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L --IL _ -4 hi J+-1 11111 Lb' , ; .1___ iii , , ! ..; 1 1, , il ELI1 ,. 1 , 111 , 11_1 , 1 fa r--i 1 1-. L LI ! Li m [4 1 11 -,TE-F, L., 1_1 17- _Ir 1- --H--Millit-H-H. 1:!---IL.'1111:- I 11-1 ill 1---H II - 1 1-: : : , lt -11 : ilIIH 1 I 1 filipilii , i__ ; , 1 , , 1 i {-1- 'i , , t-I-11. 1 tr---r 1.-11.1111_.1.i .,, __ f 1 1-1 i 1 -r— lili i 1 i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 j ft as „ a„"v 14 r C 4 REGULAR / A-FRAME - VERTICAL / hORIZ. I 2' Th RU 30' CARPORTS PREPARED BY: (STATE OF OREGON) %9t=cbxsr AS PER DESIGN CRITERIA ,z` 1 IA A &A ENGINEERING CIVIL• STRUCTURAL , CE 1996 N . 01110 � 4 gurcuri? g'" 5911 Renaissance Pl.,Suite B Tel:(419)292-1983 5073 Dallas Hwy W Tel:866-404-7788 Toledo,Ohio 43623 Fax:(419)292-0955 Salem,OR.97304 Fax:503-566-8833 THE INFORMATION CONTAINED IN THESE DRAWINGS ARE THE SOLE PROPERTY OF A&A ENGINEERING.ANY DESIGN NOTES DESIGN CRITERIA DRAWING INDEX REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF A&A ENGINEERING IS PROHIBITED. I. ALL CONSTRUCTION SHALL BE PROVIDED IN PREVAILING CODE: IBC 200G/IBC 2009 I COVER SHEET PROJECT NUMBER:037-12-0057 ACCORDANCE WITH IBC 200G,OSHA,AISC, ORSC 201 I ASCE7-05,AWSD I.I CODES AND ALL APPLICABLE USE GROUP:U(CARPORTS,BARNS) LOCAL REQUIREMENTS. BASIC WIND VELOCITY:90 TO 110 MPH 2 FLOOR PLAN ./e- ED PROpS 2. SHELTER BASE CONNECTIONS SHALL BE PROVIDED (SEE SCHEDULE) 3 REGULAR/AFRAME BLDG.SECTIONS Fi `8 AS SHOWN ON SHEET 9 �`� � Gf ��R tQ,O� 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER ROOF DEAD LOAD: 2.0 PSP 3A SCHEDULES NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL ROOF LIVE LOAD: AS PER GROUND SNOW 4> # 74150 T, OR EXCEEDING ORIGINAL. MIN.20 PSF/MAX.50 PSF 4SIDE ELEVATIONSrr 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. GROUND SNOW LOAD:20 TO 60 PSP 5 SECTION DETAILS ' 5. ALL FIELD CONNECTIONS SHALL BE (SEE SCHEDULE) ,' TEKS#12(1/4"X I"). IMPORTANCE FACTOR= SNOW 0.8 G END WALL DETAILS G. STEEL SHEATHING SHALL BE 29GA.CORRUGATED WIND 0.57 !IOREGON GALV.OR PAINTED STEEL-MAIN RIB HT.3/4" SEISMIC 1.0 7 OPENING DETAILS 1 1 0 '9'V. 13,70u (FY=80KSp OR EQ. ,�/ 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND SEISMIC DESIGN CATEGORY:D 8 LEAN-TO OPTION 4194 ABU�`{P CHANNELS SHALL BE GRADE 50 STEEL. LI 8. STUCTURAL TUBE T52 I/2"X2 1/2"- I 4GA.IS LOAD COMBINATIONS: 9 ANCHORAGE EQUIVALANT TO TS2 II/4 1/4"- 12GA. DL+LL,0.GDL+WL EXPIRATI0IV DATE:12-31-2G 9. STRUCTURAL TUBE TS2 I/4"X2 1/4"- 12GA. DL+0.75LL+0.75WL — -_ SHOULD BE ACCEPTED IN LIEU OF T52 I/4"X2 1/4" - I 4GA.FOR IT IS A BETTER STRUCTURAL TUBING. LICENSE EXPIRES: 12/31/2013 DATE SIGNED: 1/24/2012 vow— MAN DOOR ❑• • D. °• ❑• ❑ •p •❑ ❑ A&cIVII A ENGIN• ESTRUCTURALERING INTERMEDIATE ANCHORS FIRST AND LAST ANCHORS DE SINCE 1996 ❑ (TYP.)SEE SHT. 9/9 ARE REQUIRED ON EACH SIDE iu FOR SPACING 5911 Renaissance Pl.,Suite B Tel:(419)292-1983 O p Toledo,Ohio 43623 Fax:(419)292-0955 CV O° FOR dg _ O r I—z C.J. 9ILI END WALL POSTS 4 p �. �', o ❑ ANCHORAGE SEE �F Cho �� SHT. G/9 FOR LR� O w OPTIONAL MIN. 4"CONC. SPACING U N SLAB BY OTHERS O 5073 Dallas Hwy W Tel:866-404-7788 O co Salem,OR.97304 Fax:503-566-8833 ° ❑ I = OWNER: Q o WEST COAST METAL BLDG. Nz. o i- t C.J. o N LOCATION: OREGON ez ° DESCRIPTION: 0 o 12 TO 30 A-FRAME W/LEAN-TO o `v I DATE: 1/24/2012 ❑ PROJECT NUMBER: -? MAIN BLDG. BOW o 0 SEE SHT. 3/9 FOR 01 037-12-0057 • SIZE*SPACING I R I DRAWN BY: JMS 0. D. 0. U. •0 •❑ R2❑ CHECKED BY: OA PARTIALLY ENCLOSED: LENGTH AS PER CUSTOMER REQUEST DRAWING TITLE: FULLY ENCLOSED: 12'THRU 20', MAX. LENGTH = 50' / 22'THRU 30, MAX. LENGTH = 100' FLOOR PLAN / T52 I/2X2 I/2 - 6.. FLOOR PLAN T52 I/2X2 I/2 - 14GA. CONT. RAIL -. (SCALE: NTS) I 4GA. CONT. RAIL SHEET NO.: OF 9 ilkh • LE C.J. SLAB OPTION CONTROL I MAX. 20'XNTS ON 20'CONCRETE Elsou 6�9 GPR�;�N'''''y BASE ANCHOR BASE ANCHOR �� 74150 (SCALE: NTS) (SCALE: NTS) A lik 152 I/2X2 I/2 - N T52 I/2X2 I/2 - 14GA. CONT. RAIL 14GA. CONT. RAIL OncCON ''il; .-ryei,,4 SINIMININMEINIIMMIIMI NI 4/941/ f_ ,NI . ICEw L2 I/2X2 I/2X I/4"- 31G. ammimmii L2 I/2X2 I/2X 1/4"-3"LG EVIRATION DATE 12-3120•li • ANCHOR- ALTERNATE ANCHOR • ANCHOR- SEE OPTIONS 4 SEE OPTIONS 4 ALTERNATE ANCHOR DATE SIGNED: SPACING SHT.9/9 (SCALE: NTS) SPACING SHT. 9/9 (SCALE: NTS) 1/24/2012 I i i i A&CIVIL A ENGINEER• STRUCTURAING SINCE 19% BOW SCHEDULE (TOP At COLUMN MEMBERS GAUGE AND SPACING) WIND (MPH) 5911 Renaissance Pl.,Suite B Tel:(419)292-1983 90 -100 I I 0 Toledo,Ohio 43623 Fax:(419)292-0955 BLDG. $WIDTH BLDG. *WIDTH FOR d� GS/LL POST HT. st. I2-20 22-26 28-30 I 2-20 22-26 28-30 ti, ' 1 , F I4GA.S.B.@ GO' I4GA.5.B.@ 54" I4GA.D.B.@ GO" I4GA.S.B.@ GO" I4GA.S.B.@ GO" I4GA.D.B.@ GO' ; , { 5'-O"TO 8'-0' f 20/20 P I4GA.S.B.@ GO' I4GA.5.8.@ 48" I4GA.D.B.@ GO" I4GA.S.D.@ GO' I4GA.S.B.@ 54" I4GA.D.B.@ GO' `, "% F I4GA.5.8.@ GO" I4GA.S.B.@ 54' I4GA.D.B.@ 54' I4GA.5.B.@ GO' I4GA.5.B.@ GO' I4GA.D.B.@ 54" -y"��"� 9'C7'TO 12'-0 `Chrrruilt°~'' P I4GA,S.B.@ GO' I4GA.5.0.@ 48" I4GA.D.B.@ 54" I4GA.5.0.@ GO' I4GA.5.B.@ 54" I4GA.D.B.@ 48" F I4GA.5.B.@ GO" I4GA.S.B.@ 54" I4GA.D.B.@ GO' I4GA.S.B.@ GO' I4GA.5.B.@ 54" I4GA.D.B.@ 54' 5073 Dallas Hwy W Tel:866-404-7788 5'0"TO 8'0" Salem,OR.97304 Fax:503-566-8833 P 30/20 I4GA.5.B.@ GO' I4GA.5.B.@ 48" I4GA.D.B.@ 60' I4GA.5.B.@ GO' I4GA.5.5.@ 48" I4GA.D.B.@ 48" OWNER: F I4GA.S.B.@ GO' I4GA.5.8.@ 54" I4GA.D.B.@ 54" I4GA.5.8.4 GO" I4GA.5.B.@ 54° I4GA.D.B.@ 54' 9'-0'TO 12'-0' WEST COAST METAL BLDG. P I4GA.5.B.@ 54" I4GA.5.5.@ 48" I4GA.D.B.@ 54" I4GA.5.8.@ 54" I4GA.5.8.@ 48" I4GA.D.B.@ 48" F I4GA.5.8.@ 54' I4GA.5.B.@ 54" I4GA.D.B.@ 54' I4GA.5.B.@ 48" I4GA.5.B.@ 48" I4GA.D.B.@ 48" LOCATION: OREGON 5'-0"TO 8'-O" 40/30 P I4GA.5.5.@ 48" I4GA.5.5.@ 42" I4GA.D.B.@ 48" I4GA.5.8.@ 48" I4GA.5.0.@ 42" I4GA.D.B.@ 42" DESCRIPTION: F I4GA.5.B.@ 54° I4GA.5.B.@ 54" I4GA.D.B.@ 48° I4GA.S.B.@ 48' I4GA.5.B.@ 48" I4GA.D.B.@ 48" 12 TO 30 A-FRAME W/LEAN-TO 9'-0"TO 12'-a' DATE: P I4GA.S.B.@ 48" I4GA.5.B.@ 42" I4GA.D.B.@ 48 I4GA.5.8.@ 42" I4GA.5.0.@ 42" 14GA.D.B.@ 42" 1/24/2012 F I4GA.S.B.@ 48" I4GA.5.B.@ 48' I4GA.D.B.@ 48" I4GA.5.B.@ 42" I4GA.5.B.@ 42" I4GA.D.B.@ 42" PROJECT NUMBER: 5'-0"TO 8'-0' 50/40 P I4GA.5.8.@ 42" I4GA.5.0.@ 35" I4GA.D.B.@ 42" I4GA.5.0.@ 42" I4GA.5.0.@ 35" I4GA.D.B.@ 35" 037-12-0057 F I4GA.5.B.@ 48" I4GA.5.B.@ 48" I4GA.D.B.@ 42° I4GA.S.B.@ 42' I4GA.5.B.@ 42' I4GA.D.B.@ 42" DRAWN BY: 9'-O'TO 12'-a' JMS P I4GA.5.B.@ 42" I4GA.S.B.@ 35" I4GA.D.B.@ 42" I4GA.5.5.@ 35" I4GA.5.B.@ 35" I4GA.D.B.@ 35" F I4GA.5.5.@ 48" I4GA.S.B.@ 48' I4GA.D.B.@ 42° I4GA.5.8.@ 42" I4GA.S.B.@ 42' I4GA.D.B.@ 42' CHECKED BY: OA 5'-0"TO 8'-0" G0/50 P I4GA.5.8.@ 42" I4GA.5.5.@ 35" I4GA.D.B.@ 42" I4GA.5.8.@ 35" I4GA.5.B.@ 35" I4GA.D.B.@ 35" DRAWING TITLE: i i F I4GA.S.B.@ 42" I4GA.5.B.@ 3G' I4GA.D.B.@ 42" I4GA.5.B.@ 3G" I4GA.5.B.@ 36" I4GA.D.B.@ 3G" 9-0TO 12-0 SCHEDULES P I4GA.5.8.@ 35" I4GA.5.B.@ 36" I4GA.D.B.@ 36" I4GA.S.D.@ 35" I4GA.5.8.@ 35" I4GA.D.B.@ 36" SHEET NO.: 3A OF 9 SEAL ik- PROS k. PEAK BRACE SCHEDULE t� 1:11:3:114:2_6'39:77 0 WIDTH SIZE LENGTH . 12 2 I/2"X I BGA. CHANNEL 2'-O" S.B. = SINGLE BOW 14 2 I/2"X I BGA. CHANNEL 4'-0" D.B. = DOUBLE BOW 16 2 I/2"X I BGA. CHANNEL 6'-O" D F = FULLY ENCLOSED (CLOSED) 18 2 I/2"X I BGA. CHANNEL G'-O" -/b }P = PARTIALLY ENCLOSED (OPEN) 20-22 2"X 14GA. SQ. TUBE I O'-0" '9 " ' aG.S. = GROUND SNOW 24-26 2"X 14GA. SQ. TUBE 14'-O" L.L. = LIVE LOAD 28-30 2"X 14GA. SQ. TUBE 16'-O" PRAT! . NOTE: I BGA. CHANNEL WILL CONNECT DATE5IGNED: WITH MIN. (2) #12 SCREWS EA. SIDE 1/24/2012 II id A&clvn A ENGINEERINGSINCE• 9% R 1 1996 2 1/2"SQ.TUBE 2 1/2"SQ.TUBE 5911 Renaissance Fl.,Suite B Tel:(419)292-1983 TOP MEMBER PEAK BRACE TOP MEMBER PEAK BRACE Toledo,Ohio 43623 Fax:(419)292-0955 2 �� 2 6 z FOR © 3f SEE SCHEDULE �3 �\ 9 31—' �� —�3 'ISO t3:4- r 0. 1 LENGTH SEE SCHEDULE ��` © �• LENGTH I` N \ / ), i 2 I/2"X I BGA.CHANNEL ( 2 1/2"XI5GA.CHANNEL 1\ 24"LG.KNEE BRACE 24"LG.KNEE BRACE �, 2 1/2"SQ. TYP.EA.SIDE W/MIN.(2) 2 I/2"SQ. TYP.EA.SIDE W/MIN.(2) • f TUBE COLUMN #12 SCREWS EA.SIDE O f TUBE COLUMN #12 SCREWS EA.SIDE Z tcmL�,,,d'" 49 (\J O - N 5073 Dallas Hwy W Tel:866-404-7788 Salem,OR.97304 Fax:503-566-8833 2 I/2"X 4GA. I FIN.GRADE OR 2 1/2°X 14GA. FIN.GRADE OR OWNER: f-BASE RAIL TOP of CONC. WEST COAST METAL BLDG. ___„/7-BASE RAIL TOP OF CONC. I I'-8"THRU 25'-8"NOMINAL T \ 11'-8"THRU 25-8"NOMINAL 7 LOCATION: OREGON (I 2'THRU 26'FLOGS.) (12'THRU 20 FLOGS.) REGULAR SINGLE BOW "SB" BUILDING SECTION A--FRAME SINGLE BOW "SB" BUILDING SECTION DESCRIPTION: 12 TO 30 A-FRAME W/LEAN-TO (SCALE:NTS) (SCALE:NTS) DATE: 1/24/2012 2 1/2"SQ.TUBE PEAK BRACE 2 I/2"SQ.TUBE PEAK BRACE PROJECT NUMBER: TOP MEMBER MACHINE BENT-I .E.S. TOP MEMBER ® 3� �3 46 ® 12 MACHINE BENT-TYP.E.S. 037-12-0057 © ' SEE SCHEDULE \ 3� `\�6 DRAWN BY: JMS �� •. LENGTH \\ SEE SCHEDULE ' _`\ \ O I- LENGTH �� CHECKED BY: OA STITCH WELD STITCH WELD �\I \ 2 1/2"X18GA.CHANNEL 2 I/2"X18GA.CHANNEL DRAWING TITLE: 2 I/4"SQ.TUBE TYP. G.KNEE EA.SIDE W/�M N.(2) 2 I/4"SQ.TUBE CE 24"LG.KNEE BRACE f•INSERTED INTO O f INSERTED INTO TYP.EA.SIDE W/MIN.(2) , TYP. BLDG. SECTION 2 1/2"SQ.TUBE #12 SCREWS EA.SIDE 2 1/2"5Q.TUBE #12 SCREWS EA.SIDE N SHEET NO.: 3 OF 9 2 2 1/2"X 14GA. FIN.GRADE OR . :. 2 1/2"X 14GA. FIN.GRADE OR f BASE RAIL TOP OF CONC. BASE RAIL TOP OF CONC. A �sED PRQo� 21'-8"THRU 29'-8"NOMINAL 21'-8"THRU 29'-8 NOMINAL 1 .0'. ' � Fig (22'THRU 30'FLOGS.) I (22'THRU 30'FLOGS.) I �4 l�e Li REGULAR DOUBLE BOW "DB" BUILDING SECTION A--FRAME DOUBLE BOW "DB" BUILDING SECTIONIC # 741 (SCALE:NTS) (SCALE:NTS) INSERT TO BE FULL HEIGHT.FIELD BOLT W/TEYS Q V OREGON #1 2XI"@ 12"C/C-STAGGER OPPOSITE FACE f� 14 ,�,.\'N EXPIRA 1,';4-•,...r,_ -DATE-e, i ''' "' •1/2. ,`f"2 `w, II STEEL SHEATHING 1, I ' A&CIVII.A ENGINEERING• 29GA.CORRUGATED -.44 STRUCTURAL MAOR PAINTED- I I SINCE 1996 MAININ TE RIB HT,NTE I I IMIMI 110 (FY=80KSI)OR EQ. (OPTIONAL SIDE PANELS FOR FULLY ENCLOSED) I 5911 Renaissance Pl.,Suite B Tel (419)292-1983 Toledo,Ohio 43623 Fax:(419)292-0955 I I FOR ,er b41 ., 1 + I /'� ``,```� n `i - r I I II 1 um IIIMI II r a INI I I II I . I I II I c I i G"INTERMEDIATES I I ('l4 Y0 6"ANCHOR IS - SANCHORDSEE 1 REQ Al'END CHEULE BOWS I I I 5073 Dallas Hwy W Tel:866-404-7788 FTG.DETAIL- I') I I SEE SHT.9 .1 Il I I 11 I Salem,OR.97304 Fax:503-566-8833 I _IIItIIIIrII.J OWNER: ,_ i WEST COAST METAL BLDG. LOCATION: OREGON ;EE SHEET 3/9 FOR MAXI SEE SHEET 7/9 FOR SIDE DESCRIPTION: C.....„ ,(' SPACING /' /r' WALL OPENING / 12 TO 30 A-FRAME W/LEAN-TO / LENGTH AS PER CUSTOMER ORDER HORIZ. SIDE ELEVATION / DATE: 1/24/2012 PURLINS SEE (SCALE: NTS) PROJECT NUMBER: SC50-1D.D.sNT.5/9 - \\ I -I037-12-0057 �I 1 -- --- iI IT I I rti DRAWN BY: JMS r JI it it 1I —it ICHECKED BY: OA I I I Ir i lr r �- DRAWING TITLE: -t 1- I- I- 11 -L- - 1- 1 � I „ _III ._ , - , - ,II 1 ( , . . , I SIDE ELEVATIONS CNN\\\ II 11 I I 1 I 4" BGA. I I I l 1 I 440K NAT CHANNEL ae"c/c ` I SHEET NO.: 4 OF 9 II lI 5F-AL-n itT I t -I- -11- 1 t I I tf,44 I- �tNO{#11 e, t I 6"INTERMEDIATE � � O 6"ANCHOR I5 /ANCHOR SEE 74150 REQ'D AT END - SCHEDULE I FTC.DETAIL- _ ---_�+ I- -r --It SEE SHT.9 11/ BOWS • / - L_ JI L IL A r )c I II _, ___. ii, II I I II , .„,_ vI I I , ,, c.:, 7/9 FOR 4/5) ,QgSEE SH SPACNGR MAK,{L SEE LLSIDEWAOPENING / LENGTH AS PER CUSTOMER ORDER nIni `l 411 LAB_ jF / / DATE a v. y7 VERTICAL SIDE ELEVATION 1/24/201. c• (SC'AI F• NTS) STEEL SHEATHING I/8"FILLETXI-I/2"LG. @ 8" (SEE FASTENER SCHED. PURLIN SCIID. C/C STITCH WELD BOTH SIDES FOR ATTACHMENT) GROUND SNOW/ HAT CHANNEL A&A ENGINEERING -STAGGERED-TYP. STEEL SHEATHING 2 LIVE LOAD SPACING CIVIL• STRUCTURAL 2 I 1(SEE FASTENER SCHED.FOR —13 I NO SCREWS REQUIRED —73 ATTACHMENT) I IN BOW BEND 20/20 48"C/C SINCE 1996 NO SCREWS \4111, 1 `' ,iii„, 30/20 45"C/C 5911 Renaissance PL,Suite B Tel:(419)292-1983 REQUIRED IN BOW `- Toledo,Ohio 43623 Fax:(419)292-0955 ç BEND 40/30 36"C/C FORNOTCH LOWER BENT- ROOF BENT: 76°( ) 50/40 36"C/CROOF BENT:(76)11111' FORM SIDES AROUND b GALV. OR EQ.GALV. OR EQ. UPPER BENT-WELD ALL N 1 60/50 30"C/C \ 7oAROUND ( j SLEEVE TOP MEMBER INTO KNEE BRACE P BTM.MEMBER J!!! KNEE BRACE \ I CONT. 29 GA ALUM EDGE I TRIM(OR)OPTIONAL SIDE >��� - PANELS FOR FULL ENCLOSURE 5073 Dallas Ha W Y Tel:866-4047788 REGULAR DOUBLE BOW "DB" Ci REGULAR SINGLE BOW "SD" Salem,OR.97304 Fax:503-566-8833 SECTION DETAIL SECTION DETAIL ® OWNER: 1 1/2"DEPT- 18GA, WEST COAST METAL BLDG. (SCALE: NTS) (SCALE: NTS) (SEE PURLIN SCH'D) ` LOCATION: OREGONil 12 STEEL SHEATHING 2 STEEL SHEATHING 4 DESCRIPTION: —13 (SEE FASTENER SCHED. —13 (SEE FASTENER SCHED. 12 TO 30 A-FRAME W/LEAN-TO FOR ATTACHMENT) FOR ATTACHMENT) ` VIII DATE: A, 1/24/2012 I/8"FILLETXI-I/2'LG. @ - TS 2-I/4X2-I/4- 12GA-6" \ - KNEE BRACE I eo PROJECT NUMBER: 8"C/C STITCH WELD BOTH IIMI SLEEVE SHOP WELDED TO TOP �II SIDES-STAGGERED-TYP. �! AND FIELD BOLTED TO VERT. °�_°' 037-12-0057 °�0 4"- I SGA. TS 2-I/4X2-1/4- I 2GA-6" SAME NUM. OF SCREWS AS HAT CHANNEL DRAWN BY: SLEEVE SHOP WELDED TO TOP BOTTOM SEE SHEET 7/8 JMS CONT. 29 GA.ALUM.EDGE @ 45"C/C AND FIELD BOLTED TO VERT. CONT. 29 GA.ALUM.EDGE t. TRIM OR OPTIONAL SIDE CHECKED BY: OA SAME NUM.OF SCREWS ASI TRIM OR OPTIONAL SIDE PANELS FOR FULLY ENCLOSURE BOTTOM SEE SHEET 7/5 PANELS FOR FULLY ENCLOSURE DRAWING TITLE: KNEE BRACE KNEE BRACE TYPICAL A-FRAME VERTICAL SECTION DETAILS A-FRAME DOUBLE BOW "DB" Cn A-F " " ERAMS SINGLE BOW SB 2.B S CTION DETAILSHEET NO.: SECTION DETAIL SECTION DETAIL 3 (SCALE: NTS) ED! • ii 0 jt (SCALE: NTS) (SCALE: NTS) SEAL $E Sco ds 4. TS 2 I/4x2 I/4-14GA. I z w N\ ` CONT.EDGE TRIM 2 I/2X2 I/2-29GA ALUM CONT. EDGE TRIM 2 I/2X2 I/2-29GA ALUM Co ANGLE ATTACH W/TEKS SCREW W/NEOPRENE/ ANGLE ATTACH W/TEKS SCREW W/NEOPRENE/ ® STEEL WASHER EVERY 2 RIBS AS NEEDED PER STEEL WASHER EVERY 2 RIBS AS NEEDED PER ' FIELD BOLTED- �"'I X jr, I I/2" SHEET MFR.'S RECOMMENDATION SHEET MFR.'S RECOMMENDATION (G)TEKS#1 2X I" ROOF PANELS Ii ROOF PANELS ��t' G TRIM DETAIL ��: a "a BASE RAIL ��� I ���� �q j- :5:1:1°1" COLUMN / BASE RAIL (SCALE: NTS) • r -'qZ/AB'DETAIL FASTENER SCHD. ROOF BENT ROOF BENTF /RAT�TYPE:TEKS#12X I"SCREWS W/NEOPRENE/STEEL (SEE SCHED. FOR TUBE SIZES) (SEE SCHED.FOR TUBE SIZES) SATE,1 (SCALE: NTS) WASHER @ 6"C/C OF CORNER PANEL AND 8"C/C ELSEWHERE-MIN. ONE FASTENER PER SPAN AT EDGE DETAIL EDGE DETAIL 51DELAP PANELS MIN.4"C/C AT EDGE LAP PANELS DAT SIGNED: W/SILICON CAULK IN BETWEEN PANELS (SCALE: NTS) 4 (SCALE: NTS) 1/24/2012 / B / B B B B B B B B B B B 3 g 3 2 1 2 A&A ENGINEERING 3 I CWIL• STRUCTURAI SINCE 1996 r \—, 5911 Renaissance PL,Suite B Tel:(419)292-1983 TS 2 1/2 X 2 /2- I4GA. \ Toledo,Ohio 43623 Fax:(419)292-0955 T521/2X21/2- I4GA. FOR I ( k ' / G"/ I SEE SCHEDULE 1 I SEE SCHEDULE 1 6' G° SEE SCHEDULE SEE SCHEDULE 6" 5073 Dallas H W / / I \ Hwy Tel:866-404-7788 / 29-8"MAX. 29'-8°MAX. XXX Salem,OR.97304 Fax:503-566-8833 / / / OWNER: REGULAR END WALL W/ OPENINGS A-FRAME END WALL W/ OPENINGS WEST COAST METAL BLDG. B B (SCALE:NTS)B B B B (SCALE:NTS) B / / / / B / LOCATION: OREGON DESCRIPTION: 12 12 z z sr— �s 3� 1 ,1' —�3 12 TO 30 A-FRAME W/LEAN-TO ANGLE BRACKET DATE: 1/24/2012 T . PROJECT NUMBER: 4°- I BGA. 037-12-0057 HAT CHANNEL T5 2 I/2 X 2 1/2 @ 48"C/C TS 2 1/2 X 2 1/2 - I4GA. - I4GA. DRAWN BY: JMS ANGLE BRACKET ANGLE BRACKET ® W.2"XI"SCREWS w.2"xl" CHECKED BY: OA PER MEMBER- 4111 SCREWS PER TIP. MEMBER-TYP. e _= DRAWING TITLE: el / END WALL DETAILS BASE RAIL J I �� BASE RAIL J 411) J ANCHOR ANCHOR SHEET NO / 29'-8"MAX. 29'-8"MAX. �- REGULAR END WALL / A-FRAME END WALL Sea bty.�rc� 0 �B`F (SCALE:NTS) (SCALE:NTS) 6.7" �"NG �''Q ��f0 MAX. END WALL OPENINGItt ft ` 74150 v 1 CARPORT MAX. DOOR. HEADER7r 2 I/2"X2 I/2"X 14GA. 2"X2"X2"18GA.ANGLE WIDTH WIDTH SIZE END POST CLIP SECURE TO POST i I I/2"X I I/2"X2"I GGA. 12'-16' 8' TS 2 I/4X 2 1/4- 12GA. WI I/4"X3/4"SDS CLIP ANGLE SECURE TO FASTENERS(2)ON BOW POST AND BASE RAIL \ 2 /2"X2 I/2"X 14GA. BOTTOM AND(2)ON 18' 10' TS 2 I/4X 2 1/4- I2GA. O t414/OREGON HEADER/BASE RAIL �► W/(4) I/4"X3/4"SD5'Sr1 " SIDE(2 REQUIRED) MEM q� 13, ?�� ,,{{�� II _�.,,,�,. 20'-22' 12' TS 2 I/4X 2 I/4- 1 2GA. ��\� I�u�n.�n�u=nan -Al: C I, 10110111111 TS 2 /2"X2 I/2"X 14GA. 24'-30' 14' DBL TS 2 I/4X 2 1/4-14GA. .. .. 1 CONTINUOUS BASE RAIL EXPIRATION DATE:12-31-20- SECTION O MAX. POST SPACING'B'(END WALL SCHEDULE) (SCALE:NTS) G SECTION O (SCALE:NTS) 6 WIND POST SPACING"B" ANCHORS 90- 1 10 5'-0"C/C EVERY OTHER BAY"B" DATE SIGNED: 1/24/2012 I 2 T5 2 I12X2 1/2- 14GA FRAME AROUND i A A&A ENGINEERING 7 CP✓II STRUCTURAL 3 $INCE 1996 POST POST 1 SLEE �� I0x3o 5911 Renaissance Pl.,Suite B Tel:(419)292-1983 RIDGE LINE n WINDOW 1 L Toledo,Ohio 43623 Fax:(419)292-0955 I FOR: ,-,41C-C.Nh ,7,.r 4 A.FILLETXI 'LG.@ TYPICAL 30X30 V C/C STITCH WELD \''1 BOTH SIDES- iI I Pi E _ 21/2"X14GA, ee STAGGERED-TYP. WINDOW FRAMING 1ti , 9 50.TUBE \� X m (SCALE:NTS) �r 5073 Dallas Hwy W Tel:866-404-7788 v m 1 DOOR RAIL 1 Salem,OR.97304 Fax:503-566-8833 (OPTIONAL) rr TS 2 I/2"X2 I/2"- 1 ANCHOR AT 4GA.FRAME OWNER: OPENING,M. I DOOR JAM I AROUND OPENING WEST COAST METAL BLDG. 1 IL 7,_ E.S. OR RAIL IF LOCATION: VARIES I (4) I/4"XI"TEKS OREGON SCREWS-FIELD DESCRIPTION: \ _— I I BOLTED 12 TO 30 A-FRAME W/LEAN-TO /G,/ \ :i:- I DATE: 1/24/2012 jr 12'-O'MAX.OPENING `s.6 `� TYPICAL MAN DOOR F PROJECT NUMBER: 7 � R FRAMING N G 037-12-0057 TYPICAL FRAMING AT SIDE OPENINGS (SCALE:NTS) (SCALE:NTS) DRAWN BY: JMS CHECKED BY: OA TS 2 I/2X2 1/2 BOW RAFTER DRAWING TITLE: 6"LONG T5 2 I/4"X2 SIDE WALL TS 2 I/2X2 1/2 1/4"- I 2GA. NIPPLE W/ OPENING DETAILS 6"LONG 6, 1 8" NIPPLE TO BOW RAFTER (4)SDS FASTENERS T52 I/4"X2 I/4"XI2GA. BASE RAIL 6"LONG TS 2 I/4"X2 I/4" TS 2 I/2"X2 1/2" SHEET NO.: 7 OF 9 NIPPLE W/(4)SDS 1 2G NIPPLE.SECURE BOW BOW POST FASTENERS,(I)ON NEAR 1/8.. 4 POST TO NIPPLE WITH SEAL SIDE,(I)ON FAR SIDE AND _AN= 1 I (2) I/4"X I"SDS FASTENERS (v., PDQ(I)ON EACH SIDE @ 3"UP �� ON EACH SIDE ' 1 TS 2 I/2"X2 1/2" Pc`FROM SPLICE JOINT �I� ��= 14GA.CONTINUO � R �'BASE RAIL Q "jDOUBLE TS 2 I/2X2 I/2 4150 .•HEADER .:11=11.=11-i1=I1=11511=1f=1Plfit • TS 2 I/2"X2 1/2" n.I���1IriLlKllEa-�� I- BOW POST a a=7r�,hi\ I/8" NIPPLE TO \ 3/16" NIPPLE TV BASE RAILBASE RA7 OREGON pc • 3, 20° 'BOW/POST BOW/BASE RAIL BOW/I-IEADER RqL/AB �pS DETAIL 0 CONN. DETAIL e DETAIL rdA°iRATis, II • SCALE:NTS) (SCALE:NTS) ® Sr-„ ( (SCALE:NT5) DATE SIGN 1/24/2012 �� G:i 15 2 I/4X2 1/4- 12GA 12"SLEEVE I i FIELD SCREWS(4) \ \ •,&A ENGINEERING — 144—� TEKS#12X I"ON ' CIVIL• STRUCTURAL 111 Q. ACH MEMBER 010 SINCE 1996 TS 2-I/4X2-1/4- I 2GA-6" 611 1 111 SLEEVE SHOP WELDED TO TOP 11111y15911 Renaissance Pl.,Suite B Tel:(419)292-1983 AND FIELD BOLTED TO VERT. Toledo,Ohio 43623 Fax:(419)292-0955 SAME NUM.OF SCREWS A5 S BOTTOM(SEE COLUMN/ FOR: BASE RAIL DETAIL SHT.5/9) r AV-C-6# .nr 3� Q, ,,, y' CONNECTION DETAIL !` fill ; 1 (SCALE: NTS) TS 2 I/2X2 I/2- 14GA. SINGLE TUBE UP TO 8'-O"POST \ - 0 448/ OO O 2 1/2"X I BGA.CHANNEL 5073 Dallas N •INSERT 2 I/4"X I 4GA.SQ. 24"LG.KNEE BRACEHwy W Tel:866-404-7788 TUBE INTO 2 I/2"XI 4GA.SQ. TYP.EA.SIDE W/MIN.(2) Salem,OR.97304 Fax:503-566-8833 TUBE FOR.POSTS OVER 8'-0" #I2 SCREWS EA.SIDE a OWNER: TS 2 I/2X2 1/2- 14GA. WEST COAST METAL BLDG. MATCH BASE RAIL LOCATION: OREGON fFIN.GRADE OR FIN.GRADE OR TOP OF CONC. TOP OF CONC. DESCRIPTION: Jr' -—} 12 TO 30 A-FRAME W/LEAN-TO SEE SHT.3/9 FOR TYP.FRAME AND SPACING DETAIL 11'-8"THRU 25'-8"NOMINAL MAX' 12'-0" DATE: 1/24/2012 (12'BLDGS.THRU 26'BLDGS. MATCH TYP.FRAME FOR SPACING AND ANCHORAGE PROJECT NUMBER: A-FRAME OR REGULAR "SB" LEAN-TO OPTION s" TS21/4X21/4- IZGA- 037-12-0057 (SCALE: NTS) ' 12"SLEEVE _ FIELD SCREWS(4)TENS \__�_�� #1 2X I"ON EACH DRAWN BY: JMS �IiIIIII``\�•# \ MEMBER CHECKED BY: OA T5 2-I/4X2-1/4- 12GA-6" -111.111 SLEEVE SHOP WELDED TO TOP IIMIII AND FIELD BOLTED TO VERT. DRAWING TITLE: s © SAME BOTTOMOF(SEE COLUMN/ 3AS T 0 BASE RAIL DETAIL SHT.5/9) LEAN-TO OPTION TS 2 /2X2 1/2- 14GA. �1iiiiir � CONNECTION DETAIL SHEET NO.: : •F 9 (SCALE: NTS) a SEN. ��U PROPF ,,4\ X01 C:0 v.ti 2 I/2"XI8GA.CHANNEL 4,/ 24LE KNEE B I MI • £ 74150 �N— TYP.EA.SIDE W/MIN.(2) S r #1 2 SCREWS EA.SIDE TS 2 1/2X2 1/2- 14GA.— Q r MATCH BASE RAIL ' �s OREGON fFIN.GRADE OR FIN.GRADE OR �'QI,/ n(1(J�` � �s TOP OF CONC. ,A�• 3, c- .`vv TOP OF CONC. `iC�Q�ti...A�' G� \_s,c X SEE SHT.3/9 FOR TYP.FRAME AND SPACING DETAIL 27'-8"THRU 29'-8"NOMINAL Jr. MAX. 12'-0" (28'BLDGS.THRU 30 BLDGS. MATCH TYP.FRAME FOR •1'. -' - PI#iATIQd DATE:12-31-20. SPACING AND ANCHORAGE A-FRAME OR REGULAR "DB" LEAN-TO OPTION DATE SIGNED: 1/24/2012 (SCALE: NTS) DRILL 5/8"HOLE THROUGH THE BASE RAIL AND SECURE TO 4"EDGE DIST. 6° ANCHOR EYE WITH 1/2" TS 2 I/2X2 I/2X I 2GAf ir DIAMETER THROUGH BOLT. CONT.BASE RAIL --o.,--/— I/2"0X30"LG.A36 A&A ENGINEERING 4"CONC.SLAB KEINE. I SIDE POST �` GROUND ANCHOR I CIVIL• STRUCTURAL W/GXG-G/6 WWF IBASE RAIL 2"WASHERS �1��,_ 2"WASHERS A , BASE RAIL �' SINCE 1"" '"(E11 —1 f=1 I I I III F=1--- U I1' U U I II �\ —III=III III—III 5911 Renaissance Pl.,Suite B Tel:(419)292-1983 _/ ' 1=�ll—I 9 9 5 p�tj Hem=I— i III=III= Toledo,Ohio 43623 Fax:(419)292-0955 TOP OF SOIL OR m m tr�5 1—I 11=1 I I MEM 1=1 I I FOR CONCRETE SLAB 1/2 0 N o :v Q I H—I 11— �1� o 111=111=1 11 co440, 0 0 A \ 1—I I I—II I,, !a, III—III r I'-0° I 3-#4 CONT. Z\: 111E1III— 111-111-9 / � N Nin X V _—Ill-1 1 1 I ' 111=111 ( y i TIE DOWN ENGINEERING III—III- 1/2"ROD AND 4"HELIX EYE o o BASE OPTIONAL ANCHOR 1.=1I 1=1 I-111=111 a —III / ANCHOR. (2)4"O o st ON CONC. SLAB SECTION III—III— a 1 III—_ CONC.FTG. ,�' 1=111—I II 111111 BY OTHERS �rL�iG Z z (SCALE:NTS) a 4"EDGE DIST. \ 1=111=T I — — 11111 1 111/11/11 5073 Dallas Hwy W Tel:866-404-7788 III , III—I 1 1=I 1 1 III-I I I� Salem,OR.97304 Fax:503-566-8833 OPTIONAL MOBILE HOME W/4"CON6XG-C.SLAB REINF. I —"I III—" OWNER: 6/6 WWF 18"0 FOR 12'THRU 20'BLDG. 11 BASE RAIL 24"0 FOR 22'THRU 30'BLDG. WEST COAST METAL BLDG. ANCHOR FOR SAND/CLAY A (SCALE:NTS) ��� 11 \ UNDISTURBED SOIL LOCATION: OREGON L BRACKET 2 I/2"XS"x1/8° SWIVEL HEAD z t r PIN ANCHOR DETAIL ON DESCRIPTION: TS 2 I/2X2 I/2X14GA CONCRETE PIER FOOTING 72 TO 30 A-FRAME W/LEAN-TO CONT.BASE RAIL n _ II I A \ EXISTING i 1'-0" I 3-#4 CONT. NOTE: (SCALE,NTS) DATE: 1/24/2012 x X ON LEVEL GRADE,DIG A 24'0 HOLE 42"DEEP AT EACH PROJECT NUMBER: GRADE ASPHALTTION BASE RAILS OVER HOLES ORIlint• ALTERNATE, FRAME AND DROP A GROUND AANCHOR POINT. INCCHOR THROUGH EACH HOLE IN 037-12-0057 -1117+7-111=111 111 11111�'I 11=1" FLUSH W/ CONC. BASE RAILS.FILL EACH HOLE W/2500 PSI CONCRETE. UNDISTURBED SOIL 1' DRAWN BY: JMS (SCALE:NTS) SOIL CLASSIFCATIONS:* 6, .< SIDE BY:00 OA HP9-A SIDE POST SOIL CLASS SOIL DESCRIPTION DRAWING TITLE: (3/4"0X3G"BAR) 12"SLEEVE 2 VERY DENSE 4/OR CEMENTED ASPHALT ANCHOR SEE ANCHOR SANDS,COURSE GRAVEL AND HP9 SCHD. I/4"X I"TEKS COBB]FS,COLLCHE,PRELOADED ANCHORAGE OPTIONS (3/4"0X29"BAR) BASE RAIL SCREWS SILTS AND CLAYS ROCK ANCHOR SEE SHT.5 3 1.111.1.11.111111.111... MEDIUM DENSE COARSE SANDS, SHEET NO.: (4)3/4"WIDE X I/8" n I. SANDY GRAVELS,VERY STIFF SILTS, A F 9 THICK TABS AND CLAYS 4 LOOSE TO MEDIUM DENSE SANDS, ST' Pilo � OPTIONALCONC.SLAB ORFIRM TO STIFF CLAYS AND SILTS 4, 1-14(314444) �P FO• ASPHALT/ ROCFOOTER W/MIN. I2" ALLUVIAL K FILL AND VERY WIDE X AS PER L LOOSE TO 0 CS ANCHOR DETAIL OL AL CODE(I 2"DEEP MEDIUM DENSE SANDS,FIRM TO ,f' 74150 MIN.)RAT WALL ALL AROUND(BY OTHERS) STIFF CLAYS AND SILTS,ALLUVIAL it . r (SCALE:NTS) SECTION A-A FILL ANCHOR SIZE OPTIONS SCHEDULE SCALE:NTS HELICAL ANCHOR SHALL BE APPROVED FOR USE IN SOIL WIND SPEED(MPH) CLASSIFICATIONS 2,3,AND 4. CARPORT "TAKEN FROM HUD'STANDARD FOR INSTALLATION OF v OREGON REMARKS MOBILE HOMES" �4' qA. 90 - 1 10 WIDTH NOTE: 13 2p0 I: SEE SHT.2 AND C FOR ANCHOR REQUIREMENTS �'f'IL!AB ', �O I/2"0X20" THRD. ROD EMBED IN CONC ALL SIZES 2: ASSUMED SOIL BEARING CAPACITY IS 1500 PSF 2 I/2"0X7" INSERT W/EPDXY IN CONC. ALL SIZES 3: CONCRETE STRENGTH TO BE 2500 PSI AT 28 DAYS 3 I/2"0X7" EXPIRATION Dr1� 1?-?1-2 EXPANSION BOLTS ALL SIZES WEST COAST METAL BLDGS. IS NOT RESPONSIBLE FOR GROUND AND/OR CONCRETE(SUPPLIED BY OTHERS) DATE SIGN®: `} 1/2"0X7" WEDGE ANCHORS IN CONC. ALL SIZES ASPHALT/ROCK ANCHORS(OPTIONAL ANCHOR TYPE) 1/24/2012 ilAA&A IN CWIL ENGINEERING 3" I I SINCE 1996 Y —I I SEE ANCHOR SCH'D 5911 Renaissance PI.,Suite B Tel:(419)292-1983 SIDE POST Toledo,Ohio 43623 Fax:(419)292-0955 BASE RAIL - FOR — 111-111 III-111-I 111=111=1 - "' 1E111—III —111-111 _ _ Jr _ 1�1=ISI � ° a I�1=1�I=1a4 g ,/ I-111-111 td° —111-111 sot1:uto' 111-111— ! 111-111=1 - E-111177---111 I ° —11=11 v O CONC. PIER FOOTER 5073 Dallas Hwy W Tel:866-404-7788 111-111=' ° ! ° 111-'F-T111------11 C Salem,OR.97304 Fax:503-566 8833 1-111=111 a =111=111 OWN ER: Ill-111— III=1 WEST COAST METAL BLDG. I-111-111 ° `—\=III LOCATION: Ill—III _ �__�1 _ OREGON _ I _ _ I/2"0X30"ROD —III-111=_ I—III—_ CONC. FTG. DESCRIPTION: ,1 11,I I I I I III—''I,'1 I I 11— BY OTHERS 12 TO 30 A-FRAME W/LEAN-TO ..O DATE: 1/24/2012 18"0 FOR 12'THRU 20 BLDG. FOUNDATION ELEVATION 24"0 FOR 22'THRU 30 BLDG. (SCALE:NTS) PROJECT NUMBER: UNDISTURBED SOIL 037-12-0057 NOTES: DRAWN BY: ,IMS I I. CONCRETE PIERS SHAM BE REQUIRED AT ALL CORNER POSTS CHECKED BY: AND AT EVERYOTHER POST BUT SHALL NOT EXCEED I 0-0C/C OA PIN ANCHOR DETAIL O N CONCRETE PIER FOOTING SPACING IN ANY DIRECTION DRAWING TITLE: SCALE: NTS 2. All OTHER POSTS WITH NO CONCRETE PIER ANCHOR SHALL BE ANCHORAGE TYP.AT EVERY ANCHORED POST ANCHORED TO THE GROUND W1TH 3/4x30'LG.ROD.RODS SHALL HAVE A WELDED NUT AT TOP AND ONE COAT OF RUST PROVE PRIMER PAINT. SHEET NO.: 9 OF 9 3. ASSUMED SOIL BEARING CAPACITY IS TO BEA MIN. 1500 PSF SEAL E�'S`p PROfF 4. CONCRETE STRENGTH TO BE A MIN.OF 2500 PSI AT 28 DAYS ��*� tMOHI c5'% ft 74150 1.7 ANCHOR SIZE OPTIONS SCHEDULE Ilk • VVIND SPEED(MPH) CARPORT 90 110 REMARKS WIDTH OREGONI I/2"0X20" THRD. ROD EMBED IN CONC ALL SIZES lam^ `''9i � 13, 2O 2 1/2"0X7" INSERT W/EPDXY IN CONC. ALL SIZES `/�Tki ABU 3 I/2"0X7" EXPANSION BOLTS ALL SIZES 4 I/2"0X7" WEDGE ANCHORS IN CONC. ALL SIZES EXPfRATION DATE__-12_3.1_201___ _ DATE s1GNW: 1/24/2012 4"EDGE DIST. ilA A&CA ENGIN• STRE UERING 4'EDGE DIST. SL CTURAL Sma..1996 4"CONC.SLAB KEINE. WI CX6-6/C WWF 4"CONC. SLAB REINF. A ii BASE RAIL WI 6X6-6/6 WWF 5911 Renaissance Pl.,Suite B Tel:(419)292-1983 111 A ,p,, Toledo,Ohio 43623 Fax:(419)292-0955 ��� m III \ I Isommi7aiII BASE RAIL FOR: A �v 1 F 1'-O" I 3-#4 CONT. • X X A \ � '; 1'_0 3 -#4 CONT. , ; BASE OPTIONAL ANCHOR '� A� ON CONC. SLAB SECTION ALTERNATE, FRAME FLUSH W/ CONC. 5073 Dallas Hwy W Tel:866-404-7788 (SCALE: NTS) Salem,OR.97304 Fax:503-566-8833 (SCALE: NTS) OWNER: 6" WEST COAST METAL BLDG. I SIDE POST LOCATION: 12"SLEEVE OREGON SEE ANCHOR DESCRIPTION: SCHD. I/4"X 1"TEKS 12 TO 30 A-FRAME W/LEAN-TO Al SCREWS- BASE RAIL-I= SEE SHT. 5 DATE: 1/24/2012 I ' PROJECT NUMBER: 037-12-0057 DRAWN BY: JMS CONC.SLAB OR FOOTER W/MIN. 12" WIDE X AS PER LOCAL CODE(12"DEEP CHECKED BY: OA MIN.) RAT WALL ALL AROUND(BY OTHERS) SECTION A-A DRAWING TITLE: SCALE:NTS ANCHORAGE SHEET NO.: F 9 ANCHOR SIZE OPTIONS SCHEDULE sEAlit D PROD �N+C��C��a4 .c*, to WIND SPEED(MPH) BASE ANCHOR ALTERNATE ANCHOR CARPORT PR REMARKS 'v°� 74150 16- -- • 90 - I 1 0 90- f l 0 90- I 1 0 I I/2"0 7° 5" INSERT W/EPDXY IN CONC. ALL SIZES 2 I/2 0 7" 5" EXPANSION BOLTS ALL SIZES /// 3 f/2"0 Z 5' WEDGE ANCHORS IN CONC. ALL SIZES OREGON e),`inn/ 13,20�c30 NOTE 49ACI AB\�P I. PROVIDE A MIN.OF(I)ANCHOR AT-*6"FROM CENTER OF EACH POST 2. ALL ANCHORS SHALL BE A307 OR BETTER I EXPIRATION P!-_ ' 3' 3. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN. 1500 PSF 12-13 /ZOI 3 4. CONCRETE STRENGTH TO BE A MIN.OF 2500 PSI AT 25 DAYS' DATE SIGNED: 1/24/2012 DRILL 5/8"HOLE THROUGH THE BASE RAIL AND WEST COAST METAL BLDGS. IS NOT RESPONSIBLE FOR A&A ENGINEERING SECURE TO ANCHOR EYE TS 2 I/2X2 I/2X 1 2GA GROUND AND/OR CONCRETE SUPPLIED BY OTHERS) i III III CIVIL• STRUCTURAL WITH I/2"DOMETER CONT. BASE RAIL THROUGH BOLT. ew ASPHALT/ROCK ANCHORS(OPTIONAL ANCHOR TYPE) SINCE e 2"WASHERS ��1,� 2"WASHERS 5911 Renaissance PI.,Suite B Tel:(419)292-1983 !TAMP! Toledo,Ohio 43623 Fax:(419)292-0955 =111E-111i=1I I I I ,III—'' FORs " N. TOP OF SOIL OR o , CONCRETE SALE v m m , , 1/2"0 O N m /I OO 11 t + Nin TIE DOWN ENGINEERING io I/2"ROD AND 4"HELI?( 444/1.0 EYE ANCHOR. (2)4"0 O O OW n MOBILE HOME/ 5073 Dallas Hwy W Tel:866-404-7788 Z s ASPHALT ANCHOR Salem,OR.97304 Fax:503-566-8833 OWNER: MOBILE HOME ANCf10R I/2"0X30"ROD WEST COAST METAL BLDG. III FOR SAND/CLAY LOCATION: OREGON (SCALE:NTS) DESCRIPTION: NQS FOUNDATION ELEVATION 12 TO 30 A-FRAME W/LEAN-TO HEUCAL ANCHORS ARE NOT TO BE USED IF DRIVING TORQUE (SCALE:NTS) DATE: INTO GROUND IS LESS THAN 150 FT-LBS OR DONT MEET ONE NOTES: 1/24/2012 OF THE FOLLOWING SOIL CLASSIFCATIONS. I. MOBILE HOME ANCHORS SHALL BE REQUIRED AT ALL CORNER PROJECT NUMBER: POSTS AND AT EVERY OTHER POST BUT SHALL NOT EXCEED 037-12-0057 I 0-0"C/C SPACING IN ANY DIRECTION. DRAWN BY: 2. ALL OTHER POSTS WITH NO MOBILE HOME ANCHOR SHALL BE JMS iiiN ANCHORED TO THE GROUND WITH 1/2'x30'LG.ROD.RODS CHECKED BY: SHALL HAVE A WELDED NUT AT TOP AND ONE COAT OF RUST OA 1 PROVE PRIMER PAINT. DRAWING TITLE: 3. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN. 1500 PSF 4. CONCRETE STRENGTH TO BE A MIN.OF 2500 PSI AT 28 DAYS ANCHORAGE SOIL CLASSIFCATIONS:• ` SOIL CLASS SOIL DESCRIPTION SHEET NO.: 2 VERY DENSE 4/OR CEMENTED 9 OF 9 SANDS,COURSE GRAVEL AND COLTBBI F9,S AND CLAYS OLL HE,PRELOADED sou � sO P R o ' 1 SI3 MEDIUM DENSE COARSE SANDS, i 0— op \/O SANDY GRAVELS,VERY STIFF SILTS, i # 74150 '' AND CLAYS 4 LOOSE TO MEDIUM DENSE SANDS, , -- FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL AND VERY LOOSE TO lir MEDIUM DENSE SANDS,FIRM TOOREGON STIFF CLAYS AND SILTS,ALLUVIAL /1 TO , 13, 2CPb' 0 'PTIONAi MMA-35 FILL. 9RALI AB -\6\c° CRS •S 1 'I '`` O // HEU ICHOR SHALL BE APPROVED FORJJSE IN SOIL"; 4 ".` CLASSIFICATIONS 2,3,AI-D 4. 2 1/3�'0 33" R&DS ""ak � XPIRATIO� ATC.1 9_ ,_9r,� (SCALE:NTS) *. TAKEN FROM`HL '„r NDARD FOR INSTALLATION DATESIGNED: "s ° Mldll:�HOMES" _ 1/24/2012 -, ,,� Y