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Plans OFFICE COPY ..R.EcEpriff-- -)A1 hti 1 \ MAY 4 2015 `•. CITY OFTIGARD `Zt � E�IS'�t�� I WI BUILDING DIVISION .. % --' �P�f tN� ► 4.) \. 4`14 � '... ‘A`vc-r...b at\ ` 1_,Z, , . 1 N I l.‘. ‘/'- - k, cri Alt- , '•' • ' it. 1 :4 ...J 1 1.01 °); - '-. 11/0/ .. - --"-'''. ‘ 4‘of f 0 \(,- - ',. 11' P'3 0 ' i ,,_----- ,..-----oe 0,);.,`) .0N In, 0 _____---------- occ1/4-\ . _ ,.:4_ . t,,„....-_ 25 I Le) tl 5 I)I 'to N 'iD rr (000) I .) w. 11, 7t1 . 61 '`,4( \ ----------".------------- t4i114,11:,) ftiPC's . \ trsz f. pp,. ‘vi 64_,%/i I/ V ,---- ---.— - , 1 ,tt 4 --- vi 1---0-71---71-- N AN .. ., -N, CITY OF TIGARD ._ __-------- 1 _ o� � Approved by Planning 1 i[1.5t �f ci c -t.e.� °-1 Date: -4 -t5 _ Initials: ( - Hoy�C � ���� .cbGretc A7 7 E-Alb LEF'r E,Aill RECEIVED MAY 42015 CITY OF TIGARD DING DIVISION IIS( 0,12.3'/4 a I g.._ _ ... . V �Y le if I aw l (C 6 J/ • i 9 ..5:3°"�:. ./dpi mfr• ____. -7-7Livo a 97223 L 7 4-1 _. .__ . _ .__2_____ If-___.. _ • z0' . , -----, c 17 OR CODE COMPLIANCE 1 ,�'"J z�. 177 OTC: ii/IM .,Afe-f 6!1 1, Permit#t ByPZO/s=0© 2-L Adams '6)4S-mss -/ k.)#4 ) / •,_, /- s sUItc#1(___ 2 Br= Dates '7- 1.Sr OFFICE COPY MANUFACTURED BY: ■—■A!!..rei■---iiii'L.•-- ''.' ''.7': 77' '''7:: -.1.1ill Ir." i,,,,....,,, ......„, _...........,„.....___„.....,,,, ,,,,.. ..,,.. .......„.. :,......-_.....,.... „.,.. ,,.. . ,..... .0._ ......_. ....„. ,._,0/01."■re ti ..-'-::„ get li,10:: .000,, 0/..,'••'/0- 1/- I- iiiM,4•411 °P711%•.-4141.111:"lb' 810.I.'‘.....: 7 ,7 .......„,,. ,,, .,.„,,...,......_ , (*A) <*ett,:,,,... . mil ......,..,,,,..,,,...... ......„.,.....„ 5232 Salem Dallas Hwy NW Salem,OR.97304 RECEIVED` Tel:1-866-404-7788,Fax:1-503-566-8833 ENGINEERED BY: REGULAR / A-FRAME ME iii 201-OIL WIDE MAY 4 2015 _.......• A&A ENGINEERING CARPORT STYLE BUILDINGS CITY OFfIGAI(D 5911RenaissaceP Place,STRUCTURAL, BUILDING DIVISION Tel.419-29219A3•Fax.419-494-0955 www.aa<nllineenmm DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 20—on WIDE BUILDINGS 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: OSSC 2014/IBC 2012 COVER SHEET ----- 1 LOCATION: STATE OF OREGON WITH OSSC 2014/IBC 2012,OSHA,AISC 360,ASCE 7-10, USE GROUP: U(CARPORTS,BARNS) SCHEDULES& - RISK CATEGORY: 1 PROJECT NO.: 037-140929 AWSD 1.1 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. SECTIONS 2 SHEET TITLE: 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 1. DEAD LOAD(D) 0=4 P5F 2. ROOF LIVE/SNOW LOAD(Lr) FRAME SECTIONS&DETAILS 3-A,3-B COVER SHEET FOUNDATION DETAILS SHEET. Lr=20-70 PSF SPACING SCHEDULES- 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY (A5 PER SNOW LOAD) &ENCLOSURE NOTES SHEET NO.: 1 111 3. SNOW LOAD(S) 4 BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING GROUND SNOW LOAD Pg=20-90 PSF PURLIN&GIRT SCHEDULES 5 DRAWN BY: IZ_M DATE:11/3/14 ORIGINAL. IMPORTANCE FACTOR Is=0.8 SHEATHING OPTIONS 6 CHECKED BY:OAA DATE:11/3/14 4. WIND LOAD(W) 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. BASIC WIND SPEED VULT=105-180 MPH SIDE WALL FRAMING LEGAL INFORMATION 5. ALL FIELD CONNECTIONS SHALL BE TEKS 012(1/4"X1'). EXPOSURE C ANY DUPLICATION OF THIS DRAWING IN WHOLE OR 5. SEISMIC LOAD(E) &OPENINGS 7 PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL 6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV. DESIGN CATEGORY D -BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. END WALL FRAMING -DRAWINGS vAUD uP To 1 YEAR FROM DATE of LAW.. OR PAINTED STEEL-MAIN RIB HT.3/4"(FY=80K51)OR EQ. IMPORTANCE FACTOR le=1.00 &OPENINGS 8-A,8-B SEAL: 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS LOAD COMBINATIONS: CORNER BRACING DETAILS 9 SHALL BE GRADE 50 STEEL. 1. D+(Lr OR 5) ��E S D PR R OFF 2. D+(0.6W OR t0.7E) OPTIONAL LEAN-TO ADDITION 10 S S. STRUCTURAL TUBE TS2 1/2"X2 1/2"-14GA.15 EQUIVALENT 3. D+0.75(0.6W OR±0.7E)+0.75(Lr OR 5) FOUNDATION OPTIONS 11-A TO 11-D �C, G I N F F / /: O TO T52 1/4"X2 1/4"-12GA AND EITHER ONE MAY BE USED IN 4 0.6D+(0.6W OR±0.7E) 2 74150 LIEU OF THE OTHER. . 1 OREGON CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY O�Ln�J�N 13,2C)0� � OWNER: y ' ( ❑ A-FRAME NOTICE 9'r q `,�Q� ADDRESS: - ` �' ��� GROUND SNOW: l�O WIDTH: FRAME TYPE: LI AB - GB 55�W w nut�� ❑REGULAR DATE OF ISSUE:09/30/2 14 O /!:: ROOF UVE LOAD: LENGTH: C 0 ❑ FULL 1 I��(1/�Y�l `!\�[,"1.�J�� ENCLOSURE o PARTIAL CERTIFICATION ON THESE DRAW IYGS IS DATE EXPIRES: 12/31/2015 `\'1f1� (� V1`F`"1(i BASIC WIND SPEED: q5 HEIGHT: TYPE: G OPEN -------- - VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: NOV 03 2014 TABLE 2.1:MEMBER PROPERTIES MANUFACTURED BY: NO.I I `�I'+ F nr[ y DETAIL NO. jn\ ,1 COLUMN POST 25"X 2.5"X 14GA TUBE 1 C\I 0 N 2 ROOF BEAM 25"X 25"X 14GA TUBE 1 t' y 3 BASE RAIL 25"X 2.5"X 14GA TUBE 1 'I 2.5"'I 255,4 PEAK BRACE 2.5"X 2.5"14GA CHANNEL 4 THICKNESS=14GA THICKNE55=14GA 5 KNEE BRACES 2.5"X 1.5"14GA CHANNEL 4 2.5"X 2.5"14GA TUBED 2.25"X 2.25"14GA TUBE 6 CONNECTOR SLEEVE 225"X 225"X 14GA TUBE 2 SCALE:NTS SCALE:NTS 2 7 BASE ANGLE 25"X 2.5"X 3"LG.1/4"ANGLE 10 ,1i 8 PURLIN 425'X 1.5"X 18GA/14GA HAT CHANNEL 5 5232 Salem Dallas Hwy NW 9 GIRT 425'X 1.5"X 18GA/14GA HAT CHANNEL 5 a I Salem,OR.97304 N In\ u Te1:1-866-404-7788,Fax:1-503-566-8833 9A OPT.END WALL GIRT 2.5'X 1.5"14GA CHANNEL 1 -\ .. ..,\ ENGINEERED BV: 10 SHEATHING 29 GA CORRUGATED SHEET 8 ''2"'r 'r2.5/ 11 END WALL POST 25"X 2.5"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 13 SINGLE HEADER 25"X 2.5"X 14GA TUBE 1 SCALE:NTS 3 4® A&A ENGINEERING SCALE NTS 14 DOUBLE HEADER DBL.2.5'X 2.5"X 14GA TUBE 1 CIVIL•STRUCTURAL 5911 Renaissance Place,Supt B•Toledo,OH 43629 15 SERVICE DOOR/WINDOW Tel.419-292-1983•Fu.419-294-0955 FRAMING 25"X 2.5"X 14GA TUBE 1 150" 4, www.aa<nR neen.tom 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 6 I-`\ PROJECT: 20'-0"WIDE BUILDINGS 18 PB SUPPORT 25"X 2.5"X 14GA TUBE 1 LoCAnoN: STATE OF OREGON 19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3 ili 41 20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 4.25" PROJECT NO.: 037-14-0929 THICKNESS= /14GA SHEET TITLE:DD BRACKET 2.5"X 25"X 6'LG.14GA ANGLE 9 SCHEDULES & 22 TRUSS SPACER 25"X 2.5"X 14GA TUBE 1 4.25"X 1.5"X 18GA/14GA TEKS#12 X 3/4"SELF-DRILL SCREWS W/ HAT CHANNEL 5 MEMBER SECTIONS 23 ALL FASTENERS NEOPRENE/STEEL WASHER SCALE:NTS - - - SHEET NO.: 2 / 11 TABLE 22:SHEATHING FASTENER SCHEDULE DRAWN BY: IZM DATE:11/3/14 LOCATION CORNER PANELS' SIDE LAPS EDGE LAPS ELSEWHERE ZV SPACING 6"C/C MIN.1 4"C/C 8"C/C CHECKED BY:OAA DATE:11/3/14 FASTENER TYPE:TEKS#12X1"SELF-DRILL SCREWS W/NEOPRENE/STEEL LEGAL INFORMATION WASHER -ANY DUPLICATION OF THIS DRAWING IN*MOLE OR '; PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WLL V BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. THICKNESS=14GA THICKNESS=14GA DRAWINGS vaJD L P To I YEAR FROM DATE of ISSUE. STRAIGHT BRACKET® ANGLE BRACKET® SEAL: SCALE:NTS SCALE:NT5 7 .\��EO PROS, ss '` \ G I IV EF io o g N 140 � v4:1315,2:, 1 r , OEGO ,i" 5 36'' 19 %■,.>.c 4<-.4K '\, , IL!ABV0 THICKNESS=29GA THICKNESS=14GA THICKNESS=1/4" 29 GA CORRUGATED SHEATHING® DB BRACKET® EASE ANGLE® SCALE:NTS 8 SCALE:NTS 10 DATE EXPIRES: 12/31/2015 SCALE:HIS DATE SIGNED: NOV 03 2014 MANUFACTURED BY: gllh „I. • . ® NSF ®(^ 1 12 I^ 1 ` . 12 ` 1 '// 1 [2]ROOF BEAM [4]PEAK BRACE SEE \\ Asa 3�- TABLE 3-8.1 FOR LENGTH [5]KNEE BRACE ON OPEN / // [2]ROOF BEAM 5232 Salem Dallas Hwy NW BUILDINGS SEE TABLE 9 / / Salem,OR.97304 3132 FOR LENGTH /// Tel 1-866-404-7788,Fax:1-503-S68833 4 /'// [5]KNEE BRACE ON OPEN ENGINEERED BY: N [1]COLUMN POST //// BUILDINGS-ATTACH WITH / (2)[23J FASTENERS E.S. I'' // [6]6"LG.CONNECTOR SLEEVE- FIELD BOLT W/[23]FASTENERS AAA ENGINEERING © ES.-SEE TABLE 38.3 FOR No.OF FASTENERS READ. crvn.•STRUCTURAL 5911 Renaissance Place,Sure B•Tokdo,OH 43643 [3]BASE RAIL NV [1]COLUMN POST TeL 419-292-1933•Fax.419-292-0955 wr+v.aa-engineen.com ;l; DRAWING INFORMATION 19'-91/2° PROJECT: 2O'0"WIDE 6UILDINGS A.'A'FRAME LOCATION: STATE OF OREGON TYP. A-FRAME SECTION SCALE:N S SHEET PROJECT NO.• 037-14-0929 QSHEET TITLE: ny FRAME SECTIONS& /Eh NV ( ^112 DETAILS -- 1 3 12 SHEET NO.: 3-A / 11 _ I I^ �_ + ' 3�- DRAWN BY: IZM DATE:11/3/14 I /' I (4)PEAK BRACE-SEE \`�N e. / CHECKED BY:OAA DATE:11/3/14 (�___1 [2]ROOF BEAM TABLE 38.1 FOR LENGTH /' ' LEGAL INFORMATION [5]KNEE BRACE ON OPEN //// [2]ROOF BEAM -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR / / PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BUILDINGS-SEE TABLE /// BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. 3132 FOR LENGTH -DRAWINGS VAUD UP TO 1 YEAR FROM DATE OF ISSUE./ / / [5]KNEE BRACE ON OPEN SEAL: CV `9 /// BUILDINGS-ATTACH WITH [1]COLUMN POST // (2)[23]FASTENERS E.S. .,�cGD P R OFFS [6]8"LG.CONNECTOR SLEEVE- <5 G I N E `rip FIELD BOLT W/[23]FASTENERS �`f� �N F,P E.S.-5EE TABLE 38.3 FOR No. r 74150 O OF FASTENERS REQD. [3]BASE RAIL TV 111 -s [1]COLUMN POST I _ I � OREGON B.REGULAR FRAME �/� ✓qN 13,2��� �� 19'-91/2" TYP.REGULAR FRAME SECTION EAVE DETAILED ABO irs SCALE:NfS SCALE:WS O DATE EXPIRES: 12/31/2015 DATE SIGNED: NOV 03 2014 MANUFACTURED BY A [2]ROOF BEAM '�1 [2]ROOF BEAM 4,,. .n(1:40,.[4BJ TUBE PEAK BRACE 5232 Salem Dallas Hwy NW ill ATTACH WITH 1/8"WELD X Salem,OR.97304 6"LONG E S. +� Jr ® Te1:1-866-404-7788,Fax:1-503-566-8833 10'-0" ENGINEERED BY: A.PEAK BRACE TUBE [4B]PEAK MACE ® I'' TUBE B.PEAK BRACE LENGTH=12-0" [2]ROOF BEAM A&A ENGINEERING CIVIL.•STRUCTURAL. Mil Renaissance Place,Suite B•Tokdo,OH 43623 Tel.419-292-1983•Fax.4I9492.0955 [2]KOOF BEAM www.aa-eng,neen.cnsn ,ii'\ MAX.6'-0" DRAWING INFORMATION \ [4A]PEAK BRACE NV PROJECT: 20'-0"WIDE BUILDINGS CHANNEL A.PEAK SPACE LENGTH=6'-0" LOCATION: STATE OF OREGON [4]PEAK BRACE-ATTACH W/(2) PROJECT NO.: 037-14-0929 [23]FASTENERS E.S.(TOTAL 4 EACH PEAK BRACE DETAILSO SHEET TITLE: END).MAINTAIN MIN.1"EDGE S'AI-.4TS 4 DISTANCE AND SPACING FRAME DETAILS SHEET NO.: 343 / 11 B.PEAK SPACE CHANNEL DRAWN BY: IZM DATE:11/3/14 PEAK BRACE CONNECTION DETAILS° CHECKEDBY:OAA DATE:11/3/14 SCALE:HIS LEGAL INFORMATION -ANY DUPUCAT1ON OF THIS DRAWING IN WHOlE OR, PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. [6]6"LG.CONNECTOR SLEEVE. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. FIELD BOLT W/[23]FASTENERS el SEAL: -SEE TABLE 3-B.3 FOR NO.OF [1]COLUMN POST - FASTENERS READ. ��c�E0 PR OFFS TABLE 3-8.1:PEAK BRACE SCHEDULE �G I N EF `r�02 GROUND SNOW/ROOF I� P y LIVE LOAD(F5F) PEAK BRACE LENGTH [3]SASE RAIL iii 74150 30/207040/25 6' A II 50/35ro90/70 a BASE DETAILO 11° OREGON SCALE:NT5' 3 TABLE 348.2:KNEE BRACE SCHEDULE" TABLE 3-B.3 FASTENER SCHEDULE qiQ qN 13'200°PS�� EAVE HEIGHT I KNEE SPACE LENGTH WINO SPEED(MPH)INO.OF FASTENERS 'L! ABU. UP TO 8' 24" 105 TO 125 4 • 9 T012' 36" 130 TO 155 6 NOTE:COLUMN POST MAY BE ADJUSTED*1"FOR LEVELING. REQUIRED ON OPEN BUILDINGS 160 TO 180 MANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 12/31/2015 8 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: NOV 03 2014 TABLE 4:FRAME SPACING SCHEDULE MANUFACTURED BY: GROUND ENCLOSED BUILDINGS OPEN BUILDINGS SNOW/ ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) LOAD(PSF) 105 4 115 130 140 155 1651e,0 105 1115 130 140 155 165 180 30/20 5 5 5 4.5/5 3.5 3 II C 40/25 4.5/5 4.5/5 4.5/5 45/5 3.5 3 3 4 4 4 3.5/4 3/3.5 3 3 1( 50/35 4 4 4 4 35 3 3 3.5 3.5 3.5 3.5 3/3.5 3 3 i _ 60/40 li 35 35 3.5 35 35 3 3 3 3 3 3 3 3 3 w C 70/50 3 3 3 3 3 3 25 2.5 2.5 2.5 2.5 25 2.5 25 5232 Salem Dallas Hwy NW O 80/60 25 25 25 2.5 25 25 2.5 2 2 2 2 2 2 2 Salem,OR.97304 90/70 2 2 2 7 2 7 2 M•� ' i°^ 2 1'el:l-866-4D4-7788,Fax:1-503 566-8833 II 30/20 5 4.5/5 4 3.5/4 �� ® 3/4 IM ENGINEERED BY 40/25 45/5 4.5/5 4 3.5/4 Illen 4.5 45 4/4.5 3.5/45 3/4 3/4 3/35 'I II 1.:3) 50/35 - 4 4 4 4 4 35/4 3.5 ` 35 35 35 35 3/35 3/35 3/35 =0 60/40 35 35 35 3.5 3.5 3.5 3.5 3 3 3 3 3 3 3 j G 70/50 ',I3 3 3 3 3 3 3 25 2.5 25 25 25 2.5 2.5 A&A ENGINEERING -- CMI,•STRUCTURAL w 80/60 °.5 2.5 25 2.5 2.5 2.5 25 25 25 25 25 25 2.5 25 5911 Renaissance Place,Sunk B•Tokdo,OH 43623 90/70 ;;'2 2 2 t 2 2 2 2 2 Tel.419-292-1983.Fax.419-292-09,5.5 30/20 L c ,_, 45/5 4/4.5 3.5/4.5 3.5/45 3 ` 4/5 3.5/5` ' v' ` '.. '"„°' '�~.`-- ii -7 4 .e DRAWING INFORMATION 40/25 45/5 45/5 45/5 45/5 4/45 3.5/45 3.5/45 4.5/5 4.5/5 4/5 3.5/5 3/4.5 3/35 CD cc, 50/35 4 4 4 4 4 35/4 3.514 4 4 Mal 35/4 3/4 3/4 3/3.5 PROJECT: 20-0'WIDE BUILDINGS =o 60/40 35 3.5 35 35 35 35 3.5 3.5 35 3.5 35 3/35 3/35 3/3.5 LOCATION: STATE OF OREGON 0. 70/50 3 3 3 3 3 3 3 3 3 3 3 3 3 3 PROJECT NO.: 037-14-0929 w 80/60 25 25 25 25 25 2.5 2.5 ' 2.5 2.5 2.5 2.5 25 2.5 2.5 SHEET TITLE: 90/70 2 2 2 2 2 2 2 '.. ' ;, 2 z<`•:2 ,jilie 2 SPACING SCHEDULES Not ES: 1. FRAME SPACINGS ARE IN UNITS OF FEET(FT). & ENCLOSURE NOTES 2. WHERE TWO VALUES ARE SHOWN,THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. SHEET NO.: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT(PSF).WIND SPEED IS 3 SEC.GUST IN MILES PER HOUR(MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS.THE HIGHER(MORE STRINGENT)VALUE HAS TO BE USED.INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. DRAWN BY: IZM DATE:11/3/14 CHECKED BY:OAA DATE:11/3/14 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL: GENERAL ENCLOSURE NOTES: . ,�Ep PROFFS 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. <-) �G I N' `r/0 2. THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS IS 50'O".THIS CAN BE INCREASED I 74150 BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. -�, %/ i _e . F L. OR ENCLOSED BUILDINGS,ONE END WALL CAN BE OPEN IF THE OTHER END WALL IS i4 4.ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING(SEE SHEET 8A OR A --%:' -' �i. ii ! % �j%••••:;,;;., DOUBLE END FRAME. 'y� / • OREGON 4. ENCLOSED BUILDINGS THERE IS NO CHANGE IN THE DESIGN.OR SIDE GREATER THAN 3'SIDE WALLS WALL UP TO 3' I' \%% j 11W‘ i�i�/ ��,9 q/V 13,2�� ��� : ��% ENCLOSURES,THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 6". j.„--. •000. 16) qgV= P . 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL.SEE SHEET 9 FOR TYPICAL BRACING TYP.ENCLOSED BUILDING TYP.OPEN BUILDING 1. DATE EXPIRES: 12/31/2015 DETAILS. SCALE:NTS SCALE:NTS DATE SIGNED: NOV 03 2014 TABLE 51: PURLIN SPACING SCHEDULE TABLE 52:GIRT SPACING SCHEDULE MANUFACTURED BY: GROUND 14GA.HAT CHANNEL PURLIN 18GA.HAI CHANNEL PURLIN N.' .' SNOW/ FRAME WIND SPEED(MPH) ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) SPACING 105 115 130 140 155 165 180 LOAD 30/20� 54 48 42 36 30 24 24 4 48 36 30 Emu 18 105 115 130 140 155 165 180 105 115 130 140 155 165 180 5-0 60 6" 60 60 48 m 36 30 m z 40/25 48 45 42 36 30 24 24 :.a 30 24 18 8 12 4'-0„ QQm 36 30 _ 50/35 48 48 42 36 30 24 24 24 24 18 15 12 3'-6" 60 60 DM 48 mm L• w Q 60/40 36 36 36 36 30 24 24 18 18 18 18 12 2'-O'TO 3'-0" 60 60 00 48 mm 70/50 36 36 36 36 30 24 24 : 18 18 18 18 12 NOTES: 5232 Salem Dallas Hwy NW 80/60 30 30 30 30 30 24 24 18 18 18 16 12 1. GIRT SPACING UNITS ARE IN INCHES. Salem,OR.97304 90/70 24 24 24 24 24 24 24 2. THIS SCHEDULE IS TO SE USED FOR 50TH Tela-866-404-7788,Fax:1-503-566-8833 30/20 u 48 36 30 24 18 18 12 14GA AND 18 GA PURLINS. ENGINEERED BY: »= s,,,..` 3. FRAME SPACING NEEDS TO SE DETERMINED 40/25 48 42 42 36 30 a.; 42 36 30 24 18 18 12 FROM TABLE 4. �' Q I- 50/35 ,.48 42 42 36 30 � 30 30 30 24 18 18 12 LO 60/40 ' 42 42 42 36 30 e 30 30 30 24 18 18 12 1 70/50 •, 42 42 42 36 30 O's 24 24 24 24 18 18 12 A&A ENGINEERING IIJRAL Q CIVIL•STRUCRIRAL K 80/ 36 36 36 36 30 0' 18 18 18 18 18 18 12 5911 Renaissance Place Suite B•Toledo,OH 43623 90/70 r '1�!e ' ''.aw w ""�`' 18 18 18 18 18 18 12 Tel 419-292-19&3•Far.419-2921%955 au-engineers com 30/20 54 48 42 42 36 36 30 4 fi �,es� _41 .,. 40/25 48 48 42 42 36 36 30 48 36 30 2.4 DRAWING INFORMATION _ 50/35 48 48 42 42 36 36 30 42 36 30 24 24 -, PROJECT: 20-0'WIDE BUiLD1NGs N Q 60/40 42 42 42 42 36 36 30 ,, 36 36 30 24 24 18 LOCATION: STATE OF OREGON t 70/50 42 42 42 42 36 36 30 X a 30 30 30 24 24 18 — 80/60 36 36 36 36 36 36 30 2,4 24 24 24 24 18 PROJECT NO.: 037140929 LL 90/70 36 36 36 36 36 36 30 - ° ,. `-1" ` .. SHEET TITLE: PURLIN& GIRT 30/2o 54 48 42 42 36 30 30 SPACING SCHEDULES 40125 i'48`'42 4 4, `L 6 t6' c 48 48 42 42 36 30 30 _ 50/35 '', 48 42 42 36 36 t 48 48 42 42 36 30 30 SHEET NO.: 5 / 11 to 60/40 42 42 42 36 36 r';. 42 42 42 42 36 30 30 DRAWN BY: IZM DATE:11/3/14 w 70/50 42 42 42 36 36 • 42 42 42 42 36 30 30 e 80/60 `, 36 36 36 36 36 30;' 36 36 36 36 36 30 30 CHECKED BY'OAA DATE:11/3/14 LL 90/70 36 36 LEGAL INFORMATION 30/20 54 48 42 ^42 36 36 3O NY A DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WU. z w 40/25 48 48 42 42 36 36 30 '; �- 6 E E PROSECUTED UNDER THE FULL EXTENT OF THE LAW. DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. 0 50/35 48 48 42 42 36 36 30 E- 48 42 42 36 36 to pt 60/40 42 42 42 42 36 36 30 42 42 42 36 36 SEAL: l_ 70/50 42 42 42 42 36 36 30 'a' 42 42 42 36 36 .r_ c Kj 80/60 36 36 36 36 36 36 30 36 36 36 36 36 30 '��y'Gp PROFESS u- 90/70 36 36 36 36 36 36 30 .• -: G 1 N F E >O NOTES: 2 1. PURLIN SPACING UNITS ARE IN INCHES. ii&c3 74150 2. FRAME SPACING NEEDS TO SE DETERMINED FROM TADLE 4. ' 1 �R:OREGON ?� 4N. 13,2 00 � x .1L AB'-tP., OATE EXPIRES: 12/31/2015 DATE SIGNED: NOV 03 2014 MANUFACTURED BY ' II�=!�. �. [8]PURLINS GFT `' �'1 � i►;�I ��'■�-� 14 6q GENERAL SHEATHING NOTES: i, >' /��� �' ��� ��,„ice`,�`�'*`∎ ., -- �+ 1. REGULAR STYLE BUILDINGS CAN �� �'��' ∎ ' '��'`�' ,,���'!��`. � � ONLY HAVE HORIZONTAL•`i�-''.���\ �\ ;�; =;i````� SHEATHING ON ROOF AND WALLS. ii 2. A-FRAME STYLE BUILDINGS CAN I'`►.`I`��' N, ,R� PI 1' I 0 .' `! `` � HAVE ANY COMBINATION OF >> ` �j�`Ij � ,i ' ii*N∎1l"'►'I 1''```i��```'>1 v HORIZONTAL OR VERTICAL 9 :i- `�, v` /I , ' 1 `_�” ,�. SHEATHING ON ROOFS AND WALLS. ��i 't''' 1°11111 q 1.1``;`'� 'l I I X 3. DOTH HORIZONTAL AND VERTICALS 5232 Salem Dallas Hwy NW �� '� ` �' Salem,OR.97304 II' I , ROOF SHEATHING CAN HAVE MAX. Te1:1-866-404-7788,Fax:1-503566-8833 w���\: i J 'll , `, / �'�I x AS■ ; II ii�l �IlIr ��itl I'll 11 w 4. USING VERTICAL SHEATHING MAY 0 \I\ \III '�1I'� ��II I� s i ALLOW FOR GREATER FRAME ''' .IP �11 .1'II dlhPi '; u_ d SPACING.SEE NOTE 2 UNDER I ������ , ....... w N TABLE 4. © 'o 1° N AgA ENGINEERING TYP. HORIZONTAL SHEATHING cIV11.•STRUCTURAL v ' 5911 RTeL 419-2 place,S•F x•19-292 O5 43648 SCALE:NTS [9]G1TS TeL 419-4921983•Fu.419-292.0955 .' w�rw.aa<nRineen.cwn TYP.VERTICAL SHEATHING _ DRAWING INFORMATION i SCALE:NTS 'lam// i! PROJECT: 2O'0"WIDE BUILDINGS • '< LOCATION: STATE OF OREGON ` PROJECT NO.: 03I-14-0929 SHEET TITLE: '% SEE TABLE 22 FOR ` SHEATHING OPTIONS FASTENER SCHEDULE ` & DETAILS [10]SHEATHING ...co/ [10]SHEATHING [11]END WALL POST ATTACH PURLINS TO *`O SHEET NO.: 6 / 11 SEE TABLE 22 FOR ROOF BEAMS W/(2) DRAWN BY: IZM DATE:11/3/14 FASTENER SCHEDULE [23]FASTENERS [8]PURLINS CHECKED BY OAA DATE:11/3/14 TYP. HORIZONTAL SHEATHING DETAILED ROOF VERTICAL SHEATHING DETAILED LEGAL INFORMATION W SCALE:NTS 1 2 -ANY DUPLICATION OF THIS DRAWING IN 101E OR SCALE:NTS PART IS STRICTLY FORBIDDEN.ANYONE DOING SO NALL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. ._ .. e _:, .` .:.:-_. , -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. 1' 01111110° ATTACH GIRTS TO POSTS ,_�1 - WI(2)[23]FASTENERS i SEAL: [16]ANGLE CLIP.SECURE TO I P DOOR POST AND BASE RAILa �1 10 SHEATHING 1 '��D R OFFS W/(4)[23]FASTENERS E.S. 4 . i • [ J illIS i.CD� I N si 1 ` �G Fc O�[10]SHEATHING�� - �' 74150 N f SEE TABLE 22 FOR al � . SEE TABLE 22 FOR `• u FASTENER SCHEDULE e � OREGON FASTENER SCHEDULE I_ `, 9A END WALL GIRTS . �' ` " [9]GIRTS ,� ,O ✓�N 2 �� [ ] I , 21 13, �, 9/9 4(1 ABU'' WALL VERTICAL SHEATHING-TUBE DETAIL WALL VERTICAL SHEATHING-HAT CHANNEL DETAIL \ • SCALE:NTS O O DATE EXPIRES: 12/31/2015 SCALE:NTS DATE SIGNED: NOV 03 2014 \ MANUFACTURED BY: \ [12]DOOR POST �© I [6]6"LG.CONNECTOR\ [15]WINDOW FRAMING MAX.2 CUT FRAMES \\v II / SLEEVE.FIELD BOLT- ` j �� SEE TABLE 3 3.3 FOR NO. �V\ \ , OF FASTENERS READ. 4[16]ANGLE CLIP.SECURE I�.d1 j„ TO COLUMN POST AND ,HEADER W/(4) [23] �' IL/ / \� [5]BASE RAIL FASTENERS E.S. • m / 5232 Salem Dallas Hwy NW / 0 / DOOR POST DOT.CONN. DETAIL TYP.WINDOW FRAMING Salem,OR.97304 / 0 /� SCALE:Nr5 O CONN. DETAIL O Te1:1-866-404-7788,Fax:1-503-566-8833 IF / ENGINEERED BY: ❑, SCALE:NTS `� / Y i � / b [6]6"LG.CONNECTOR ' �V� •r SLEEVE.FIELD BOLT SEE TABLE 38.3 FOR NO.OF "(1$ FASTENERS READ. A&A ENGINEERING / CIVIL.•STRUCTURAL. [1]COLUMN POST 5911 Renaeaanee Place,Sure B•Toledo,OH 43623 /1// ' TeL 419-494-1983•Fax.419-494-0955 �� [ ] �.aaen9neen.com / CLEAR BAY EACH SIDE OF ABOVE HEADER ` 14 DOUBLE HEADER DRAWING INFORMATION OVERHEAD POOR OPENING&AT 41� 1/8"FILLET-1-1/2"LG. ,,12" PROJECT: 20-0"WIDE BUILDINGS BUILDING CORNERS C.0 STITCH WELD BOTH SIDE WALL OVER HEAD DOOR OPENINGS SIDES STAGGERED-TYP. LocAnON: STATE OF OREGON SCALE:NTS COLUMN POST ABOVE DOORO PROJECT NO.: 037-14-0929 HEADER CONN.DETAIL SHEET TITLE: SCALE:NTS SIDE WALL FRAMING \e, [15]ANGLE CLIP.SECURE TO �� &OPENINGS COLUMN POST AND HEADER W/(4)[23]FASTENERS E.S. J SHEET NO.: 7 111 gh N 11/3/14 [14]DOUBLE HEADER M DATE: .� oRAwN Bv: 1Z CHECKED BY:OAA DATE:11/3/14 /i� [15]ANGLE CLIP,SECURE I LEGAL INFORMATION TO COLUMN POST AND 1.I0 -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR SERVICE DOOR/WINDOW PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL FRAMING W/(4) [23] BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. 110 III/ SERVICE DOORS) FASTENERS E.S. �/ 1/8"FILLET-1-1/2"LG.dd 8" . / TO BE LOCATED CC STITCH WELD BOTH PER CUSTOMER SIDES STAGGERED-TYP. [1]COLUMN POST SEAL: REQUIREMENTS [15]SERVICE DOOR/ Ep PROF �© OPENING SIZED WINDOW FRAMING [12]DOOR POST [6]6"LG.CONNECTOR .<<C.� FS v TO FIT WINDOW [1]COLUMN POST SLEEVE FIELD BOLT �5 G I N FF s/O SEE TABLE 38.3 FOR NO. ,I (<7 .Q 'L TYP. SERVICE DOOR/WINDOWED OF FASTENERS REQD. 74150 r SIDE WALL SERVICE POOR/WINDOW OPENINGS4 SCALE:NTS FRAMING CONN. DETAIL COLUMN POST ABOVE DOOR SCALE:NTS HEADER CONN. DETAIL 5 SIDE WALL FRAMING NOTES: SCALE:HIS \ OREGON 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. �� 1/4 4/13,D 0�` , 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 9iQgLl ABU.'-1p� 4. MIN.1 CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS.A CLEAR BAY IS A SPACE • BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR BAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. DATE EXPIRES: 12/31/2015 _ 6. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. DATE SIGNED: NOV 03 2014 l MANUFACTURED BY: ga W ii ~IIVII - „ /' f vA •A 1 �j SEE TABLE 6-A.1 FOR MAX // ....>„........_„,.......________,,I� SEE TABLE 8-Al FOR MAX / iI MIN.12" END WALL POST SPACING .i END WALL POST SPACING i V CORNER 11 ak Q / ,...,,,. ....,...:>:' OFFSET IM m // N 9 it I © ;ø -:©(�� 5232 Salem Dallas H/ I i Hwy NW /^/�I GQ�� c Ili Salem,OR.:1-50 Tell-SGG-404-7788,Fax:1-503 SGG 8833 / 01�Cj ll ENGINEERED BY: II 'I I 111 I 011 MIN.1Z 1 5 \\ \ 2 A&AENGIINEIING MIN.12"OFFSET CORNER j '4(- M OPENINGS EN . END WALL GABLES 5911 Renaissance Place,Suite B•Tokdo,OH 43623 Tel.41949219&3•F .419494-0955 AII / SCALE:HIS www.aa<ngnecnmm XV I / `GIs 0,:a' END WALL OVER HEAD DOOR OPENINGS _ DRAWING INFORMATION SCALE:NTS i'�� IJ �r� /� PROJECT: 20'-0"WIDE BUILDINGS SEE TABLE 8-Al FOR MAX. -.-- /� ��I ® LceAnON: STATE OF OREGON END WALL POST SPACING SEE TABLE 8-A 1 FOR MAX PROJECT NO.: 037-14-0929 END WALL POST SPACING © ' SHEET TITLE: ‘17/1 END WALL FRAMING fl • PIØ SHEET NO.: 8A / 11 DRAWN BY: IZM DATE:11/ /14 ; CHECKED BY:OAA DATE:11/3/14 LEGAL INFORMATION jI il PRT IS STRICTLY FORBIDD IS DRAWING IN W110LE OR -ANY DUF'UCAT1ON OF EN.ANYONE DOING SO WILL/�I © DRAGS VNJD UP TO IUYEAA FROM DATE OF iUE. SEAL: OPENING SIZED To FIT WINDOW \i ��p PROF PARTIAL END WALL FRAMING ' • SERVICE DOORS)TO BE �`ss LOCATED PER CUSTOMER SCALE HIS ��5 G I N F /�2 . REQUIREMENTS TABLE B.-A.1:END WALL POST i, 74150 •r SPACING SCHEDULE A END WALL SERVICE DOOR AND WINDOW OPENINGS WIND SPEED EAVE HEIGHT scALE:Nrs (MPH) SF'T-1-)7' 8'TO9' 10 1012' V \ OREGON END WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS. 105 5 -. 5 - '144/. 00� 2. MIN.12"CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPEMNGS(OVERHEAD DOOR OR SERVICE DOOR) 115 5 4 5 13,2 AND FROM CORNERS. 130 45' 4.5' '9R q A B�:l Pc' ,3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 140 4.5' 45' 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES.5EE SHEET 9 FOR DIAGONAL 155 4' 4' 25' BRACE CONNECTION DETAILS. 165 180 3.5' 3' - DATE EXPIRES: 1 2/31/2015 DATE SIGNED: NOV 03 2014 [12]DOOR POST [11]END WALL POST '0fr' MANUFACTURED BY: [17]STRAIGHT BRACKET. [15]ANGLE CLIP.SECURE TO [11]END WALL POST �► ,[16]ANGLE BRACKET. 10:11 SECURE 70 DOOR POST END WALL POST AND DOOR/ [15]ANGLE CLIP.SECURE TO I SECURE TO DOOR POST AND BASE RAIL W/(4) WINDOW FRAMING W/(4) �+l DOOR POST AND BASE RAIL AND BASE RAIL W/(4) i 0 [23]FASTENERS [23]FASTENERS E.S. �/ W/(4)[23]FASTENERS E.S. to [23]FASTENERS1. �/ al [3]BASE RAIL [15]SERVICE DOOR/ I DOOR POST BASE RAIL CONN. DETAILED WINDOW FRAMING [13]SINGLE HEADER SCALE:NTS 1 TYP. SERVICE DOOR/WINDOW® 6 HEADER- END WALL POST CONN. DETAIL ; ;i�a FRAMING CONN. DETAIL SCALE:NTS [3]SIDE WALL BASE RAIL SCALE:NTS 5232 Salem Dallas Hwy NW [1]COLUMN POST 1� 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 HEADER AND COLUMN POST I Ø 11F W/(4) [23]FASTENERS E.S. '•� [16]ANGLE BRACKET.SECURE r'A) TO DOOR POST AND SASE RAIL `� o-`.� W/(4) [23]FASTENERS A&A ENGINEERING [13]SINGLE HEADER I CIVIL•STRU 'ORAL [3]END WALL BASE RAIL 5911 Renaissance Place,Suite B•Toledo,off 43623 Td.419-292.1983•F .419-292-09.55 CORNERDETAIL® www.aa-engineers.com SCALE:NTS 2 * DRAWING INFORMATION [11]END WALL POST [11]COLUMN POST AT CORNER PROJECT: 2O 0 WIDE BUILDINGS GABLE HEADER-CORNER POST CONN. DETAIL® LOCATION: STATE OF OREGON �r SCALE:NT5 8 [16]ANGLE BRACKET.SECURE PROJECT NO.: 037 140929 TO DOOR POST AND BASE RAIL �` SHEET TITLE: W/(4) [23]FASTENERS E.S.�a [11]END WALL POST [14]DOUBLE HEADER END WALL FRAMING POST ABOVE HEADER [3]BASE RAIL [15]ANGLE CLIP. �' DETAILS END WALL POST- BASE 3 SECURE TO DOOR POST II`OP SHEETNO.: 8-5 / 11 RAIL CONN. DETAIL AND BASE RAIL W/(4) v DRAWN BY: IZM DATE:11/3/14 SCALE:M S #3 TEKS SDS E.S. IA ` CHECKED BY:OAA DATE:11/3/14 [2]ROOF BEAM t' 10/8871, - HG C.0 LLET STITC1-1/H T L . LEGAL INFORMATION WELD BOTH SIDES -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING SO WILL [17]STRAIGHT BRACKET.SECURE II [16]ANGLE BRACKET.SECURE STAGGERED-TYP. BE PROSECUTED UNDER THE FULL ONE OF THE LAW. TO DOOR POST AND SASE RAIL W/(4) [23]FASTENERS E.S. -DRAWINGS VALID UP TO I YEAR FROM DATE of ISSUE. END WALL POST ABOVE DOUBLED HEADER CONN. DETAIL 9 SEAL` TO DOOR POST AND BASE RAIL '0 [11]END WALL POST SCALE:NTS X00 PR OFFS W/(4) [23]FASTENERS SDS OR[12]DOOR POST END WALL POST-ROOF BEAM CONN. DETAIL® [11]END WALL POST Ir \�� G 1 N F `s�0 SCALE:NTS `} [15]ANGLE CLIP.SECURE TO -r [11]END WALL POST DOOR POST AND SASE RAIL v ie 74150 r ABOVE HEADER W/(4)[24]FASTENERS E.S. l �/ [15]ANGLE CLIP. I [14]DOUBLE HEADER .4/� \ OREGON SECURE TO DOOR POST AND BASE RAIL W/(4) <`s� ' 1/8"FILLET-1-1/2"LG.C�8" �� '/4/1/. 13,2 Q0�` (`� [23]FASTENERS E.S. SIDES C.0 STITCH WELD STAGGERED-nP 9'QALI Agk=0Ps- [13]SINGLE HEADER DOUBLE HEADER -END WALL 10 END WALL POST ABOVE HEADER CONN. DETAIL® POST CONN. DETAIL DATE EXPIRES: 12/31/2015 SCALE:MS -- - -- ----- -___..-- SCALE:NTS DATE SIGNED: NOV 03 2014 IK - MANUFACTURED BY: [2]KOOFL+FAM \�,----Thr.....‘,...., _ „, ,„ Tr...,_ ...,„[21]DB BRACKET.SECURE TO 1i ��4(, (1*."):Iftmatb- POST AND DIAGONAL BRACES W/ ► N = III (7)[23]FASTENERS AS SHOWN ` �� � 4/t l I � III �� 10.-- II \, � / 5232 Salem Dallas Hwy NW l Salem,OR.97304 [1]COLUMN POST II �� Tel:1-866-404-7788,Fax:1-503-566-8833 [19]DIAGONAL Al CORNER L �� \- ENGINEERED BY: BRACES \ <; DIAGONAL BRACE TOP CORNER CONN.DETAIL*0 / '// SCALE:NTS 1 1'� A&A ENGINEERING CIVIL•STRUCTURAL 1 COLUMN POST OR L J 5911 Re isean e Place,Suit B•Toledo,OH 43623 4� [11]END WALL POST / 0\ III Tel.419-292-1983•F .419-292-0955 I�/ ® www.U.Cfl necnsotn s, III DRAWING INFORMATION � �► © III PROJECT: 2O'O"WIDE BUILDINGS .11 v \ 1 �� LocarloN: STATE OF OREGON III ii [19]DIAGONAL BRACES Ii [21]DB BRACKET.SECURE TO \ PROJECT NO.: 037-14-0929 0 POST AND DIAGONAL BRACES W/ i SHEET TITLE: (7)[23]FASTENERS A5 SHOWN / CORNER BRACING CORNER DIAGONAL ���\I — — BRACING-SEE NOTES 0 DETAILS FOR REQUIREMENTS SHEET No.: _ 9 111 DIAGONAL BRACE- POST CONN. DETAIL"O DIAGONAL BRACING AT CORNERS DRAWN srIZM DATE:11/3/14 SCALE:NTS 2 SCALE:Nis CHECKED BY:OAA DATE:11/3/14 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN WIIOL.E OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL (1]COLUMN POST DE PROSECUTED UNDER. FULL EX THE FUTENT OF THE LAW. [21]DB BRACKET.SECURE TO AT CORNER DRAWINGS VA D UP TO I YEAR FROM DATE OF ISSUE. POST AND DIAGONAL BRACES W/ 0 SEAL: (7)[23]FASTENERS AS SHOWN [19]DIAGONAL BRACES ��EO PROF .1 ►� s CORNER BRACING NOTES: C��� �G GI N6"FF :% i /� I 7- 1. DIAGONAL BRACING AT BUILDING CORNERS is REQUIRED FOR 74150 r FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED 15 Oil 140 MPH OR GREATER. 11 !► 2. IF CORNER BRACING 15 REQUIRED BUT THE BUILDING 15 MISSING OREGON AN END WALL THEN THE BUILDING MUST BE DESIGNED AS AN a ✓q 0p, [3]END WALL BASE RAIL [3]SIDE WALL BASE RAIL OPEN BUILDING(USE SPACING FOR OPEN BUILDING IN TABLE 4.1). V . 13,2 0, 3. DIAGONAL GRACING 15 ALSO REQUIRED ON THE CORNERS ON THE 4L/ ABU P sj DIAGONAL BRACE DOT.CORNER CONN.DETAIL"O SIDE WALLS WHEN THE ADJACENT END WALL IS PARTIALLY • SCALE:NTS ENCLOSED. •INSIDE VIEW SHOWN FOR CLARITY DATE EXPIRES: 12/31/2015 DATE SIGNED: NOV 03 2014 MANUFACTURED BY: /7. (',. • 5232 Salem Dallas Hwy NW Salem,OR.97304 Tel:1-866-404-7788,Fax:1-503-566-8833 ENGINEERED BY: -'''. N N N 1�1 11,111 \ A&A ENGINEERING III CIVIL•STRUCTURAL. 111 \ \. ,591 I Renaissance Place,Suite R•Toledo,OH 43623 Td.419-292.1983•F .419-292-0955 ,1I '111 www.aa-enpmeemeom 111 -, lil ��' ' / DRAWING INFORMATION 1111 PROJECT: 2O'O WIDE BUILDINGS LOCATION: STATE OF OREGON © ��JQ _j PROJECT NO.: 037-14-0929 ��P.��\' SHEET TITLE: M j ON�&tl\ OPTIONAL LEAN--TO •7�° / ADDITION 4 a) SHEET NO.: 10 / 11 DRAWN BY: IZ■ _ DATE:11/3/14 OPTIONAL LEAN-TO ADDITION CHECKED BY:OAA DATE:11/3/14 SCALE:NTS LEGAL INFORMATION -AN1'DUPLICATION OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL [2]ROOF SEAM [6]12"LG.CONNECTOR SLEEVE BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -MAIN BUILDING FIELD DOLT TO DOiH TUBES W/ -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. [23]FASTENERS-SEE TADLE 32 SEAL: el6 FOR NO.OF FASTENERS READ. va [2]ROOF BEAM- ���0 P R OF ,' Ae1� LEAN-TO ADDMON � GIN E' cS'/O [6]6"LG.CONNECTOR SLEEVE <4, F4) FIELD DOLT W/[23]FASTENERS Mlk g•, et 74150 r E.S.-SEE TADLE 3.2 FOR NO.CF LEAN-TO ADDITION NOTES: , FASTENERS READ. [1]COLUMN POST-FOR SAVE HEIGHTS 1. LEAN-TO ADDITIONS CAN DE ADDED ON EITHER OR BOTH SIDES OF OREGON GREATER THAN 6-0"INSERT T5 225 X THE BUILDING. 2.25 X 14GA TUBE INTO COLUMN POST 2. ROOF SLOPE AND PURLIN,GIRT AND FRAME SPACINGS OF THE `�qN '0� ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. �,9n 13 2 GJ� LEAN-TO ATTACHMENT DETAILO 3. IF THE LEAN-TO ADDITION IS"OPEN"(50TH END WALLS OR SIDE WA L rr L f ABU-NO' SCALE:WS IS NOT ENCLOSED),THE DESIGN OF THE MAIN BUILDING HAS TO US • THE FRAME SPACING OF AN OPEN BUILDING FROM TADLE 4. DATE EXPIRES:_12/31/20.15_ DATE SIGNED_ NOV 03 2014 CONCRETE SLAB FOUNDATION NOTES: Iii i" illI � ,\ \<: MANUFACTURED BY:III 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB 1�� II 'I \\ �if7 / 13 0 3. • FOUNDATION.ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A I THRU D CAN BE USED. © III I '4 2. EITHER OPTION 1'EDGE OFFSET'OR OPTION 2'NOTCHED EDGE' III II /\ �\ \" ../' / 1 III DETAIL CAN BE USED. MY 111 III III II III 3. FOR OPTION 1 THE MIN.SLAB SIZE SHALL BE EQUAL TO THE \� / III III OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5"EACH DIRECTION. ill III ,�i! III I III A .!1. (..s.*, 3. FOR OPTION 2 THE MIN.SLAB SIZE SHALL BE EQUAL TO THE SIDE / II i DIMENSIONS OF THE BUILDING DIMENSIONS. /I III III :lain]3 4. CONCRETE ANCHORS SHALL BE LOCATED AT EVERY NEXT TO / Ill 5232 Salem Dallas Hwy NW III 2 Salem,OR.97304 EVERY POST AND ON EITHER SIDE OF OPENINGS.TWO ANCHORS 41 ` �t �•: III I Tela-86G-4047788,Fax:1-503-566-8833 SHALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH 2 , ,yam�A► c9' % �� ENGINEERED BY: -- END WALLS-ONE ON EACH BASE RAIL. • --.% 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS 114. III o/ i ' MENTIONED IN TABLE 11-A \ \ ► 9..°d 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN CONTROL JOINTS SPACED AT \ FROST DEPTH SPECIFIED PER LOCAL CODE. MAX.20'O"O.C. \ / AAA ENGINEERING -.4.- IV CIVIL•STRUCTURAL 7. CONTROL JOINTS SHALL BE PLACED SO AS TO LIMIT M .SLAB 5911 Renaina Place,Suite B•Toledo,OH 43643 MM. SPANS TO 20'IN EACH DIRECTION. CONCRETE SLAB FOUNDATION Tel.419492.1989•F .419-494-0955 ��-BUILDING POST """aa` C6`o" 8. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN.OF 1500 PSF. SCALE NTS 6" I-V 9. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI 0 28 DAYS. BEYOND DRAWING INFORMATION TABLE 11 1:CONCRETE — i 2"WIDE X 1"DEEP PROJECT: A. 20 O WIDE BUILDINGS NOTCH ALONG LocAnoN: STATE OF OREGON SLAB ANCHOR SCHEDULE ;tN OVERHEAD DOOR WIND SPEED(MF'H)I ANCHOR' SIZE • ••A. �� AND SLOPE 702" PROJECT NO.: 037-14-0929 • SHEET TITLE: 105 TO 140 / X 7" MM.6" OVERHEAD DOOR NOTCH DETAIL FOUNDATION OPTION 1: y 4 155 TO 180 5/8's X 7" ANCHOR-SEE [t]COLUMN POST CONCRETE SLAB TABLE 11-Al SCALE:NTS NOTES: [3]SASE RAIL 3" 1. EXPANSION ANCHORS.WEDGE ANCHORS OR ADHESIVE 1 ANCHOR-SEE IN [t]COLUMN POST SHEET NO.: 11-A / 11 ANCHORS MAY BE USED. . —Na". : TABLE 11-Al EN) [3]SASE RAIL 2. MIN.EMBEDMENT DEPTH TO BE 4". . DRAWN BY: IZM DATE:11/3/14 3. ANCHORS TO BE SPACED NO MORE THAN 6"FROM _,— CHECKED BY:OAA DATE:11/3/14 �►A� POSTS. • a. ui ��N LEGAL INFORMATION 4. ALL ANCHORS TO BE A307 EQUIVALENT OR SETTER. d • • a $ 'a•• •... 8 Z �< •,.•4• • -ANY DUPUCAT1ON OF THIS DRAWING IN WHOLE OR SECTION A-A w u PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WIU.• .a. •: S • • e.. • —"p BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. MIN.4"EDGE DIST. MIN.4"EDGE DIST. UO DRAWINGS vAUD UP To I rTM FROM DATE OF Ism. • < SECTION B B SEAL: [1]COLUMN POST ANCHOR-SEE 0 TABLE 11-A1 MIN.4"EDGE DIST. MIN.4"THK. A [3]BASE RAIL A 1NOTCH 1-1/2" [7]BASE ANGLE / '��'��� PR OFFS' CONCRETE SLAB G N F S/� �;� GRADE 'I ANCHOR-SEE TABLE 11-Al �� F _real' GRADE [1]COLUMN POST l` 2 —w ,•� ���!i MIN.4"THK. e ' a' 74150 CONCRETE SLAB [3]BASE RAIL W6X6/6 WELDED �aaas�i M WIRE OR FIBER MESH A J A VI <N -w I•' GRAS OREGON (3)14 REBAR CONT. ,r ,r 8-- z 1' _ W6X6/6 WELDED O ✓4 0�` `. . M ALT.NOTCHED EDGE DETAIL w uJ WIRE MESH a J9 N 13,20 5v �o , 'L AS PER B <u (3)14,tr4 REBAR CONT. ,r .+' CODE.M NO.12 \ R 4 L 1 ABU P • OPTION 1: EDGE OFFSET DETAIL. OPTION 2: EDGE FLUSH DETAIL O DATE EXPIRES: 0 20 SCALE:NTS SCALE:NTS DATE SIGNED: NOV NOV 03 2094