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PRE— MANUF. ROOF TRUSSES 0 24" O.C. <br />}" 4 —PLY COX PLYWD. NAILED W /8D R/S NAILS 6" O.C. ON <br />EDGES & 8" O.C. IN FIELD. USE }" STEEL PLYCLIPS, #15 FELT <br />AND 30 YR. ARCH. SHINGLES, PROVIDE ADEQUATE VENTS, PER <br />CODE. <br />SIMPSON HETA 16 TRUSS ANCHOR OR EQUIV. 0 ALL TRUSS TO <br />MASONRY WALL CONNECTIONS <br />CONT. VENTILATED SOFFI <br />ALUMINUM FASCIA W111' ALUM. EAVE DRI <br />2X6 SUBFASCIA <br />TOP COURSE GROUT FILLED KNOCK —OUT <br />BLOCK W11 #5 REBAR CONT. <br />PRECAST 'U' LINTEL OVER WINDOW & DOOR <br />OPENINGS LESS THAN 6' -0" <br />(ADD 1 #5 IN 3000 PSI CONCRETE OVER <br />OPENINGS OF 6' -0" OR MORE) <br />8" CONCRETE BLOCK WALL - TYP. <br />STUCCO FINISH <br />ADD 2 " +/- OF 3000 PSI <br />CONCRETE REINFORCED W <br />FIBERMESH TO LEVEL EXISTING <br />SLAB <br />EXISTING FOOTING <br />12 <br />41 <br />NO FINISHED CEILING <br />#5 VERT. REBAR IN 3000 PSI CONCRETE <br />FILLED CELL W/25" MIN. OVERLAP, SEE <br />PLAN FOR LOCATIONS <br />TYPICAL WALL SECTION <br />SCALE: 1/2"=V-0" <br />' -0" <br />F . B . C . PLANS & <br />T. L . HANSOM <br />SEAL <br />THEODORE MISS <br />ENGINEERING SERVICE, INC. <br />& ASSOCIATES INC. <br />I hereby certify that I have reviewed this plan and found it to be in <br />/ <br />35150 COLONY HILLS DR <br />ZEPHYRHILLS, FL. 33541 <br />WIND ZONE <br />110 MPH <br />38351 COUNTY RD. 54 <br />+ CONSULTI ENGINEERS <br />compliance with design requirements of the Florida Building Code, 2007 <br />460 <br />GARAGE <br />SCALE <br />ZEPHYRHILLS, FL. 33542 <br />ENGINEERING BUSINESS NO. [85850 <br />Post OfRc• 9os 1718 <br />edition, including 2009 supplements. <br />,� <br />TOLL FREE/ FAX 1 (866)824-7894 <br />00H1 AS Florida N. PE <br />(S51) 521 -5948 THOMAS L HANSOM, PE <br />L� <br />P.E. I;<38654 <br />DRAWN MC <br />WYLINE MCMILLAN <br />DATE <br />09/27/10 <br />SHEET <br />6 OF 7 <br />