 6:.GASLE END /5)4Li At3- ''CA`E'"`$ GABLE BRACE ENO WALL CONN.DE7AILL SCAU:H15 DATE EXPIRES:12/3112015 DATE SIGNED: FEB 05 2014 • MANUFACTUAEDBY: ./,' ---(2]ROOF DEW [22]D6BRACKET'.SE URE I IOGORNER (6) r ANO DIAGONAL BRAC£ES�V W/(�,) (24]HA'aTt tK7 A, I�� .: SWAIN , ..q '''� u �� 507T DaINS!Iwo W CeI:T-x-404 7714 ��... Salem,OR.97704 fax:t-507-SGG-NiXl3 t2O1 DIAGONAL (� } ENGINEERED BY:��'.._.. _ BRACES [1]COLUMN POST ` AT CORNER - DIAGONAL BRACE TO?CORNER CONN.DETAILr,� ? �, , ,, • �� SCALE.errs j _ i U ,, A&A ENGINEERING h9f11tee-619•T, ;woeR•Toledo,Oil�3G'&'N t]COLUMN RO<STOR �• r��bi4R9blRC•x N I. ss JR' 10 ENO WALL --,�' �� � "'"` ¢ Li ry ioN � DRAW1N61NFORMATION y� '� PROJECT: C�'TO 3C7 WIDE BUILDINGS CORNETT LNAI NI,i 2 LDCATIDn.STATE OF OREGON 01 BRM,aY> sF:C NO 11".5 PROJECT NO03713-0622 [20]DIAGONAL BRACES (22)PG BRACKET.SECURE TO FOR REt7uIREMENRE ..... ._ ......... _........_... SHEET TITLE:. POSTARE)OIAGOWH.GRACES DIAGONAL BRACING AT CORNERS W?(6)[24]FASTENERS A5 5 FS..;N--5PROJECT BRACING DETAILS SHOWN y SHEET NO.: 10I.12 .....__. _........ DIAGONAL BRACE-POST CONN.DETAIL DRAWN BY: VIA DATE:2/4/14___....... SGAI.E.Nis .. d CHECKED BY:OAA DATE:2i4I14 LEGAL INFORMATION .ANY DUPLICATION Or,in,,LTVAWi?1G W 4rtiC9ECY. PAU 15 STRICTLY FOkEHWEN,PJN').NE DOWDD 50 Wil CORNe.RBRACINGNOTES: fir rit ECUTED UNCPAI1aI111EXTENTofTi LAM DRAYANE VAUD UP TO 1 WAR FATCNot OAT`O 1. DIAGONAL BRACING AT BUEDING CORNERS 15 REQUIRED FOR .SIGNATUTf FULLY ENCLOSED BUIL PICS IN LOCATIONS WHERE WIND SPEED IS SEAL: [11 COLUMN POST AT CORNER 120 MPH OR GREATER. 2. 1F CORNER GRACING 15 REQUIRED GUT THE BUILDING IS MISSING O0 PROp 11 [20]DIAGONAL SPACES AN END WALL THEN THE BUILDING MUST BE DESIGNED AS AN 5�� AI OPEN BUI DING(01E51014 TABLE 152 INSTEAD OF S1) . G]N E O, 3. VAGONAL BRACING 15 AL50 REQUIRED ON THE CORNERS ON THE 4 ,P 17 [22]CB GRACKSE DECURE $ SIDE WA(.L.S WHEN TEE ADJACENT END WALL 15 PARTIAI LY E 1 74150. F... TO POST.SASE RAIL.AND EIIC(.OSED. DIAGONAL 9RACES WI(6) OREGON [24]FASTENERS AS S!-OWN �G3]SIPE WALL EASE RAIL (8]END WALL EASE RAR.�1$ �/i ✓��t3,V1. 03 5 DIAGONAL BRACE BOT.CORNER CONN.DETAIL() L. BALI ABS'�� /LE:ill DATE EXPIRES:12/31/2015 DATE SGNED: FEB 05 2014 MANUFACTURED EY: . (In() 50731)allas 11,•4Y lx IV 1-866-404-7788 iCl .. Salem OR 97304 Fax:1-W3-56(i-8833 I ENGINEERED BY: \. A&A ENGINEERING y cm.s TROCH RAA. . / sniiux xa Kw,wmeu.Tmau.095.5 t r , / 'rruaivras-issa•r awy^snsrxAss I ' \ \ DRAWING INFORMATION 1 � PROJECT 12 TO 30 WIDE BUILDINGS LA �i) 141'.'- ..----C7 i LOCATION:SLATE OF OREGON Milr 4,,,0 caO E raa: 037-13.0622 0 ,��L 6NEET TITLE: al , i �sj0 P� LEAN-TO OPTION MEET N0: _.,._....11/12 osA4YNsy: IZM. DATE;2/4/14 OPTIONAL LEAN-TO ADDITION CHECKED Bs:OAA axe 2/4114 5CALE:NT5 LEGAL INFORMATION .ANT DOPUCATON CP-TTNB DRA`M,K;IN wriat OK PART 15 ETPK,IT.Y r'OREIDL EN.ANKTE DOING 50 WILL 2J ROOF BEAM (6)12"LG.COIL t`.GTOR SLEEVE.- BF PRuNECUTeo ME UNDER THE HAL exitro OP lAW. ( FIELD BOLT 10 BOTHTUBES W! -ORAWINIr,>VAI ID LP TO 1Nene FROMDATE Or ` -MAIN BUILDING (24)FASTFN'ERS-SEE TABLE SEAL: • 4C FOR ND OF FASTENERS ''1111411:1i4•4, 6 REc�. ��g�O PR Op, 1 [2J ROOF BEAM- LEAN-TOA IOGH �,g G 1 NEF dip (6)e LG.CONNECTOR SLEEVE- _ �<cr 'P y9 FIELD BOLT WI[241 FASTENEr�6RS A 74150 r E.S.-SEE TABLE 4C.5 FOR NO, LEAN-TO ADDITION NOTES: OF FASTENERS REQD. I, LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR 5051510E5 OF ■ (i• • A)COLUMN POST-FOR EAVE THE.BUILDING, HEIGHTS 8' ! T OREGON -O'OR LESS • [IBJ COLUMN FOOT-FOR RAVE 2. ROOF SLOPE AND PURLIN,GIRT AND FRAME SPACINGS OF THE • 4N,13,2p4� ' HEIGHT GREATER THAN 8'17' ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. ". CO 5. f THE LEAN-1O ADDITION IS'OPEN"(BOTH END WALLS OR SIDE T 4(1 AB11 LEAN-TO ATTACHMENT DETAIL WALL IS NOT ELCLOSED),THE DESIGN OF THE MAIN BUILDING HAS SCALE:NI5 TO BE USE THE FRAME SPACING OF AN OPEN BUILDING IN T ABLE DATE 12!31(2015 41 .._ __........-. DATE EIGNEDI FEB 05 2014 • CONCRETE SLAG FOUNDATION NOTES <. �. MANUFACTURED BY: 1. DESIGN SHOWN ON THIS SHEET ARE F R C ONCRErr SLA . - /....,+ l '1 4E04* FOU1 ATO!ANY OF THE 4OUNDAT IONS SHOWN ON SHEETS 12 A �. r rHKU D CAN D USED. I I ,'b+I., • EITM R OPTION"EDGE OFFSET'OR OPTION 2 NC ECILED EDGE DETAIL CAN DF ,ED. / 3. FOR OPTION 1 1l E MIN.SL.AD SIZE SHALL DE EO'JAL TO THE '' OUTSIDE DIMENSIONS OF THE DOERINI PLUS 5'EACII DIRECTION. • '' / • / '� *.o.,..nr I'CR OPTION 2 THE MIN.SI.AD SIZE SHALL DE EOUAI TO EHE SIDE / u ittl9g1v- DIMENSIONS OF THE DUILD:NG DIMENSIONS, • / �.`- 'l 4. CONCRETE ANCHORS SHAT L SE LOCA FED AT EVERYNEXTE0 '� Y)'13 1)atla:.Hwy W Tel:1-BGG-Mr1 t7HH EVERY POT ANP CI#111 E R SIDE OF OPENINGS.TWO ANCHORS q /� _,,i'°�1�`"Q5,1Na•�M }-.`%' Salem,OR 97308 Pax:1503-566-8833 SHALL DE Ito TALL EDA:-COKHE.R OF ENCLOSED DUI DINGS WITI I �''cry .a'".c�.'"_ ir%. - ENGINEERED BY: I ENG WALLS OLE ON ACI RASE RAIL. Y" 4+ 1 a'-•.y'' S. CONCRETE AID`ORE CAN DEE ANY ON.:OF THE OFTIONS E • \ V I1 IIIII I M NTIONEDINI TADLE11-A1 - �' 'I# "6 -..0•4011P0. DEPTH OF SLAP TURN DOWN"GOT:NG SEALL DE:GRE ATER THAN CONTROL.JOI�T5 SPACED Ar- \ ;,,�0 A&A ENGINEERING MAX.20'-0"O.t:. / FROST DEFTI{SPEC HIED PER LOCAL CODE. al": / i ow.STRUCTURAL 7, CONTROL JO'NI O SNAIL DE'LACED S0 AS TO LIMIT MAX.51AU •�K/ _ sn�i nTat L E4))I9 s e.Tokio,Olt to ?d.11402,1989•F.419.g.9a4955 SPANS TO 20'IN EACH 1VRYCTION. 12-A 1.1rAa-eugtoecnse. 8. ASSUMED 5011.DEARINi L A'ACrrY IS TO DE A MIN.OF 1500 PSI. CONCRETE SLAB FOUNDATION DRAWING INFORMATION 9, CONCRETE STRENGTH TO DE A MIN OF 2500 FSI `l.8 DAIS. SCA.t.E:NTS ......__ PROJECT: 12'TO 30'WIDE BUILI:CGS TABLE 12.A.1:CONCRETE SLAB ANCHOR SCHEDULE 3, LOCATION;STATE OF OREGON TO 1205/8"21 X _. PROJECT LE' 037-13-0622 ANCHOR SEE-. .__. 90 TO 150 [tAJ OR(IP]f,CXTJMN FO57 SHEET TITLE' MAX 6" / TAPLE 12 A: [3]EASE RAT OM OR[19) FOUNDATION OPTION 1: 130 7' AI�,t 'SEE COLUMN POST Noses. TAIELE 12-A1 ' [EI DA5E RAIL B i l -- CONCRETE SLAB 1. EXPANSION ANEITORS,WEDGE ANCHORS OR ADHESIVE , • ' ) 8Z SHEET NO 12-A/12 ANCHORS MAY DE USED. - •^°" )t DNA BY: IZM DATE 2/4/14 ...... ..... . 2. MIN.EMBEDMENT DEPTH TO DE_4". '.,'•: '+. :* Vi y ' I` .......... 5. ANCHORS'TO DE SPACED N0 MORE THAN 6'FROM - or g _,��r•• • Rt.� CHECKED BY:OAA DATE:2/4/14 POSTS. •'.`' '.tl. , ,. "ol 5ECTION130 LEGALINFORMA'I'tON h. ALL ANCHORS TO DE A30r EOUNALENT OR SETTER. '• ° \K MINA'EDGE DIST. yy PART aT/PJCA1l OF tt115 1tANYONE,as 5s OK WIll 5ECTIONA-A I / -MA sv/CTUPrroe rr KMOT?HAL 1,X1Hir�DATS(T.' MkJ.4'EDGE D15T. MIN.4"EDGE DISI. (20j DA.E ANGLE sxarATuxE PA]OROD1 ....__ ------__-- - ---- 4^ / ANCHOR-SEE TAD:.E 12-A.1 COLUMN POST SEAL: 1R OR(1P]COIJMN POST . ANCHOR-SEE MIR 4"THK D [`J r ( ] 'i BAS..RAIL TADLE 12 Ai CONCRETE$LAD MIN 4"rIK.-- A0 /-NOICx t-�JZ" APE (C., PROD 4 �•a.5' CENJCRETE.SLAP [3]PASS RAIL A JJ( N07 CH (N v^ . GRAM d .. ��' �G /0 AIM�,� ws x6/s WELD a WIRE n nORDt, Iii ; (3)d4 REDAR+.CX'dT. ,� <N 1WCRFlDI'RbESH (3)#4 REDAR conn. , ,� ` -''r r. ' 8 2 OREGON 1 ry ` ✓4 qoy w ALG.NOrMHED EDC;DETAIL 1„ 0.tLI N.13,2 �� b "< ��qLI ABU' OPTION 1:EDGE OFFSET DETAIL0 OPTION 2: EDGE FLUSH DETAIL C� 1 ..._ _...�__ 1 OATS STAIRES:_1.2131/2015.,. SCALE.NT5 SCALE:NTS DATE SIGNED: FEB OS 2014 , . , 111 . ie v. (--- ,. 0 r /4/2-7.e.v y"----- , if— (- /4 f_f ®2..< 67.2,1"y.1 C,c9 /r-----Tta /2E6-3- ''...