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PERMIT DOCUMENTS t4i MAno �,t`� CITY OF BOYNTON BEACH m�'1 DEVELOPMENT DEPARTMENT I BUILDING DIVISION o u 100 East Boynton Beach Boulevard•Boynton Beach,FL 33435•(561)742-6350•Fax 742-6357 TOfr N 0 APPLICATION FOR: D EXTENSION ❑ **REINSTATEMENT SELECT ONE: ❑ Permit ❑ Permit Application (max of(3)three extensions) r Project Name: Permit # 1�J_� $ Job Address:/// 3/4 Contractor/of Record: Phone: Email: Mailing Address: City State: Zip Code: Detailed reason for the extension: z(z) Clca I, the undersigned, am requesting an extension/reinstatement • the item indicated above. I understand that submittal of this form does not constitute in itself pr —xtension/reinstatement. • Qualifier/Authorized Agent 12 - Z3 - / °t 1 Signature Date iff6 94/1/7// Printed Name FOR OFFICIAL USE ONLY 0111---9 Date of Expiration: Processing Technician Initials: Application Extension(max of(3)three extensions): 01"$50.00 02nd$75.00 ❑3rd$100.00 Permit Extension: 015'$50.00 02nd$75.00 03r°$100.00 ❑Extension beyond 90 days$250.00(Requires Building Board of Adjustment&Appeals Approval) Permit Reinstatement Fee: Total Permit Val Times 2.3% Under 180 days of inactive status ❑ $75.00 / Over 180 days of inactive status ...$75.00 Permit Fee: �// Over 180 days of inactive status ❑ 309i; Times 30% ' / / / (Whichever is greater) Reinstatem t Fee: a1 Approved,extended for a ays ❑ Denied "Additional Impact Fees may apply astir � OZItt// 7 re -d b • 'icial Date S:\Development\BUILDING\For . • plates-Signs\Application for Extension-REVISED 1-20-2016.docx Note: REMOVED GLASS BLOCK AND REPLACE WITH S/H WINDOW Note: Remove--. Shower from Scope July 16, 2014 a Note: Provide (1) 45 Vert. Bar On Each Side of Window Opening Down to Footing ®u ❑� ■.■� a Iiill�r � i� Note: New kitchen Layout July 16, 2014 Note: Provide (1) 05 Vert. Bar On Each Side of Window opening3'-1" 2'-01, Down to Footin Down to Footing c� 0 rn D A o room 8'-1" Ciq Ht Q _ Ger. Tile ` @ , Note: Use Existing Window opening Space For New Egress Space �� � fir■ r� i Relocated '10 Ga i Ion Water Heater 2 Car �araae s' -i" CI Ht Cer. Tile New Living Room s' -I" Cie Ht Cer. Tile O F-�r 8'-I" Cie Ht _ Cer. Tice .. I � Oil G) 0111 raxistin Conc Privewac LINE of GYPSUM BOARD, BEYOND. W.P Cie Ht Cer. Tile l0' -c3„ Existln� 8odroom #2 m 8'-1" Cie Ht Cer. Tile GLAZING AS SPECiFlED. j - — LE1'GND. Ott 8'ttfG -0, I I H CONT. SEALAt i-' BEAD. (TYP.). STUCCO 5L0Pr 1x4 P.T. WOOD BLOCKING TYPICAL, r 4 4 81C R TO 41 .n v NEW WINDOWSILL V 1 �P�iaF'ENI��CUL�R� NEW BATHROOM C FIXTURES N R45 V Existing � „ NEWBath 8 -i CI Ht VAN 8'-I" Cig Cer. T'He Cer. Tile NEW i WC 0 O O Wo4LL L G N SYMBOL TYPE OF NALL EXISTING 36" HIGH CBS WALL I ::i n�4' ON ,"WEETAL "Z" m° Ix2 CONT. P.T. eLoCK111t . CONT. MTL. CO -s s BEAM. > FiNISH. STUCCO N LU LJIN W H94DER DET,41L CP�RP�N©lCUL�RJ CONT, SEALANT BEAD. (TYP.). STUCCO FINlSI•d.� �- GLAZING (AS SPECS.). CONC. COLUMN ©� 4 P.T. WOOD � L. — BLOCKING, .4 4 5/8" GYPSUM BOARD. RIGID INSULATION :L CONT. MtL. CORNER BEAD. (TYP.). LINE OF GYPSUM BOARD. CONT. SEALANT BEAD. (TYP.). NW WINDOW J 1L CPERPENDlCUL,4Q� ad RING SHANK NAILS AT EA. TRUSS OR 24" O.C. MAX. 5/8" GYP. BOARD ON WOOD TRUSSES AT 24" O.C. FINISH PER SCHEDULE 3 5/6" METAL 25 Ga STUDS e 24" O. C. 1 V a (WATER RESISTANT WHERE SCHEDULED) Island Now i<itchon METAL BASE CHANNEL RUNNER ** New Living Space New Master 42" Ree s' -I" Clq Ht Cer. TITe ' Knee _ `+ Bath 4 NEW TOTAL AREA 3116" DiA. x 1-1/4" TAPCONS s/f C1IfHt T(le ';� BULL Range Q _ z w/ H ood Tri. Sink w/ Disp V „Cer. 1 0 O i DW l-- _ o v 12" U �–� pp `I►i w U� 'nom a o 0 o Em CU in co W to to Ei ttf Uppers 4 C5 LIJ o New Raised to s CU Counter t.U.i.0 CI� t 4 O z O Cer. Tie 0 an.,<.,c .,, L >- Ld T C5 M Ln ti Cer. Tf e ai Lid0 0 V L two, r. LL T—o "1— R8S— V_ Im C-0LO J n R#S NEt,U T1/ %m _ 8'-1" clg Ht New Dininern EXISTING �'-6" 4° g _3„ 4„ 6,_�„ Cer. Tire SCie t ELECT METER Cer. 4 MAIN DISC Note: Provide (1) 411 S Vert. Bar On rfn Each Side of Window Opening New Master $ d O 7� O Down to Footing c� 0 rn D A o room 8'-1" Ciq Ht Q _ Ger. Tile ` @ , Note: Use Existing Window opening Space For New Egress Space �� � fir■ r� i Relocated '10 Ga i Ion Water Heater 2 Car �araae s' -i" CI Ht Cer. Tile New Living Room s' -I" Cie Ht Cer. Tile O F-�r 8'-I" Cie Ht _ Cer. Tice .. I � Oil G) 0111 raxistin Conc Privewac LINE of GYPSUM BOARD, BEYOND. W.P Cie Ht Cer. Tile l0' -c3„ Existln� 8odroom #2 m 8'-1" Cie Ht Cer. Tile GLAZING AS SPECiFlED. j - — LE1'GND. Ott 8'ttfG -0, I I H CONT. SEALAt i-' BEAD. (TYP.). STUCCO 5L0Pr 1x4 P.T. WOOD BLOCKING TYPICAL, r 4 4 81C R TO 41 .n v NEW WINDOWSILL V 1 �P�iaF'ENI��CUL�R� NEW BATHROOM C FIXTURES N R45 V Existing � „ NEWBath 8 -i CI Ht VAN 8'-I" Cig Cer. T'He Cer. Tile NEW i WC 0 O O Wo4LL L G N SYMBOL TYPE OF NALL EXISTING 36" HIGH CBS WALL I ::i n�4' ON ,"WEETAL "Z" m° Ix2 CONT. P.T. eLoCK111t . CONT. MTL. CO -s s BEAM. > FiNISH. STUCCO N LU LJIN W H94DER DET,41L CP�RP�N©lCUL�RJ CONT, SEALANT BEAD. (TYP.). STUCCO FINlSI•d.� �- GLAZING (AS SPECS.). CONC. COLUMN ©� 4 P.T. WOOD � L. — BLOCKING, .4 4 5/8" GYPSUM BOARD. RIGID INSULATION :L CONT. MtL. CORNER BEAD. (TYP.). LINE OF GYPSUM BOARD. CONT. SEALANT BEAD. (TYP.). NW WINDOW J 1L CPERPENDlCUL,4Q� ad RING SHANK NAILS AT EA. TRUSS OR 24" O.C. MAX. 5/8" GYP. BOARD ON WOOD TRUSSES AT 24" O.C. FINISH PER SCHEDULE 3 5/6" METAL 25 Ga STUDS e 24" O. C. 1 -- 5/6" GYPSUM BOARD PANEL EACH SIDE a (WATER RESISTANT WHERE SCHEDULED) 1,956 METAL BASE CHANNEL RUNNER ** New Living Space BASE WHERE SCHEDULED s/f CAULKING BEAD (CONT.) 420 s/f FLOORING PER SCHEDULE Ik OVER EXISTING CONC. SLAB NEW TOTAL AREA 3116" DiA. x 1-1/4" TAPCONS s/f AT 24" O.C. NEW INTERIOR BULL (f*9QPrENDICUL,4%) AREA CALCULATIONS C.3 Existing Luring Area 1,956 s/€ ** New Living Space N/A s/f Existing 2 Car Garage 420 s/f TOTAL Under Air 1,956 stf NEW TOTAL AREA 21 376 s/f SCORE OF WORK: Occupancy Use / Type = Single -Family Detached (SFD) Residence 1. INTERIOR WORK ONLY 2. THE RELOCATION OF KITCHEN AND WATER HEATER 3. THE ADDITION OF NEW MASTER SUITE WITH MASTER BATHROOM 4. THE REMOVAL OF EXISTING WINDOWS AND REPLACE WITH IMPACT GLASS DO NOT SCALE DRAWINGS This building design complies with Chapter 16 of the 2010 Florida Building Code (FBC-10) , Chapter 3 of the Residential Code, & Chapters 4-8 of the Existing Building Code for Alterations, Building Godes: Florida Building Code - Existing Building, 2010 Edition,Chapters 4 - 8 ALTERATION LEVEL 1- Chapter 6 - Includes the removal & replacement or covering of existing materials, elements, equiiment, or fixtures using new materials, elements, aguilp mend, or fbdures serving the same purpose. This does not include removal or replacement for repairs, Covered in Chap. 2 of the FBC-10 Existing Building Code. ALTERATION LEVEL 2 - Chapter 7 - includes the gyration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the hsdollatlon of any new or additional equipment. Must comply with the provisions of a Level 1 Alteration, Chap. 6, as well as Chap. 7, of the FBC-10 Exldng BuH ft Code. t ALTERATION LEVEL 3 -Chapter 8 -Applies where the W6!* area exceeds 50% of the aggregate area of the building and made whin any 12 -month period. (Alterations for plumbing, mechanical or electricei only are excluded from the total worts area.) Must comply with the provisions of Alteration Levels 1(Chop• 6) & 2 (Chap. 7), of the FBC-10 Existing Building Code, DESIGN LOADS: Occupancy Use / Type = Single -Family Detaches! (SFD Residence WIND LOADING =170 MPH Ultimate (3 SEC. BUST Design Wind Speed (3 sec Gust) =132 MPH TRUSS LOADS (UNLESS NOTED OTHERWiS ROOF LOADS FLOOR TRUSSES TCLL= 20 PSF TCLL= 40 PSF TC L= 7 PSF ( Shingle / Metal } TCDL= 20 PSF TCDL=15 PSF ( Tiles) BCLL = 0 PSF BCLL=10 PSF BCDL= 5 PSF BCDL=10 PSF DURATION =1.00 DURATION =1.25 ALL FLOOR DESIGN LOADS= 65 psf, U.N.O. (Floor desi n loads are applicable to stairs also) Pre -Manufactured T;sses to be Designed by Florida Registered Engineer, Building Codes : Florida Building Code - Building , 2010 Edition Florida Building Code - Residential, 2010 Edition Florida Building Code - Plumbing, 2010 Edition Florida Building Code - Mechanical, 2010 Edition Florida Building Code - Building Accessibility, 2010 Edition Florida Building Code - Building Energy Efficiency, 2010 Edition NFPA 70 National Electrical Code. 2008 Edition Chapter 3 & ASCE 7-10 Design Criteria Ultimate Wind Speed (3 - Second Gust) =170 MPH Design Wind Speed (3 sec Gust) =132 MPH Wind Pressures per Table R301.2(2), R301.2(3) & R301.2(4) Wind Exposure Category = C Internal Pressure Coefficient = t0.18 Building Risk Category = 2 Soil Bearing Pressure assumed to be 2,000 PSF Based on Clean, Compacted Sands in Accordance with Presumptive Load -Beating Capacity listed in Table R401 A.1 of FBC-10, Residential Code. COPYRIGHT 2014 STRUCTURAL DESIGN REVIEW BY: Xw>-0-0ztn I 50) C.3 U Z e w ti c w r i' - w AQP < o w � 00 v m � tK Q Q U _R tp ti --t-<0 Q z n w Q Q � o v J `I►i w U� 'nom a z Em CU in co W to to Ei ttf 0 4 C5 LIJ o 2 to COPYRIGHT 2014 STRUCTURAL DESIGN REVIEW BY: Xw>-0-0ztn I 50) U Z e w ti c w r i' - w AQP < o W v m � tK Q Q U c- w --t-<0 Q z n w Q J E o is Z C5 �. 0 LIJ o 2 s CU z a z O V) 0 an.,<.,c .,, L >- Ld T C5 M Ln ti ai Lid0 0 V z z two, r. LL T—o "1— V_ Im C-0LO < n Note: REMOVED GLASS BLOCK AND REPLACE WiTH S/H WINDOW Note: Remove -- Shower from Scope July 16, 2014^ � © iIiII1�.J E, II A1, ^1'-311 ASI �1_/ 11 EXISTING "1 J �Y K7 ELECT METER 4 MAIN DISC Note: Provide (1) O 05 Vert. Bar On New Ma stir Each Side of Window Opening i33�G�rOOm _ Down to Footing s'-1" CI Ht Cer. The Note: Use i•, Existing Window cn O opening Space for New Egress Space U, } UJ D N w o r — Q Lir EUJN Relocated '_j i� Ga I Ion Water Heater 2 Car Gara2s Cig Ht Ger. Tile LINE OF GYPSUM BOARD, BEYOND. 3LAZING AS SPECIFIED. LINE OF 8'NCCO, DEYOND. ' _BEAD.STUCCO SLOPE. —�-IRWIN RIGID INSULATION: 5/8" GYPSUM BOARD -- ON METAL "Z" FURRING. � POaGNGL Ix2 CONT. P.T, WOOD — tSLOCK Na CONT. MTL. CORNER DEAD, tYPICAL.. CONT. SEALANT BEAD ALL AROUND. (TYP,). • a a CONC. BEAM. STUCCO FiNISH. FORMED STUCCO DRIP, GYPSUM BOARD 4 ON METAL "Z" FURRING. p . a 4 COMM SILL RMR TO S1•RUCT. DWG". Gi AZWA Q. n 4 1 I 1L L,� (PERPENDiCULAR) NEW LUiN w IL. �PERPENDICUL�4R) NEW BATHROOM BENT. SEALANT BEAD. (TYPA FIXTURES A STUCCO FINISH. GLAZING (AS SPECS.). RAS y;� TUB VAN---� NEW CONC. COLUMN. 4 EXI St Ing EXistirl i �U.i.C- Bath lux EXistiilg I a'-1" cl Ht I P.T.WO�. 8'-1" Cig Ht NEW 8a tirl I I ° 4 Ger. Tile VAN 8'-I" Cie Ger. Ti e Cer. Tile NEW NEW !4.1 VAN WC 4 5/8" GYPSUM BOARD. LINE OF GYPSUM Odt RIGiD INSULATION. BOARD, 4 CONT. SEALANT 7r CONT. MTL. CORNER BEAD, (TYP.). I O BEAD. (TYP.). MEW DISEOTAIL (PERPENDICULAR) 00 Note: New Og HIGHT TYPE Kitchen Layout` QTY N/A 16'-0" July 16, 2014 F, Island �--- Note: Provide (1) s/f Note: Provide (1) EXistit�g "5 Vert. Bar On NEW S Vert. Bar On 00 Each Side of i:3�droom #3 Each Side of 31-111 2'-0" Window Opening Ht Window Opening 6'-8" Down to Footing NEW Down to Footing '.� Ma star 2'4" 5/6" GYP. BOARD 42" Ref O Ger. Tile EXlstltilg Ger. Tile SWING ON WOOD TRUSSES AT 24" O.C. ❑ Cer. Tie Overs Stzed i3edroom #2 00 SWING EXISTING 1 Nm Pantry Knee �s'-1" Clg Ht Cer. Tile O 5tu�n Ger. T�e 6'-8" w/ Disp FINISH PER SCHEDULE 1 E, II A1, ^1'-311 ASI �1_/ 11 EXISTING "1 J �Y K7 ELECT METER 4 MAIN DISC Note: Provide (1) O 05 Vert. Bar On New Ma stir Each Side of Window Opening i33�G�rOOm _ Down to Footing s'-1" CI Ht Cer. The Note: Use i•, Existing Window cn O opening Space for New Egress Space U, } UJ D N w o r — Q Lir EUJN Relocated '_j i� Ga I Ion Water Heater 2 Car Gara2s Cig Ht Ger. Tile LINE OF GYPSUM BOARD, BEYOND. 3LAZING AS SPECIFIED. LINE OF 8'NCCO, DEYOND. ' _BEAD.STUCCO SLOPE. —�-IRWIN RIGID INSULATION: 5/8" GYPSUM BOARD -- ON METAL "Z" FURRING. � POaGNGL Ix2 CONT. P.T, WOOD — tSLOCK Na CONT. MTL. CORNER DEAD, tYPICAL.. CONT. SEALANT BEAD ALL AROUND. (TYP,). • a a CONC. BEAM. STUCCO FiNISH. FORMED STUCCO DRIP, GYPSUM BOARD 4 ON METAL "Z" FURRING. p . a 4 COMM SILL RMR TO S1•RUCT. DWG". Gi AZWA Q. n 4 1 I 1L L,� (PERPENDiCULAR) NEW LUiN w IL. �PERPENDICUL�4R) NEW BATHROOM BENT. SEALANT BEAD. (TYPA FIXTURES A STUCCO FINISH. GLAZING (AS SPECS.). RAS y;� TUB VAN---� NEW CONC. COLUMN. 4 EXI St Ing EXistirl i �U.i.C- Bath lux EXistiilg I a'-1" cl Ht I P.T.WO�. 8'-1" Cig Ht NEW 8a tirl I I ° 4 Ger. Tile VAN 8'-I" Cie Ger. Ti e Cer. Tile NEW NEW !4.1 VAN WC 4 5/8" GYPSUM BOARD. LINE OF GYPSUM Odt RIGiD INSULATION. BOARD, 4 CONT. SEALANT 7r CONT. MTL. CORNER BEAD, (TYP.). I O BEAD. (TYP.). MEW DISEOTAIL (PERPENDICULAR) 00 SYM Og HIGHT TYPE — ad RiNG SHANK NAiLS AT EA. TRUSS QTY N/A 16'-0" 7'-0" F, Island Now iC i tGhsn s/f 3'-0" EXistit�g V NEW 1 00 61-0" i:3�droom #3 S.G.D. EXISTING 1 Ht - l0' 9° 6'-8" SWING NEW New �,.IYI�1C� Room '.� Ma star 2'4" 5/6" GYP. BOARD 42" Ref NEW Ger. Tile EXlstltilg Ger. Tile SWING ON WOOD TRUSSES AT 24" O.C. ❑ Cer. Tie 0 i3edroom #2 00 SWING EXISTING 1 Nm 8'-1" Cl Ht Knee �s'-1" Clg Ht Cer. Tile = '�HSink ORa Ger. T�e 6'-8" w/ Disp FINISH PER SCHEDULE 1 CL e V T' i - WG ILJ 0 0 U I DW 0 — up— 0 0 0 0 �II _ i w 12" s o 0 i—Uppers Co U-E o R �4—S O R 4 S_ — New Raised — LJ — — 1 'T.- N LO (m — �' Counter 4�o 4' O C Cts z r - 18'-i" CIq t ' 3: 8'-i" Cic, Hi Cer. Tie ! Cer. Tile 0 1_R — Te— R 4 s NEUJ T1/ Rm Mew Din no %m a 8'-1" GIB Ht 8'-1" CI Htr— Cer. Tire Cer. Tits E, II A1, ^1'-311 ASI �1_/ 11 EXISTING "1 J �Y K7 ELECT METER 4 MAIN DISC Note: Provide (1) O 05 Vert. Bar On New Ma stir Each Side of Window Opening i33�G�rOOm _ Down to Footing s'-1" CI Ht Cer. The Note: Use i•, Existing Window cn O opening Space for New Egress Space U, } UJ D N w o r — Q Lir EUJN Relocated '_j i� Ga I Ion Water Heater 2 Car Gara2s Cig Ht Ger. Tile LINE OF GYPSUM BOARD, BEYOND. 3LAZING AS SPECIFIED. LINE OF 8'NCCO, DEYOND. ' _BEAD.STUCCO SLOPE. —�-IRWIN RIGID INSULATION: 5/8" GYPSUM BOARD -- ON METAL "Z" FURRING. � POaGNGL Ix2 CONT. P.T, WOOD — tSLOCK Na CONT. MTL. CORNER DEAD, tYPICAL.. CONT. SEALANT BEAD ALL AROUND. (TYP,). • a a CONC. BEAM. STUCCO FiNISH. FORMED STUCCO DRIP, GYPSUM BOARD 4 ON METAL "Z" FURRING. p . a 4 COMM SILL RMR TO S1•RUCT. DWG". Gi AZWA Q. n 4 1 I 1L L,� (PERPENDiCULAR) NEW LUiN w IL. �PERPENDICUL�4R) NEW BATHROOM BENT. SEALANT BEAD. (TYPA FIXTURES A STUCCO FINISH. GLAZING (AS SPECS.). RAS y;� TUB VAN---� NEW CONC. COLUMN. 4 EXI St Ing EXistirl i �U.i.C- Bath lux EXistiilg I a'-1" cl Ht I P.T.WO�. 8'-1" Cig Ht NEW 8a tirl I I ° 4 Ger. Tile VAN 8'-I" Cie Ger. Ti e Cer. Tile NEW NEW !4.1 VAN WC 4 5/8" GYPSUM BOARD. LINE OF GYPSUM Odt RIGiD INSULATION. BOARD, 4 CONT. SEALANT 7r CONT. MTL. CORNER BEAD, (TYP.). I O BEAD. (TYP.). MEW DISEOTAIL (PERPENDICULAR) 00 0 Polder 8'-1" CI Ht Ger. Tile 0 O TSF'008[��TIOt4ALFLECTRI ALCOD ' EXi st i n� Gol1c Dr i v�wa� O $9--% i ' .4' soma Is NORTH 3 5/8" METAL 25 Ga STUDS e+ 24" O. C. a 6,5/S" GYPSUM BOARD PANEL EACH SIDE UJI ❑ (WATER RESISTANT WHERE SCHEDULED) METAL BASE CHANNEL RUNNER O BASE WHERE SCHEDULED Min (PERPENDICULAR) {, ( U�EF�s��ltat4 STEEL BOND. T'w; ORS LVt } EXISTING 36" HIGH CBS WALL CAULKING BEAD (CONT.) FLOORING PER SCHEDULE OVER EXISTING CONC. SLAB 3/16" DIA. x 1-1/4" TAPCONS AT 24" O.C. 4 DOOR SCHEDULE SYM Og HIGHT TYPE — ad RiNG SHANK NAiLS AT EA. TRUSS QTY N/A 16'-0" 7'-0" F, OR 24" O.G. MAX. 1 s/f 3'-0" EXistit�g ` NEW 1 00 61-0" i:3�droom #3 S.G.D. EXISTING 1 0 - l0' 9° 6'-8" SWING NEW New �,.IYI�1C� Room 8'-1" CI Ht 2'4" 5/6" GYP. BOARD TEMP GLASS NEW S' -i" CIq Ht EXlstltilg Ger. Tile SWING ON WOOD TRUSSES AT 24" O.C. ❑ Cer. Tie 0 i3edroom #2 6-8" SWING EXISTING 1 Nm 8'-1" Cl Ht 6'-8" BI -FOLD EXISTING 1 -' Ger. T�e 6'-8" BI -FOLD FINISH PER SCHEDULE 0 Polder 8'-1" CI Ht Ger. Tile 0 O TSF'008[��TIOt4ALFLECTRI ALCOD ' EXi st i n� Gol1c Dr i v�wa� O $9--% i ' .4' soma Is NORTH 3 5/8" METAL 25 Ga STUDS e+ 24" O. C. a 6,5/S" GYPSUM BOARD PANEL EACH SIDE UJI ❑ (WATER RESISTANT WHERE SCHEDULED) METAL BASE CHANNEL RUNNER O BASE WHERE SCHEDULED Min (PERPENDICULAR) {, ( U�EF�s��ltat4 STEEL BOND. T'w; ORS LVt } EXISTING 36" HIGH CBS WALL CAULKING BEAD (CONT.) FLOORING PER SCHEDULE OVER EXISTING CONC. SLAB 3/16" DIA. x 1-1/4" TAPCONS AT 24" O.C. 4 DOOR SCHEDULE SYM WIDTH HIGHT TYPE s/f QTY N/A 16'-0" 7'-0" O.H.G.D, EXISTING 1 s/f 3'-0" 6'-8" SWING NEW 1 00 61-0" 61.8" S.G.D. EXISTING 1 0 2'-6" 6'-8" SWING NEW 9 0 2'4" 6'-8" TEMP GLASS NEW 1 (2)2'-6" 6'-8" SWING NEW 1 0 2'-8" 6-8" SWING EXISTING 1 Nm 3'-0" 6'-8" BI -FOLD EXISTING 1 Q 2'•6" 6'-8" BI -FOLD NEW 1 AREA CALCULATIONS SYM WIDTH Existing Living Area 1,956 s/f New Living Space N/A s/f Existing 2 Car Garage 420 s/f TOTAL Under Air 1,956 s/f NEW TOTAL AREA 2,376 s/f SCOPE OF WORK: Occupancy Use / Type = Single -Family Detached (SFD) Residence 1. INTERIOR WORK ONLY 2. THE RELOCATION OF KITCHEN AND WATER HEATER 3. THE ADDITION OF NEW MASTER SUITE WITH MASTER BATHROOM 4. THE REMOVAL OF EXISTING WINDOWS AND REPLACE WITH IMPACT GLASS DO NOT SCALE DRAWINGS This building design complies with Chapter 16 of the 2010 Florida Building Code (FBC-10) , Chapter 3 of the Residential Code, & Chapters 4-8 of the Existing Building Code for Alterations. Building Codes: Florida Building Code - Existing Building, 2010 Edition,Chapters 4 - 8 ALTERATION LEVEL 1- Chapter 6 - Includes the removal & replacement or covering of existing materials, elements, equipment, or fixtures using new materials, elements, equipment, or fixtures serving the same purpose. This does not include removal or replacement for repairs, covered in Chap. 2 of the FBC-10 Existing Building Code. ALTERATION LEVEL 2 - Chapter 7 - Includes the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any new or additional equipment, Must comply with the provisions of a Level 1 Alteration, Chap. 6, as well as Chap. 7, of the FBC-10 Existing Building Code. • ALTERATION LEVEL 3 - Chapter 8 - Applies where the work area exceeds 50% of the aggregate area of the building and made within any 12 -month period. (Alterations for plumbing, mechanical or electriical only are excluded from the total work area.) Must comply with the provisions of Alteration Levels 1(Chap. 6) & 2 (Chap. 7), of the FBG10 Existing Building Code. DESIGN LOADS: Occupancy Use / Type = Single -Family Detached (SFD) Residence WiND LOADING =170 MPH Ultimate (3 SEC. GUST Design Wind Speed ( 3 sec Gust) =132 MPH TRUSS TOADS (UNLESS NOTED OTHERWISE) : ROOF LOADS FLOOR TRUSSES TC(.1= 20 PSF TCLL= 40 PSF TCDL= 7 PSF ( Shingle / Metal) TCDL= 20 PSF TCDL= 15 PSF ( Tiles) BCLL = 0 PSF BCLL=10 PSF BCDL= 5 PSF BCDL=10 PSF DURATION =1.00 DURATION =1.25 ALL FLOOR DESIGN LOADS= 65 psf, U.N.O. (Floor design loads are applicable to stairs also) Pre -Manufactured Trusses to be Designed by Florida Registered Engineer. Building Codes: Florida Building Code - Building, 2010 Edition Florida Building Code - Residential , 2010 Edition Florida Building Code - Plumbing, 2010 Edition Florida Building Code - Mechanical, 2010 Edition Florida Building Code - Building Accessibility, 2010 Edition Florida Building Code - Building Energy Efficiency, 2010 Edition NFPA 70 National Electrical Code. 2008 Edition Chapter 3 & ASCE 7-10 Design Criteria Ultimate Wind Speed ( 3 - Second Gust) =170 MPH Design Wind Speed ( 3 sec Gust) =132 MPH Wind Pressures per Table R301.2(2), R301.2(3) & R301.2(4) Wind Exposure Category = C Internal Pressure Coefficient = ±0.18 Building Risk Category = 2 Soil Bearing Pressure assumed to be 2,000 PSF Based on Clean, Compacted Sands in Accordance with Presumptive Load -Bearing Capacity listed in Table R401.4.1 of FBC-10, Residential Code. WINDOW SCHEDULE SYM WIDTH HIGHT TYP NEW IMPACT QTY o a 105" 61" H4rz Slider IMPACT 1 26" 57" Single Hung IMPACT 4 00 26" 38" Single Hung/Obscured IMPACT 3 v 37" 63" Single Hung IMPACT 2 E 37" 53" Single Hung IMPACT 2 53" 51" Single Hung IMPACT 1 O v 0 z COPYRIGHT 2014 STRUCTURAL DESIGN REVIEW BY: .a 0 �C � LS m cca N � m � z 'U�"vca rKw>-0 0 z 0 Zs ♦r V w Q N w Q UJ atUJI d. o a 0 14- 00 r ,= N v co N O Ld J Q z 3:-a CD LJ _ "� Q: 0. V U w O �L O v 0 z Nm t� Vi Q W � i-- l.L. 0 Z CL re v J E ILJ COPYRIGHT 2014 STRUCTURAL DESIGN REVIEW BY: .a 0 �C � LS m cca N � m � z 'U�"vca rKw>-0 0 z 0 Zs w Q N w Q UJ atUJI d. o a 0 14- r r m cc ti v m O Ld J Q z 3:-a CD LJ _ "� Q: 0. V U w o _ U 0 z 0 w i-- l.L. 0 J E ILJ U z — 0 0 W w 0 Co U-E o LO LJ 'T.- N LO (m u„j �' z 4�o C Cts z r - A 'V__M ' 3: 0 EXISTING ELECT METER 4 MAIN DISC 04 CU GROUND TO DRIVEN ROD, C-111 P. AND FOUNDATION STEEL -.- 3 - 2/0 CU TI -INN IN 2-1/2" CONDUIT EXistlna 200 A -METER . SERVICE B"r LOCAL PROVIDER TO METER 120/240 51NCzLE PI -I, 4" TO MAIN SEt1=R LINE E � P.: Ml— NELU MASTER 5AT--1 COMPUTED LOAD TABLE - A 150 AMP t�. V EQUIPMENT BREAKER CONDUCTOR LOAD 1,3 EXIST. RANGE 5OA/2P 6 8000 2,4 EXIST. A.C. 45A/2P 8 5200 6 EXIST. WASHER 20A/IP 12 1500 8 SPARE O cable outlet for television O fly q 9 EXIST SMALL APPL. CIRCUIT. 20A/IP 12 1500 GEN. LT (3H/SF) x 1956 S.F. UJI cc Q. \ 5868 5 EXIST. LIGHTING 15A/IP 12 7 EX15T. FAMILY LIGHT/RECEPT. IBA/IP 12 aj U- 10 NEW. DINING/ KITCHEN 15A/IP 12 11 EXIST. BED. RM, RECEPT. 15A/IP 12 12 EX15T GFI 15A/IP 12 13 NEW LIGHTING @ BED * BATF 20A/IP 12 14 AFCI @ NEW BED RM. 20A/IP 12 •-- M M M 15 BATH /EXT GFI 20A/1P 12 ELECTRICAL NOTES SMOKE DETECTOR '. � C 00 NEW SMALL APPL. CIRCUIT. 20A/IP 12 1500 _� Vv � 1 . THE CHANGES TO THE ELECTRICAL SYSTEM ARE DESIGNED TO COMPLY w / NEC -2008. 10 5600 w }� m 2q,166 z P11 k 2. ALL WIRING FOR NEW ELECTRICAL WORK TO BE 12 GA Cu THWN WIRE, INSTALLED IN -A Q W rz 0 SPARE CIRCUIT OF THE EXISTING ELECTRICAL PANEL, USING A 20 AMP AFCI-PROTECTED = CC -M BREAKER FOR THE 110v OUTLETS. C 3. ALL NEW RECEPTACLES TO BE TAMPER RESISTANT PER 406.11 BREAKER FOR THE 110v OUTLETS. 0 4? COMPUTED LOAD TABLE - A 150 AMP CKT# EQUIPMENT BREAKER CONDUCTOR LOAD 1,3 EXIST. RANGE 5OA/2P 6 8000 2,4 EXIST. A.C. 45A/2P 8 5200 6 EXIST. WASHER 20A/IP 12 1500 8 SPARE O cable outlet for television O fly q 9 EXIST SMALL APPL. CIRCUIT. 20A/IP 12 1500 GEN. LT (3H/SF) x 1956 S.F. UJI cc Q. \ 5868 5 EXIST. LIGHTING 15A/IP 12 7 EX15T. FAMILY LIGHT/RECEPT. IBA/IP 12 aj U- 10 NEW. DINING/ KITCHEN 15A/IP 12 11 EXIST. BED. RM, RECEPT. 15A/IP 12 12 EX15T GFI 15A/IP 12 13 NEW LIGHTING @ BED * BATF 20A/IP 12 14 AFCI @ NEW BED RM. 20A/IP 12 •-- M M M 15 BATH /EXT GFI 20A/1P 12 16 SMOKE DETECTOR '. Z C 17,141 NEW SMALL APPL. CIRCUIT. 20A/IP 12 1500 18,20 EXIST. DRYER 3OA/2P 10 5600 SUBTOTAL FIRST 10,000 WATTS @100110 10,000 REMAINDER (19,168) @40% 7,667 HVAC LARGEST LOAD @ 100% =5, 200 SUBTOTAL (A) x22,867 WATTS 2q,166 AIR CONDITIONING LOAD TABLE - A ? KT5 QY l s"^�a—J!'_�f7-1EN7 BR* .r`-: _ � flR;"E' `. 1...OA 2 1 A/C` COMP # _ 2I2 TON 30 10 100 4848 2 1 AHU 4 NEAT #- 8 KW 45 8 651 5200 C;UNNECT;=D LOAD PNL - A TOTAL CONNECTED ESTIMATED LOAD (C) = 22,867 =95.2$ AMPS 240V ELECTRICAL LEGEND 6 new duplex electrical outlet mounted @ standard height +42 new duplex electrical outlet mounted @ 42" AFF 6 new dedicated electrical outlet mounted @ standard height (}GFt "" new ground fault interrupter electrical duplex outlet EXISTING 110V Recpticals new duplex electrical outlet mounted @ floor TAMPER RESISTANT new quadraplex electrical outlet mounted @ standard height Arc Felt Recpticals new quadroplex electrical outlet mounted @ floor IQ new .phone outlet mounted @ standard height ® new phone outlet mounted @ floor K7w new phone outlet mounted @ wall 60" APF H new computer outlet mounted @ standard height F, new computer outlet mounted @ floor O cable outlet for television ELECTRICAL LEDGEND O i NEW CELING FAN ' W/ LTS _ wgcia I' X 4' FLORESCENT LT, EXISTING WALL MOUNTED LIGHTS E GSMOKE ALARM t CARBON MONOXIDE DETECTOR W/ BATTERY SACK -UP ® ELECTRICAL PANEL (!)EF EX14UST FAN - 50 CFM +-2 CABLE / TV OUTLET ON NEW 110V Recpticaie 6E EXISTING 110V Recpticals TAMPER RESISTANT UD l Arc Felt Recpticals �GF1 Ground Fait RecpticaIs N ® NEW 220 V Recpticato NEW 6" RECESSED HIGH HAT COPYRIGHT 2014 STRUCTURAL DESIGN REVIEW BY: JOHN HOLT P.E. # 15252 925 AZURE AVE WELLINGTON FL 33414. 561-793-7843 1YW>—W-0zM to UJI W sV.. n W Q r) : N W Q n Q ca L W J W O z U O O fly q in - III M UJI cc Q. \ W Q Q CY 0 cc U _ U O Z a W Q ca J W O z U O O fly q l- V - III s WI I z co aj U- s E: o *� > N •-- M M M LL j C O '. Z C toz M LJL•gym CO r o Note: Provide (1) S Vert, Bar On Each Side of 3`-i" 2IV" Window Opantne _ Down to Footing O �. Stand Alon j Tub ° 1---1 0' Island New Kitchen V 8'-1" Cly Wt eW 42" Ref Cer, Tile Knee Bath 4 � 8'-1" CIgg Ht � Range Cer, Ti[e _, { w/ Wood Tri. Sink w/ Disp v i' -r" (- — O O 1 DW 0 0 0 1 12„ Upp s i �'� Uppers R a S — New Raised - -) Counter_^� LU, I .C. t -I” GI Wt O 4 8'-1" GIqq W er. Tile O C. Ti['e L-- — i R 4 6 NIELU Ty Rm New Dining Rm ..- W, 777, 6'-i" CIgg Ht Cer, TiTe 8'-I" Cie Wt �1-io" ,4,11 31_311 X11 6'-011 Car. Tile EXISTING ELECT METER d MAIN DiSC rE Note: Provide (i) SV "5 Vert. Bar On O Each Stile of New Master iBedroorr, RDckwr��€ct=Focsting ... Ger. T Ht Note: Use Existing Window m OD opening Space for Now Egress Space ti � o Lit E WH O FIQ Relocated 10 Ga I ion Water Heater Foyer 61_111 Clq Ht Ger. Tile New Living Room s' -l" C, 11 Ht Car. T11e EO 1xistinQ Conc Drivewac LINE OF GYPSUM BOARD, BEYOND. GYPSUM BOARD ON METAL "Z" FURRING. 101 411 3f-311 Sxist inWG Ba th 5,-111 Cie Ht Cer. Tile VAN F-- 0 v q . v d t3T T ILL R TO NEW WINDOW BILL DET41L (PIEERPENDiCUL,4R) NEW BATHROOM FIXTURES tR45 N N FLuq ---� � existing � Exi6tingS'I'C NEW Bath s'-1" Cigg Wt /AN Ger. Tf1e Ger. Tile NEW ! f WG O 0 O O o 8 i0' -911 existing _ Bedroom #2 Cle Ht Ger. Tile CONC. BEAM. STUCCO FINISH. °ORMED STUCCO DRIP, NEW WINDOW ,41L CPERPENDICULAR) CONT. SEALANT BEAD. CTYPJ. STUCCO FiNISH. GLAZING CAS SPECS.). CONC. COLUMN. —�- . a P.T. WOOD a L.— BLOCKING, ,BLOCKING. .d 4 5/8" GYPSUM BOARD.— RiGID INSULATION. CONT, MTL. CORNER BEAD. (TYP.). LINE OF GYPSUM BOARD. CONT. SEALANT BEAD. (TYP.). NEW LUINW J4 T1L a IP�RP�NDICUL4R) 8d RiNG SWANK NAILS AT EA, TRUSS OR 24" O.C. MAX. �xi8tin Bedroom #3 cIg Wt Cer. Tie 5/8" GYP. BOARD ON WOOD TRUSSES AT 24" O.C. FINISH PER SCHEDULE 3 5/6" METAL 25 Ga STUDS e 24" a �p W 5/8" GYPSUM BOARD PANEL EACH SiDE (WATER RESISTANT WHERE SCHEDULED) OMETAL BAST: CHANNEL RUNNER P ; EXISTING 3611 HIGH CBS WALL N022W iN I (PORPENDiCUL4R) BASE WHERE SCHEDULED ;AULKING BEAD (CONT.) FLOORING PER SCHEDULE OVER EXISTING CONC. SLAE 311611 DiA. x 1-1/411 TAPCONS AT 24" O.C. LULL DOOR GLAZING AS Existing Living Area SPECIFIED. * New Living Space LM OF 87=o, RIGID INSULA SYM BEYOND. HIGHT $/8" GYPSUM NEW TOTAL AREA ON METAL 1111 (D16'-0" CONT. SEALANT BEAD. OL Poau 7'-0" O.H.G.D. (TYP.), Ix2 CONT, P.T. 1 STUCCO SLOPE. W - 3'-0" CONT. MTL. CO SWiNG P.IE/4t7. TYPICA 1 1x4 P.T. WOOD BLOCKING 6'-0'" 6'-8" TYPICAL. EXISTING CONT. SEALAN' ALL AROUND, v q . v d t3T T ILL R TO NEW WINDOW BILL DET41L (PIEERPENDiCUL,4R) NEW BATHROOM FIXTURES tR45 N N FLuq ---� � existing � Exi6tingS'I'C NEW Bath s'-1" Cigg Wt /AN Ger. Tf1e Ger. Tile NEW ! f WG O 0 O O o 8 i0' -911 existing _ Bedroom #2 Cle Ht Ger. Tile CONC. BEAM. STUCCO FINISH. °ORMED STUCCO DRIP, NEW WINDOW ,41L CPERPENDICULAR) CONT. SEALANT BEAD. CTYPJ. STUCCO FiNISH. GLAZING CAS SPECS.). CONC. COLUMN. —�- . a P.T. WOOD a L.— BLOCKING, ,BLOCKING. .d 4 5/8" GYPSUM BOARD.— RiGID INSULATION. CONT, MTL. CORNER BEAD. (TYP.). LINE OF GYPSUM BOARD. CONT. SEALANT BEAD. (TYP.). NEW LUINW J4 T1L a IP�RP�NDICUL4R) 8d RiNG SWANK NAILS AT EA, TRUSS OR 24" O.C. MAX. �xi8tin Bedroom #3 cIg Wt Cer. Tie 5/8" GYP. BOARD ON WOOD TRUSSES AT 24" O.C. FINISH PER SCHEDULE 3 5/6" METAL 25 Ga STUDS e 24" a �p W 5/8" GYPSUM BOARD PANEL EACH SiDE (WATER RESISTANT WHERE SCHEDULED) OMETAL BAST: CHANNEL RUNNER P ; EXISTING 3611 HIGH CBS WALL N022W iN I (PORPENDiCUL4R) BASE WHERE SCHEDULED ;AULKING BEAD (CONT.) FLOORING PER SCHEDULE OVER EXISTING CONC. SLAE 311611 DiA. x 1-1/411 TAPCONS AT 24" O.C. LULL DOOR SCHEDULE Existing Living Area 1,956 s/f * New Living Space N/A s/f SYM WIDTH HIGHT T TYPE NEW TOTAL AREA QTY (D16'-0" 57" 7'-0" O.H.G.D. EXISTING 1 Sin Hung/Obscured 3'-0" 6'-8" SWiNG NEW 1 6'-0'" 6'-8" S.G.D. EXISTING 1 2'-6" 6'-8" SWING NEW 9 O 2'-4" 6'-8" TEMP GLASS NEW 1 0 (2)2'-6" 6'-8" SWING NEW 1 z 2'-8" 6'-8" SWING EXISTING 1 0 0 31.0" 2'-6" 6'-8" 6'-8" Bi -FOLD Bl -FOLD EXISTING 1 NEW 1 AREA CALCULATIONS SYM WiDTH Existing Living Area 1,956 s/f * New Living Space N/A s/f Existing 2 Car Garage 420 s/f TOTAL Under Air 11956 s/f NEW TOTAL AREA 21376 s/f SCOPE OF WORK: Occupancy Use / Type = Single -Family Detached (SFD) Residence 1. INTERIOR WORK ONLY 2. THE RELOCATION OF KITCHEN AND WATER HEATER 3. THE ADDITION OF NEW MASTER SUiTE WiTH MASTER BATHROOM 4. THE REMOVAL OF EXISTING WINDOWS AND REPLACE WITH IMPACT GLASS DO NOT SCALE DRAWINGS This building design complies with Chapter 16 of the 2010 Florida Building Code (FBC-10) , Chapter 3 of the Residential Code, & Chapters 4-8 of the Existing Building Code for Alterations. Building Codes: Florida Building Code - Existing Building, 2010 Edition,Chapters 4 - 8 ALTERATION LEVEL 1- Chapter 6 - includes the removal & replacement or covering of existing materials, elaments, equipment, or fixtures using new materials, elements, equipment, or fixtures serving the same purpose. This does not include removal or replacement for repairs, covered in chap. 2 of the FBC-10 Existing Building Code. ALTERATION LEVEL 2 - Chapter 7 - Includes the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the Installation of any new or additional equipment. Must comply with the provisions of a Level 1 Alteration, Chap. 6, as well as Chap. 7, of the FBC-10 Existing Building Code. t;f ALTERATION LEVEL 3 - Chapter 8 - Applies where the work area exceeds 5U% of the aggregate area of the building and mads within any 12 -month period. (Alterations for plumbing, mechanical or electrical only are excluded from the total work area,) Must comply with the provisions of Alteration Levels 1(Chap. 6) & 2 (Chap. 7), of the FBC-10 Existing Building Code. DESIGN LOADS: Occupancy Use / Type = Single -Family Detached (SFD Residence WIND LOADING =170 MPH Ultimate (3 SEC. GUST Design Wind Speed (3 sec Gust) =132 MPH TRUSS LOADS (UNLESS NOTED OTHERWISE) ROOF LOADS FLOOR TRUSSES TCLL= 20 PSF TCLL= 40 PSF TCDL= 7 PSF ( Shingle / Metal) TCDL= 20 PSF TCDL= 15 PSF ( Tiles) BCLL = 0 PSF BCLL-10 PSF BCDL= 5 PSF BCDL=10 PSF DURATION =1 AO DURATION =1.25 ALL FLOOR DESIGN LOADS = 65 psf, U.N.O. (Floor design loads are applicable to stairs also) Pre -Manufactured Trusses to be Designed by Florida Registered Engineer. Building Codes: Florida Building Code - Building, 2010 Edition Florida Building Code - Residential, 2010 Edition Florida Building Code - Plumbing, 2010 Edition Florida Building Code - Mechanical, 2010 Edition Florida Building Code - Building Accessibility, 2010 Edition Florida Building Code - Building Energy Efficiency, 2010 Edition NFPA 70 National Electrical Code . 2008 Edition Chapter 3 & ASCE 7-10 Design Criteria Ultimate Wind Speed (3 - Second Gust) =170 MPH Design Wind Speed (3 sec Gust) =132 MPH Wind Pressures per Table R301.2(2), R301.2(3) & R301.2(4) Wind Exposure Category = C Internal Pressure Coefficient = t0.18 Building Risk Category = 2 Soil Bearing Pressure assumed to be 2,000 PSF Based on Clean, Compacted Sands in Accordance with Presumptive Load -Bearing Capacity listed in Table R401.4.1 of FBG -10, Residential Code. WINDOW SCHEDULE SYM WiDTH HIGHT TYP NEW IMPACT Q QTY 105" 61" Horz Slider IMPACT IMPACT IMPACT 1 0 26" 57" Single Hung 4 0 26" 38" Sin Hung/Obscured 3 37" 63" Single Hung IMPACT 2 E 37" 53" 53" Single Hung IMPACT 2 51" Single Hung IMPACT 1 COPYRIGHT 2014 STRUCTURAL DESIGN REVIEW BY: JOHN HOLT P.E. # 15252 925 AZURE AVE WELLINGTON FL 33414. 561-793-7843 U t? v W V Q < < W w � v uj 52 a 00 r+. 9 N Q w 0 z 0 Q v J H � z o -M. Cc 6 oUj o COPYRIGHT 2014 STRUCTURAL DESIGN REVIEW BY: JOHN HOLT P.E. # 15252 925 AZURE AVE WELLINGTON FL 33414. 561-793-7843 U t? v W @ < < W v uj 52 a °' ULI < 9 Q w 0 z 0 Q c� J H z o U 6 oUj o cn r I.E.20 �� > o <C � —> �..� -c iV a) , L /) M m � LLI a fl3 0 �- z �� � (0 z r-. A r- m to L o