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�r'li�tAaR�RA�'hggRv: ' ��.Aw <br />� II S •�4� <br />f <br />a <br />v <br />N <br />0 <br />N <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />REINFORCEMENT <br />REMARKS <br />LONG, <br />TRANS. <br />WF-24 <br />20" X 16" <br />(2)#5's (HORIZ.) <br />#4's @ 48" O.C. (VERT.) <br />MONO FOOTING <br />WINDOW - DOOR - MASONRY OPENING SCHEDULE <br />MARK <br />SIZE <br />REINFORCEMENT <br />REMARKS <br />VERT. OR BASE E <br />DESCRIPTION <br />C1 <br />5'-4"w. X 4'-4"h. <br />245 <br />SHT. A2-01 <br />MCK OPENING <br />DETAIL MASONRYBLOCK <br />© <br />T-4"w. x 4'-4"h. <br />245 <br />©/ SHT. A2-01 <br />MASONRY BLOCK OPENING <br />DETAIL#A SIM <br />C3 <br />4'-0"w. x 4'-4"h. <br />245 <br />©/ SHT. A2-01 <br />DETAIL #A SIMCK OPENING <br />® <br />2'-4"w. x T-4"h. <br />245 <br />SHT. A2-01 <br />MASONRY BLOCK OPENING <br />DETAIL#A SIM <br />© <br />6'-0"w. x 6'-8"h. <br />245 <br />D13 SLIDING GLASS DOORS <br />MASONRY BLOCK OPENING <br />DETAIL#A SIM <br />OC6 <br />T-4"w. x 6'-8"h. <br />2-#5 <br />D05 SIDE ENTRY DOOR <br />O <br />MASONRY BLOCK OPENING <br />DETAIL #A SIM <br />C <br />3 4n w. x 6'-8-h. <br />245 <br />D01 FRONT ENTRY DOOR <br />MASONRY BLOCK OPENING <br />DETAIL#A SIM <br />FOUNDATION PLAN NOTES: <br />1. FOUNDATION PLAN DIMENSIONS ARE TO FACE OF CONCRETE <br />OR CENTERLINE OF BEARING, AS SHOWN. <br />2. ALL CONNECTORS SPECIFIED SHALL BE SIMPSON STRONG TIE <br />3. ALL CONCRETE TO BE 3,000 PSI MIN, <br />4. ALL WOOD JOIST AND GIRDERS TO BE SOUTHERN YELLOW PINE <br />5. REFER TO BUILDING SECTIONS FOR HURRICANE CLIPS AND GIRDER <br />JOIST CONNECTIONS <br />6. SOIL UNDER BUILDING TO BE TREATED FOR SUB-TERRANEAN <br />TERMITES <br />FOOTING ,OPENING SCHEDULE <br />Al SCALE: N.T.S. <br />6X6 Wl AXW1.4 WWF SOPTIONAL ALUM. <br />OR FIBERMESH OTHERS @ PA^TIO <br />GRADE <br />Kz <br />THICKENED SLAB PORCH EDGE <br />C SCALE�-N. T"S. <br />lx P.T. BASE NAILER - <br />4"x4" INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />c <br />E <br />BASEBOARD <br />N STANTARD90°HOOK <br />6x6 W1.4xW1.4 WWF <br />N <br />(M <br />zo Z_ <br />�7- <br />31/2' MIN.6 MIL <br />POR �/ \ <br />BARRIER <br />3-1/2" (3,000 P.S.I )GONG. SLAB W/ <br />6"X6"-W1.4XW .4ORFIBER <br />�V \ <br />/ <br />3" " <br />MESH ON 6 MIL VAPOR BARRIER <br />CLEAN COMPACTED TERMITE <br />IN. C/ CLEAN POISONED AND COMP. <br />OVER TREATED FILL <br />16" SOIL. COMPACTED TO 95%MODIFIED <br />PROCTOR ASTM D1557) <br />(2) #5 REBAR CONT. MONO FOOTING, TYP. <br />ON 3" CHAIRS TYP. CONTRACTOR TO PROVIDE SOIL TREATMENT <br />U.N.O. DOCUMENTATION TO INSPECTOR FOR REVIEW. <br />TYPICAL <br />WALL SECTION <br />E <br />SCALE: N.T.S. <br />SEE SPECS FOR LINTEL SCHEDULE <br />ALL OPENINGS: <br />3/16" TAPCONS W/ <br />1 1/4" MIN. EMBEDMENT INTO MASONRY <br />(REFER TO N.O.A. FOR ATTACHMENT) <br />1 X 3 PT BUCK (MIN) <br />1 X 4 PT BUCK (MIN) FOR DOORS <br />PRECAST CONCRETE SILL <br />FRONT DOOR BUCK DETAIL <br />SCALE'. N.T.S. <br />rn <br />a <br />LLI <br />Y <br />U <br />F=- <br />W <br />_ <br />0 <br />gg <br />FINISH CONCRETE FLOOR <br />N <br />� <br />SAW CUT o <br />W/6 X 6 W.W.M. <br />t 1 <br />I <br />C <br />Al <br />0 <br />CONTROL JOINT <br />(O�SCA�LEKT.S. <br />TRUSSES SEE UPLIFT SCHEDULE <br />TOP COURSE <br />8"X8"X16" CONC. <br />K.O. BLOCK W/ <br />1X6 PT POURED CONC. & <br />145 REINF. CONT. <br />PRECAST CONC. <br />LINTEL W/ <br />REINFORCING <br />TEMPERED OOR TRACK <br />GLASS (SEE FLOOR PLAN) <br />NOTE: <br />USE CLEAN, POISONED AND <br />COMPACTED SOIL TO BE COMPACTED <br />4' CONCRETE SLAB W/ TO 95% MODIFIED PROCTOR ASTM <br />6"X 6" W1.4W1.4 WWF D1557 <br />1-1/2" STEP DOWN, TYP. <br />• <br />• s <br />4" CONCRETE SLAB W/ <br />A T T BEDi <br />,� " ` 6"X 6" W1.4W1.4 WWF <br />OF CAULK NOTE: INSET TRACK <br />RACK <br />. FROM OUTSIDE FACE <br />OF BLOCK <br />(2) #5 CONT. <br />SL. GL. DOOR <br />D <br />SCALE: N.T.S. <br />A <br />IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. W <br />w=0 <br />Lj m N <br />a0� <br />3-p <br />0 W <br />Z _ <br />v wMETALI <br />#5 CONT. BARS ON 3" CHAIR <br />I. <br />n . <br />I 4 STEP. DO <br />N. f <br />C5 <br />(TYPICAL @ PERIMETER WALL <br />\' ' \S ) <br />I <br />n <br />SLOPE DOWN. <br />DQ .1/8 .PER <br />OT <br />I <br />i. <br />I_ <br />i <br />( <br />�. <br />CONC.PORCH. <br />I. <br />.17,6.5/8, .. - <br />17'-6 5/8n <br />1.7-6 5/8.n <br />1 A. <br />(OPTIONAL). <br />i <br />f <br />B <br />- <br />I <br />I <br />f <br />FLAT sLaa FOR. <br />l <br />GROUND FL 00.R <br />- <br />1 01 <br />L <br />0 <br />• <br />.. <br />I <br />3.5" CONCRETE SLAB 3 000 PSI <br />(, <br />WELDED W <br />L D IRE MESH PLACED IN IDDLE <br />LIVING.AREA . <br />28 DAYS W/ 6x6x W1.4xW1.4 <br />) <br />TO UPPER 1/3 OF SLAB . ' .. <br />CONTROL JOINT TYP. SEE . <br />w " <br />I DETA L B .T I <br />H S SHE!*T . I. <br />4 <br />I <br />k <br />q <br />O <br />, . <br />DEPTH OVER 6 MIL POLYETHYLE E <br />VAPOR BARRIER. POISON <br />L' M <br />. � <br />f. <br />SOIL. COMPACT SOIL TO 95%PE ASTM <br />D 1556. BEARING <br />i <br />CAPACITY TO BE 2,000 PSF. MIN. 1 APE <br />ALL JOINTS IN VISOUEEN,. . . <br />{'. <br />I <br />f <br />TYPICAL, UNLESS NOTED OTHER VISE. <br />16 <br />. x 20"D. MONO FOOTING W/ 2 <br />�) N f <br />i . <br />. <br />• <br />#5 <br />ONT. BARS ON 3" METAL CHAIR U. <br />[CAL PERIMETER WALL) �. { <br />• <br />� <br />I := <br />CONC.. PORCH <br />(TY <br />@ <br />.• <br />• <br />4 STE <br />LOP <br />I <br />•I <br />L <br />3 DOWN <br />" E <br />DOWN:. RERFbO <br />i <br />L <br />I <br />J <br />C. <br />_4 <br />- <br />f <br />L <br />L <br />M <br />EXPANSION JOINT, TYP.. <br />f <br />f <br />i <br />I <br />CONTROL JOINT,. TYP. SEE <br />i <br />f . .. .. <br />DETAIL "B" THISSHEET <br />i <br />. <br />f <br />.: <br />.. <br />I <br />1 <br />I <br />I <br />I <br />I <br />C <br />i <br />C C3 . <br />�. <br />C3 <br />(� <br />3 f <br />C3 <br />I <br />I <br />• <br />. L. <br />.. <br />WF-24 . WF=24 <br />WF 24 ' WF-24 <br />i <br />WF-24 WF-24 <br />4'-8" <br />4'-0" <br />5'-4" <br />4'-0" <br />10'-8" <br />4'-0" <br />5'-4" <br />4'-0" <br />4'-0" <br />4'-0" <br />2'-8" <br />1 l'-61 /8" <br />1'-4" <br />M.O. M.O. <br />E <br />N-20"') <br />FOUNDATION PLAN <br />I <br />SCALE: 1 /4" =1'-0" <br />HOSE BIB <br />ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF <br />STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD <br />SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE <br />REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. REINFORCING BARS SHALL BE OF 4" DEEP COND. UNIT <br />INTERMEDIATE GRADE CONFORMING TO ASTM A615, MINIMUM GRADE 40 (U.N.O.). RUN REINFORCING CONCRETE PAD <br />BARS CONTINUOUSLY, LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS <br />AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, REINFORCING STEEL MUST BE LOCATED <br />AT THE SPECIFIED DISTANCES TO PREVENT STRUCTURAL FAILURES. REINFORCED CONCRETE <br />MEMBERS SHALL HAVE THE PROPER CLEARANCE PROVIDING MINIMUM CONCRETE COVER. THE <br />CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: <br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, 3" CONCRETE EXPOSED TO EARTH <br />OR WEATHER; #5, W31 OR D31 AND SMALLER 1 Yz" CONCRETE NOT EXPOSED TO WEATHER OR IN <br />CONTACT WITH GROUND/SLABS/JOINTS; #11 AND SMALLER %" BEAMS, COLUMNS; <br />I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/z" PER FBC, CONCRETE SLABS -ON -GROUND <br />CONTAINING 6 x 6 W1.4 x W1.4 WELDED WIRE REINFORCEMENT FABRIC LOCATED IN THE MIDDLE TO THE <br />UPPER ONE-THIRD OF THE SLAB. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH <br />APPROVED MATERIALS OR SUPPORTS AT SPACING OF 3 FEET OR LESS. WELDED PLAIN WIRE <br />REINFORCEMENT FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A1064/A1064M CARBONSTEEL <br />WIRE AND WELDED WIRE REINFORCEMENT, PLAIN AND DEFORMED, FOR CONCRETE. <br />WELDED WIRE FABRIC (WWF) SHALL BE 6" X 6" - W1.4 X W1.4. MESH MADE OF WIRE HEAVIER THAN W4 <br />SHALL BE FURNISHED IN IN FLAT SHEETS CONFORMING TO ASTM A185. ALL VERTICAL REINFORCING <br />BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL <br />SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL <br />BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 30" _ (#5). <br />FOUNDATION SLAB NOTES <br />H SCALE: N.T.S. <br />4'-0" <br />A <br />�p <br />18,-4" . <br />20'-8" <br />VANITY <br />MASTER. <br />BATH <br />VANITY <br />9.'-8" . ' . <br />TLT, <br />9'=4'.' <br />CV <br />ih <br />v <br />ENTRY <br />CONTROLJOINT,TYP, SEE <br />DETAIL. "B" THIS.SHEET <br />518" <br />FINISH FLOOR ELEV: = XX:' <br />•EXPANSION JOINT; TYP:, ' <br />SEE DETAIL.THIS SHT.'. <br />PLUMBING -SLAB PLAN <br />scnLE. va._rn. <br />� ®■ II <br />e�\ <br />o <br />EXPANSIO. 'JOINT, TYP. <br />SEE DETAI THIS SHT:. <br />1 T-6 <br />Neftila <br />16'-10" <br />20'-0" <br />1►Is] :4 m <br />ENTRY <br />FRONT PORCH <br />CONTROL. JOINT,. T`FP.. SEE <br />DETAIL ."B" THIS SHEET <br />HOSE BIB <br />7r <br />all <br />z <br />� <br />E <br />J <br />� <br />C/� <br />J <br />(n <br />0 <br />cD <br />Q <br />cp <br />I-eU LLJ <br />C> <br />_ <br />v <br />�¢ <br />r__ <br />coH <br />F <br />W <br />W <br />N <br />J <br />Q <br />0 <br />0 <br />0 <br />U <br />U <br />0 <br />V) <br />W <br />V) <br />J <br />a <br />U <br />J <br />U <br />U <br />z <br />J <br />J <br />N <br />U <br />U <br />i <br />N <br />SHEET NUMBER <br />0 Al-01 <br />0 4 OF 12 <br />