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'cl H. <br />12'-0" <br />3'-0" il'-U'i 3'-6" <br />us <br />cn <br />to <br />i <br />I <br />c* <br />cli <br />C* <br />11 <br />C? <br />Lo <br />o? <br />;T <br />I <br />1 EXISTING FLOOR PLAN SCALE: 1/4"= l'-O" <br />WALLSCHEDULE <br />EXISTING WALLS <br />NEW 2x4 WALLS <br />NEW 8" CMIJ WALLS <br />SQUARE FOOTAGES <br />EXISTING LIVING AREA 1, 300s. f. <br />NEW LIVING AREA 536s.f. <br />TOTAL 1,836s.f. <br />WINPOW000K NOTE: <br />ANYWHERE A PORTION OF WALL HAS AN <br />OPENING IS <br />LISTED FIRST BY WIDTH, THEN BY HEIGHT. <br />6' — 8" OVERALL <br />3068 OPENING HEIGHT <br />3'-0" OVERALL---// <br />OPENING WIDTH <br />CTR. <br />= CENTERED IN WALL OR OPENING <br />B. F. D. <br />= BI—FOLD DOORS <br />H.S. <br />= HORIZONTAL SLIDER <br />EXT. <br />= EXTERIOR <br />S. C. <br />= SOLID CORE <br />FRCH <br />= FRENCH DOORS <br />CRK. <br />= ALUMINUM CRANK OUT WINDOW <br />JAL. <br />= JALOUSIE GLASS <br />S. H. <br />= SINGLE HUNG <br />D. H. <br />= DOUBLE HUNG <br />CASE <br />= CASEMENT <br />TEMP <br />= TEMPERED GLASS <br />OBSC. <br />= OBSCURED GLASS <br />OPN. <br />= OPENING <br />ABV. <br />= ABOVE <br />S. L. <br />= SIDE LIGHT <br />TRANS. <br />= TRANSOM <br />S.C. <br />= SOLID CORE <br />W. R. P. <br />= WOOD RAISED PANEL <br />S.S. <br />= SINGLE SLOPE <br />PIMENSION NOTES: <br />1. ALL MASONRY DIMENSIONS ARE FROM 8"W. ASSUMED FACE OF <br />BLOCK, CORNER OF BLOCK OR EDGE OF SLAB. <br />2. ALL FRAME DIMENSIONS ARE FROM A MASONRY TIE OR TO <br />CENTERLINE OF WALL OR OPENING. <br />3. EXTERIOR OPENINGS ALLOW FOR 2" BILATERAL MARGIN. <br />CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, MARGIN <br />BEYOND 2" MUST BE VERIFIED BY ENGINEER OF RECORD. <br />4. ALL INTERIOR OPENINGS ARE SHOWN WITH FULL 4" RETURNS, <br />CENTERED, OR DIMENSIONED OTHERWISE <br />f'f'\OJECT NOTES: <br />1. THIS PROJECT IS FOR THE CONSTRUCTION OF A NEW ONE <br />STORY RESIDENCY. <br />2. ALL H.V.A.C. LAYOUTS, CALCULATIONS AND PRODUCT <br />INFORMATION BY OTHERS. <br />3. ALL WINDOW OPENINGS ARE TO BE PROTECTED FROM WIND <br />BORNE DEBRIS BY APPROVED TEMP. IMPACT GLASS PER CODE. <br />C? <br />3'-2"x3'-2" <br />-FROSTED- <br />1111111:111111131 311111101111111 <br />r Ism. <br />imm. <br />9'-1 1/2" 1, 4'410 1/2" <br />t <br />C? <br />C? <br />Ko <br />BEDROOM #2 <br />13'-2"xl4'-6" <br />=77 <br />1� BATH <br />8'- OL" 4 .-O.l <br />0 <br />U' <br />9 <br />N <br />zo <br />c� <br />in <br />c� UTILITY o? <br />�y) <br />8'-O"x6'-3" <br />m ca <br />C/) z <br />Lo <br />04 <br />UJ U) <br />z W <br />0 <br />co z <br />L0 <br />cli <br />3: U) <br />W U) <br />Z W <br />w <br />2 <br />E <br />0 <br />Z <br />L0 <br />U) <br />W U) <br />z LU <br />Lu <br />EXIST WINDOW--/ <br />OPENING TO BE <br />FRAMED IN USING co <br />2x P.T. SYP #2 <br />111-91, <br />BEDROOM #1 <br />W <br />I <br />1 l'-O"xl l'-4" <br />00 <br />(o <br />c) <br />Lo >_ <br />—NEW EGRESS WINDOWS <br />TO BE INSTALLED <br />EXIST DOOR OPENING <br />TO BE FRAMED IN <br />BEDROOM #2 <br />W.H. ON SHEL <br />ABOVE SINK <br />BEDROOM #1 <br />NEW EGRESS WINDOW <br />TO BE INSTALLED <br />LIVING <br />EXISTING <br />PAVERS <br />6x6 P.T. <br />POST TYP. <br />3 0 EXISTING <br />ASPHALT <br />DRIVEWAY�, <br />U) 04 <br />U) <br />w <br />of = <br />OT <br />w ;T <br />z: =x <br />U) T-O" 2'-6" <br />04 6-0" <br />6X6 P.T. <br />—4//--POc;T TYP. <br />V <br />C�' <br />12 <br />0"F <br />2 .1 x <br />15-11 Qo <br />op <br />LIVING <br />DRILL & EPDXY (1) #5 REBAR <br />18" LONG INTO 6" DEEP HOLE EXISTING <br />INTO EXIST CMU WALLSA PAVERS <br />24"O.C. TO K.0 COURSE V' �o <br />6x16 P.T. <br />P C <br />OST TYP. <br />nimmir, <br />m- - - __ <br />6'-0" <br />8'-6" T-0" <br />2 PROPOSED FLOOR PLAN <br />C, <br />IF <br />DINING <br />9 <br />c;i <br />2c <br />CD <br />M <br />Zia <br />Lu <br />L cc <br />9z <br />r zt <br />9z <br />11-01 <br />cr <br />ENGINEER <br />ALLEN GEZELIVIAN <br />16502 HANNA RD. <br />LUTZ, FLORIDA 33549 <br />PH. (727) 845-8133 <br />PE 59180 <br />pascobprint@microd-com <br />�01 E-4-K S­ c_j . <br />. . . . . . . . . . . . . <br />-al <br />STATE C r <br />0 R <br />S/O'N­AA_'�� ol <br />I 0—T—T <br />PROJECT NO. 18-026 <br />OATE: 12/20/19 <br />SHEET NO. <br />Al mO <br />FLOOR PUNS <br />10'-6" <br />SCALE: 1/4" = I'-D" <br />