Loading...
Plans (21) OFFICE COPY CITY OF TIGARD REVIEWS FOR CODE COMPLIANCE Approved: iv 1 OIC: [ j Permit #: MST c9.0 1 7 — 0 0 9 $8 Address: Jp 1% S M u r dock <<-t- Suite #: By: ..-t7 Date: la- 6- 17 ...z......-.._ MANUFACTURED BY: ------,...Iii4k111411:kl INI 4,.._.1/4.:,,..*444'.%:''..44iLt;ill I . I\i ill n'!--...."111 ;•.-.'''' '•.iR.,'',:'•.i.• '_....ei----1,log%'Ijo 1: :on.r000:'roew=""'I1i'iL\IooiN''- ot....01010%00:.1.1001010%11110,0000111110. '1,:il:_ _.__7117.-......„Iiial ill , I 1 1 11 1 41'116111447:- Iiithaiyi WI%061 °00061°:0-'11 �1�i�� 5232 Salem Dallas Fiwy NW RECEIVED EERED NBY GI ENSalem,OR.97304 Tel:1-866-4O�I-7788,Fax:1-503-566-8833 REGULAR / A-FRAME gI DEC 4 2017 ii 18 -OII WIDE dd��++ CI TY OF- .I,�t;, 1 A&A ENGINEERING 1 CB/IL-STRUCTURALCARPORT STYLE BUiLDINGS I !NFpDIVISION1511 Renaissace Ph , Suite R•Toledo,OH 13623 TeL 419-292-1983•ftvc.419-292-0955 r nmvaa-engineen.coin DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING INDEX 1. ALL CONSTRUCTION SHALL BE PKOViDED IN ACCORDANCE PROJECT: 16-0"WIDE 6UiLDiNGS PREVAILING CODE: °SSC 2014(iFC 2012) COVER SHEET i LOCATION: STATE OF OREGON g WITH IBC 2012,OSHA,RISC 360,ASCE 7-10,AWSD 1.1 CODES USE GROUP: U(CARPORTS,BARNS) SCHEDULES MEMBER-RiSK CATEGORY: ISHEET T O'J7��J��3rJ AND ALL APPLICABLE LOCAL REQUIREMENTS. 1 SECTIONS SHEET TITLE: g 2. BASE CONNECTIONS SHALL DE PROVIDED AS SHOWN ON 1. DEAD LOAD(D) D=4 PSF 2 FOUNDATION DETAILS SHEET. 2. ROOF LIVE/SNOW LOAD(Lr) FRAME SECTIONS 6,DETAILS -- 3 COVER SHEET Lr=20-70 P5F SPACING SCHEDULES- 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME (AS PER SNOW LOAD) MAY BE SUBSTITUTED WiTH MATERIAL EQUAL OR 3 SNOW LOAD(5) &ENCLOSURE NOTES ----- 4 SHEET NO.: 1/ 1� GROUND SNOW LOAD Pg=20-90 PSF PURLiN&GiRT SCHEDULES 5 DRAWN BY: LAK DATE:1/26/16 IMPORTANCE FACTOR Is=0.8 EXCEEDING OR1GiNAL. 4. WIND LOAD(W) SHEATHING OPTIONS _____ 6 CHECKED BY:OAA DATE:1/26/16 4. ALL SHOP CONNECTIONS SHALL BE WELDED BASK WIND SPEED VuLr=105-180 MPH SiDE WALL FRAMING LEGAL INFORMATION CONNECTIONS. EXPOSURE C 5. SEISMIC LOAD(E) OPENINGSANY DUPLICATION RS4DrflSDznv�NGiNwllolEOR 5. ALL FIELD CONNECTIONS SHALL BE TEKS#12(i/4"Xt'�• DESIGN CATEGORY D ----- 7 FART IS STRICTLY FORBIDDEN,ANYONE DOINGS°MIL BE PROSECUTED UNDER THE FULL OF OH I LAW. 6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV. END WALL FRAMING DRgwINGs vAUD OF TO I YEAR FROM DATE OF ISSUE. IMPORTANCE FACTOR le=1.00 OR PAINTED STEEL-MAIN RiF HT.3/4"(FY 80KSf)OR EQ. LOAD COMFINAT10N5: &OPENINGS 8-A 8-3 SEAL: 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS 1. D+(Lr OR 5) CORNER BRACING DETAILS 9 On PROF 2. D+(0.6W OR m0.7E) OPTIONAL LEAN-TO ADDITION 10 �� FSS 5)STRUCTURAL TUBE T52 1/2"X21/2"-14GA.IS EQUIVALENT 4. 0.60+(0.6W OR t0.7E) ) FOUNDATION OPTIONS 11 A T011 D �� �\ G I N EF� /� n SHALL BE GRADE 50 GALVANIZED STEEL. 3. 0+0.75(0.6W OR t0.7E)+0.75(Lr OR TO T52 1/4"X2 1/4"-12GA AND EITHER ONE MAY BE USED IN 74150 LiEU OF THE OTHER. 1 1 •'EGON IttlAP •41CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY 1 • 13,Z��� �� OWNER: Ga( I �Q( GROUND SNOW: [[�� FRAME NOTICE ,� 9�Q' �PS ADDRESS: —TO Lips WIDTH: FRAME TYPE: ('ABU I ❑ REGULAR DATE OF ISSUE:1 0/14/2015 J SW, ur-dt c C'T-e ROOF LIVE LOAD: .S 1.45 LENGTH:25 0 FULL G/] ^n Q �J{ ENCLOSURE ❑ RTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 12/31/2017 -+CAM t l K !. � BASIC WIND SPEED: I TYPE: � 8 ��HEIGHT: I� WoPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: JAN 26 2016 0 i I MANUFACTURED BY: TABLE 2.1:MEMBER PROPERTIES \ :®..-1. • NO.1 LABEL PROPERTY DETAIL NO. C1 COLUMN POST 2.5"X 2.5"X 14GA TUBE 1 N\ El C\1 Q 2 ROOF BEAM 2.5"3 BASE RAIL 2.5'X 2.5"X 14GA TUBE 12.5 2.25' 4 PEAK BRACE 2.5"X 2.5"14GA CHANNEL 4 THICKNESS=14GA THICKNESS=14GA5 KNEE BRACES 2.5"X1.5"14GA CHANNEL 4 2.5"X 2.5"14GA TUBE° 2.25"X 2.25"14GA TUBE°6 CONNECTOR SLEEVE 2.25"X 2.25"X 14GA TUBE 2 SCALE:NTS 1 SCALE:NTS27 BASE ANGLE 2.5"X 2.5"X 3"LG.1/4"ANGLE 10 8 PURLIN 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 5232 Salem Dallas Hwy NW 4t Salem,OR.97304 9 GIRT 4.25"X 1.5"X 18GA/14GA HAT CHANNEL 5 N ' Tel:1-866-404-7788,Fax:1-503-566-8833 9A OPT.END WALL GIRT 2.5"X 1.5"14GA CHANNEL 1 / uI ENGINEERED BY: 10 SHEATHING 29 GA CORRUGATED SHEET 8 "I 2"'f 1/2.5"'/ I ' 11 END WALL POST 2.5"X 25"X 14GA TUBE 1 THICKNESS=14GA THICKNESS=14GA 12 DOOR POST 2.5"X 25"X 14GA TUBE 1 2"X 2"14GA TUBE® 25"X 1.5"14GA CHANNEL® A&A ENGINEERING 13 SINGLE HEADER 2.5"X 2.5"X 14GA TUBE 1 SCALE:NTS SCALE:NTS CML•sTRUG"1 URAI. 14 DOUBLE HEADER DBL.2.5"X 2.5"X 14GA TUBE 1 5911 Renaissance Pb,,cSidle B•Toledo,OH 43623 Tel.419-292-1983•Fax.419-292-0955 SERVICE DOOR/WINDOWwnsv.aengineers.com 15 2.5"X 2.5"X 14GA TUBE 1 1550" O FRAMING , to 1 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 ^ \ PROJECT: 18'-O"WIDE BUILDINGS € 18 PB SUPPORT 2.5"X 2.5"X 14GA TUBE 1 J �.. LOCATION: STATE OF OREGON 19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3 4.25" 'II PROJECT NO.: 03715-1135 20 GABLE BRACE 2"X 2"X 14 GA TUBE 3 SHEET TITLE: THICKNESS=18GA/14GA 21 DB BRACKET 2.5"X 25"X 6"LG.14GA ANGLE 9SCHEDULES& 22 TRUSS SPACER 2.5"X 2.5"X 14GA TUBE 1 425"X 1.5' X 1SGA/14GA O HAT CHANNEL MEMBER SECTIONS TEKS#12 X 3/4"SELF-DRILL SCREWS W/ 23 ALL FASTENERS NEOPRENE/STEEL WASHER SCALE:NTS SHEET NO.: 2 / 11 TABLE 22:SHEATHING FASTENER SCHEDULE � r DRAWN BY: LAK DATE:1/26/16 LOCATION CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE CHECKED BY:OAA DATE:1/26/16 SPACING 6"C/C MIN.1 4"C/C 6"G/C `V LEGAL INFORMATION FASTENER TYPE:TEKS#12X1"SELF-DRILL SCREWS W/NEOPRENE/STEEL ANY DUPUCAT ON OF THIS DRAWING IN WHO E OR WASHER C7 PART 5 STRICTLY FORBIDDEN.ANYONE DOING SO WILL ' BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. THICKNESS=14GA THICKNESS=14GA DRAWINGS Volo UP TO I vEArz PROM DATE OF Issue. STRAIGHT BRACKET° ANGLE BRACKET° SEAL: SCALE:NTS SCALE:NTS ���EC1 P R Qts �,�� G i N FF roti 9.. 44 i� ct 7, 150 v NI Cv N e ,„) 6', d- 3,, j ' F 36" ' `�4 N. 13,20�� � �9 q11 ABVD THICKNESS=29GA THICKNESS=14GA THICKNESS=1/4" 29 GA CORRUGATED SHEATHING° BASE ANGLE 10 g DB BRACKET° SCALE:NTS DATE EXPIRES: 12/31/2017 SCALE:NTS SCALE:NTS DATE SIGNED: JAN 26 2016 MANUFACTURED BY: [4]PEAK BRACE [4]PEAK BRACE Al ----, �1. • ilth [2]ROOF BEAM 12 © [2]ROOF SEAM12 ©(-- 3 -- 6 �3 --- ©~�. I I © \� \ -- 1 MISIF l __ J l �J [5]KNEE BRACE-SEE [5]KNEE BRACE-SEE TABLE 3.1 FOR LENGTH 7, ..,- TABLE 3.1 FOR LENGTH 5232 Salem Dallas Hwy NW a O Salem,OR.97304 N N Tel:1-866-404-7788,Fax:1-503-566-8833 [1]COLUMN POST [1]COLUMN POST ENGINEERED BY: i I © © A&A ENGINEERING [3]SASE RAIL © [3]BASE RAIL © CIVIL•STRUCTURAL C.- --• 5911 Renaissance Place,Suite A•Tokdo,OH 43623 -N,--. ;_ \ — ;_) Tel.419-292-1983•Fax.419-292-0955 som.aa<nginerrs.con, 1T-91/2" 1T-91/2" DRAWING INFORMATION TYP.A-FRAME SECTION TYP.REGULAR FRAME SECTION PROJECT: 18'-0"WIDE BUILDINGS SCALE:NTS 12 SCALE:1'415 LOCATION: STATE OF OREGON 12 3 I [2]ROOF BEAM PROJECT NO.: 037-15-1135 fig, 3 %o �fir i" �\ SHEET TITLE: • [2]ROOF SEAM i FRAME SECTIONS& 9lifer [2]ROOF SEAM DETAILS ei [5]KNEE BRACE-ATTACH [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:1/267/16 E.S. IWITH(2)[23]FASTENERS DISTANCE AND SPADING a, [6]6"LG.CONNECTOR SLEEVE- Q, E.S. CHECKED BY:OAA DATE:1/26/16 FIELD BOLT W/[23]FASTENERS PEAK BRACE CONNECTION DETAILS® LEGAL INFORMATION E.S.-SEE TABLE 3.2 FOR NO.OF [6]8"LG.CONNECTOR SLEEVE SCALE:NTS ANY DUPLICATION OF THIS DRAWING IN WHOLE OR FASTENERS READ. FIELD BOLT W/[23]FASTENERS PART IS STRICTLY FORBIDDEN.ANYONE DOING E IMO LAW. BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. [1]COLUMN POST E.S.-SEE TABLE 32 FOR NO. [6]6"LG.CONNECTOR SLEEVE. -DRAWINGS I/Auo UP TO I YEAR FROM DATE OF ISSUE. OF FASTENERS READ. FIELD BOLT W/[23]FASTENERS �� SEAL: [1]COLUMN POST -SEE TABLE 3.2 FOR NO.OF [1]COLUMN POST FASTENERS READ. �,��D P R OFFS A.'A'-FRAME B.REGULAR FRAME NI 5� SI N jSAVE DETAIL 1 4/ �� �cpO,SCALE:NTS O 74150 [3]SASE RAIL % , BASE DETAIL .4 4 ON SCALE:NTS 3 /•�f J1 p0�` TABLE 3.1:KNEE BRACE SCHEDULE TABLE 3.2 FASTENER SCHEDULE ;y H 13,2 c, EAVE HEIGHT I KNEE BRACE LENGTH WIND SPEED(MPH)INO.OF FASTENERS Rq(I ABU=l P UP TO B' 24" 105 TO 125 4 9'TO 12' 36" 130 TO 155 6 NOTE:COLUMN POST MAY BE ADJUSTED±1"FOR LEVELING. MANUFACTURER IS NOT RESPONSIBLE FOR LEVELING OF GROUND DATE EXPIRES: 12/31/2017 160 TO 180 8 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. DATE SIGNED: JAN 26 2016 It I. TABLE 4:FRAMES ACING SCHEDULE MANUFACTURED BY: i GROUND ENCLOSED BUILDINGS OPEN BUILDI GS SNOW/ ROOF LIVE WIND SPEED(MPI-f WIND SPEED(MPH) LOAD(PSF) 105 115 130 140 155 165 180 105 1115 130 140 155 165 180 30/20 5 5 5 4.5/5 35 3 25 5 45/5 4/5 35/5 3/35 3 25 01 Il - 40/25 4.5/5 45/5 45/5 45/5 35 3 25 4.5 45 4/4.5 35/45 3/35 ' 3 25 0 50/35 4/5 4/5 4/5 4/45 35 3 25 4 4 4 35/4 3/35 3 2.5 , 60/40 3.5 3.5 35 35 35 3 25 3 3 3 3 3 3 25 � 1-1Z? 70/50 3 3 3 3 3 3 2.5 3 3 3 3 3 3 25 5232 Salem Dallas Hwy NW I 6 O 80160 25 2.5 25 2.5 25 25 25 2.5 25 2.5 2.5 25 25 25 Salem,OR.97304 1 - 90/70 25 2.5 2.5 2.5 25 2.5 25 2 2 2 2' 2Tela-866-404 7788,Fax:1-503 566-8833 2 2 ENGINEERED BY: 30/20 5 5 5 4.5/5 4 35/4 35 5 45/5 4/5 35/5 3/4 3/4 3/35 0II - 40/25 4.5/5 45/5 4.5/5 45/5 4 3.5/4 3.5 45/5 45/5 4/5 3.5/5 3/4 3/4 3/35 i I' 6) 50/35 4/5 4/5 4/5 4/5 4 3.5/4 3.5 4 4 4 35/4 3/4 3/4 3/3.5 L.2..,? 60/40 3.5 3.5 3.5 35 3.5 35 35 35 35 35 3.5 3/3.5 3/3.5 3/35 Q 70 150 3 3 3 3 3 3 3 3 3 3 3 3 3 3 A&A ENGINEERING CIVII.•STRUCTURAL fl 6 50/60 2.5 2.5 25 25 25 2.5 25 25 25 2.5 25 2.5 25 25 5911 Renaissance Place,Suite B.Tokdo,011 43623 90170 25 2.5 2.5 2.5 2.5 2.5 25 2.5 25 25 25 2.5 25 25 F°1419 2�s-19s3•Fax.419-292n935 mmao-cninccrs.m s 30/20 5 5 5 4.5/5 4/4.5 3.5/45 35/45 5 4.5/5 4/5 35/5 3/45 3/4.5 3/4 DRAWING INFORMATION II 40/25 4.5/5 4.5/5 4.5/5 45/5 4/45 35/4.5 3.5/4.5 45/5 45/5 4/5 3.5/5 3/4.5 3/4.5 3/4 >' 0_ 50/35 4/5 4/5 4/5 4/5 4/45 35/4.5 3.5/4.5 4/5 4/5 4/5 3.5/5 3/4.5 . 3%4.5 3/4 PROJECT: 18'-0"WIDE BUILDINGS I y o 60/40 35 35 35 35 3.5 35 3.5 35 3.5 .;' 3.5 35 3/3.5 3/35 3/35 s LOCATION: STATE OF OREGON j 70/50 3 33 3 3 3 3 3 3 3 3 3 3 3 3 PROJECT NO.: 037 15 1135 f V- >11-1___ BO/60 2.5 25 25 25 25 2.5 25 25 2.5 25 25 2.5 2.5 25 SHEET TITLE: k 90170 2.5 2.5 25 25 25 25 2.5 25. 2,5 .. 25 25 25 2.5 . 2.5 SPACING SCHEDULES NOTES: & ENCLOSURE NOTES 1. FRAME SPACINGS ARE IN UNITS OF FEET(FT). I 2. WHERE TWO VALUES ARE SHOWN,THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. SHEET NO.: 4 / 11 g 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). r 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: LAK DATE:1/26/16 CHECKED BY:OAA DATE:1/26/16 Il T LEGAL INFORMATION k -ANY DUPUCAT1ON OF THIS DRAWING IN WHOLE OR f PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL II BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. G -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. I qf SEAL: GENERAL ENCLOSURE NOTES: :p p R�FFss 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. 0�� 1 N FF /c).2. THE MAX.BUILDING LENGTH FOR ENCLOSED BUILDINGS 15 50'-0".THIS CAN BE INCREASED p BY ADDING A DOUBLE FRAME AT THE CENTER TO FREAK THE LENGTH OF THE BUILDING. ®� -4 ft, 74150 r if 3. FOR ENCLOSED BUILDINGS,ONE END WALL CAN BE OPEN IF THE OTHER END WALL 15 �� � �� ��%D\cif ENCLOSED.THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING(SEE SHEET BA)OR A 4�.0® ®� ®� ���� / OREGON DOUBLE END FRAME. ®®�, �ft�°� -> �� 1 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS.FOR SIDE WALLS UP TO 3' PIP- � � �D® 'O" ',;i X21 fin`113A 2° ENCLOSED THERE IS NO CHANGE IN THE DESIGN.FOR GREATER THAN 3'SIOE WALL f ENCLOSURES,THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED FY 6". 1 0 9R�9( gv=�P� 5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING 1 TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL.SEE SHEET 9 FOR TYPICAL BRACING TYP. ENCLOSED BUILDING TVP.OPEN BUILDING E DETAILS. DATE EXPIRES: 12/31/2017 SCALE:NTS SCALE:NTS DATE SIGNED: JAN 26 2016 MANUFACTURED BY: TABLE 5.1:PURLIN SPACING SCHEDULE TABLE 5.2:GIRT SPACING SCHEDULE n o, GROUND 14GA.HAT CHANNEL PURLIN 1.5GA.HAT CHANNEL PURLIN FRAME WIND SPEED(MPH) SNOW/ SPACING ROOF LIVE WIND SPEED(MPH) WIND SPEED(MPH) 105 115 130 140 155 165 180 LOAD(PSF) 105 115 130 140 155 165 180 105 115 130 140 155 165 180 5'-0 60 48 36 30 mm 18 30/20 54 48 42 36 50 24 24 36 30:. 24 15 15 12 12 4'6" 60 60 48 36 30 m 6 4-060 60 pDD 36 30 Z 40/25 48 48 42 36 30 24 24 30 30 24 18 18 12 12 r-iQ_ 50/35 48 48 42 36 30 24 24 24 24 24 18 18 12 12 5-6" 60 60 m© 48 ®® Q 60/40 36 36 36 36 30 24 24 18 •18 18 18 18 12 12 2L0 TO 3'-0" 60 60 cm 48 42 m ; -- -„ 70/50 36 36 36 36 30 24 24 18 is is 18 18 12 12 - NOTES: 5232 Salem Dallas Hwy NW 80/60 30 30 30 30 30 24 24 18 .1818 18 1S 12 12 1. GIRT SPACING UNITS ARE IN INCHES. Salem,OR.97304 _• 90/70 24 24 24 24 24 24 24 12. 12r 12 12 12' 12 12 2. THIS SCHEDULE 15 TO BE USED FOR BOTH Tel:1-866-404-7788,Fax:1-503-566-8833 14GA AND 18 GA PURLINS. ENGINEERED BY: 30/20 54 48 42 42 36 30 : 30 48 36 30 24 18 18 12 3. FRAME SPACING NEEDS TO BE DETERMINED z 40/25 48 48 42 42 36 30 30 42 36 30 24 18 18 12 FROM TABLE 4. _ 50/35 48" 48" 42 42 36 30 30 30 30 30 24 18 18 12 _�' to 5' 60/40 42 42 42 42 36 30 30 30 30 30 24 18 18 12 A&A ENGINEERING 2 70/50 42 42 42 42 36' 30 30 24 24 24 24 18 18 12 CIVIL•STRUCTURAL .e,'' 80/60 36 36 36 36 36 30 30 18 18 18 18 18 18 12 5911 Renaissance Place,Susie B•Toledo,011.13623 IL Tel 419.292-1983•Fac 419-292-0955 IL 90/70 36 36 36 36 36 30 30 18 18 18 18 18 18 12 ,,,,v a-c"g`nec,.nom 30/20 54 48 42 42 36 36 30 54 45 36 30 24 24 18 P DRAWING INFORMATION z 40/25 48 48 42 42 36 36 30 48 48 36 30 24 24 18 _• 50/35 48 48 42 42 36 36 30 42 42 36 30 24 24 1S PROJECT: 18'O"WIDE BUILDINGS t,-.f)Q 60/40 42 42 42 42 36 36 30 36 36 36 30 24 24 18 LOCATION: `STATE OF OREGON W• 70/50 42 42 42 42 36 36 30 30 30 30 30 24 24 18 PROJECT NO.: 037-1.x7-1135 80/60 36 36 36 36 36 36 30 24 24 24 24 24 24 15 SHEET TITLE: _• 90/70 36 36 36 36 36 36 30 24 24 24 24 24 24 i8 PURLIN& GIRT 30/20 54. '48 42 42 36 36 30 54 48 42 42 36 30 30 SPACING SCHEDULES z 40/25 48 48 42 42 36 36 30` 48 48 42 42 36 30 30 _• 50/35 48 48 42 42 36 36 30 48 48 42 42 36 30 30 SHEET NO.: 5 / 11 U0.5p 60/40 42 42 42. 42 36 36' 30' 42 42 42 42 36 30 30 DRAWN BY: LAK DATE:1/26/16 y 70/50 42 42 42 42 36 36 30 42 42 42 42 36 30 30 CHECKED BY:OAA DATE:1/26/16 80/60 36 36 36 36 36 36 30 36 36 36 36 36 30 30 _• 90/70 36 36 36 36 36 36' 30 36 36 36 36 36 30 30 LEGAL INFORMATION IN WHOLE OR 30/20 54 48 42 42 36 36 30 54 48 42 42'. 36 36 30` FAR-T STRICTLY FORBIDDEN.Y DUPUCATION OF T1-115 DRAWINE DOING 50 WLL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. z w 40/25 48 48 42 42 36 36 30 48 48 42 42 36 36 30; -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. 0.J 50/35 48 48 42 42 36 36 30 45 48 42 42 36. 36 30 SEAL: (I)Bc 60/40 42 42 42 42 36 36 30 42 42 42 42 36 36 30 w o• 70/50 42 42 42 42 36 36 30 42 42 42 42 36 36 30. ,��� PR OFFS ' Q 80/60 36 36 36 36 36 36 30 36 36 36 36 36 36 30 �' IN t1'� 90/70 36 36 36 36 36 36 30 36 36 36 "36 36 36 30 G E 0/ NOTES: 74150 r 1- PURLIN SPACING UNITS ARE 1N INCHES. 2. FRAME SPACING NEEDS TO DE DETERMINED FROM TABLE 4. ,t All r 1 •- ON • JAN 13 20�� � � ci 9RgLI ABU'C'' DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 26 2016 MANUFACTURED BY: II® /i�� ®®I® [8]PURLINS A' Fp ��� '4®\®j4. -s ���f1:ee GENERAL SHEATHING NOTES: i .----- \ *\--10 ®,u�®®'•-`��• �y .7c� 1. REGULAR STYLE 13UILD1NGS CAN ®® ♦\ �1, ® � . c� i''''' ,-S:11,- ®;; ®'o\ ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2. A-FRAME STYLE BUILDINGS CAN tlitikt*444,4440 .,1 HAVE ANY COMBINATION OF 1tiTu';1i / `« HORIZONTAL OR VERTICALik \ - SOTH HORIZ ON AL AN AER WALLS. 5232 Salem Dallas 304/ / X 3. OTH HORIZONTAL AND VERTICALS Salem,OR.:1-50�� ( ROOF SHEATHING CAN HAVE MAX. 'Tel:1-866-404-7788,Fax:1-503-566-8833 I 0 X 6°OVERHANG. ENGINEERED BY: 4. USING VERTICAL SHEATHING MAY� !biii :!iii Jh1IJ;IsiJI ALLOW FOR GREATER FRAME, G 1�1 , ill 'blSPA 1NG.SEE NOTE 2 UNDER\\I w 1 TAILE4. A&A ENGINEERING © ,, IIT ,, CIVIL•STRUCTURAL TYP.HORIZONTAL SHEATHING v 5911 Renivance Place,Sone B•Toledo,OH 43623 SCALE:NTS • •'� [9]GIRTS Tcl.1I9-494-1983•Fa'.4I9-292-0955 ®./ eiro•.aaangineen:.com TYP.VERTICAL SHEATHING ®, DRAWING INFORMATION SCALE:NTS ', PROJECT: 16-0"WIDE BUILDINGS LOCATION: STATE OF OREGON `h PROJECT NO.:ilL • 037-15-11J5 j•• SHEET TITLE: •Y SEE TABLE 22 FOR -: SHEATHING OPTIONS r FASTENER SCHEDULE ��� & DETAILS [10]SHEATHNG . 4- SHEET NO.: 6 / 11 [10]SHEATI-IING [Ti]END WALL POST ATTACH PURLINS TO ,.w SEE TABLE 22 FOR ROOF BEAMS W/(2) DRAWN BY: LAK DATE:1/26/16 FASTENER SCHEDULE [23]FASTENERS [8]PURLINS CHECKED BY:OAA DATE:1/26/16 ROOF VERTICAL SHEATHING DETAIL® LEGAL INFORMATION TYP. HORIZONTAL SHEATHING DETAIL® _ SCALE:NTS 1 SCALE:NIS 2 PART 5 STRICTLY FORBIDDEN DANYONE DU A OF TH RA (DOING SO\MIL _ BeINI1OLE OR PROSECUTED UNDER THE FULL EXTENT OP T11E LAW. • -DRAWINGS VALID UI'TO I YEAR FROM DATE OF ISSUE. • • ATTACH GIRTS TO POSTS W/(2)[23J FASTENERS \ SEAL: [16]ANGLE CLIP.SECURE TO • �p PROF DOOR POST AND BASE RAIL [10]SHEATHING � < � FSSY W/(4)[23]FASTENERS E.S. /• ` ,�\� ��G I N F�� �� • [10]SHEATHING�� '• ct 74150 r- • SEE TABLE 22 FOR '� SEE TABLE 22 FOR FASTENER SCHEDULE ," ,� ,O'EGON FASTENER SCHEDULE I [9A]END-WALL GIRTS [9]G1RTS , , �/� `�gN. 13 ;b.c co -9 qCl AB WALL VERTICAL SHEATHING-TUBE DETAIL® WALL VERTICAL SHEATHING-HAT CHANNEL DETAIL® DATE EXPIRES: 12/31/2017 SCALE:NTS SCALE: DATE SIGNED: JAN 26 2016 MANUFACTURED BY: \ [12]DOOR POST C!) : / [6]6"LG.CONNECTOR [15]WINDOW FRAMINGMAX.2 CUT FRAMES / SLEEVE.FIELD DOLT- A JO- SEE TABLE 3.2 FOR NO. • \\ / OF FASTENERS READ. [16]ANGLE CLIP.SECUREI\ TO COLUMN POST AND / \ HEADER E R [23] / \ FASTENERS ES. / \x [5]BASE RAIL , 5232 Salem Dallas Hwy NW /� © � % DOOR POST BOT.CONN.DETAIL 1 TYP.WINDOW FRAMING® SaTe1:1-866-{04lem,Flan 1-503-566-883304 - 8 / SCALE:NTS O CONN. DETAIL / v Q SCALE:NTS ENGINEERED BY: s\ / o `.• [6]6"LG.CONNECTOR ' \\ SLEEVE.FIELD DOLT-SEE \/ JP TABLE 3.2 FOR NO.(T / FASTENERS REQD. A&A ENGINEERING \ ,�.d� CIVIL•STRUCTURAL / \ p�-- [1]COLUMN POST 5911 Renaissance Place,Suite B•Toledo,OH 43523 / / Tel.419-292-1983•Fax.419-292-0955 ABOVE HEADER n xxxna<ngineemeotn i►� [14]DOUBLE HEADER DRAWING INFORMATION CLEAR DAY EACH SIDE OF J / / OVERHEAD DOOR OPENING&AT , 1/6"FILLET-1-1/2"LG.CAL 12" PROJECT: 16-O"WIDE BUILDINGS WILDING CORNERS C.0 STITCH WELD BOTH SIDE WALL OVER HEAD DOOR OPENINGS SIDES STAGGERED-TYP. LOCATION: STATE OF OREGON SCALE:NTS COLUMN POST ABOVE DOOR® PROJECTNO.: 037-15-1135 HEADER CONN.DETAIL SHEET TITLE: SCALE:NTS SIDE WALL FRAMING Ne [15]ANGLE CLIP.SECURE TO r & OPENINGS COLUMN POST AND HEADER D W/(4)[23]FASTENERS E.S. ' SHEET NO.; 7 111 ✓� 1 �d DRAWN BY: LAK DATE:1/26/16 v [14]DOUBLE HEADER 1• ,��, b� CHECKED BY:OAA DATE:1/26/16 [15J ANGLE CLIP.SECURE I r LEGAL INFORMATION TO COLUMN POST AND b( -ANY DUPUCATION OF THIS DRAWING IN WHOLE OR SERVICE DOOR/WINDOW �Q1 PART IS STRICTLY FORBIDDEN.ANYONE DOING SO WILL !f BE PROSECUTED UNDER THE FULL WENT OF THE LAW. fi FRAMING W/(4) [23] RAVDTO I YEARMDATEOFISSUE. SERVICE DOOR(S) FASTENERS E.S. 1/8"FILLET-1 1/2"LG. 8"TO DE LOCATED GC STITCH WELD BOTH [i]COLUMN POST SEAL: PER CUSTOMER SIDES STAGGERED TYP. / REQUIREMENTS [15]SERVICE DOOR/ ��D PR pFF WINDOW FRAMING [12]DOOR POST [6]6"LG.CONNECTOR ' � SLS, O OPENING SIZED SLEEVE.FIELD DOLT- <5 GINE �O • [1]COLUMN POST C9 F Mr TO FIT WINDOW SEE TABLE 32 FOR NO. 4/ TYP. SERVICE DOOR/WINDOW® OF FASTENERS RECD. tr 74150 r SIDE WALL SERVICE DOOR/WINDOW OPENINGS FRAMING CONN.DETAIL COLUMN POST ABOVE DOOR® SCALE:NTS SCALE NTS HEADER CONN. DETAIL 5 SIDE WALL FRAMING NOTES: SCALE:Nrs 1 T/:EGON 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE DUILDINGS. /,r D' 2. MAX.HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES. �,9� N 13,20 p_.- 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 4 Li ABU:l 4. MIN.1 CLEAR DAY MUST DE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS.A CLEAR DAY 15 A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR DAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS. DATE EXPIRES: 12/31/2017 6. SERVICE DOORS AND WINDOWS CAN DE PLACED 1N CLEAR BAYS OR ANY WHERE ELSE AS NEEDED. DATE SIGNED: JAN 26 2016 . MANUFACTURED BY: l 9 -_?-",2---' I , 04 8-F' 8-IS % /�,1 ---/ ' hi SEE TABLE 8-A.1 FOR MM. SEE TABLE 8 A.1 FOR MAX. iv' II MIN12" END WALL POST SPACING I 0 END WALL POST SPACING / ��CORNERE „�`0 I III 0 6 II XV / '' gli XV�I N II © I�j © `� . _ - } IV VIP 5232 Salem Dallas Fhvy NW / ''. III / Salem,OR.97304 © /i p �j0 / ' I) HALES Tel:1-866-404-7788,Fax 1-503-566-8833 WI .1 (40.0„ O��p�\� IIIENGINEERED BY: ;� I '0- ,c0 \�\2 IIIill �I III / \ate A&A ENGINEERING CIVIL•STRUCTURAL MIN.12" 5911 Rcnausnncc P6<e,Sudc D Tokdo,OH 43623 CORNERMIN.12"BETWEENTL 419-292-19113.Fac.419-292-0955 OFFSET eOPENINGS ecn•.nneng neerscon AW = I DRAWING INFORMATION ®` I, END WALL OVER HEAD DOOR OPENINGS ���" I dA \\. ���� PROJECT: 18'-O"WIDE BUILDINGS 1 y SCALE:NT5 SEE TABLE 8-A.1 FOR MAX. //.sss- ® 03715LOCATION: STATE OF OREGON ,, END WALL POST SPACING SEE TABLE 8-AI 1 FOR MAX. © \ ' PROJECT NO.: 1135 , END WALL POST SPACING SHEET TITLE: CON\T ,� iii 0 END WALL FRAMING I. m i7 �� SHEET NO.: 8-A / 11 o h /� eh 'I + I DRAWN BY: LAK DATE:1/26/16 I I CHECKED BY:OAA DATE:1/26/16 \111r LEGAL INFORMATION I' -ANY DUPUC LA OF THIS DRAWING IN WriOLE OR I��IPT 15 STRIY FORBIDDEN.ANE r OF E I I�/ DRA SBE �WJDD UUP TO NDER TM7FAR.FRE FULL OMD TE OFWSUE.SEAL: OPENING SIZED TOFITWINDOW � PARTIAL ENDWALLAMING ��( DPRQFSERVICE DOOR(5)TO BE SCALE:NT5 � NPER CUSTOMERTALE S A.1:END WALL POST VJtr REQUIREMENTS 74 0 r SPACING SCHEDULE , END WALL SERVICE DOOR AND WINDOW OPENINGS WIND SPEED EAVE HEIGHT SCALE:1415 (MPH) UP TO 7' 8'T09' 10'TO12' / OR ON END WALL FRAMING NOTES: 105 5' 5' 5' ✓q 0�` 1. DESIGNS AND SHOWN HERE ARE TO BOTI-I REGULAR A-FRAME STYLE LS NGS. ci 2. MIN.12'CLEARANCEIMUS 8E MAINTAINED BET W ENLANY TWO PENINGS(OVDE HEAD DOOR OR ERVICI DOOR) 130 4.5' 4.5 4' X96 LJ ABU P" AND FROM CORNERS. 140 4.5' 4.5 3' 3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 155 4' 4' 2.5' 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES.SEE SHEET 9 FOR DIAGONAL DATE EXPIRES: 12/31/2017 BRACE CONNECTION DETAILS. 165-180 3.5 3' 2 DATE SIGNED: JAN 26 2016 [12]DOOR POSTJI MANUFACTURED BY: [11]END WALL POST [11]END WALL POST Jr ,4. OA Jr [17]STRAIGHT BRACKET. [15]ANGLE CLIP.SECURE TO • 16 ANGLE BRACKET. SECURE TO DOOR POST END WALL POST AND DOOR/ [15]ANGLE CLIP.SECURE TO [16] DOOR POST AND SASE RAIL SECURE TO DOOR POST �� AND BASE RAIL W/(4) WINDOW FRAMING W/(4) �+ AND BASE RAIL W/(4) . [23]FASTENERS [23]FASTENERS E.S. �/ W/(4)[23]FASTENERS E.S� [23]FASTENERS�� , ' t w 41 [15]SERVICE DOOR/ [3]BASE RAIL WINDOW FRAMING DOOR POST BASE RAIL CONN.DETAIL° [13]SINGLE HEADER • SCALE:NTS 1 TYP.SERVICE DOOR/WINDOW® HEADER-END WALL POST CONN.DETAIL 9 :EA 6-'' FRAMING CONN.DETAIL SCALE:WS 5232 Salem Dallas Hwy NW [3]SIDE WALL SASE RAIL SCALE:NTS Salem,OR.97304 0[1]COLUMN POST \ai Tela-866-404 7788,Fax:1-503-566-8833 1 [15]ANGLE CLIP.SECURE TO ENGINEERED BY: CONNECTOR SLEEVE 41‘11. IP HEADER AND COLUMN POST ' W/(4) [23]FASTENERS E.S. .11110 I i 10. [16]ANGLE BRACKET.SECURE /\ r' A&A ENGINEERING TO DOOR POST AND SASE RAIL CIVIL• W/(4) [23]FASTENERS [13]SINGLE HEADER I 5911 Renaissance ee,STRUCTURAL Rae B ,OH 43623 [3 END WALL BASE RAIL TeL 419-292-1983•E,x.419.292-0955 ] ,v waa-engineen;.eom CORNER DETAIL® i SCALE:NTS DRAWING INFORMATION [11]COLUMN POST AT CORNER PROJECT: 18'-0"WIDE BUILDINGS [11]END WALL POST GABLE HEADER-CORNER POST CONN. DETAIL® LOCATION: STATE OF OREGON _ gado- SCALE:NTS 8 PROJECT NO.: 037-15-113'55 [16]ANGLE BRACKET.SECURE SHEET TITLE: TO DOOR POST AND BASE RAIL W/(4) [23]FASTENERS E.S.Oy ' [11]END WALL POST [14]DOUBLE HEADER END WALL FRAMING POST ABOVE HEADER I DETAILS [3]BASE RAIL [15]ANGLE CLIP. �`BASE SECURE TO DOOR POST SHEET NO.: 8-B / 11 END WALL POST O AND BASE RAIL W/(4)Av DRAWN BY: LAK DATE:1/26/16 RAIL CONN. DETAIL #3 TEKS 5D5 E.S. SCALE:NI 5r r CHECKED BY:OAA DATE:1/26/16 1/8"FILLET-1-1/2"LG. [2]ROOF SEAM ALEGAL INFORMATION @ 6"C.0 STITCH -ANY DUPUCATION OF 11115 DRAWING IN WHOLE ORCT /ii WELD BOTH S1DE5 PART 15 STRJLY FORBIDDEN.ANYONE 0018550 WILLSTAGGERED-TYP. BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW.[16]ANGLE BRACKET.SECURE -DRAWINGS VAUD UP TO I YEAR FROM DATE OF 550E. TO DOOR POST AND BASE RAIL END WALL POST ABOVE DOUBLED W/(4) [23]FASTENERS E.S. 9 SEAL: [17]STRAIGHT BRACKET.SECURE HEADER CONN.DETAIL TO DOOR POST AND BASE RAIL '1!' [11]END WALL POST SCALE:NTS ,gyp PR OFF W/(4) [23]FASTENERS 5D5 OR[12]DOOR POST �� �' S(9 END WALL POST-ROOF BEAM CONN.DETAIL® [11]END WALL POST-"I SCD � G 1 N FFA O• SCALE:NTS [15]ANGLE CLIP.SECURE TO 'yam [11]END WALL POST DOOR POST AND BASE RAIL tiA 74150 ABOVE HEADER W/(4)[24]FASTENERS E.S. 4 ar• 0 7 i OREGON [14]DOUBLE HEADER { I r [15]ANGLE CLIP. p SECURE TO DOOR POST �" qly, 13 Zoo AND SASE RAIL W/(4) y 1/8"FILLET-1-1/2"LG.@ 6" �/,9 CO [23]FASTENERS E.S. C.0 STITCH WELD BOTH /QqLI ABV;(P A SIDES STAGGERED-TYP. [13]SINGLE HEADER DOUBLE HEADER-END WALL® END WALL POST ABOVE HEADER CONN.DETAIL® POST CONN.DETAIL t0 DATE EXPIRES: 12/31/2017 SCALE:M5 SCALE:NTS DATE SIGNED: JAN 26 2016 rt IT -Z MANUFACTURED BY: III[2]ROOF BEAM T ` Ili \<�\ [21]DB BRACKET.SECURE TO 1' T `�` III \:--- t6 / POST AND DIAGONAL BRACES W/ WII I � �`\ (7)[23]FASTENERS AS SHOWN "it' ^ III �� / 111 \ � A. 9� 5232 Salem Dallas Hwy NW I% \ III -iL\/p �� Salem,OR.97304 [1]COLUMN POST II (I \II1. �\ �\ Tel:1-866-404-7788,Fax:1-503-566-8833 [19]DIAGONAL AT CORNER I I �\ �� ENGINEERED BY: BRACESDIAGONAL BRACE TOP CORNER CONN.DETAIL.0 1SCALE:NTS &A A ENGINEERING CIVIL•SLRUCTUxAL [t]COLUMN POST OR \I • III 5911 RTol.x19-2 P-98 •FA To292- 55 J3G23 TeL•419-29219}13•F.vc.419.292-0955Jr [11J END WALL POST r\s — ,.-. .,-_ .__L vI nrw.aacng neen.mm .� lt" III DRAWING INFORMATION s © 4 ,,, , III PROJECT: 16-0"WIDE BUILDINGS �4 0 \ IIA/,, LOCATION: STATE OF OREGON [19]DIAGONAL BRACES N 0 [21]DB BRACKET.SECURE TO PROJECT NO.: OJ7 151135 POST AND DIAGONAL BRACES W/ LSHEET TITLE: © CORNER 61ZACiNG (7)[23]FASTENERS AS SHOWN �`,I/ 0CORNER DIA;1;j1111111 \ / DETAILS BRACING-SEE FOR REQUIREMENTS SHEET NO.: 9 / 11 DIAGONAL RACE- POST CONN.DETAIL"O DIAGONAL BRACING AT CORNERS DRAWN BY: LAK DATE:1/26/16 SCALE:HIS SCALE:NTS CHECKED BY:OAA DATE:1/26/16 LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING 50 WILL [1J COLUMN POST BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. [21]DO BRACKET.SECURE TO AT CORNER SEAL: POST AND DIAGONAL BRACES W/ (7)[23]FASTENERS AS SHOWN {j' [19]DIAGONAL BRACES PR Op „ s 0' s CORNER BRACING NOTES: ��� ��G I N FF,p 0 ide 1. DIAGONAL BRACING AT BUILDING CORNERS 15 REQUIRED FOR 74150 FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED IS , �\� 140 MPH OR GREATER. /�fr iREGON I► 2. IF CORNER BRACING 15 REQUIRED BUT THE BUILDING IS MISSING AN END WALL THEN THE BUILDING MUST DE DESIGNED AS AN Q (/,9iii Oi0Dt [3]END WALL SASE RAIL [3]SIDE WALL BASE RAIL OPEN BUILDING(USE SPACING FOR OPEN BUILDING IN TABLE 4.1). �,9 • 13 t 2 5� 3. DIAGONAL BRACING 15 ALSO REQUIRED ON THE CORNERS ON THE RgCI ABv' P DIAGONAL BRACE DOT.CORNER CONN.DETAIL"O SIDE WALLS WHEN THE ADJACENT END WALL IS PARTIALLY SCALE:NTS 3 ENCLOSED. DATE EXPIRES: 12/31/2017 INSIDE VIEW SHOWN FOR CLARITY DATE SIGNED: JAN 26 2016 MANUFACTURED BY: i'$. .. .) 7. . ) INIII,'I,N\\\\ I j5232 Salem Dallas Hwy NW (� \� \ I Salem,OR.97304 ler \\ \ Tel:1-866-404-7788,Fax:1-503-566-8833 \ II \,\\\ I1II\ -j \ ENGINEERED BY: i 1 \ II 11 \i \ ii %'\ \ ASA ENGINEERING � 5-- CIVIL E•STRUCTURAL. I I i •\ 5911 Renauso 9-2 Place,Suite II•Tokdo,OH 45625 I -Vi \- TeL dl&292-1983•Fac.419292-09:5 III �� / •rn \ cc.aa<n neers.mm • ii \ \ DRAWING INFORMATION ''�pp ��� N. PROJECT: 1S''O"WIDE BUILDINGS A / \\ '. 6 P6\ ' LOCATION: STATE OF OREGON 5Q PROJECT NO.: 037-15-1135 © ��P�O��\Q\ SHEET TITLE: / P.(a'`�,P� OPTIONAL LEAN-TO M `� °F ADDITION 1� SHEET NO.: 10/ 11 DRAWN BY: LAK DATE:1/26/16 OPTIONAL LEAN-TO ADDITION CHECKED BY:OAA DATE:1/26/16 SCALE:NTS LEGAL INFORMATION -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN.ANYONE DOING5O WALL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. [2]ROOF SEAM [6]12"LG.CONNECTOR SLEEVE- -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. -MAIN BUILDING FIELD DOLT TO DOTH TURES W/ [23]FASTENERS-SEE TABLE 3.2 SEAL: 103 FOR NO.OF FASTENERS REGD. �Ep PROFF [2]ROOF BEAM- '� 0, ''vy�. LEAN-TO ADDITION �C-9 � G N EFS �O� [6]6"LG.CONNECTOR SLEW- 74150 9r FIELD DOLT W/[23]FASTENERS ' /tl/6 E.S.-SEE TABLE 3.2 FOR NO.OF LEAN-TO ADDITION NOTES: FASTENERS REGD. 1. LEAN-TO ADDITIONS CAN DE ADDED ON EITHER OR DOTH SIDES OF [1]COLUMN POST-FOR EAVE HEIGHTS , OREGON O GREATER THAN 8'-0"INSERT TS 225 X THE DUILDING. 2.25 X 14GA TUBE INTO COLUMN POST 2. ROOF SLOPE AND PURL1N,G1RT AND FRAME SPACINGS OF THE O� J94 13 2co, ��� ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE.. '9,Q LEAN-TO ATTACHMENT DETAIL 3. IF THE LEAN-TO ADDITION 15"OPEN"(BOTH END WALLS OR S1DE WALL ACI ABv' P SCALE:NTS O 15 NOT ENCLOSED),THE DESIGN OF THE MAIN BUILDING HAS TO USE THE FRAME SPACING OF AN OPEN BUILDING FROM TADLE 4. DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 26 2016 iu III C` / `\\ �\ \� / MANUFACTUREDBY: CONCRETE SLAB FOUNDATION NOTES: III �� \ �; o, 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB III I \ / �� \ / • II �'\„ I • \yo \ / II FOUNDATION.ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A III I 2. EITHER OPTION 1 EDGE OFFSET'OR OPTION 2 NOTCHED EDGE 11 A 11111 III l' /\\��� I\\ \\\ / II �Ifl3. FFETAIL CAN BE USED. OR OPTON 11 THE MN.SLAB SIZE SHALL BE EQUAL TO THE �II ---....-',A III\ / II III III OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5"EACH DIRECTION All: III /, III III III / 3. FOR OPTION 2 THE MiN.SLAB SiZE SHALL BE EQUAL TO THE SIDE II' II // 'UI 11 DIMENSIONS OF THE BUILDING DIMENSIONS. /I III III III % 5232 Salem Dallas Hwy NW / II III I % Salem,OR.97304 4. CONCRETE ANCHORS SHALL BE LOCATED AT EVERY NEXT TO / II '/' ���5I{. • �"/ Tela-866-404-7788,Fax:1-503-566-8833 EVERY POST AND ON EITHER SIDE OF OPENINGS.TWO ANCHORS 4/A, ` ' �. `. III /// IV �O // ENGINEERED BY: SHALL BE INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH •20, �,,. 0:. 416. END WALLS-ONE ON EACH BASE RAiL. 1111 1' ®'a "Q/ i ' 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS III j/ !n' �; �—, MENTIONED iN TABLE 11-A.1. 2O 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN CONTROL JOINTS SPACED AT— Y A&A ENGINEERING MAX.20'-0"O.C. __/ 1 CIVIL•sTxucr[rant. FROST DEPTH SPECIFIED PER LOCAL CODE. 11-A 5911 Renaissance Place,Suite B•Tokdo,01143623 7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LiMIT MAX.SLAB CONCRETE SLAB FOUNDATION Tel.419292.1983•Fax.09.292-0955 aa<n�nee�.�n SPANS TO 20'iN EACH DiRECTION. _ n _ BUILDING POST S. ASSUMED SOiL BEARING CAPACITY 15 TO BE A MiN.OF 1500 PSF. SCALE:NTS 6" I1I I 1� BEYOND DRAWING INFORMATION 9. CONCRETE STRENGTH TO BE A MiN OF 2500 PSI E 28 DAYS. �;1---1 PROJECT: 1S'-O"WiPE BUILDINGS 2"WiDE X 1"DEEP TABLE 11-A.1:CONCRETE -1 t NOTCH ALONG LOCATION: STATE OF OREGON SLAB ANCHOR SCHEDULE N ADOOR • • � !� ANNDDRHEAD SLOPE TO 2" PROJECT NO.: 037-151135 WiND SPEED(MPH)( ANCHOR SiZE '♦'. • ! I ' SHEET TITLE: 105 TO 140 1/2"0 X 7" MAX.6" OVERHEAD DOOR NOTCH DETAIL© FOUNDATION OPTiON 1: [1]COLUMN POST 155 TO 180 5/6'.0 X 7" ANCHOR-SEE SCALE:NTS CONCRETE SLAG NOTES: TABLE 11-Al [3]BASE RAIL 3" { 1. EXPANSION ANCHORS,WEDGE ANCHORS OR ADHESIVE IIANCHOR-SEE 111 [1]COLUMN POST SHEET NO.: 11-A / 11 ANCHORS MAY BE USED. �I�� \ " TABLE 11-At (3]BASE RAiL DRAWN BY: LAK DATE:1/26/16 2. MIN.EMBEDMENT DEPTH TO BE 4". • •' 8CHECKED BY:OAA DATE:1/26/16 3. ANCHORS TO BE SPACED NO MORE THAN 6"FROM ,' . •• ►4IMINI �� POSTS. � ' ' It'al LEGAL INFORMATION .'• IL 4. ALL ANCHORS TO BE A307 EQUIVALENT OR SETTER. � ° � ''4 a�• O -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR ��U ••. '• PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL. SECTION A-A .' .� i p BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. •i R -DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. MiN.4"EDGE DiST. MiN.4"EDGE DIST. <s" SECTION B-B SEAL: [i]COLUMN POST ANCHOR-SEE MiN.4"EDGE DiST. / ��p PR OFF ' TABLE 11-Al 1 1/2"x 1-1/2" �� SYS MiN.4"11-IK. A -\ TABLE [3]EASE RAiL A �� NOTCH [7]BASE ANGLE ��5 G N�� /Q CONCRETE SLAB 1111 ANCHOR-SEE TABLE 11-A1 i%. GRADE III GRADE [1]COLUMN POST Qi 1) E�il� M�Mmam �r1 MIN.4"THK e ' [3]BASE RAiL 7 i 1 50 r ii11111110 WINP CONCRETE SLAB ■ Aii W6X6/6 WELDED GRADE WiRE OR FIBER MESH A • _ A J <N ��uI`� /, I •'EGON (3)#4 REBAR CONT. ,�' 1' ,1' 8 W6X6/6 WELDED mil_ `/qN 13 20�� . ALT.NOTCHED EDGE DETAIL IN_ui WIRE MESH D =� `/ CJ ii3 Ls]N o < (3)44 REBAR CONT. AS PER LOCAL '9R q ABV:lP' .f' 1' ' CODE MIN.12" OPTION 1: EDGE OFFSET DETAIL. OPTION 2: EDGE FLUSH DETAIL . DATE EXPIRES: 12/31/2017 SCALE:NTS SCALE:NTS DATE SIGNED: JAN 26 2016 41 1 MANUFACTURED BY: TABLE 11-S.1:ANCHOR SCHEDULE I` `_ .0- o• WIND SPEED(MPH)I ANCHOR SIZE III I 105 TO 140 1/2"0 X 7" ....._ 145 TO 180 5/8"0 X 7' I \\\ III III \ \ NOTES: Tr 4 IIIEXPANSION ANCHORS,WEDGE ANCHORS OR ADHESIVE = T��� \\ III ANCHORS MAY BE USED. II \ \ l2. MIN.EMBEDMENT DEPTH TO BE 4". ___.,. 4 \ \ I \\ I 3 POSTS.ANCHORS TO BE SPACED NO MORE THAN 6"FROMTr �� 0 \\�� ( \ III Ip 5232 Salem Dallas Hwy NW 4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. ! III �`I•/� \\\ III 1pSalem,OR.97304 I I II \ II III Te1:1-866-404-7788,Fax:1-503-566-8833 7-r_z___ iil III \\�I / \ \\ II III ENGINEERED BY: TABLE 11 8.2:CONC. I \, II \o I III STRIP SCHEDULE _ I �\I ,--- -- �\ \% II I i�' WIND SPEED MIN.SIZE II III 4. II \ ` \�\I III (MPH) ( REQD. I II I\ // ��\ � �� III A&alvn•STRUC ENGINEERING 105 TO 130 12"X12" III I_ \\ / \ II I II 5911 Renaissance Place,Suite B•Toledo,OH 48623 II / \ IITel.419-292.1983•Fax.419.292-0955 II I \ \ \ it ill III ,,,,,,..aa.engineers.eont 140 TO 155 18"X 12" II III /�• \ 20 X 12" 0/ �\ I . II III //I DRAWING INFORMATION 155 TO 180 21X 15" II -.�l III I �; PROJECT: 18'-0"WIDE BUILDINGS 18"X18" % \ II 1 II III III i I III III j' LOCATION: STATE OF OREGON NOTES: \ III I II III % PROJECTNO.: O3T15-1135 1. WIDTH AND DEPTH DIMENSIONS CAN BE INTERCHANGED. `\ III II iii III /� SHEET TITLE: pr ` III II jI 1� FOUNDATION OPTION 2: \ \\ \ ii II II it; ,i CONCRETE STRIP `\ \ II l SHEET NO.: 1148/ 11 4011.% DRAWN BY: DATE:1/26/16FOOTINGOPTIONAL AT OPEN 4e1 / CONCRETE STRIP FOUNDATION END WALLS AND OVERHEAD SCALE:NTS CHECKED BY: DATE:1/26/16 DOOR OPENINGS \ a LEGAL INFORMATION ® -ANY DUPLICATION OF Th15 DRAWING IN WHOLE OR G PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE tAW. -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. [1]COLUMN POST-\ ANCHOR-SEE SEAL: TABLE 11-5.1 [3]BASE RAIL 117- `fop PR OFFss l GRADE Ili T 1' GINEF / lv CONCRETE STRIP FOUNDATION NOTES: WSe'' b4 d•• I . at. 74150 r n . 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION.ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN 8E USED. m OREGON 2. CONCRETE ANCHORS SHALL BE LOCATED AT EVERY NEXT TO EVERY POST AND 0 '4. . . °O w ✓9 0� ON EITHER SIDE OF OPENINGS.TWO ANCHORS SHALL BE INSTALLED AT CORNER (4)#4 REBAR —� m ^9,1) �� N, 13,2��PS� OF ENCLOSED BUILDINGS WITH END WALLS-ONE ON EACH BASE RAIL. CON-. 3. DEPTH OF CONCRETE STRIP FOOTING SHALL BE GREATER THAN FROST DEPTH I SEE TABLE 11-52 w /ILl ABS' SPECIFIED PER LOCAL CODE. `n 4. ASSUMED SOIL BEARING CAPACITY 15 TO BEA MIN.OF 1500 PSF. CONCRETE STRIP FOUNDATION DETAIL DATE EXPIRES: 12/31/2017 5. CONCRETE STRENGTH TO BE A MIN OF 2500 PS1 @1 28 DAYS. , SCALE:NTS DATE SIGNED: JAN 26 2016 i ` MANUFACTURED BY: I IIP[1]COLUMN POST - _- __ ��I(( OR[11]END WALL \ I I POST ANCHOR- III \ D I SEES IIS\� Tt'L SCHE ULE Q\ [3]DASE RAIL 1 \\ ��\\III N \ III I II I Vis,. ,��� fill�\ �`�� \ II \ III ' :rn • { •. R \� ;> III 5232 Salem Dallas Hwy NW to 0. I--.4 N . A•N\ V w III Salem,OR.97304 I �' LI." \' \. ye t )Iip III Te1:1-866-404-7788,Pax:1-503-566-8833 I ,, , N Z III I \\ ,�� \ '} I \ ENGINEERED BY: 1 w III I `1•,..14 Il III I /� I CONCRETE PIER • a:.'. m II / r Q \ Ilii tL III JI ���IN III III III / —...041' MIN.(1)#4 DAR- •, VIII III III / A A ENGINEERI vG ` IIII ( if,-/// CIVIL•STRUCTURAL '.�` "'� s� III II OH Renaissance3G23 . SFC l % • . ;,� 6 r": III I r III 'a CONCRETE PIERS TeL 419`292-1 .F 419-292-0955 f III AT ALTERNATE -engineea.com P/..,..-pQ�F7ic J .� III 1111 III /lam I END WALL POSTS Alk DRAWING INFORMATION ``s R �/ I , i �MFJ OR " ' `y / I ® CONCRETE PIERS AT PROJECT: 18'O' WIDE BUILDINGS CONCRETE PIERS EITHER •r;K4 L_J ALTERNATE INTERIOR LOCATION: STATE OF OREGON I CONCRETE PIER DETAIL SIDE OF OVERHEAD DOOR ® COLUMN POSTS f SCALE:NTS O OPENINGS PROJECT NO.: 037-15-11355 I ANCHOR RODS AT ALL SHEET TITLE: CONCRETE PIERS AT ALL POSTS NOT SUPPORTED FOUNDATION OPTION 3: [t]COLUMN POST •O. CORNERS ON CONCRETE PIERS ,I OR[11]END WALL CONCRETE PIER FOUNDATION CONCRETE PIERS e Po, SCALE:NTS SHEET NO.: 11-C / 11 [3]SASE RAIL ANCHOR ROD '' CONCRETE PIER FOUNDATION NOTES: TABLE 11-C.1:CONC. DRAWN BY: LAK DATE:1/26/16 CHECKED BY:OAA DATE:1/26/16 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE PIER SCHEDULE "`'' PIER FOUNDATION.ANY OF THE FOUNDATIONS SHOWN LEGAL INFORMATION I ON SHEETS 11-A THRU D CAN DE USED. WIND SPEED' MIN.SIZE -ANY DUPLICATION OF THIS DRAWING IN WHOLE OR R (MPH) READ. FART'S STRICTLY FORBIDDEN.ANYONE DOING 50 WILL I `'' ' ?1.?:;;:.,, 2. CONCRETE PIERS SHALL DE LOCATED AT ALL 4 BE PROSECUTED UNDERTHE FULL CLIENT OFTFIE LAW. ;...;•;';.. 105 TO 130 18'0 X 36" -DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. , CORNERS,ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN 140 TO 155 18".0 X 42" SEAL: POSTS AND END WALLS POSTS. 165 TO 180 18"0 X 48" v PR O�F • % S q `•I...,-*..:::-.:,•:::t.;.-4-::'' �.-'.',,''` 3. PIERS SHALL DE FORMED BY DIGGING A HOLE OF THE � SAME SIZE AS THE PIER ON LEVEL GRADE AND FILLING TABLE 11-C.2:CONCRETE PIER • GINEN F LS/c, WITH CONCRETE.THRD.ROD ANCHORS SHOULD DE ANCHOR SCHEDULE 4•4/c� F DROPPED INTO THE PIERS PRIOR TO POURING THE WIND SPEED(MPH)I ANCHOR SIZE `" 74150 9 CONCRETE. 105 TO 140 1/2'0 X 7" ANCHOR ROD INTO SOIL DETAILED 4. ALL POSTS NOT SUPPORTED ON CONCRETE PIERS 155 TO 180 5/8"0 X 7" SCALE:NTS 2 SHALL DE ANCHORED TO THE GROUND WITH A 1/2"X1 OREG ! 30"LG.THREADED ROD.RODS WILL HAVE A WELDED NOTES: NUT AT THE TOP AND ONE COAT OF RUST PROOF 1• EXPANSION ANCHORS,WEDGE ANCHORS • 3 OR ADHESIVE ANCHORS MAY DE USED. ,9.1 CO ll PRIMER. 2. MIN.EMDEDMENT DEPTH TO DE 4'. 'IL I A13\)— \'` 5. ASSUMED SOIL DEARING CAPACITY 15 TO DE A MIN. 3, ANCHORS TO DE SPACED NO MORE THAN OF 1500 PSF. 6"FROM POSTS. 1 6. CONCRETE STRENGTH TO DE A MIN OF 2500 PSI CO 28 4. ALL ANCHORS TO DE A307 EQUIVALENT ( OR BETTER. DATE EXPIRES: 12/31/2017 , DAYS. DATE SIGNED: JAN 26 2016 1 d MANUFACTURED BY: ��. [1]COLUMN POST OR [11]END WALL POST ` . OA 4 [3]EASE RAIL �i \\4 III \� DRILL 5/8" 9n(.1 . HOLE THROUGH a�[ \ \"�� .4%1141111 DASE RAIL AND SECU,t, -..„„,„,4 Ilii \\\ ,III1 III R ANCHOR EYE WITH 1/2"la \ �\\�\\ \\I �� THROUGH BOLT AND 2 \ III 7,..___, \ ``III WASHER5E5. �[\ \\ �10,-,, , , \\I III ► 7 �,' \ ��\"`uuulll��\\�\ \ \ \ III 5232 Salcm Dallas HR NW r�I ri \\ [��� --'�\ \ 1 III Salem,OR.97304 411/4/ � �`-\x �\� I) �LL� III Tela-866-404 7788,Fax:1-503-566-8833 I _ ? III I \ \\ \` \ III ILII ENGINEERED BY: III �� \ ill I i�� ANCHOR ROD III JI \\�I� III III III �� _�� o III ' III II III A&A ENGINEERING ") 1/2"PJ SHAFT X(2) III I r �� SOIL ANCHORS AT clvu.•samuc vBAL OPTION 1:HELICAL SOIL • 4"DISKS-HELICAL III III III III I I ALTERNATE END 5911 Renaissance PL ce,Sucre 13•Tokdo,OH 43623 ANCHORS ° .:SOIL.ANCHOR III II r // WALL POSTS TeL 419-292-1983v.aacngineers.co9-292-0955 SCALE:NTS •' , - III III III I / I J SO1LALTERNATEHRSAT TATIOR DRAWING INFORMATION SOIL ANCHORS EITHER // �J my COLUMN POSTS PROJECT: 1S'-0"WIDE BUILDINGS SIDE OF OVERHEAD ' DOOR OPENINGS11\ ANCHOR RODS AT ALL LOCATION: STATE OF OREGON SOIL ANCHORS AT ALL POSTS NOT SUPPORTED PROJECT Na: 037-15-1135 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]BASE RAIL �� [1]COLUMN POST OR THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN DE USED. [11]END WALL POST SHEET NO.: 11-D / 11 2. SOIL ANCHORS(HELICAL OR ROCK/ASPHALT)SHALL DE LOCATED AT ALL 4 DRAWN BY: LAK DATE:1/26/16 CORNERS.ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE 4A CHECKED BY:OAA DATE:1/26/16 INTERIOR COLUMN POSTS AND END WALLS POSTS. � 6"X 3"X1/8"ANGLE LEGAL INFORMATION 3. HELICAL ANCHORS ARE TO DE USED ONLY IF THE DRIVING TORQUE INTO THE BRACKET WI.(1)1/4 ANY DUPLICATION OF THIS DRAWNG IN Wt O E OR GROUND 15 150 FT L65 OR GREATER.MANUFACTURER 15 NOT RESPONSIBLE SDS FASTEN TO PART 1551RICTLY FORBIDDEN.ANYONE DOING 50 WILL FOR SOIL QUALITY AT SITE. I' SASE RAIL AS SHOWN BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VAUD UP TO 1 YEAR FROM DATE OF ISSUE. 4. HELICAL ANCHORS CAN ONLY DE USED FOR CLASS 2,3&4 SO1L5(SEE SOIL CLASSIFICATIONS THIS PAGE). '' EXISTING SEAL: I, 5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE ':::,.:•,:.•::•;`•41...„ ``� ASPHALT ��.p PR 0A-4. GROUND WITH A 1/2"X 30"LG.ROD.RODS WILL HAVE A WELDED NUT AT THE , TOP AND ONE COAT OF RUST PROOF PRIMER. .I) \5� G I N EF s/0� 6. ASSUMED SOIL BEARING CAPACITY 1S TO BE A MIN.OF 1500 PSE. ANCHOR ROD 74150 SOIL CLASSIFICATIONS: ���. SOIL CLASS DESCRIPTION 2 SANDY GRAVEL AND GRAVEL,VERY THIN DENSE AND/OR CEMENTED SANDS, I ' HF- A ASHPALT/ ��' G 0 N COARSE GRAVEL/CODDLES,PRELOADED SILTS,CLAYS AND CORAL. I HP-9 ROCK ANCHOR • �I v�� 00� 3 SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL,MEDIUM DENSE COARSE .'� 13,2 colo SANDS,SANDY GRAVEL,VERY STIFF SILT AND SANDY CLAYS. /4) ('ASu: P 4 LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS AND ALLUVIAL FILLS. OPTION 2:ROCK/ ASPHALT ANCHORS° 'FROM HUD"MODEL MANUFACTURED NOME 1NSTALLAT1ON STAND/iRDS" SCALE:NTS 1 DATE EXPIRES: 12/31/2017 DATE SIGNED: JAN 26 2016 .I