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r <br /> . MANUFACTURED BY: <br /> 1,---..11.j.!im„„....„,7................ ..77.... ..z..........i:..... 11 1 1. <br /> 1,_____...t.......__;44,:i..,.......:..... <br /> i It. ,114:z..,11 • ,....... ....•---,•-7.-1!--.... -.• :.... .,;.i. <br /> ...ndr <br /> `o .,.,..,,,- 5232 Salem Dallas Hwy NiX/ <br /> i: % . • Salem,OR.97304 <br /> Tel:1-866-404-7788,Fax:1-50.3-566-8833 <br /> ENGINEERED BY: <br /> REGULAR / A-FRAME ' III <br /> . 20'-0" WIDE ___..o.ENGINEERING <br /> CIVIL•STRUCTURAL <br /> CARPORT STYLE BU1LD1NG5 5911 Ranauaance Flaac,Suite B•Toledo,OH 43628 <br /> Tal.419-294.1988•Fax.419-292-0955 <br /> wnnv.aa-cnginccrs.ccan <br /> ' DRAWING INFORMATION <br /> DESIGN NOTES DESIGN CRITERIA DRAWING INDEX PROJECT: 20'-0"WiPE BUILDINGS <br /> 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: IBC 2012 COVER SHEET 1 LOCATION, STATE OF WASHINGTON <br /> WiTH ISC 2012,OSHA,AISC 360,ASCE 7-10,AWSD 1.1 CODES USE GROUP: U(CARPORTS,BARNS) SCHEDULES&MEMBER PROJECT NO.: 057-15-1154 <br /> RiSK CATEGORY: I SHEET TITLE: <br /> AND ALL APPLICABLE LOCAL REQUIREMENTS. SECTIONS 2 <br /> 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 1. DEAD LOAD(D) D=4 PSF FRAME SECTIONS&DETAILS 3-A,3-13 COVER SHEET <br /> 2. ROOF LiVE/SNOW LOAD(Lr) <br /> FOUNDATION DETAILS SHEET. Lr=20-70 PSF SPACING SCHEDULES- <br /> (AS PER SNOW LOAD) SHEETNO.: 1 / 11 <br /> 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME &ENCLOSURE NOTES 4 <br /> 3. SNOW LOAD(5) <br /> MAY BE SUBSTITUTED WiTH MATERIAL EQUAL OR GROUND SNOW LOAD Pg=20-90 PSF PURLIN&GiRT SCHEDULES 5 DRAWN BY: LAK DATE: 10/6/15 <br /> IMPORTANCE FACTOR Is=0.8 CHECKED BY:OAA DATE:10/6/15 <br /> EXCEEDING ORIGINAL. 4, WIND LOAD(W) SHEATHING OPTIONS 6 <br /> 4. ALL SHOP CONNECTIONS SHALL SE WELDED BASiC WiND SPEED Vulr=105-180 MPH SIDE WALL FRAMING LEGAL INFORMA`rION <br /> N OF 11115 <br /> CONNECTIONS. <br /> EXPOSURE C O <br /> &OPENINGS 7 PART 5STRICRYFORBI FORBIDDEN. INRAWING <br /> ANtONE DOING 50WILL <br /> • 5. SEISMIC LOAD(E) BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. <br /> 5. ALL FiELD CONNECTIONS SHALL BE TEKS,#12(1/4"X1"). DESIGN CATEGORY D END WALL FRAMING -DRAWINGS VAUD OF TO I YEAR FROM DATE OF ISSUE. <br /> 6. STEEL SHEATHING SHALL BE 29GA.CORRUGATED GALV. IMPORTANCE FACTOR le=1.00 &OPENINGS 8-A,843 SEAL: <br /> OR PAINTED STEEL-MAIN RID HT.3/4"(FY=80KSI)OR EQ. LOAD COMB1NATIONS: CORNER BRACING DETAILS 9 ps' AB U,Y <br /> 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS 2. +(0.6W OR t0.7E) OPTIONAL LEAN-TO ADDITION 10 Q'� 0. \ AS�j�,�, <br /> SHALL BE GRADE 50 GALVANIZED STEEL. 3. D+0.75\(0.6W OR±0.7E)+0.75(Lr OR 5) FOUNDATION OPTIONS 11-A TO 11-P 4,1''''.. <br /> fc4' ,'V 0 <br /> 8. STRUCTURAL TUBE T52 1/2"X2 1/2"-14GA.IS EQUIVALENT 4. 0.60+(0.6W OR+0.7E) 4' {'_ O <br /> ti <br /> TO T52 1/4"X2 1/4"-12GA AND EiTHER ONE MAY BE USED iN cio ,, F <br /> LIEU OF THE OTHER. <br /> 40277 <br /> /� CUSTOMER/� INFORMATION DESIGN LOADS BUILDING INFORMATION <br /> _/ CERTIFICATION VALID! �e ' �FGZSTER�C ti+�c <br /> v'+�V to f •(•�V'1�c. 20 <br /> Ell-FRAME NOTICE Ss).ONAL G <br /> OWNER: {�`� ��L){ `i��.r GROUND SNOW:35 WIDTH: FRAME TYPE: �� <br /> ADDRESS: ^ ^'- _ `t lq, ❑oRREGULAR DATE OF ISSUE:'I 0/08/2117 S <br /> 2` ` ey, I k Ewa ROOF LIVE LOAD: 5� LENGTH: �V FULL \ <br /> W VVV���......��� VVV \ Ewa <br /> ENCLOSURE ❑ PARTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 11/09/2016 <br /> CiiTYPE: VALID FOR ONE YEAR FROM DATE OF ISSUE <br /> W ABASIC WIND SPEED: I HEIGHT: t2 ❑ OPEN DATE SIGNED: OCT 06 2015 <br /> f - <br />