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09-1027-021
23/32 APA RATEP EXPOSURE 1 CDX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. AT PERIMETERS @ 6" O.C. THRUOUT n16. roil %All n 4n.4 KIAll Q /l %Mmr%-J%nlv 1.116011jr. IV W /8-10d NAILS INTO LEDGER &4- 10d NAILS INTO JOIST U 1115 Lbs G 1505 Lb& 2 "x 6" W/ 4- 12d NAILS INTO TRUSS BOTT. CHORD AT EA. JOIST SIMPSON MSTAM36 W/ 9 -10d NAILS INTO 2 "x 10" LEDGER AND 5- 1/4 "x 13/4" TITEN SCREWS INTO CONC. 2 "x 10" W/ 12d NAILS @ 4" O.C. INTO EXIST. TRUSS TOP CHORD @ 3 -12d NAILS AT EACH WEB. SECTION 1 SCALE: 3/4' =1'-0' S -202 2 #5x2' -6' LNG. "MIN DOWELS INTO EXIST. FOOTING IN EPDXY (V EMB.) MATCH TOP OF FOOTING ° v° p° NEW CONC. FOOTING EXISTISTING FOOTING TYPICAL NEW CONC. FOOTING TO EXISTING FOOTING CONNECTION SCALE: 3/4"= 1' -0" EXIST. MASONRY WALL OR CONC. COLUMN NEW TIC OR SC A A O A d A Ac A ° 6" NEW MASONRY WALL #5 012' DOWELS INTO EXIST. MASONRY OR CONC. IN EPDXY EXIST. WOOD TRUSSES EXIST. 8" CMU WALL No. 9 WIRE MASONRY REINF. @ 18' O.C. TYP. NEW COL. TO EXIST MASONRY OR CONC. COLUMN DETAIL N. T. S. EXISTING BEAM EXIST. V naa�%AUO Ir- AAIAII Q SECTION 2 SCALE: 3/4" = 1' -0" NEW BEAM ° v i �1 vl pl I al 2 #5 X 3' -6" LONG DOWELS DRILL INTO EXIST. BEAM AND SET IN EPDXY EXISTING BEAM TO NEW BEAM TYPICAL CONNECTION SCALE: 30 -1'-0" 23/32 APA RATEP EXPOSURE 1 CDX PLYWOOD SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. AT PERIMETERS @ 6" O.C. THRUOUT u FMA77S] C.A.No. 3160- M.A. SUAREZ & ASSOCIATES, INC. CONSULTING ENGINEERS, 4889 SW 75TH AVENUE Phor9, lii`5- 280.0383 MIAMI, FLORIDA 33155 FOc 30C•280.0384 ^ MAS JOB No. 0932 ^ Mario A. Suarez. PE. 25414 'F Gl�` y�11,O1t4G DEPT •� aP�v�'�� -0 F 0 0 ,- ^^ U W ^^ ~ vai ^ _ CD M U � �o 'w CO) N o —8 Q ti '00 C O 0 L- H °' d a � c , U O `- E L ,0 Crn CD O o o = C O 2 r0 • M O Q W n. d a a Q o m No Q � 0 N T CL L C) Z ¢ cd v ^0 ~ F— w 0 a 0 0 0 0 !� WIN 5 ,T � t N ii'� '0 1 O 0 0 0 w w Z W w r ; 22 7 = 2 E) fj) CD CO LO 0 0 0 0 w w F- a w o w x O U) ti m LO 0 0 0 0 DATE: 9130/2009 DRAWN BY: MCA CHECKED BY: MAS REVISIOM PROJECT NWBER: 2009 -08 SHEET: $ -202 OF o © COPYRIGHT 2009 0