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SVR Lot 4 Block 2 <br />ENG. ROOF TRUSSES <br />TRUSS ANCHOR ROOF SHINGLES ® 24" 0. <br />SEE ROOF FRAMING PLAN —� <br />SEE NOTES 5.18 <br />& 5.19 SHEET S-1) <br />FOR R00 NAILING <br />SPECIFICATIONS <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 />e <br />a <br />INSULATION BAFFLE <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 />R-19 (MIN.) <br />FIBERGLASS INSULATION. <br />3 1/2" 2500 PSI CONC. SLAB w/ <br />FIBER MESH ON 6 MIL <br />V.B. LAPPED AND TAPED <br />COMPACTED, <br />BARS CONT. <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 />#5 BAR w/ 25" (MIN.) <br />LAP SPLICE (GROUT CELL <br />SOLID) SEE FLOOR PLAN <br />FOR REINFORCED CELL <br />LOCATIONS _ <br />L <br />#5 (MIN.) DOWEL <br />EPDXY -SET w/ SIMPSON r <br />SET EPDXY (OR EQUAL) <br />W/ 6" MIN. EMBEDMENT <br />r <br />L <br />DRILL 3/4" Ox6" DEEP <br />(MIN.) HOLE INTO EXISTING r <br />FOOTING MAINTAIN 5" (MIN.) <br />CnIc nICTAAIPU cr <br />a ;• <br />17-11--T- <br />4 <br />MASONRY WALL <br />EXISTING <br />lip" <br />CONCRETE <br />-FOOTING <br />z <br />N <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 RETROFI T 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" TYP. CLEAR ROOF TRUSSES (TYP) <br />SLOT Q RIDGE (SEE <br />VENT MFR'S INSTRUCTIONS) <br />REVIEWED FOR COMPLIANCE WITH THE <br />WIND LOAD PROVISIONS OF THE 2004 <br />B RIDGE VENT DETAIL FLORIDA RESIDENTIAL CODE (FRC) & <br />FLORIDA BUILDING CODE (FBC) (w/ <br />S-4 SCALE: N.T.S. 05 & 06 SUPP <br />+F ��� � � _ ING. IN <br />ALL OTHER DE a QIS3 rL 3420 <br />THE RESPONSI -�N # 92 8 <br />1 I F� AT _ <br />2008 <br />L. JASON BERGER, P.E. DATE <br />PE# 64003 <br />L. JASON BERGER PE# 64003 <br />00 <br />_ cn M <br />u� <br />b N <br />r— <br />CN <br />M g `. <br />s� <br />W <br />0 w <br />J_ <br />J <br />Q a <br />LU z <br />p � w <br />0 <br />Q C o <br />d z <br />Z <br />3 <br />•� O <br />g <br />a <br />SHEET NO. <br />SA <br />