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Home My WebLink AboutFloor Plans & ElevationsEXISTING INSULATION EXISTING CEILING JOISTS %" DRYWALL CEILING Y2" DRM EXISTINGL INSULATION 3/4" T&G PLYWOOD UBFLOOR, SCREWED AND GLUED EXISTING FLOOR JOISTS TYPICAL WALL SECTION SCALE: 3/4" = l'-O" NEW NEW VINYL MATCI 510E SCALE: 1/4" = 1'-0" ROOF RAFTERS °XISTING OL 4TE R-30 ICYNENE OPEN CELL INSULATION SIDING TO MATCH EXISTING OVER TYVEK OVER PLYWOOD SHEATHING EXISTING WOOD STUDS @ 16" O.C. EXISTING SILL PLATE OL FINISHED FIRST FLOOR TO ALIGN WITH EXISTING EXISTING P.T. SILL PLATE CONTRACTOR TO VERIFY FOOTING LEVATION WINDOWS NEW VINYL SIDING TO NEW VINYL 'H EXISTING MATC ELEVATION SCALE: 1/4" = I'-0" fROT EL SCALE: 1/4" = 1'-0" D5L JOIST LINE OF ADDITION ABOVE - w - w' 0 m 0 m ! N ! N N N N N 2x10 FLOOR JOISTS r ® ib" O.G. I N _ N N N N N� 4x4 POST OVER 12" DIA. CONCRETE SONOTUBE,TYP r � UJI °D CO 0 61 CU x N' N NI 0 LINE OF V- PLATFORM ABOVE L--� „ EXISTING RESIDENCE LINE OF EXISTING RESIDENCE FRAMINCz PLAN SCALE: 1/4" = P-0" ALL WALL SHEATHING TO BE NAILED AS FOLLOWS: 4" CC W/ imd NAILS AT ALL EDGES 6" OC W/ Udd NAILS AT ALL INTERIOR PANEL BEARING POINTS DOOR AND FRAME SGHEDULE DOOR MATL NOTES MARK SIZE WD H6T THK MATL 6LAZIN6 I 31.0111 6'-8" I 13/4" VINYL I IMPACT H I NDON SGHEDULE MARK SIZE TYPE MATERIAL NOTES Width HE16HT I 3'-0" 4'-b" SH vMYL IMPACT, WINDOW HEIGHT TO MATCH EXISTM 0 Mm ELECTRIISAL LEGEND j = SINGLE SWITCH = MULTIPLE SWITCH = WALL OUTLET GFI=0 = GROUND FAULT CIRCUIT INTERRUPTER WALL OUTLET -e = SINGLE WALL OUTLET ® = 220 CIRCUIT = SURFACE MOUNT LIGHT FIXTURE = WALL MOUNT LIGHT FIXTURE FO = RECESSED LIGHT FIXTURE V.P.❑O = VAPOR PROOF RECESSED LIGHT FIXTURE O = MINI RECESSED LIGHT FIXTURE ® = SMALL FLUORESCENT LIGHT FIXTURE ® = LARGE FLUORESCENT LIGHT FIXTURE Q = EXHAUST FAN EF. F0Q = EXHAUST FAN d LIGHT COM50 Er-. = SMOKE DETECTOR = CARBON MONOXIDE DETECTOR FLOOfR FL AN SCALE: 1/4" = F-0" 17E51CN CRITERIA U PER F5C - 2020'lTH EDITION 2) USE 6 OCCUPANCY R-33 3) CONSTRUCTION TYPE V 4) RISK CATEGORY II ULTIMATE DESIGN WIND SPEED 150 5) EXPOSI1W C, ROUGHNESS G 6) COMPONENTS < CLADDING CWORSE CASE) ROOF +33.6 -40.5 WALLS +34.4 -42.1 (GAR I>O� +43.07b PER R3012(3) X 121 FACTOR UJ74LL LEGEND EXISTING WALLS TO REMAIN 0 NEW 2x WOOD STUDS 0 16" O.C. EM CBS WALL INFILL STRUCTURAL NOTES: * SOIL BEARING CAPACITY MIN. 2500 PSF * ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN, COMPRESSIVE STRENGTH OF 2500 PSI AT 20 DAYS. * ALL REINFORCING STEEL SHALL BE GRADE roO MEETING ASTM €;PEGS A-roB * MIN. GONG. PROTECTION FOR RE -BARS: FTGS: 3" BEAMS, 11/2" SLABS: 1" * LAP REINFORCING BARS 30 INCHES MINIMUM , ' Architecture AA26003774 517 SW HALOLL APUE POPT SAINT LUCK LL. 3495� 772-800-5700 www1b�dr6te(turecom Mark S McCree 0 1 a Mark S McCree 2022.04.07 21:31:17-04'00' cc 0 LL w 0 rr z a Co Z<0 Q LL 0 w w U zzW w > N^^ ran Q u J V ) 04.07.2022 Kylslons: "% TOM L COM5 UNT MT[ SMIT TITLE: FLOOR PLANS AND ELEVATIONS EXISTING INSUL EXISTING CEILING 5/a' ORYWALLC /2 EXISTINGL INSULATION 3/4" T&G PLYWOOD \ UBFLOOR, SCREWED AND GLUED EXISTING FLOOR JOISTS TYPICAL WALL SECTION SCALE: 3/4" = 1'-O" f�f�irl NEW VINYL MATE ROOF RAFTERS °XISTING 4TE R-30 ICYNENE OPEN CELL INSULATION SIDING TO MATCH EXISTING OVER TYVEK OVER PLYWOOD SHEATHING EXISTING WOOD STUDS @ 16" O.C. EXISTING SILL PLATE FINISHED FIRST FLOOR TO ALIGN WITH EXISTING EXISTING P.T. SILL PLATE CONTRACTOR TO VERIFY FOOTING SIDS ELEVATION SCALE: 1/4" = 1'-0" WINDOWS VINYL SIDING TO ';H EXISTING ELEVATION SCALE: I/4" V-0" NEW WIN NEW VINYL SIDI MATCH EX FfRONT ELEVATIOr SCALE: 1/4" = 1'-0" DEL JOIST LINE OF ADDITION • ABOVE 1 Q w - w' m g m e N _ N x - X CU N N N 2x10 FLOOR JOISTS 0 = Q m = w m CU N m x N cx N I —4x4 POST OVER 12" DIA. CONCRETE SONOTUBE, TYP m ml 9 N N N NI 0 LINE OF v PLATFORM y ABOVE mm EXISTING RESIDENCE LINE OF EXISTING RESIDENCE FRAMING PLAN SCALE: 1/4" - 1'-0" ALL WALL SHEATHING TO BE NAILED AS FOLLOWS: 4" OC W/ imd NAILS AT ALL EDGES 6" OC W/ lmd NAILS AT ALL INTERIOR PANEL BEARING POINTS DOOR AND FRAME SGHEDULE DOOR MATL NOTES MARK 51ZE WD H6T THK MATL 6LAZIN6 I 3'-0" 6'-S" 13W 1 VINYL IMPACT H I NDON SGHEDULE MARK SIZE TYPE MATERIAL NOTES Width HE16HT 1 Y-0" 4'-6" SH VINYL IMPACT, WINDOW HEIGHT TO MATCH EXISTING W1 I 9 NEW LIVIN 16ROOM O 6 O D1 W1 EE o(D $ = SINGLE SWITCH = MULTIPLE SWITCH = WALL OUTLET GFI=Q = GROUND FAULT CIRCUIT INTERRUPTER WALL OUTLET -e = SINGLE WALL OUTLET ® = 220 CIRCUIT = SURFACE MOUNT LIGHT FIXTURE = WALL MOUNT LIGHT FIXTURE ❑O = RECESSED LIGHT FIXTURE v.P.0 = VAPOR PROOF RECESSED LIGHT FIXTURE O = MINI RECESSED LIGHT FIXTURE ® = SMALL FLUORESCENT LIGHT FIXTURE ® = LARGE FLUORESCENT LIGHT FIXTURE Q = EXHAUST FAN Er-. FQ = EXHAUST FAN 4 LIGHT COM50 Er-. = SMOKE DETECTOR G� = CARBON MONOXIDE DETECTOR SCALE: 1/4" = 1'-0" LAN DESIGN CRITERIA 1) PER FBC - 2020 1TH EDITION 2) USE 4 OCCUPANCY R=3 3) CONSTRUCTION TYPE V 4) RISK CATEGORY II ULTIMATE DESIGN WIND SPEED 150 5) EXPOSUMGZ" E ROUGHNESS G 6) COMPONENTS 4 CLADDING 7WOR5E CASE) ROOF +35.6 -40.5 WALLS +34.4 -42.1 (GAR DO-7� +43.076 PER R301.20) X 1.21 FAGTOR UJALL LEGEND EXISTING WALLS TO REMAIN 0 NEW 2x WOOD STUDS -1 16" O.G. ' CBS WALL INFILL STRUCTURAL NOTES: * SOIL BEARING CAPACITY MIN. 2500 PSP * ALL STRUCTURAL_ CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 2500 PSI AT 20 DAYS. * ALL REINFORCINc:a STEEL SHALL BE GRADE 60 MEETING ASTM SPECS 4-615 * MIN. CONC. PROTECTION FOR RE -BARS: FTGS: 3" BEAMS, 1112 " SLABS: I" * LAP REINFORCING BARS 30 INCHES MINIMUM LB1 Architecture AA20003774 T SW nAM-1 MMU PUT ART LUCK rL. 34V 772-800-5700 wwwJbor(hiure.(om 14248 `* R E D Plv � �� Mark S Mark S McCree 2022.04.07 McCree 21:31:17-04'00' O LL Uj O rr 0— CD Q zQo a�LL O w W U � � zzUj N 0- Qff)cn 0 a DOCUr\frlT DATE:: 0407.2022 REVISIOM: fl% YOOR PpC prSS SLOW DATE SrXICT TITLE: FLOOR PLANS AND ELEVATIONS A-1 NEW NEW VINYL MATC' fREAf SCALE: 1/4" = I'-0" EXISTING INSUI EXISTING CEILING DRYWALL C y' EXISTINGL INSULATION 3/4" T&G PLYWOOD SUBFLOOR, SCREWED AND GLUED EXISTING FLOOR JOISTS TYPICAL WALL SECTION SCALE: 3/4" = 1'-O" ROOF RAFTERS EX ISTING 47E R-30 ICYNENE OPEN CELL INSULATION SIDING TO MATCH EXISTING OVER TYVEK OVER PLYWOOD SHEATHING EXISTING WOOD STUDS @ 16" O.C. �— EXISTING SILL PLATE 0'-0" FINISHED FIRST FLOOR TO ALIGN WITH EXISTING EXISTING P.T. SILL PLATE CONTRACTOR TO VERIFY FOOTING SIDE ELEVATION, WINDOWS VINYL SIDING TO ;H EXISTING ELEVATION NEW WIN NEW VINYL SIDI MATCH EXI FRONT SCALE: 1/4" = I'-0" 10'-10" DBL JOIST LINE OF ADDITION ABOVE I m 0 ro N ! N N N N N 2x10 FLOOR JOISTS s Ib" O.C. 1 1 1 m = m N _ N N cul N (u� 1 4x4 POST OVER 12" DIA. CONCRETE SONOTUBE,TYP 2 1 m w 0 m N N N 11 c jl N D5L JOIST LINE v OF PLATFORM y ABOVE 1 L b'-0" 12'-0" EXISTING RESIDENCE LINE OF EXISTING / RESIDENCE FRAMING PLAN SCALE: 1/4" = F-Oil ALL WALL SHEATHING TO 5E NAILED AS FOLLOWS: 4" OG W/ 106 NAILS AT ALL EDGES 6" OC W/ 10d NAILS AT ALL INTERIOR PANEL 5EARING POINTS DOOR AND Fi;ZAME SCHEDULE DOOR MATL NOTESWD RK EI SIZE H6T THK MATL 6LAZIN6 Y-0" 1 V-8" 7 13/4" VWL IMPACT V, T® H I NDO�I SCHEDULE MARK SIZE HE16HT TYPE MATERIAL NOTES Width I V-0" 4'-b" SN vwI IMPACT; WINDOW HE 6'-0" W1 qp 9- h 9- O NEW LIV 4 O i O D1 W, 00 oCOE 3'-10" 12'-0" ELECTRICAL LEGEND = SINGLE SWITCH = MULTIPLE SWITCH =Q = WALL OUTLET GFI70 = GROUND FAULT CIRCUIT INTERRUPTER WALL OUTLET -G = SINGLE WALL OUTLET I* = 220 CIRCUIT _�-= SURFACE MOUNT LIGHT FIXTURE C� = WALL MOUNT LIGHT FIXTURE QO = RECESSED LIGHT FIXTURE V.PX2 = VAPOR PROOF RECESSED LIGHT FIXTURE O = MINI RECESSED LIGHT FIXTURE ® = SMALL FLUORESCENT LIGHT FIXTURE ® = LARGE FLUORESCENT LIGHT FIXTURE Q = EXHAUST FAN Er-. OQ = EXHAUST FAN 4 LIGHT COM50 Er-. = SMOKE DETECTOR G� = CAR50N MONOXIDE DETECTOR SCALE: 1/4" I'-0" DE516N CRITERIA 1) PER FBC - 2020 ITH EDITION 2) USE 4 OCCUPANCY R-3 3) CONSTRUCTION TYPE V_ 4) RISK CATEGORY II ULTIMATE DESIGN WIND SPEED 150 5) EXPOSURREE G SURFACE ROUGHNESS G 6) COMPONENTS 4 CLADDING Z_WORSE CASE) ROOF +35.6 -40.5 WALLS +34.4 -42.1 (GAR DOOR +43.07(o PER R301.20) X 1.21 FACTOR WALL LECaENID EXISTING WALLS TO REMAIN O NEW 2x WOOD STUDS -, 16" O.G. EM C55 WALL INFILL STRUCTUL NOTES: * SOIL BEARING CAPACITY MIN. 2500 PSF * ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 2500 PSI AT Zg DAYS- * ALL REINFORCING STEEL SHALL 5E GRADE 60 MEETING ,4STM SPECS A-615 * MIN. GONG. PROTECTION FOR RE -BARS: FTGS: 3" BEAMS: 11/21, SLA56: 1" * LAP REINFORCING B4R6 30 INCHES MINIMUM I� LBJ Architecture AA20005774 517 SW nAR11 AVM1 PUT SAM TUCK PL. 34V 772-800-5700 www.�b�arcrit�cturP.rom OF FL`�S All, 1�1%14248 Mark S Mark McCree 2022.04.07 McCree 21:31:17-04'00' Ir 0 LL U Uj 0 fr a_ c� z ❑ Q z<0 Q LL. C) J LL1 U Ir zzLU od a Q LSJ bJ DOCUAMT DATE:: 04.07.2022 Revisions: H% TOUR MOMS UNIT Wr SHEET TITLE: FLOOR PLANS AND ELEVATIONS A-1