Loading...
HomeMy WebLinkAbout117 Golfside Cir 05-2454 porch enclosureL__ I Permit # : Of Job Address: 111(ez i©c= rfiF Description of Work: Historic District: NO Zoning: RECEIVEDE® CITY Or`P.ANFORDPE:-Ir APPLICATION APR i 3 2005 Date: / (/ 5•11vFOZ F4 -277' Value of Work: $. Permit Type: Building t/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ey--'?O - 4242D0l - '5 2FO (Attach Proof of Ownership & Legal Description) Owners Name &Address: /j /C! f/ % y3o?7 Phone: Contractor Name & Address: PL9lJ4 '6 - .2-0-Hl]/'SCJLc/ -IY6 22 State License Number: C'&-- 0 'VO % 5 r; Phone & Fax: Contact Person: IPA 0c, /Z3. x1dN/1/s! Phone: '/ 67 Bonding Company: Address: Mortgage Lender: / IVAvlat,7vd /Y%mili[.. hf1Nk Address: P0,80A H30R14 AI1ti7-1,, GM6 /Y!/> 010.(3 )4 Architect/Engineer: L'/V/e- GNG Phone: Y07 -327 %70'c' Address: 207 IW05S lZc4 Fax: 3U?0 8 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. Signatuf Owner/Agent Date Signature ofContrajVr/Agent lAte Print Sign t re of t7'-SlajlON # DD 039169Date ES: August 4,2005 o'ru Budget Notary Services Owner/Agent is Personally Known to Me or V Produced ID -7. A lu,.— 9, to x APPLICATION APPROVED BY: Bldg.,2. 1 c) Zoning: Initial & Date) Special Conditions: Cu_ Dff/son/ Pr ntractor/Agent's Name SignatuF ofNotib ll IIt ti?.. Contractor/Agent Produced ID Initial & Date) Q'- Pf1fI-G MY COMMISSION # DD 039169 W1 EXPIRES: August 4, 2005 Bcnded Thru Budget Notary Services Utilities: FD: Initial & Date) (Initial & Date) NEW CLOSE IN SCREEN AREA ADD WINDOW'S -DOOR MATCH EXISTING STUCO FINISH LEFT ELEV i 1 f f 1 f 1 T T I l— 1 1 r 1 rEXPANSIONJINTt t t r r r t 1 t r t r r r r t t r LEFT ELEV 27'-8' 5'-01/2' 8'-11/2' 8'-11/2' 6'-41/2' L_- PR3050 I( 1 i I t` II i `rj/ !!, I!(!' ,/ / `_ i%, ,`( I! !'! IiI( i` I I II ' ,/,rjII!Ir! I( y iiiE!!/ r ! '!'/'!!'! / _!,/, ,/ i !, r ,!, /!', !!, / ` i' /'/-' r',!!!! / ! _` - ! r ` !''!,!,!'! , r `!! !/! `,, /-, !/ `!'//,' ! !-!/ !' /!, •`/ r, !, - ! , ',! r,` /!,! ,%-/' / ` ! ', ,, ! - /, , %// r/, r! ' `, ! ! 7!_ ! , ! / r`;/ !`! r- `!! 1! /, '',` ! , // ' , ! ! ,-!!,_/,! !'! rr/ ,,!/ i'- /! / ,`!' '!! ! /! ,! ! !, -/,!/, 1 ! r!! ,' !/ -',';_'!!! '! !! , /,// r, r ,! !! _ ,/`!/// ! /! ',''! ,/-',! !! !/ ! ! i!''! ,! !.! '/- -! !!,, !/ /-!! -/ !'//' '/ , !/ /!'/ ,, ! !,,, / ! --/ ,!! ;/ `!'/! ,-;` // ,', ,! ! , / i`!, i`!-! / ! ! '''! ( r ,, 7!-, !! /''-,' !` / i !/ rE_II/, fI'` ! `'!!! , I !/__ t(( II-//,,/, I IIIIr !I ' i I! !- ! i,`( iI/ ! ! !,';, IIt/ ! ! ! !,!!, _/! ,,' . yr/ !, ,' ! !! r !- ,/',/ /!, r/ , ! il! r !, / !;!!!!/,,!,`,/ `!! / ! /!, ! - z , ,! !/!/!,,/ / /-,!-' ! ,/ jf/! i;/ =!,!_,„! '/, ! / ` ! !,,; '_'! i / ! , r /, , T r! !! j! / /!'.! ,.!/!!_,/ !!,,. '` ,_! !'! a/ // ,/ f _, !/` . i _!-, / /,,! r ' '/ ,! !,,/ _ : r !, ! ! r ,!/'`/ / _ 'r! !/ -!! r ! _ , r, -! J'!// /!/ ! 7 ' .-_!_ . r/!.! r !_',!!! / r!'_! !/ ; II II! _'! ! _ i / .,/_!!!! i!•., _ k! It E!! / r /, r!_!.! i !.//_ ! , ,',/ _ ` / ! % `!!, ,//' !!, . i! .,, ,.!, ! !!_ !! ,! ,!! /! i/! r! i / ,! / ! P,!!R!3-/06'/!,8 F/'' DO!OR!. S!'PR, 3' r! ! 0! 5/! 0 W/FIX GLASS ABOVE t y}_ I! iy; y I IIi IiII- IIit II1 IlIIiI t_-_ E r__-%——__- --{ I _ -- `—_ —_—_ — __—_ — _ y—_ —__ —_= 2 --_ t- ___—__ .--___ IIEi• tp t.-- Is _ I — FRAME IN EXISTING CORERED PATIO NON A/C AND OR ELECTRIC 1/2x4` LAG BOLTCD CAo24O/C PLATE TO22WSTVOCOWERURPA(© SOLID BACKING N_ DE W CLOSELGSE I N. SC RE E N V AREA ADD WIN W'S E MATCH EXISTING STUC LSTAl -FINISHH3STUD/PLATE H3 STUD/HDRDBL. 2X6 8' A.F.F.L 0DBLIJACSTID2X6TOPPLATEW/( G) FULL LENTH TUDDBL. 2X6 FRAMING WIRE LATH ON (7/1 2X6 P.T. BOTTOM PLATESB Ir ! 00', A.F.F.HTHTT16 EA. OPENING if t MATCH EXISTING STUC x FINISH (TYP) EA H3 STUD/PLATE OPENING (2) # CONT6 w MONOLITHIC EXISTING FOOTER/ SLABSTRUCTRUALSECCMP. SHINGLES U.N.O. OVER 15# FELT ON 7/16 OSB MIN. r PRE-ENGINEERED EXISTING TRUSS'S R-19 INSUL. MIN VARIES i SEE ELEV. TOP PLATE TO EXISTING C SOFFIT EXISTING 1/2' GY BOARD I 2 2X53' HDR W/1/2 PLY SPACER 6' .C. NAIL PATTEREN WINDOW AS SPC. BOTTOM OF EXTERIOR SHEATING MUST BE ATLEAST 6 1/2' ABOVE GRADEMARBLE/WOOD SILL 11 INSUL. W/1 R 1/2' SIDING OR VAPOR BARRERE 7/8' STUCCO OVER LATH L_i-L_%- 1/2 GYP. BOARD 2X4-6' STUDS 16' /C SEE (BRG WALL DTL) FOR C NECTI NS BASE TRIM 1/2' CDX PLYWOOD OR Y COMP. BOARD 8d 8' FIELD --4' ON EDGE 5/8"x6" WEDGE ANCHOR EA. HTT16 4' CONC. SLAB EXISTING 2X6' SOLE PLATE FINISH FL11O 1st EL, NEW LIVINGO 1328s,f. ENTRY GARAGE PORCH 71 405 267 k 4 EXISTING BASIC WIND SPEED 120 M.P.H. LEFT ELEV i 1 f f 1 f 1 T T I l— 1 1 r 1 rEXPANSIONJINTt t t r r r t 1 t r t r r r r t t r LEFT ELEV 27'-8' 5'-01/2' 8'-11/2' 8'-11/2' 6'-41/2' L_- PR3050 I( 1 i I t` II i `rj/ !!, I!(!' ,/ / `_ i%, ,`( I! !'! IiI( i` I I II ' ,/,rjII!Ir! I( y iiiE!!/ r ! '!'/'!!'! / _!,/, ,/ i !, r ,!, /!', !!, / ` i' /'/-' r',!!!! / ! _` - ! r ` !''!,!,!'! , r `!! !/! `,, /-, !/ `!'//,' ! !-!/ !' /!, •`/ r, !, - ! , ',! r,` /!,! ,%-/' / ` ! ', ,, ! - /, , %// r/, r! ' `, ! ! 7!_ ! , ! / r`;/ !`! r- `!! 1! /, '',` ! , // ' , ! ! ,-!!,_/,! !'! rr/ ,,!/ i'- /! / ,`!' '!! ! /! ,! ! !, -/,!/, 1 ! r!! ,' !/ -',';_'!!! '! !! , /,// r, r ,! !! _ ,/`!/// ! /! ',''! ,/-',! !! !/ ! ! i!''! ,! !.! '/- -! !!,, !/ /-!! -/ !'//' '/ , !/ /!'/ ,, ! !,,, / ! --/ ,!! ;/ `!'/! ,-;` // ,', ,! ! , / i`!, i`!-! / ! ! '''! ( r ,, 7!-, !! /''-,' !` / i !/ rE_II/, fI'` ! `'!!! , I !/__ t(( II-//,,/, I IIIIr !I ' i I! !- ! i,`( iI/ ! ! !,';, IIt/ ! ! ! !,!!, _/! ,,' . yr/ !, ,' ! !! r !- ,/',/ /!, r/ , ! il! r !, / !;!!!!/,,!,`,/ `!! / ! /!, ! - z , ,! !/!/!,,/ / /-,!-' ! ,/ jf/! i;/ =!,!_,„! '/, ! / ` ! !,,; '_'! i / ! , r /, , T r! !! j! / /!'.! ,.!/!!_,/ !!,,. '` ,_! !'! a/ // ,/ f _, !/` . i _!-, / /,,! r ' '/ ,! !,,/ _ : r !, ! ! r ,!/'`/ / _ 'r! !/ -!! r ! _ , r, -! J'!// /!/ ! 7 ' .-_!_ . r/!.! r !_',!!! / r!'_! !/ ; II II! _'! ! _ i / .,/_!!!! i!•., _ k! It E!! / r /, r!_!.! i !.//_ ! , ,',/ _ ` / ! % `!!, ,//' !!, . i! .,, ,.!, ! !!_ !! ,! ,!! /! i/! r! i / ,! / ! P,!!R!3-/06'/!,8 F/'' DO!OR!. S!'PR, 3' r! ! 0! 5/! 0 W/FIX GLASS ABOVE t y}_ I! iy; y I IIi IiII- IIit II1 IlIIiI t_-_ E r__-%——__- --{ I _ -- `—_ —_—_ — __—_ — _ y—_ —__ —_= 2 --_ t- ___—__ .--___ IIEi• tp t.-- Is _ I — FRAME IN EXISTING CORERED PATIO NON A/C AND OR ELECTRIC 1/2x4` LAG BOLTCD CA o24O/C PLATE TO22WSTVOCOWERURPA(© SOLID BACKING N_ DE W CLOSELGSE I N. SC RE E N V AREA ADD WIN W'S E MATCH EXISTING STUC LSTAl -FINISHH3STUD/PLATE H3 STUD/HDRDBL. 2X6 8' A.F.F.L 0DBLIJACSTID2X6TOPPLATEW/( G) FULL LENTH TUDDBL. 2X6 FRAMING WIRE LATH ON (7/1 2X6 P.T. BOTTOM PLATESB Ir ! 00', A.F.F.HTHTT16 EA. OPENING if t MATCH EXISTING STUC x FINISH (TYP) EA H3 STUD/PLATE OPENING (2) # CONT6 w MONOLITHIC EXISTING FOOTER/ SLABSTRUCTRUALSECCMP. SHINGLES U.N.O. OVER 15# FELT ON 7/16 OSB MIN. r PRE-ENGINEERED EXISTING TRUSS'S R-19 INSUL. MIN VARIES i SEE ELEV. TOP PLATE TO EXISTING C SOFFIT EXISTING 1/2' GY BOARD I 2 2X53' HDR W/1/2 PLY SPACER 6' .C. NAIL PATTEREN WINDOW AS SPC. BOTTOM OF EXTERIOR SHEATING MUST BE ATLEAST 6 1/2' ABOVE GRADEMARBLE/WOOD SILL 11 INSUL. W/1 R 1/2' SIDING OR VAPOR BARRERE 7/8' STUCCO OVER LATH L_i-L_%- 1/2 GYP. BOARD 2X4-6' STUDS 16' /C SEE (BRG WALL DTL) FOR C NECTI NS BASE TRIM 1/2' CDX PLYWOOD OR Y COMP. BOARD 8d 8' FIELD --4' ON EDGE 5/8"x6" WEDGE ANCHOR EA. HTT16 4' CONC. SLAB EXISTING 2X6' SOLE PLATE FINISH FL11O 1st EL, NEW LIVINGO 1328s,f. ENTRY GARAGE PORCH 71 405 267 s.f. s. -P, s.f. EXISTING BASIC WIND SPEED 120 M.P.H. WIND & DOOR DESIGN WIND PRESSURE GRADE TOTAL 2140 s.f. D X 1 STEP BUILDING CATEGORY 2 (ORDINARY) 1. HEADER STUD REQUIREMENT 1 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 2 HEADER STUDS ((EACH SIDES 6'-0" TO 12'-0" 3 HEADER STUDS EACH SIDE 12'-0" TO 18'-O" 2 HEADER STUDS REQ. (1) FULL LENGTH STUD 3 HEADER STUDS REQ. 2 FULL LENGTH STUDS 4 HEADER STUDS REQ. 2 FULL LENGTH STUDS 2. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 8D NAILS 08" 0/C OR O.S.B. (EDGE) USE 8D NAILS ® 4" 0/C 2. GYPSUM: (FIELD) USE 5D NAILS ® 10" 0/C EDGE) USE 5D NAILS ® 7" 0/C 3. TABLE 2306.1, OF THE FLORDIA BUILDING CODE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. BOTTOM PLATE 1 #5 VERT. REINF. C.M.U. Nt P.T. END STUD 1/2" ANCHOR BLOT VERT.) 3 MIN.) START MAX 24" AFF 5/8" WEDGE ANCHOR MAY BE SUBSTITUTED FRAME TO BLOCK CONNECTION CHAPTER 16, SECTION 1606 DESIGN DATA ENCLOSED STRUCTURE M NPA JOHNSON CD tnj EXISTING BASIC WIND SPEED 120 M.P.H. WIND & DOOR DESIGN WIND PRESSURE GRADE 1.0 r D X 1 STEP BUILDING CATEGORY 2 (ORDINARY) GARAGE DOOR 29.5 20"x16" MONO FTR. W/ (2) #5 ea. way WIND EXPOSURE B DOORS 29.5 VERIFY EXISTING INTERNAL PRESSURE C EFF. 0.18 (ASCE 7-98, TABLE 6-7) 12 ” 29.5 PSF FIXED GLAZING 29.5 IMIN, DESIGN WIND PRESSURE SEE ELEVATI NS SKYLIGHTS N/A 407-327-7700 3. WIND EXPOSURE CATEGORY B 4. INTERNAL PRESSURE COEFFICIENT FOR J PARTIALLY ENCLOSED BUILDINGS IS .55 AND HEIGHT & EXPOSURE ADJUSTMENT f r/ TYP) FRAME WALL SEC. 1. HEADER STUD REQUIREMENT 1 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 2 HEADER STUDS ((EACH SIDES 6'-0" TO 12'-0" 3 HEADER STUDS EACH SIDE 12'-0" TO 18'-O" 2 HEADER STUDS REQ. (1) FULL LENGTH STUD 3 HEADER STUDS REQ. 2 FULL LENGTH STUDS 4 HEADER STUDS REQ. 2 FULL LENGTH STUDS 2. BEARING WALL NAIL PATTERN: 1. PLYWOOD: (FIELD) USE 8D NAILS 08" 0/C OR O.S.B. (EDGE) USE 8D NAILS ® 4" 0/C 2. GYPSUM: (FIELD) USE 5D NAILS ® 10" 0/C EDGE) USE 5D NAILS ® 7" 0/C 3. TABLE 2306.1, OF THE FLORDIA BUILDING CODE, NAILING REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS. BOTTOM PLATE 1 #5 VERT. REINF. C.M.U. Nt P.T. END STUD 1/2" ANCHOR BLOT VERT.) 3 MIN.) START MAX 24" AFF 5/8" WEDGE ANCHOR MAY BE SUBSTITUTED FRAME TO BLOCK CONNECTION CHAPTER 16, SECTION 1606 DESIGN DATA ENCLOSED STRUCTURE M NPA JOHNSON CD tnj N TE1 THIS STRUCTURE -HAS BEEN DESIGNED BASIC WIND SPEED 120 M.P.H. WIND & DOOR DESIGN WIND PRESSURE WIND IMPORTANCE FACTOR 1.0 ENCLOSED STRUCTURE) I = C::) `C BUILDING CATEGORY 2 (ORDINARY) GARAGE DOOR 29.5 P,S.F. WIND EXPOSURE B DOORS 29.5 P.S.F. INTERNAL PRESSURE C EFF. 0.18 (ASCE 7-98, TABLE 6-7) WINDOWS 29.5 PSF FIXED GLAZING 29.5 P.S.F. DESIGN WIND PRESSURE SEE ELEVATI NS SKYLIGHTS N/A Project Name and Address Custr©m IH omAd&don for JOSEP H. FRTZPA TRI C CNOUSED E CIR. SEhENG LE CO. M NPA JOHNSON CD tnj N TE1 THIS STRUCTURE -HAS BEEN DESIGNED U) m j z rZJ G D a PHONE --4-07-4-21-3170 z AMERICAN CIVIL ENGINEERING COMPANY LOADTOMEETENTSOFE FLORIDA I = C::) `C SECTION 1606THEy H BUILDING CODE 2001 EDITI N. D o 207- N0. MOSS ROAD #211 1. BASIC WIND SPEED = 120 MPH NINTER 'CPRINGS, FLORIDA 32708 2. WIND IMPORTANCE FACTOR = 1,0 407-327-7700 3. WIND EXPOSURE CATEGORY B 4. INTERNAL PRESSURE COEFFICIENT FOR r-- PARTIALLY ENCLOSED BUILDINGS IS .55 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 Project Name and Address Custr©m IH omAd&don for JOSEP H. FRTZPA TRI C CNOUSED E CIR. SEhENG LE CO. s a ls f M NPA JOHNSON CD tnj 0 z e7 m m j z rZJ G D a PHONE --4-07-4-21-3170 z A CD I = C::) `C H D 0 o s a ls f