Loading...
HomeMy WebLinkAboutPermit Building 2016-04-29(2) NEW 12k14' OFENIN65, SEE DETAIL 3151D NEW 6" THICK — COWRETE 5LAEI S4I3LEY 5T. (F! BUILDING BUILDIN6 OUTLINE _ SIA NaF TO SCALE N 3 BUILDING OUTLINE 51.0 SCALE, IN' = P-0' BENT PLATE ', 5EE 5/51.0 A307THROUS14 T5 TYP. CONCRETE r4P WALL TYP. 3 GONG. FLOOR NOTICE. THIS PERMIT SHALL EXp 1 i � f follow," 6 vIy' regon taw requires you to o � Ion Center adopted Thoserul®rag Oregon (2) NEW Akl4 51.0 OAR 95.001-Op1 p through ©AR 95 t torth SEE DETAIL 3/510 0090. You may obtain co callingthe centi�-s of the rules by number for thee, (Dote the te6=phone Genu:; ;. yol; Clt'l;ty fV(i1caiion ?-234q), 2 LEST ELEVATION 51.0 SCALE, 4321= 1�-0• 7" VERIFY THICKNE55 AND GALL ENGINEER IF DIFFERENT (FJ CONCRETE TILT -IIP NALL CCONCALLK IAL d Q 1/2" A307 THROUGH trBOLT5 IYR MIA NON -SHRINK GROUT 1/4" BENT PLATE TYP. SEE DETAIL 6/51.0 FIR s 14,062 1� OREGOt! G 2 c3 .® <Y ^a. 1 NOTE5 1. CUT (FJ CONCRETE WALL TO CREATE 12' WIDE X 14' TALL OPENING. DO NOT OVER CUT THE GORWF5. 2. PROVIDE 5H0RINO DURING CONSTRUCTION, PRIOR TO INSTALLATION OF BENT PLATE OPENING FRAME. 3. BENT PLATE TO BE A5T7,f A36 5TEEL. 4. WELD ELECTRODE TO BE E7OXX. 5. USE NON -SHRINK NON-METALIG 6ROUT 4 TYPICAL BENT PLATE HEADER SECTION 5 CONNECTION DETAIL Sf� 5cAL 1/2' = 1, 01 51.0 SCALE. I'- P-01 1/4" BENT ?--12 PLATE TYPICAL .IAhB $ HEADER SECTION SCALE: 1' 7 1'-0' ENGiHEERS� Goll AAtlGIwGV.-BBI[AAG MAGA ApIYEPpGL4Yp�E PIIItlAIX6 2350oo"mom W" , surae ms Eu9ene.OreBon.7401 (590485-8383 FA% (641)486-63&1 www.sswe�gineenmm 0 Q m �p W zQ�o wz=-I a—U)w 0� J 11- tz J= x U) �) REVISIONS 11 WALL OPENING em 130