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Plans (80) . - . , I Of G A 55 ( _() . . 1( --- ID.- 1• MA\1\17, P4 9690 SO S -7-1 cuct PA) . 0 c.,_„,,.2 __ I< — -- 13' IT ›1 4-L ri 1 ' Stt (.1\,, c, ar.F: ( , ,, _ '',.,'---.',-.7::, -. Cod , hr 113 —ric I • i . : t ,t . , Con a ar,-,.:.'.-7i4.,:f',%",",fk-1 .1;,i'...-q--zG. :). . 1 3 1:j Bo rst.a.::.:; :,1 cl...ifig:;.61:9 , , . : l " N „1,°--if . - ' -• i 0 Sp oCial Mt,:p_:;,..,'Il.kE.,.7.:,.i'.:iting Co _ CIWNVI'S'eNT I ii-,..xtorviith/Y 0 Reinf ' :ni;'_:.,,koci 1St Prectreseing Steel n ne 9 : - : Strucluri4 Wrildiog ja' ,f, I'I' , 4 i.''' (.,,,4'..- r , , 0 High-SZrenght Bolting 1 14 : . : ! ' : : ' CITY OP FIGARD ,,Cf!.. .... : ED Structura'4 Niatoriry : • ' D FOR CODE COMPLIANCE •1:j Reinfoaced C7/pourn Concrete . . • . ',, , rk-- - , , lipprIved: I • . • L'r--- . ' OTC: ' [ j • , 1:3 insulatin6 Concrete Fill • : 64 ES1 (011f,T Mt t RI_ i1,1)%t_QinIA:7 Bentsvit#: , („11""-7.-C.A,, ,--•.-Ott5-) , 1:3 Spray Appiled Fire-Resistive Materi,s' .x „:,„,1, t., e „c,)v,,,,,,_ - t; 1 (er'Y' '' 'I '- ''.1 ' ( f't Addrfss: a C. .0, v. . NI r- 0 Piiiogs,Driiie0 Piers and Caissons In' x '1' €. ts-ki c ,,,t7 ,(Li,) - ` Suiter#L F 0 Shoti.3rBy ote ItAgtormik Date: 12-16,1 ArlIW11611 LT, c (•-, trt\ 1 ,•-., t i-r- 0 spec;at kSrading, Excavation and Filling , \ a T) :f; 0't,-.: k k i' f rr- (,) / (7 A l'!,if_C /7 rio f,"-• • Ci Smoks-Con'km:Systems 0 onspz-,,..* ,s .2;?...!_,,,k-.. OFFICE•COPY thef i ...._ . , . CITYOF TIGARD : - Approved by Planning : . Date: ', I I /2-cl i I: Initials: ._ . . MANUFACTURED BY: - • i��� �� I1�®��oai� ®^iI"'�®yp If 41�iq��y ��' �� !,,W1.: �1 eft, �wa ,. I Ii; i � � Si \� , � i ---J; Ill 1 ,.. „,„w4......01.4.1,10.----.„... 10-...-_.1:. ....:111,-,.,..1 ,;,.'n( 1 1 1L '�I®1 I.,— # p; " ,.. 5232 Salem Dallas Hwy NW 1011 0600°,11 1�1�, _ 1Salem,QR.97304 Tel:1-866-404-7788,Fax:1-503-566-8833 `Z t1 9(� . _ L,1 L' ENGINEERED BY: REGULAR / A-FRAME � I 1&I_QII WIDE _ A&A ENGINEERING CIVIL•STRUCTURAL CARPORT STYLE 6U1LPINGS 5911 Renaissance Place,Saito ll.Toledo,OH 43623 Tel.419-292-1983•Fac 419-292-0955 no v.aacngineers.com DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 18'-0"WIDE BUILDINGS 1. ALL CONSTRUCTION SHALL DE PROVIDED IN ACCORDANCE PREVAILING CODE: 055C 2014(IDC 2012) COVER SHEET ---- 1 LOCATION: STATE OF OREGON WITH IOC 2012.OSHA,ABC 360,ASCE 7-10,AWSD 1.1 CODES USE GROUP: U(CARPORTS,DARNS) SCHEDULES&MEMDER- PROJECT NO.: 037-15-1135 RISK CATEGORY: I SHEET TITLE: AND ALL APPL1CADLE LOCAL REQUIREMENTS. SECTIONS 2 2. DASE CONNECTIONS SHALL DE PROVIDED AS SHOWN ON 1. DEAD LOAD(D) 0=4 PSF FRAME SECTIONS&DETAILS -- 3 COVER SHEET 2. ROOF LIVE/SNOW LOAD(Lr) FOUNDATION DETAILS SHEET. Lr=20-70 PSF SPACING SCHEDULES- 3. ALL MATERIALS IDENTIFIED DY MANUFACTURER NAME (AS PER SNOW LOAD) &ENCLOSURE NOTES --- s} SHEET NO.: 1/ 11 3. SNOW LOAD(5) MAY BE.SUBSTITUTED W1TH MATERIAL EQUAL OR GROUND SNOW LOAD Pg=20-90 PSF PURL1N&GIRT SCHEDULES — 5 DRAWN BY: LAK DATE:1/26/16 EXCEEDING ORIGINAL. IMPORTANCE FACTOR 15=0.6 SHEATHING OPTIONS -- 6 CHECKED BY:OAA DATE:1/26/16 4. WIND LOAD(W) LEGAL INFORMATION 4. ALL SHOP CONNECTIONS SHALL DE WELDED BASIC WIND SPEED VOLT=105-180 MPH SIDE WALL FRAMING EXPOSURE C -ANY DUPUCATION OF THIS DRAWING IN WHOLE OK CONNECTIONS. &OPENINGS ---- 7 PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WAIL 5. SEISMIC LOAD(E) BE PROSECUTED UNDERTHE FULL EXTENT OF THE LAW. 5. ALL FIELD CONNECTIONS SHALL DE TEKS#12(1/4"X1"). DESIGN CATEGORY D END WALL FRAMING -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE.. 6. STEEL SHEATHING SHALL DE9GA.CORRUGATED GALA,. IMPORTANCE FACTOR le=1.00 '2 &OPENINGS ----- 8-A,8-D SEAL: OR PAINTED STEEL-MAIN RID HT.3/4"(FY=80K5I)OR EQ. LOAD COMBINATIONS: CORNER BRACING DETAILS ----- 9p pRp • 1. D+(Lr OR5) ��� FFS 7. -ALL STRUCTURAL LIGHT GAUGE TUDING AND CHANNELS 2 D+(0.6W OR:0.7E) OPTIONAL LEAN-TO ADDITION --- 10 �� GIN (9 SHALL DE GRADE 50 GALVANIZED STEEL. 3. 0+0.75(0.6W OR*0.7E)+0.75(Lr OR 5) FOUNDATION OPTIONS ---- 11-A TO 11-D zci0 �\ 74150c-i, 4. 0.6D+(0.6W OR*0.7E) 8. STRUCTURAL TUDE T52 1/2"X21/2"-14GA.15 EQUIVALENT TO T52 1/4"X2 1/4"-12GA AND EITHER ONE MAY DE USED IN LIEU OF THE OTHER. „ii *•EGON • CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY A .:1;.1 P NOTICE RfaorFRAME OWNER: GROUND SNOW: 4Q WIDTH: I FRAME TYPE: ADDRESS: I ❑REGULAR DATE OF ISSUE:10/14/2015 ROOF LIVE LOAD: 25 LENGTH: 2,1p 0 FULL ENCLOSURE ATVARTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 12/31/2017 5TYPE: VALID FOR ONE YEAR FROM DATE OF ISSUE BASIC WIND SPEED: HEIGHT: ❑ OPEN DATE SIGNED: JAN 26 2016 . TABLE 2.1:MEMBER PROPERTIES MaNUFacruREo BY: NO.� LABEL PROPERTY DETAIL NO. \ f1'3 •• 1 COLUMN POST 2.5"X 2.5"X 14GA TUBE 1 NElN 1111 2 ROOF BEAM 2.5"X 2.5"X 14GA TUBE 1 ,� 3 BASE RAIL 2.5"X 2.5 X 14GA TUBE 1 412.5/ ' .25'' 4 PEAK BRACE 2.5"X 2.5"14GA CHANNEL 4 THICKNESS=14GA THICKNESS=14GA 5 KNEE BRACES 2.5"X 1.5"14GA CHANNEL 4 " n 2.5 X 2.5' 14GA TUBED 2.25 X 2.25"14GA TUBED 6 CONNECTOR SLEEVE 2.25"X 225"X 14GA TUBE 2 SCALE:Nr5 1 SCALE:NTS 2 7 BASE ANGLE 25"X 25"X 3"LG.1/4"ANGLE 10 T 8 PURLIN 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 5232 Salem Dallas Hwy NW 9 GIRTSalem,OR,97304 4.25'X 1,5"X 18GA/14GA HAT CHANNEL 5 CV tp` I I Tel:1-866-0A-7788,Fax:1-503-566-8833 9A OPT.END WALL GIRT 25"X 1.5"14GA CHANNEL 1 / ..-4,\ ENGINEERED BY: 10 SHEATHING 29 GA CORRUGATED SHEET 8 .I 2"4 1'2.54 1�' 11 END WALL POST 2.5"X 25"X 14GA TUBE 1 THICKNESS=14GA THICKNESS=14GA 12 DOOR POST 25"X 2.5"X 14GA TUBE 1 2"X 2"14GA TUBED 2,5"X 1.5"14GA CHANNEL O 13 SINGLE HEADER 2.5"X 2.5"X 14GA TUBE 1 SCALE:NIS 3 4 A&A ENGINEERING SCALE:MS CIVIL•STRUCTURAL 14 DOUBLE HEADER DBL.2.5"X 2.5"X 14GA TUBE 1 5911 Rm ausnnc2 Place,Suite B•19-292Tolcd,OFI43G23 15 SERVICE DOOR/WINDOW Td.•u9 292.1983•Fax.419-29zo9ss FRAMING 2.5"X 2.5"X 14GA TUBE 1 1.50" 110 a<ng nO RM 16 ANGLE BRACKET 2"X 2"X 2"LG.14GA ANGLE 7 DRAWING INFORMATION 17 STRAIGHT BRACKET 2"X 2"X 4"LG.14GA PLATE 6PROTECT: 1 S'-0"WIDE BUILDINGS 18 PS SUPPORT 25"X 2.5"X 14GA TUBE 1 . LOCATION: STATE OF OREGON 19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3 dil 20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 4.25" SHEET TITLE: 037151135 THICKNESS=18GA/14GA SHEET TITLE: 21 DB BRACKET 2.5"X 25"X 6"LG.14GA ANGLE 9 SCHEDULES& 22 TRUSS SPACER 2.5"X 25"X 14GA TUBE 1 425"X 1.5"X 18GA/14GA TEKS#12 X 3/4"SELF DRILL SCREWS W/ HAT CHANNEL O MEMBER SECTIONS 23 ALL FASTENERS SCALE NTS NEOPRENE/STEEL WASHER • SHEET NO.: 2 / 11 TABLE 22:SHEATHING FASTENER SCHEDULEN ., v. LOCATION CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE DRAWN BY: LAK DATE:1/26/16 N SPACING 6"C/C MIN.1 4"C/C 8"G/G CHECKED BY:OAA DATE:1/26/16 FASTENER TYPE:TEKS#12X1'SELF-DRILL SCREWS W/NEOPRENE/STEEL LEGAL INFORMATION !kK WASHER -ANY DUPLICATION OF 11-115 DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL 2 BE PROSEC VIED UNDER TT1E FULL EICTFM OF TFIE LAW. THICKNESS=14GA THICKNESS=14GA -DRAWINGS VALD UP TO I YEAR FROM DATE OF ISSUE. ESE€ STRAIGHT BRACKET® ANGLE BRACKET() SEAL: 6 SCALE NIS SCALE:Nr5 7 111 :I' EpPRpFFss'�0 G I N���Q ip . in,{ 9414 Nv` ct 741501 tr \,s \ 0 4N 73,206 36" 3 THICKNESS=29GA THICKNESS=14GA THICKNESS=1/4" Rq j A BV P 29 GA CORRUGATED SHEATHING® DB BRACKET® BASE ANGLED SCALE:NTS 9 SCALE:NTS 1O DATE EXPIRES: 12/31/2017 SCALE:NIS DATE SIGNED: JAN 26 2016 MANUFACTURED BY: [4]PEAK BRACE [4]PEAK BRACE s.3 •• R ©All2h [2]ROOF BEAM 12 Al —[2]ROOF BEAM I��r, 12 ---- 4' — �3 �3 6 Ank L / I 6 A3 'I 0--------)zzi \ I r I l �' [5]KNEE BRACE-SEE [5]KNEE BRACE-SEE TABLE 3.1 FOR LENGTH TABLE 3.1 FOR LENGTH -. 5232 Salem Dallas Hwy NW b b Salem,OR.97304 • [1]COLUMN POSTN [1]COLUMN POST Tel:1-86G-404-7788,Fax:1-503-566-8833 ENGINEERED BY: • O © A&A ENGINEERING [3]BASE RAIL ® [3]BASE RAIL © civu.•STRUCTURAL �_ I '�l a ' 5911 Renaissance 1'Lue,Suite];•TokJo,OH 48623 i Tel.419-292-1583•1'ax.419.292-0955 \ , acnguneenxom 17'-91/2" 17'-91/2" DRAWING INFORMATION TYP.A-FRAME SECTION TYP.REGULAR FRAME SECTION PROJECT: 1S'O"WIDE BUILDINGS SCALE:NTS 12 SCALE:NTS LocaTiON: STATE OF OREGON 12 1 3 I [2]ROOF SEAM PROJECT NO.: 037-15-1135 meg, 3 tefir v \ SHEET TITLE: [2]ROOF SEAM \ FRAME SECTIONS& [2]ROOF BEAM DETAILS [5]KNEE BRACE-ATTACH a. [4]PEAK BRACE ATTACH W/(2) SHEET NO.: 3/ 11 WITH(2)-{23]FASTENERS [23]FASTENERS E.S.(TOTAL 4 EACH 5]KNEE BRACE-ATTACH END).MAINTAIN MIN.1"EDGE DRAWN BY: LAK DATE 1/26/16 E.S. IWITH(2)[23]FASTENERS DISTANCE AND SPACING . CHECKED BY:OAA DATE:1/26/16 a [6]6"LG.CONNECTOR SLEEVE- Q, E.S. FIELD BOLT W/[23]FASTENERS PEAK BRACE CONNECTION DETAILS® LEGAL INFORMATION • E.S.-SEE TABLE 3.2 FOR NO.OF [6].5"LG.CONNECTOR SLEEVE- SCALE:NTS ANY DUPLICATION OF THIS DRAWING IN WHOLE OR FASTENERS REGD. FIELD BOLT W/[23]FASTENERS PART IS STRICTLY FORBIDDEN.ANCONE DONS 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF 111E LAW. E.S.-SEE TABLE 32 FOR NO. -DRAWING5 VAUD UP TO I YEAR FROM DATE OF ISSUE. [1]COLUMN POST, OF FASTENERS REGO. [6]6"LG.CONNECTOR SLEEVE. III- FIELD BOLT W/[23]FASTENERS SEAL: [1]COLUMN POST -SEE TABLE 3.2 FOR NO.OF [1]COLUMN POST FASTENERS REGD. ���� PRQFFS A.'N-FRAME B.REGULAR FRAME NIp S. EAVE DETAIL® ��5 �G1NFF �o SCALE:NTS ' 74150 ? [3]BASE RAIL • l: .� c414/.4 ON BASE DETAIL® A TABLE 3.1:KNEE BRACE SCHEDULE TABLE 3.2 FASTENER SCHEDULE SCALE:NTS / • I ✓' 13,2 1 .c° EAVE HEIGHT I KNEE BRACE LENGTH WIND SPEED(MPH)IND.OF FASTENERS R,i LI ASU,(P UP TOE? 24' 105 10125 4 9'T012' 36" 130 TO 155 6 NOTE:COLUMN POST MAY DE ADJUSTED±1"FOR LEVELING. 160 TO 180 6 MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 12/31/2017 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: JAN 26 2016 • . TABLE 4:FRAME SPACING SCHEDULE MANUFACTURED BY: GROUND ENCLOSED BUILDINGS ' •• SNOW/ OPEN BUILDINGS ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) LOAD(P5F) 105 115 130 140 . 155 165 180 105 1115 130 140 155 165 180 30/20 5 5 5 4.5/5 3.5 3 2.5 5 4515 4/5',.N,',.':3515::...Y ,3/35" 3. 2 5 ; u 40/25 45/5 4.5/5 45/5 45/5 35 3 25 45 Q45 - }1:1 :::35/45. ; 0.:. 3:. 25 4/5 4/45 3.5 3 25 �0 50/35 4/5 4/54 4 �} . 35/4.. . 3/35"'. 3 %.i).;:25":::;::::•:'': 60140 35 35 35 3.5 35 3 253 3 3 ".:,''us 3 3 2.5 /50 3 3 3 3 3 3 25 3 3 3 3 Q 70 3 3 2 5 5232 Salem Dallas Hwy NW . 6P. 80/60 2.5 2.5 25 2.5 2.5 25 25 2 5 .25 2 5 ` 2 5, 2 5 ,: 2 5 .;"? 2.5 -` Salem,OR.97304 90/70 25 2.5 25 2.5 25 25 25 2., 2; t 2 ;_ i; 2 7 503-5GG-8833 • 30/20 1. 5 5 5 45/5. 4 ' 3514 35 5 45/5 4/5 3.5/5 3/4 3/4 3/3.5 i ENGINEERED BY: II - 40/25 ;'45/5 _45/5 =45/5 45/5 4 35/4 e 4047 88 Fart 35 "". 45/5 •4.515 4/5 3.5/5 3/4 3/4 3/3.5 I1 0 0')) 50/35 4/5 4/5 4/5 4/54 35/4 ,: 35 ' 4 4 _ 4 35/4 3/4 3/4 3/35 6 • =H 60140 + 35 ' 3.5 35 ':'.....B.i3.5:',::',*M::)'.3.6,.. ,:, 35.f,:..:i.,i-gc35.‘:W4 35 35 35 35 3/35 3/3.5 3/35 4 70/50 3 3 3 • 3 3, 3 3 3 3 3 3 3 A&A ENGINEERING 80/60 CIVIL•sTBuc1TTRAT. u¢1 ' .25 2 5 2 5 2 5 2 5 2 5 2.5 " 25 25 25 25 25 2.5 25 5911 nenai„aucc Place,Suite II•Tokdo,01143623 90/70 25 ;:25 -... 2,5 . 25 ,",? 25 25 25 25 25 25 25 2.5 2.5 25 Td.419-292-1983 -0ass I 19-292 1983•Fax.419-292 movan<nincers.mnl 30/20 5 5 5 45/5 4/45 3.5/45 35/45 5 I II 45/5 4/5 35/5 3/45 3745 3/4 DRAWING INFORMATION 40/25 4.5/5 45/5 45/5 4.5/5 4/4.5 35/45 35/45 " 45/5 "::45/5 4/5 -;3 5/5 - 3/4.5 3/45" ' 3/4. 50/35 4/5 4/5 4/5 4/5 4/45 35/45 35/45 "` 4/51. i:47.5:'.4 ::.4/5_. :.;-35/5,: :3/45 !:?:!.041.-Ai;,,,. ,:., 3/4 > PROJECT: 18'-0"WIDE BUILDINGS 0 60/40 35 35 35 3.5 35 3.5 3.5 35 35 35 - 35" 3/35 3/35 3/35 is LOCATION: STATE OF OREGON jj 70/50 3 3 3 3 3 3 3 3 . 3 3t 3 ,'.;m3 3 3 w 80/60 25 2.5 25 25 25 25 25 25 25„ 25_.,;,',:;.k.i ::. .; 25 25 25 PROJECTNO.: 037151135 SHEET TITLE: 90/70 2.5 2.5 25 2,5 2.5 2.5 25 _. 25.;.,; 25,.;.".,. 25 25 " ": MANUFACTURED BY: TABLE 5.1:PURLIN SPACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE o GROUND 14GA.HAT CHANNEL PURLIN 18GA.HAT CHANNEL PURLIN FRAMEWIND SPEED(MPH) ROOF SNOLIVE WIND SPEED(MPH) WIND SPEED(MPH) SPACING I 105 115 130 140 155 165 180 LOAD(PSF) 105 115 130 140 155 165 180 105 115 130 140 155 165 180 51-0" 60 48 36 30 mm 18 30/20 54 48 42 36 .50 24 24 36 3Q 24 :18 1$..,;12 12:, 4'-6" 60 60 48 13 36 30 m z 40125 48 46 42 36 30 24 24 30 3Q' 24 1B 18 .12 12' 4'-0" 60 60 Dem 36 30 Al <_ 50135 48 48 42 36 30 24 24 24 24 24 :1$ 18 112 12 3 6n mm 48 mm 2'0'TO 3'-0" 60 60 48 i 1�_ _� to 60 140 36 36 36 36 30 24 24 18 18 18 .18 18: 12 12: mm mm 701 50 36 36 36 36 30 24 24 18g&kg I,Ia' 1.8 18 ,12 12 NOTES: 5232 Salem Dallas Hwy NW 80160 30 30 30 30 30 24 24 18 18 18 18 18 12 12`: 1. GIRT SPACING UNITS ARE IN INCHES. Salem,OR.97304 90170 24 24 24 24 24 24 24 12 2. THIS SCHEDULE IS TO BE USED FOR 80TH Tel:1-866-404-7788,Fac:1-503-566-8833 12 12 >12 ,2 12 12,' 14GA AND 18 GA PURLINS. ENGINEERED BY: 30/20 54 •48 42 42 36`i30 30; 48 36 30 24 .18 18 12 3. FRAME SPACING NEEDS TO BE DETERMINED 40/2548 48 42 42 36 :30 30: 42 36 30 24 18 18 12 FROM TABLE 4. I 0.= 50/35 48 48 42 '42 36 :':30 0`3 30 30 30 24 18 18 12 N 60/40 42 42 42 42 36 ';3Q 30 30 30 30 24 18 18 12 A&A ENGINEERING 70150 42 42 42 .42 36 30 30. 24 24 24 24 18 18 12 Q2 OIVEL•STBUCTURAL aL 80160 36 36 36 '36 ,36.,!,i,)'330 ).'...44:, 18 18 18 18 18 18 12 5911 Renaissance Place,Suite 13•Toledo,OH 43623 Li- 90170 36 ^36 36.: :36 36,:30 30 18 18 18 18 18 18 12 TcL U 9-292-1983•Fac 419-492-0955 tuviv.aa-engincerscom 30/20 54 48 42 42 36 36 30 09:h 1.601 36 .'30 24 ,''1.*: '.*.:,T { 40/25 48 48 42 42 36 36 30 DRAWING INFORMATION 48 48 36 30 24 24 18 Q 50/35 48 48 42 42 36 36 30I',..-9-.2'..... 42 36 .30 24' 24 18;. PROJECT: 18'O"WIDE BUILDINGS P- -T 60/40 42 42 42 42 36 36 30 36 36 36 30 24. 24 18 LOCATION: STATE OF OREGON 70/50 42 42 42 42 36 36 30 .00.;;J:Ni‘, 30 30 24 24 18" p� 801 60 -36 36 36 36 36 36 30 24 24 24 '24 24 :;24 18; PROJECT NO.: 037-15-1135 (L SHEET TITLE: 90/70. 36 36 36 36 36 36 30 24 24 24 2.4 24. 24, :i.':.AAt PURLIN& GIRT G30/20 5448 42 42 36 36 3p. 54 48 42 42 36 30 30 SPACING SCHEDULES 40/25 48 48: 42 42 36 `36 30i 48 48 42 42 36 30 30 <_ 50/35 48 48 42 42 36 36 30: 45 48 42 42 36 30 30 0.(9 SHEETNO.: 5 / 11 0 in 60/40 42 42 42 42 36 :'36 30.' 42 42 42 42 36 30 30 70150 42 42 42 42 ,36 36 30'' 42 42 42 42 36 30 30 DRAWN BY: LAK DATE:1/26/16 Q 80 160 36 36 36 ,36 36 36 :16.0:::i: 36 36 36 36 36 30 30 CHECKED BY:OAA DATE:1/26/16 90170 .36 ,36 ,'3.6,:',', :'36 36. ;i36 0';3 36 36 36 36 36 30 30 LEGAL INFORMATION 30/20 54 48 42 42 36 36 30 54 .43 42 42 36- 36 30: -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR z��i1 PART IS 5TRICRY FORBIDDEN.ANYONE DOING 50 W11L 3 40/25 48 48 42 42 36 36 30 48 ,48 42 k2 36 36,,::?...q..,:), BE PROSECUTED UNDER THE FULL!WENT OF THE LAW. -DRAWINGS VAUD UP TO I YEAR FROM DATE OF LSSUE. 0.0 50/35 48 48 ,42 42 36 36 30 48 ,48 42 :42 36;,36 m..: to 0 60140 42 42 42 42 36 36 30 42 q2 42 42 36 :36 30;; SEAL: T. 70150 42 42 42 42 36 36 30 42 42: 42 42 36 36 30 m 80/60 36 36 36 33 36 36 30 36 36 36 36 36 SOL PR QFFs 36 30,; S 90170 36 36 36 36 36 36 30 36. 36' 36: ;36 36 ;36 30: ��5 Gini -� /� NOTES: 1. PURL1N SPACING UNITS ARE IN INCHES. t74150 r 2. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4. W411 a ( ON %" (/14 73,20p� O' 9/i)4LI ABS'kP� • DATE EXPIRES: '12/31/2017 DATE SIGNED: JAN 26 2016 • • ®����® MANUFACTURED BY: ,:®�®®®® • [6J PURLINS Gccj, �'/ + - �� P�i�! GENERAL SHEATHING�' • �Vo d *``moo a, �� 7�.` q's Fs A HiNG NOTES • : n �ii� ���\ ��® --...,,,,,,,,.........5.......! �� �� �i �j1. REGULAR STYLE DUILDINGS CAN (41/Thiv'l ® '> O •� ® ®®a, � �® %��'‘AN' ONLY HAVE HORIZONTAL \� y c>p. �� '��� SHEATHING ON ROOF AND WALLS. �"®• ,. .2,....:.,.„, \10 110 ��I� P,, !�t�� �` 2. A-FRAME STYLE DUILDINGS CAN ' \ iI" ��•' �� '0\a� ©Iry HAVE ANY COMBINATION OF ®�® ' ' HORIZONTAL OR VERTICAL tt.. �� 0 �� �I ��q �\�)' �ilt" ` �%' SHEATHMG ON ROOFS AND WALLS, IIFP jai �: 11. ( 5 32 Salem Dallas Hwy NW ' 110 ,\1II \\1I h0114®�� �� �' 111I'�I X 3. DOTH HORIZONTAL AND VERTICALS Salem,OR.97304 - ROOF SHEATHING CAN HAVE MAX. Tell-86 -40,1-7788,Fay:1-503-566-8833 ���47,.‘„k4h:43, 444,4:0000,00,11. -!4111,11,111111/111111N-1;111-011111111. X 6"OVERHANG. ENGINEERS BY: 0 0 u � 4. USING VERTICAL SHEATHING MAY '1111111 "111111.1111111111 111111 `.� 11111' 111111 /11111 ALLOW FOR GREATER FRAME •'�i -i\1 11 r.-41�0Q''���� ��' H N SPACING.SEE NOTE 2 UNDER __' `®. `' ' ��' Iw TADLE 4. TYP.HORIZONTAL SHEATHING �" &A ENGINEERING o .,1SL1���- SCALE NTS .• ° • CNB.•STxVClTByI, [9]GIRTS s ,M•Place,Salm a•Toledo,OH 46''3 ....::.. ,.: ..:.•r ' ........ ...a:,:: .;:. -0955 TYP. RTIC =� ` Fan v-� \ A SHEATHING Te •119• .:,_:. . ._..�. .t <.:..<�?, r:: .,�';; a ,.... • :-::...�-:,.,...,_, ......:. -........:..."..,...... SCALE.urs •-ta- ,,:1�:::.:;�: - ,....„ �.. - - -- O WING INFORMATION ': PR DIT OyEC O WIDE i E BUILDINGS• i t. LOCATION: TATE - OF-OREGON 0 r�; RE GO - N "` SHEET TT LE I• 057-155- _ 1135 y .: • S - - SHEET • - - TI EY - TL l �'s7 SEE /: ; r ALE 2 �.. 2F OR <:. . S H RING OPTIONS - 110 S 4:, FASTENER _ • SCHEDULE - - - UE [10]SHEATHING :-,t. - a y & DETAILS DO]SHEATHING �;:-.:,,...,:::. � / ,";"_ ,-:�`�°�:., [113 END WALL POST ATTACH PURLINS TO • t • ,6`4."_ `' `''`{:- : SHEET NO.: 6/ 11 SEE TADLE 22 FOR "" ROOF DEAMS W/(2) "=`" ?' ; FASTENER SCHEDULE [23]FASTENERS DRAWN BY: LAK DATE:1/26/16 TYP. HORIZONTAL SHEATHING DETAILO [6]PURLINS CHECKED BY:OAA DATE:.1/26/16 SCALE Nf5 1 ROOF VERTICAL SHEATHING DETAIL L1GAL INFORMATION III :t'_':_s . ..,_3.,. -4` i a .,.s`_.. _ SCALE:NTS 2 -ANY DUPU TION OF 11115 DRAWING IN gMOLP OR �4, .\ '-+p a„,, - - _ .;:�` - O PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL „ - PROS E - - - - - - CUi`D UNDER DER _ _ THE - - iS%%"`- - - - \' FULL arm-OF _ _ _ 7FIE uw A 4�= - RA - - TT uA - H G Au - - 1 DU RTS P OS -- T _��' YEAR - 5 - - - FROM - ATE - - OF EiSUE, _ (2) - - ._. [23] - 16 NO - 7E - ANG - - FASTENERS L - 5 - [ E G - J CLIP. - ti URE TO - - - SEAL:- L: DOOR -- -- - - POS - T - - AND B - - - - - E - �<< R - - NL - 1 W = = 4 23 - F - A 5 - TE FASTENERS - I 1 P DO] R - D SHEATHING•••� `= NG E \ F f 5 s 10 i N SHEATHING - - HEA J niu�G F O - - - - ` i"tel - � v • ' s.�\ %L? Niy 74 15 = SEE TA .:5 a 5 - DL EE - E 2 - 1, TAB 2 FOR - R LE - 22 - FOR v FA F - - 5 - A � - - TE 5 FASTENER SCHEDULE - - SGFEDULE - - - - - ,�: - Yri‘ END- \�;j3 0' E G 0 W A [ L - ] L - aR r - - s - ;::1 G IR T 5 • d D 9 0 N 4 1 'Li 3 �'�q kP5 WALL VERTICAL SHEATHING-TUBE DETAIL® C1 AM 9k WALL VERTICAL SHEATHING-HAT CHANNEL OETAiLO 1 SCALE:N(S 3 DATE EXPIRES: 12/31/2017 DATE SIGNECI: JAN 26 2016 I I . \ [12] MANUFACTURED BY:DooR PosT -Gi • \ ©� [15]WINDOW FRAMING MAX.2 CUT FRAMES \ v / [6]6"LG.CONNECTOR / SLEEVE.FIELD BOLT- `\ j A� SEE TABLE 3.2 FOR NO. I' ill \ �� \� / FASTENERS READ. [16]ANGLE CLIP.SECUREI ---) �� TO COLUMN POST AND , 71r. / \\ HEADER W/(4) [23] i II // FASTENERS E.S. A :i- D "1�, / lki•OF [5]BASE RAIL 5232 Salem Dallas Hwy NW \ \ .� / DOOR POST DOT. TYP. CONN:DETAIL WINDOW FRAMING® Salem,OR.97304 / / vW. / SCALE:NTS O CONN. DETAIL Te1:1-866-404-7788,Fax:1-503-566-8833 / ENGINEERED BY: / i SCALE;NTS `�\ j b [6]6"LG.CONNECTOR �\ / SLEEVE.FIELD BOLT-SEE 1� TABLE 3.2 FOR NO.OF '` 1�dr FASTENERS READ. A&A ENGINEERING / CIVIL'STRUCTURAL / \\ , [1]COLUMN POST 5911 Renaissance Place,Suite D•Toledo,01-1•43655ABOVE HEADER Tel.419.292-1983•Far.419-292x955 I,Snvan<npRm nec [O CLEAR BAY EACH SIDE OF �� [14]DOUBLE HEADER DRAWING INFORMATION OVERHEAD DOOR OPENING&AT �, 1/8"FILLET-1-1/2"LG.at 12" PROJECT: 1S'-0n WIDE BUILDINGS BUILDING CORNERS C.0 STITCH WELD DOTH SIDE WALL OVER HEAD DOOR OPENINGS SIDES STAGGERED-TYP. LOCATION: STATE OF OREGON • SCALE:NTS COLUMN POST ABOVE D00RO PROJECT NO.: 037-15-1135 HEADER CONN.DETAIL 3 SHEET TITLE: SCALE:NTS SIPE WALL FRAMING NI% II [15]ANGLE CLIP.SECURE TO Ale & OPENINGS COLUMN POST AND HEADER 0W/(4)[23]FASTENERS ES. SHEETNo.: 7 / 11 LIr\ [14]DOUBLE HEADER VDRAWN BY: LAK DgTE:l/26/16 CHECKED BY:OAA DATE:1/26/16 i [15J ANGLE N P SECURELEGAL INFORMATION 11 TO COLUMN POST AND -ANY DUFUCATION OFT15 DRAW HG IN VvHOt OR 'I SERVICE DOOR/WINDOW VPART IS STRICTLY FORBIDDEN.AWVNE DOING SO WILLFRAMING W/(4) [23] BE PROSECUTED UNDER THE FuILDCIENTOPTI1E LAW. -DRAWINGS VALID UP TO I YEAR IROM DATE OF ISSUE. / SERVICE DOOR(5) FASTENERS E.S. �/ 1/8"FILLET-11/2"LG.(�8" i�-i - TO BE LOCATED C.0 STITCH WELD BOTH I [1]COLUMN POST SEAL: PER CUSTOMER I SIDES STAGGERED-TYP. REQUIREMENTS [15]SERVICE DOOR l !Q�p PROF �© OPENING SIZED WINDOW FRAMING [12]DOOR POST [6]6"LG.CONNECTOR ``i`` FS v TO FIT WINDOW [1]COLUMN POST SEE TABLE 32SLEEVE.FIELD BFOOR NO. ��LT- \ l`�G N Fs,P L9,G9 TYP. SERVICE DOOR/WINDOW® OF FASTENERS READ. 1Z 74150 f SIDE WALL SERVICE DOOR/WINDOW OPENINGS FRAMING CONN.DETAIL COLUMN POST ABOVE DOOR SCALE:NTS O SIDE WALL FRAMING PATES: SCALE:NTS HELE;NTS ONN.DETAIL 5 Ti:EGON SCALE:NTS 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. 2. MAX.HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. �T41,�fq N. 13,200` ��� 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 4. MIN.1 CLEAR DAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS.A CLEAR BAY IS A SPACE RNLI ABV'�P BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR DAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. i 6. SERVICE DOORS AND WINDOWS CAN DE PLACED 1N CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. D '12/3'1/2017 DATE SIGNED: JAN 26 2016 [12]DOOR POST [11]END WALL POST 41► MANUFACTURED BY: 111 I [11]END WALL POST '0 [17]STRAIGHT BRACKET. [15]ANGLE CLIP.SECURE TO ®-, • [16]ANGLE BRACKET. SECURE TO DOOR POST END WALL POST AFD DOOR/ [15]ANGLE CLIP.SECURE TO SECURE TO DOOR POST AND BASE RAIL W/(4) WINDOW FRAMING W/(4) v DOOR POST AND BASE RAIL AND BASE RAIL W/(4) v g [23]FASTENERS [23]FASTENERS E.S. , W/(4)[23]FASTENERS E S. v [23]FASTENERS �/ � [3]BASE RAIL [15]SERVICE DOOR/ I �/ DOOR.POST BASE RAIL CONN.DETAIL® WINDOW FRAMING [13]SINGLE HEADER SCALE:NTS TYP.SERVICE DOOR/WINDOW® HEADER-END WALL POST CONN. DETAIL FRAMING CONN.DETAIL SCALE:NTS [3]SIDE WALL BASE RAIL SCALE:N 5 5232 Salem Dallas Hwy NW [1]COLUMN POST 1r Salem,OR.97304 Tel:1-866-404-7788,Fax:1-503-566-8833 . [6]6"LG. '1, [15]ANGLE CLIP.SECURE TO ENGINEERED BY: CONNECTOR SLEEVE i'� HEADER AND COLUMN POST I F W/(4) [23]FASTENERS ES. ;11 [16]AISLE BRACKET.SECURE TO DOOR POST AND BASE RAIL \� A&AFNGINFFR7NG W/(4) [23]FASTENERS [13]SINGLE HEADERcLvn•STRUCTURAL[3]END WALL BASE RAIL5911 3icmissance P4,Soic s.Toledo,OH 43623 Te1419-292.1989.Ku.419-212-09.55 CORNER DETAIL® » -�<oro,�.SCALE:N 52 DRAWING INFORMATION [11]END WALL POST [11]COLUMN POST AT CORNER PROJECT: IPJ'-0"WIDE BUILDINGS GABLE HEADER-CORNER POST CONN. DETAIL® LOCATION: STATE OF OREGON 4t SCALE:NTS [16]ANGLE BRACKET.SECURE PROJECT NO.: 037-15-1135 TO DOOR POST AND BASE RAIL ` SHEET TITLE: W/(4) [23]FASTENERS E.S.�y [11]END WALL POST [14]DOUBLE HEADER END WALL FRAMING POST ABOVE HEADER [3]BASERAIL �' DETAILS [15]ANGLE CLIP. END WALL POST BASE 3 SECURE TO DOOR POST i-` SHEET NO.: &-B/ 11 RAIL CONN,DETAIL O AND BASE RAIL W/(4) v DRAWN BY: LAK DATE:1/26/16 SCALL:NI s #3 TEKS SDS Es.dov- r CHECKED BY:OAA DATE:1/26/16 [2]ROOF BEAM• 118"FILLET 11/2"LG. 1P @ 8"C.0 STITCH LEGAL INFORMATION C- WELD BOTH SIDES -ANY DUPUCATION OF THIS DRAWING IN WHOLE OR AO STAGGERED-TYP. PART IS STRICTLY FORBIDDEN.ANYONE DOINGS®WILL I [16]ANGLE BRACKET.SECUREBE PROSECUTED UNDERTFIE FULL WENTOFTHE LAW. ..1 0 TO DOOR POST AND BASE RAIL DRAWINGS VALID UP TO I YEAR.FROM DATE OF ISSUE. W/(4) [23]FASTENERS E.S. END WALL POST ABOVE DOUBLE® [17)STRAIGHT BRACKET.SECURE HEADER CONN.DETAIL s SEAL: TO DOOR POST AND SASE RAIL '1* [11]END WALL POST SCALE:Nr5 W/(4) [23]FASTENERS 5175OR[12]DOOR POST SOD PR OFFS END WALL POST- ROOF BEAM CONN.DETAIL® [11]END WALL POST 4P \�� G 1 N LP,O SCALE:HIS [15]ANGLE CLIP.SECURE TO I 4/ <<i� F� [11]END WALL POST DOOR POST AND BASE RAIL v 74150 � � ABOVE HEADER W/(4)[24]FASTENERS E.S. AN N /, / [15]ANGpeE CLIP. I [14]DOUBLE HEADER ';10 III 'OREGON SECURE TO DOOR POST AND BASE RAIL W/(4) 4,1; 1/8"FILLET-1-1/2"LG.@ 8" X1 ` 9j,/ 13 ���` ` [23]FASTENERS E.S. C.0 STITCH WELD BOTH ,9 ,Z 5 I. 5112E5 STAGGERED-TYP. 4)4CI ABU: ' i [13]SINGLE HEADER DOUBLE HEADER-END WALL 10 END WALL POST ABOVE HEADER CONN.DETAIL® POST CONN.DETAIL SCALE:Nf5 SCALE:HrS DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 26 2016 r -i MANUFACTURED BY: [2]ROOF BEAM p I Al� III \, [21]DB BRACKET.SECURE TO POST AND DIAGONAL BRACES W/ Tr ,!III ` III 4t,(7)[23]FASTENERS AS SHOWN �!A11H II! )rk\ l� � � ` III \��\\/ N Ii� � pl �\I I %j, 5232 Salem Dallas Hwy NW [I]COLUMN POST \`\\ Salem,OR.97304 [19]DIAGONAL AT CORNER ! OI III \�I › \\ \ Tela-8GG-404 7788,Fax:1-503-566-8833 BRACES \ ��\\ 11, ENGINEERED BY: DIAGONAL BRACE TOP CORNER CONN.DETAIL" / i SCALE:NTS 11111 \ I ' A&A ENGINEERING [1]COLUMN POST OR II CIVIL•STRUCTURAL ar \I , 59l l Renaissance Mee,Suite B•Toledo,OH 43629 [ll]END WALL POST TcL•119 29&19aa.P.z. 19-292-0955 1.;.. v. III \\N\V.SSL`Og10[CRFOIfI .S' � III DRAWING INFORMATION ►. 0°101 III PROJCT: 18'-0"WIPE BUILDINGS v /1 111 �� LOCATION: STATE OF OREGON [19]DIAGONAL BRACESDv \ �! [21]DB BRACKET.SECURE TO PROJECT NO.: 037-15-1135 0 POST AND DIAGONAL BRACES W/ SHEET TITLE: (7)[23]FASTENERS AS SHOWN ler CORNER BRACING /�\I CORNER DIAGONAL 1 DETA(L5 BRACING-SEE NOTES FOR REQUIREMENTS DIAGONAL BRACE- POST CONN.DETAIL" SHEET NO.: 9/ 11 SCALE:NTS O DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE:1/26/16 SCALE:NTS CHECKED BY:OAA DATE:1/26/16 LEGAL INFORMATION -ANY DUPUCATION OF T1115 DRAWING IN WHOLE OR [1]COLUMN POST PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL [21]DO BRACKET.SECURE TO BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. AT CORNER -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. POST AND DIAGONAL BRACES W/ (7)[23]FASTENERS AS SHOWN II0‘ SAL: [19]DIAGONAL BRACES �, s MoD PR OFF 11 . cab��� CORNER BRACING NOTES: ��`��� G I N F� s`riG� le: 1.1. DIAGONAL BRACING AT BUILDING CORNERS RS 15 REQUIRED FOR 74150 r FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED 15 ,/\ 140 MPH OR GREATER. r .I/ 0. !• 2. IF CORNER BRACING IS REQUIRED BUT THE BUILDING IS MISSING RECON y [3]END WALL BASE RAIL [3]SIDE WALL SASE RAIL AN END WALL THEN THE BUILDING MUST BE DESIGNED AS AN OPEN BUILDING(USE SPACING FOR OPEN BUILDING 1N TABLE 4.1). �/LI ✓�N 13 200` = 3. DIAGONAL BRACING IS ALSO REQUIRED ON THE CORNERS ON THE DIAGONAL BRACE BOT.CORNER CONN.DETAIL"O SIDE WALLS WHEN THE ADJACENT END WALL IS PARTIALLY 9�'�CI ABv�P5 SCALE NTS 3 ENCLOSED. INSIDE VIEW SHOWN FOR CLARITY DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 26 2016 MANUFACTURED BY: ,s4. • R O\ \ N \ N \ N tea \ \\� li III II 5232 Salem Dallas Hwy NW • \\ III\ xN II Salem,OR.97304 \�\ III III I I Tel1-866-404-7788,Fax:1-503-566-8833 (�\\\\ \' I \II III\ �� • ENGINEERED BY: I \ � III�i� \\, . I I II.\.J 11i I \ I , I ill.$- \, \I I\ )1 \ A&A ENGINEERING l ----. CDM•STRUCTURAL I I �� \ 5911 Renaissance Place,Suiten•Tokdo,OH 43623 I I \ TeL 419-2924983•Fax.419.29211955 I i �i / icow.aacnyineerscom / � � N,‘, \ / DRAWING INFORMATION /iii \ PROJECT: 1SLO"WIDE BUILDINGS �' ` �r\I LOCATION: STATE OF OREGON v � QC(j PROJECT NO.: 037-15-11'J�J ��P.'Z/\)' SHEET TITLE: M,�, i \es �Pa OPTIONAL LEAN-TO '2n ADDITION SHEET NO.: 10/ 11 DRAWN BY: LAK DATE:1/26/16 i OPTIONAL LEAN-TO ADDITION CHECKED BY:OAA DATE:1/26/16 • SCALE:NTS LEGAL INFORMATION -ANY OLIPUCATION OP T is DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING 5O WILL [2]ROOF SEAM [6]12"LG.CONNECTOR SLEEVE- SE PROSECUTED UWDERTHE FULLIXIENrOPTI1E LAW. j -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. -MAIN BUILDING FIELD DOLT TO BOTH TUBES W/ [23]FASTENERS-SEE TABLE 32 SEAL: 46 FOR NO.OF FASTENERS REOR .411411:1101k,„. [2]ROOF BEAM- '�0a. PRO -• �7�� LEAN-TO ADDITION �5� G I N F LS> [6]6"LG.CONNECTOR SLEEVE- il 4, !`, F,p 7i FIELD BOLT W/[23]FASTENERS MIN 6„ ct 74150 �r E.5.-SEE TABLE 32 FOR NO.OF LEAN-TO ADDITION NOTES: FASTENERS REGD. [1]COLUMN POST FOR SAVE HEIGHTS1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH SIDES OF V pf OREGON GREATER THAN 8'-0"INSERT T5 2.25 X THE BUILDING. 2.25 X 14GA TUBE INTO COLUMN POST 2. ROOF SLOPE AND PURLIN,GIRT AND FRAME SPACINGS OF THE O� '41/1/. 13,(1-e' �� ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. '9R � GJ LEAN-TO ATTACHMENT DETAIL° 3. IF THE LEAN-TO ADDITION 15"OPEN"(BOTH END WALLS OR SIDE WALL 4 Li ABU- ! SCALE:NM 15 NOT ENCLOSED),THE DESIGN OF THE MAIN BUILDING HAS TO USE THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4. DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 26 2016 • . • 44 . • q. [1]COLUMN POST OR MANUFACTURED BY: I [it]END WALL POST [3J BASE RAIL _ i 1 u. III DRILL 5/8"HOLE THROUGH �j�� � �\ I�\\�\ �� BASE RAIL AND SECURE 11 i� II J ANCHOR EYE WITH 1/2"Pl \ A \III i'lt \� I 1II I' ,' (' •R THROUGH BOLT AND 2"N. I�1 \s� \�� III \WASHERS E.S. 'll ii tel �\ TN' \\ III 8 II I,, \\ �� \ \I III 5232 Salem Dallas Hwy NW hkoloil L'�l \ \ III Salem,OR.97304 �: , �I III Te1:1-866-404-7788,Fax:1-503-566-8833 III I \\ � \ III ENGINEERED BY: 1%/40. III ,1 \ ` II III ANCHOR ROD EE III /// \ \ III /// I f III \\\ �I� II III / �' \\ \ III I -11- __) o III SIIIII "� 1/2"f0 SHAFT X(2) III I III III r SOIL ANCHORS AT A STRUCTURAL OPTION 1:HELICAL SOILO 4.j 4"DISKS-HELICAL III III III I I ALTERNATE END 5911 Renaissance Place,Suite B•Toledo,OH 43623 ANCHORS SOIL ANCHOR III (.- % I WALL POSTS Tel.419-292-1983•Fax.419-292-0955 www.aa-engineers.com SCALE:NTS "j III III /jl Jr— J SOIL ANCHORS AT DRAWING INFORMATION III L ALTERNATE INTERIOR 501E ANCHORS EITHER // w COLUMN POSTS PROJECT: 18�-0"WIDE DUILDINGS SIDE OF OVERHEAD DOOR OPENINGSiI\ ANCHOR RODS AT ALL LOCATION: STATE OF WASHINGTON SOIL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECT NO.: 037-15-1134 • CORNERS ON SOIL ANCHORS SHEET TITLE: SOIL FOUNDATION FOUNDATION OPTION 4: SOIL FOUNDATION NOTES: SCALE:NTS SOIL ANCHORS 1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION.ANY OF [3]SASE RAIL [1]COLUMN POST OR THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. [11]END WALL POST SHEET NO.: 11-D / 11 2. SOIL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL BE LOCATED AT ALL 4DRAWN BY: LAK DATE:8/23/16 CORNERS,ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE �� CHECKED BY:OAA DATE:8/23/16 INTERIOR COLUMN POSTS AND END WALLS POSTS. <4111 3. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO THE 6"X 3"X 1/8"ANGLE LEGAL INFORMATION GROUND IS 150 FT-LBS OR GREATER.MANUFACTURER 15 NOT RESPONSIBLE 'lti� BRACKET W/.(1)1/4 ANY DUPLIcnnoN OF Trus DRAW NG IN wnoLE OR SDS FASTEN TO PART IS STRICTLY FORBIDDEN.ANYONE DOING SO u_ FOR SOIL QUALITY AT SITE. R BASE RAIL AS SHOWN BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAW1NG5 VAUD UP TO I YEAR FROM DATE OF ISSUE. 4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2,3&4 SOILS(SEE SOIL4, CLASSIFICATIONS THIS PAGE). Pa SEAL: Alt - EXISTING A B 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE �� jJ, `S ASPHALT ps �r GROUND WITH A 1/2"X 30"LG.ROD.RODS WILL HAVE A WELDED NUT AT THE ( �� O� w ASkI q, TOP AND ONE COAT OF RUST PROOF PRIMER. I 6. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN.OF 1500 PSF. _ Vit, °`A �� ANCHOR ROD O != ;�_., SOIL CLASSIFICATIONS: ��� Z SOIL CLASS DESCRW ION li 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS, HP9-A ASHPALT/ COARSE GRAVEL/COBBLES,PRELOADED SILTS,CLAYS AND CORAL. HP-9 ROCK ANCHORr03 .SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,MEDIUM DENSE COARSE 1 40277 �w SAND ,SANDY GRAVEL,VERY STIFF SILT AND SANDY CLAYS. ' ONALG1STR� CS�� 4 - LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS AND S4°NAL E. ALLUVIAL FILLS. OPTION 2:ROCK/ ASPHALT ANCHORS 'FROM HUD"MODEL MANUFACTURED HOME INSTALLATION STANDARDS" SCALE:NTS DATE EXPIRES: 11/09/2016 DATE SIGNED: AUG 23 2016