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SVR Lot 19 Block 3 <br />ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) <br />. <br />TRUSS ANCHOR ROOF SHINGLES ®24"0.LAP SPLICE (GROUT CELL <br />SEE ROOF FRAMING PLAN SOLID) SEE FLOOR PLAN <br />R-19 (MIN.) FOR REINFORCED CELL- T - <br />SEE NOTES 5.18 FIBERGLASS INSULATION. LOCATIONS r <br />& 5.19 SHEET S-1) ; <br />FOR R00� NAILING L <br />SPECIFICATIONS #5 (MIN.) DOWEL ••• <br />INSULATION BAFFLE EPDXY -SET w/ SIMPSON r- -7 <br />SET EPDXY (OR EQUAL) MASONRY WALL <br />W/ 6" MIN. EMBEDMENT <br />STUCCO FINISH. <br />APPLIED PER ASTM C 926 <br />25" MIN. LAP SPLICE <br />PROVIDE INSPECTION <br />HOLE ® EACH DOWNPOUR <br />APPROX. GRADE <br />PROVIDE 12" <br />MIN. COVER <br />SEE FOUNDATION PLAN FOR SIZES <br />ami <br />..4e <br />1/2" GYPSUM BOARD <br />K.O. BLOCK BOND BEAM POUR <br />SOLID W/ 1 - #5 BAR CONT. <br />EACH MIN. LAP =25" <br />FILL W/ 3000 psi CONCRETE. <br />#5 BAR VERT. WALL REINFORCEMENT <br />SPACED PER FOUNDATION PLAN <br />EMBED ACI STANDARD HOOK 6" IN <br />BOND BEAM. GROUT CELLS SOLID <br />8" x 8" x 16" CMU <br />3 1/2" 2500 PSI CONC. SLAB w/ <br />FIBER MESH ON 6 MIL <br />V.B. LAPPED AND TAPED <br />A TYPICAL WALL SECTION <br />S-4 SCALE: N.T.S. <br />SEE ENG. FOR <br />NAILING DETAILS <br />2X4SPF <br />(MIN) BLOCKING <br />BOTH SIDES <br />OF VENT <br />DRILL 3/4"0x6" DEEP <br />(MIN.) HOLE INTO EXISTING <br />FOOTING MAINTAIN 5" (MIN.) <br />EDGE DISTANCE ; .• t <br />EXISTING <br />CONCRETE <br />,FOOTING <br />z <br />co <br />NOTE: <br />CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE <br />DUST USING COMPRESSED AIR & A NYLON BOTTLE <br />BRUSH BEFORE EPDXY IS INSTALLED. <br />C RETRORT DOWEL DETAIL <br />S-4 SCALE: N.T.S. <br />RIDGE VENT: FASTEN <br />TO ROOF PER MFR'S <br />INSTALLATION INSTRUCTIONS <br />15# ROOFING FELT <br />- 7/16" OSB ROOF SHEATHING <br />FIBERGLASS ROOF <br />SHINGLES <br />TOP CHORD OF ENG. <br />1-1 /2" <br />TYP. CLEAR <br />ROOF TRUSSES (TYP) <br />SLOT @ <br />RIDGE (SEE <br />VENT MFR'S INSTRUCTIONS) <br />REVIEWED FOR COMPLIANCE <br />WITH THE <br />WIND LOAD PROVISIONS OF <br />THE 04 <br />B RIDGE <br />VENT DETAIL <br />FLORIDA �+ <br />simG.1NC. <br />S-4 <br />FLORIDA <br />342033 <br />SCALE: N.T.S. <br />05 & 06 <br />�1ON-#(� <br />ALL OTHE IGN <br />SHALL BE <br />THE RESPONSIBILITY <br />06TRACTOR <br />L. JASON E1pL&[dRGER Kk04003 <br />PE# 64003 <br />0 w <br />w <br />J_ 6 <br />J <br />Q a <br />LU <br />p � w <br />i <br />0 <br />Q a3 o <br />z <br />u 4 <br />K <br />Z <br />N <br />5 <br />a <br />SHEET NO. <br />S-4 <br />