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EXISTING ROOF & <br />ROOF STRUCTURE <br />TO REMAIN (INCLUDING <br />ROOF STRUCTURE ATTACHMENT <br />TO MASONRY WALL) 7 <br />REVISIONS <br />NO DATE DESCRIPTION <br />EXIST. P.T. 1 x4 -- <br />SMOKE/DRAFTSTOP <br />TO REMAIN <br />NEW I' G.W.B. ON P.T. 1x2 <br />FURR'G. STRIPS <br />0 16" o.c. MAX... <br />INSTALL r RIGID <br />INSULATION BD. <br />BTWN. FURR'G. <br />EXISTING FASCIA <br />& SOFFIT TO <br />REMAIN <br />tlt�, 7 <br />EXIST. TOP COURSE <br />(CONC.-FILLED & REINF. <br />W/ CONT. REBAR) TO <br />REMAIN <br />EXIST. PRECAST CONC. <br />LINTEL TO REMAIN <br />REMOVE EXIST. WINDOW <br />& PRECAST SILL <br />NEW 8x8x16 <br />CONC. MASONRY UNITS <br />(CUT AS REO'D. TO FIT <br />OPENING) W/ TYP. r <br />TYPE 'S' MORTAR JOINTS <br />IF APPLICABLE: INSTALL NEW <br />STUCCO FINISH TO MATCH <br />EXISTING. INSTALL PER ASTM <br />C 926 (TYP.) <br />MASONRY OPENING IN — FILL DETAIL <br />DESIGN AND WIND CRITERIA <br />(FBC 6th EDTION 2017 RESIDENTIAL) <br />Address: <br />5737 18th Street <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed (V) <br />150 mph <br />Building Classification <br />RISK Category II <br />Wind Importance Factor (1) <br />1 <br />Wind Exposure <br />C <br />NOTE: <br />THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND <br />INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED TO <br />COMPLY WITH THE FLORIDA BUILDING CODE 6th EDITION <br />2017 RESIDENTIAL, SECTION R 301.2.(1) WITH A (3 <br />SECOND WIND GUST). <br />MASONRY NOTES <br />1. DESIGN AND CONSTRUCTION SHALL CONFORM TO <br />THE SPECIFICATIONS OF THE <br />CONCRETE MASONRY ASSOCIATION AND ACI 318. <br />2. MINIMUM MASONRY UNIT STRENGTH: FM 1350 psi. <br />3. MORTAR SHALL BE TYPE 'S'. <br />STRUCTURAL NOTE <br />1. IF WINDOW OPENING WIDTH IS LESS THAN 6'-2" <br />WIDE, NO VERTICAL STEEL REINFORCING IS REQUIRED <br />WITHIN NEW MASONRY IN -FILL. <br />SCALE: N.T.S. <br />Pour next 4" concrete slab with min. 3,000 p.s.i <br />fiberme or "opt" 4" conc. slab w/ 6 x 6 x 10 x 10 <br />w.w.m. er 6 mil. vapor barrier over termite <br />treated d compacted clean fill. <br />Cap xisting concrete slab to bring slab up to <br />the xisting finish floor house elevation. <br />PI a 6 mil. vapor barrier over existing <br />eon to slab before capping slab with <br />FOUNDATION PLAN <br />51. <br />SLAB TO ,SLAB TIE—IN: <br />Where a new concrete slab butts up against an <br />existing concrete slab, use 1 - #5 rebar doweled <br />perpendicular into the existing concrete slab a min. 4" <br />set in epoxy grout @ every 32" o.c. and leave a min <br />of 4" perpendicular where the new concrete slab will <br />be poured. <br />Indicates 1 - #5 vert rebar in a <br />conc. masonry block cell filled and <br />tamped solid with conc., hooked <br />into the bond beam above and the <br />conc. slab / fig below with a 25" <br />min. lap splice (typ). <br />321- O" <br />2(0 - O" / ,2ra �� <br />r-- ell <br />Indicated either a door or <br />window location (typ). <br />.9 <br />� I <br />I <br />— <br />._ S I -0, <br />as I <br />I '9 L <br />I <br />I 8" x 16" conc, ftg. w/ I <br />2 - #5 rebars cant. w/ a <br />I 8" x 8" x16" conc block I _ <br />I stemwail above or "opt." I I <br />I 12" x 16" mono ftg. w/ <br />I 2 - #5 rebars Cont. 9 I <br />TZ Ic K Na- V, <br />I 4 I w <br />2(.0 - O " <br />5 1- <br />Lz� <br />M <br />K. <br />8"xl: <br />coat. I <br />uJ <br />N <br />footia8 w/ 1- #5 <br />P)• <br />I C, � � '\ ­ 24 " x 24" x 12" conc pad <br />W/ 3 - #5 reban each way <br />121- O(typ). <br />4 <br />A a C <br />b <br />aQe <br />a c <br />N <br />a <br />0 <br />e� o <br />A en ec <br />4 <br />e 6 F. <br />w <br />go <br />a <br />a� <br />a� N <br />-C <br />0 <br />pM,Q00 <br />d? �On C4 <br />aaCMU,o <br />c M o - 'Q co <br />A E CM <br />> 00 - :2 c <br />M .0 crj 'm 'C _O <br />L Z �. m ts J- <br />0) Cl a. <br />LV 3 UF- <br />3cyQ>CO <br />c >, E <br />67 <br />�iEEmC�o�i <br />N O N <br />,U 0M�CO� <br />s <br />NCO C <br />�F—� o <br />.�--� qq <br />Q,) cc <br />v, M <br />Z (� co <br />Q <br />00 <br />V t <br />v �+ <br />Z c4e) a <br />N <br />0 L1) N <br />D <br />JOB NO. <br />5737 18TH STREET <br />DATE <br />MARCH 23, 2019 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. I <br />SCALE: 1/4" = 1' - 0" <br />A-3 <br />