The URL can be used to link to this page

Home My WebLink About1015 W 1 StPermit # : Q D �f�/ Inh AWdrrsc- lU 1 \ �N CITY OF SANFORD PERMIT A►,PLICATION Date: (/ i/ �" -- C)� RECEIVED Description of Work: EO d o f 'tt- Historic District: Zoning: _ Value of Work: s2 5 �'�� • �� Permit Type: Building Electrical Electrical' New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ Nen' Commercial: # of Fixtures Plumbing/New Residential # of Water Closets Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkkct'/Alarm __.__ Pool Addition/Alteration Change of Service Temporary Pole Replaccmcnt ___ New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lirtes Plumbing Repair - Residential or Commercial Industrial Total square Footage: C��^_ Construction Type: — It of Stories: # of Dwelling; Units: Flood Zone: - (FENI A forst required for other than X) Parcel if: /� ' I ___ 1 �_.__ (Attach Yroof of Ownership & l.cgal Uescriptiou) Owners Name & Address: 1"l I�tm G�� Phone: Coutractor Name & Address: V n I w v y( C' o59sr� 1 Q d �_1 UL _ I Stale License Number: -- Phone & Fax: t y -y- l rG _ (% Bonding Company: Address: Mortgage Lender: Address: __- -- ----- - Architcct/F.ngiucer: I/,{�L4�_sw._ Address: _ �(_X _�_ �n p ��'� �tiI� G�tiVv ! Fax: Application is hereby made to obtain a permit to do the work and itis-tallations as indicated. I ceilify that no work or installation has commenced prior to the issuance of a permit and that all work will be pertbrned to meet standards of all laws regulating construction in this jutisdiction. I understand that a separate pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, •TANKS, and AIR CONDITIONERS, etc_ OWNER'S AFFIDAVLC t certify that all of tiro foregoing information is accurate and that all work will be done it, cowpliauce 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 W ITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE_ In addition to the requirements of this permit, there may be additional icstrictious applicable to dris properly that may be found it the public records of this county, and there may be additional permits required from other govcnuncmtal entities such as water management districts, state agencies, or federal agencies. Acceptance of -permit is V 'ti r1 tliat I will notify the owner of tl c property of the require f FI id 1 t _0 Signatur�c of Owner/Agent Date /Sji�gnature of Contractor/Agent Date A nrtG�� Print Owne /Agents Narnc Print Cot"afctor/Agent's at Stgnzi Lire o No(ary-State of Florida Date Slguatute of Notary -State of Florida Date ,t,Y P T RIE c. , TOPH . c r Notary Puboc - Stab of F11NIda j u rc�rt IER Owner/A�ent is Persona x - JNJCO TMIt�Of1E)9*W W342i� nttactor/Agent is /p cnon, y nown to M'6 of _ Produced 1D _Produced ID �� r CWIImbalon � DI)2702A5 - +'�q�°� u:•r` tilftda0101'IhltVgtaly� �r t..Glntlll$blerli ,'� c �' •orKW.eyr~tc+aorloitauty��i,. APPLICATION APPROVED BY: Bldg: = zoiin ' Z D , FJtilities: (Initial & Date) ( nitial & L ate) (Initial & Date) (Initial & Date) Special Conditions: - L ' � n - --------------- ------------ --------------_- EXISTING SCREEN ENCLOSURE RAILINGS TO BE REMOVED, v - 141_4" EXISTING RESIDENCE I EXISTING EXTERIOR SIDING TO BE REMOVED $ 1/2" DRYWALL TO REPLACE IT, I II II EXISTING SCREENED PORCH I I II II II II II- -------- I-- --------------- --- L _J -L__J EXISTING COLUMN 24'-10" EXISTING SCREEN DOOR TO BE REMOVED. EXISTING COLUMN EXISTING FLOOR PLAN FLOOR PLAN SCALE: I/4" = 1'-011 EXISTING WINOOW5 TO BE REMOVED $ OPENING TO REMAIN. 1 EXISTING SCREEN ENCLOSURE $ RAILINGS TO BE REMOVED, EXISTING COLUMN EXISTING WINDOWS TO BE REMOVED $ OPENING TO REMAIN. u. EXISTING COLUMN 8d NAILS (COMMON) 4" O. C, (TOP EDGES) 8d NAILS (COMMON) - 12" 0,C, (FIELD) 6d NAI L5 (COMMON) 6" 0. C. /_ 7/16" O,S.B, SNEATNING OR BETTER S YI7BOL S $ LEGEND = 120 VOLT RECEPTACLE � =SINGLE POLE SWITCH THREE WAY SWITCH �- =CEILING OUTLET = OUTDOOR LIGHT NOTE: ELECTRICAL SERVICE TO BE DETERMINED BY A LICENSED FLORIDA ELECTRICIAN, PANEL DATION TO BE pETERMINED BY BUILDER d ELECTRICIAN. ALL ELECTRICAL RECEPTACLES IN BATNROOf1S1 GARAGE d WITHIN 6 FEET OF KITCHEN SINK(S) TO BE PROTECTED BY GROUND FAULT CIRCUIT, (ONE DIRECT -WIRED GFCI RECEPTACLE 70 BE PLACED IN EACH PROTECTED CIRCUIT,) vA__i_ SFiE4iN!NG DL'/?!I_ SCALE - NIA USE 8d NAILS (COMMON) UNLE55 NOTED OTNERWI5E� - 2x6" @ 16" O,C. - 5TUDS BLDG. DE51GN CRITERA OCCUPANCY CLA551FICATION GROUP R3 ROOF -LIVE LOAD(LCNORD) 20 P5F ROOF -DEAD LOFlD(LCNORD) = 7 P5F ROOF -DEAD LOAD(B.CNOkD) 10 P5F ROOF. -TOTAL LOAD: 37 P5F WIND FACTOR -DURATION OF LOAD- -ALLOWABLE INCREASE = 25% WIND DE50 DEAD LOAD: DEAD LOAD(LCNORD) = 5 PSF DEAD LOAD(B.CNORD) = 5 P5F BA51C WIND SPEEU(3 SEC, GUST)= 120 MPN WIND EXNOSURE CATEGORY= EXP05URE B INTERNAL PkE55URE COEFFIGENT=.18 WIND IMPORTANCE FACTOR= 1.0 WIND DE516N PRESSURES WALL STRUCTURE: WIND PRESSURE- (NEG) -27.4 PSI WIND PRESSURE- (POS.) +31.6 P51 CGl'7PONENT5 AND CLADDING(WALL AREA): WIND PkESSURE- (NEG.f - 26.q PSI WIND PRE55UkE- (POS.) +22.0 P51 WOOD EXTERIOR DOOR AND - 11 ------------------------- 8d NAILS (COMMON) 4" O.C. (BOTTOM EOGF-9) --- ---- ---- - --------------- ------------ --------------_- ALL DOOR AND WINDOW HEADERS TO BE DOUBLE 2x10, EXCEPT WHERE NOTED OTNERWI5E- SEE STRUCTURAL NOTES. REQUIRED .JACK STUD(S): S YI7BOL S $ LEGEND = 120 VOLT RECEPTACLE � =SINGLE POLE SWITCH THREE WAY SWITCH �- =CEILING OUTLET = OUTDOOR LIGHT NOTE: ELECTRICAL SERVICE TO BE DETERMINED BY A LICENSED FLORIDA ELECTRICIAN, PANEL DATION TO BE pETERMINED BY BUILDER d ELECTRICIAN. ALL ELECTRICAL RECEPTACLES IN BATNROOf1S1 GARAGE d WITHIN 6 FEET OF KITCHEN SINK(S) TO BE PROTECTED BY GROUND FAULT CIRCUIT, (ONE DIRECT -WIRED GFCI RECEPTACLE 70 BE PLACED IN EACH PROTECTED CIRCUIT,) vA__i_ SFiE4iN!NG DL'/?!I_ SCALE - NIA USE 8d NAILS (COMMON) UNLE55 NOTED OTNERWI5E� - 2x6" @ 16" O,C. - 5TUDS BLDG. DE51GN CRITERA OCCUPANCY CLA551FICATION GROUP R3 ROOF -LIVE LOAD(LCNORD) 20 P5F ROOF -DEAD LOFlD(LCNORD) = 7 P5F ROOF -DEAD LOAD(B.CNOkD) 10 P5F ROOF. -TOTAL LOAD: 37 P5F WIND FACTOR -DURATION OF LOAD- -ALLOWABLE INCREASE = 25% WIND DE50 DEAD LOAD: DEAD LOAD(LCNORD) = 5 PSF DEAD LOAD(B.CNORD) = 5 P5F BA51C WIND SPEEU(3 SEC, GUST)= 120 MPN WIND EXNOSURE CATEGORY= EXP05URE B INTERNAL PkE55URE COEFFIGENT=.18 WIND IMPORTANCE FACTOR= 1.0 WIND DE516N PRESSURES WALL STRUCTURE: WIND PRESSURE- (NEG) -27.4 PSI WIND PRESSURE- (POS.) +31.6 P51 CGl'7PONENT5 AND CLADDING(WALL AREA): WIND PkESSURE- (NEG.f - 26.q PSI WIND PRE55UkE- (POS.) +22.0 P51 WOOD EXTERIOR DOOR AND WINDOW NEA DER SCNEDUL E: ALL DOOR AND WINDOW HEADERS TO BE DOUBLE 2x10, EXCEPT WHERE NOTED OTNERWI5E- SEE STRUCTURAL NOTES. REQUIRED .JACK STUD(S): HEADER LENCNT 0- .3'3"; 2 JACK STUD HEADER LENGTH 3'4"-12'3": 2 .JACK STUDS HEADER LENGTH 12'4"-18'4": 3 JACK STUDS ALL DOOR AND WINDOW HEADERS TO BE FASTEN TO STUDS WITH THE EXTERIOR STRUCTURAL 514EAT14INGI EXCEPT WHERE NOTED OTHERWISE -SEE NOTES, GENERAL NOTES: Q! � WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP II 5PECIE5 OR MNIMUM Fb =)1300 PSI. E ALL F451NER5 SPECIFIED ON PLAN ARE 5117P50N, EXCEPT WHERE NOTED OTHERWISE. OTHER5 MAYBE SUBSTITUTED OF EQUAL OR GREATER QUALITY, O � + 5EE TRU55 LAYOUT FOR ROOF STRUCTURE HOLD DOWN FA5TENER5, ALL CEILING HT, 11EAWEMENT5 ARE FROG FINISHED FLOOR `j ,EXCEPT WHERE NOTED OTNERWISE. i $ VIXIR(S) AND WINWN(5) INSTALLATION FASTENING TO BE PER Q ' NANUFACTOR SPECIFICATIONS, o THESE PLANS ARE DESIGNED IN ACCORDANCE ` WITH TOE FLORIDA BUILDING CODE 2004 RESIDENTIAL AND ARE DESIGNED TO WITHSTAND 120 Mf -'H WIND VELOCITY AND RESIST THE NEGJPOS. WIND PRESSURES LISTED IN THE BUILDING DE51GN CRITERA TABLE (IN THIS PLAN) ACTING IN ANY DIRECTION AND TO ACT NORMAL TO THE SURFACES I CONSIDERED. t I EXISTING RESIDENCE EXISTING RAFTERS/ I TRUSSES, ALL WINDOW I DOOR NEADERS TO BE FASTENED TO STUDS WI TN THE EXISTING PORCH BEAM I II II II II II I I I I I I I EXTERIOR STRUCTURAL SNEATNING, NOT TO BE DISTURBED, II II II II II I II II II II II I EXISTING PORCH COLUMN. -�I1 — — — — — — — I I- z STRUCTURAL SHEATHING i= 2-2x10 HEADER- DOOR/ WINDOW, 2x4 BLOCKING FOR SNEATNING SPLICE _ (LOCATED @ ALL NOR, SPLICES) I = I WINDOW- PER MANUFACTURER SPEC, NARDIE BOARD SIDING- 11 PER MANUFACTURER SPEC. p I Ll z'z I 2x6 STUDS- 16" O.C. I it (BLOCKING 48" MAX. TIz — — — — — _ =Z _ 2x6 BOTTOM PLATE. =s----- --- EXISTING 48 BEAM, T\(FICAL SECTION SCALE: 1/4" = P-0" EXISTING RAFTER/ TRU55, REQUIRED INSULATION ----- - - - - --- �'' 1/2" DRYWALL EXISTING BEAN 5EE HEADER SCHEDULE WINDOW- PER NANUFACTURER SPEC. REQUIRED INSULATION 2x4 BLOCKING FOR 2x6'-- 16" O.C, SNEATNING SPLICE (LOCATED @ ALL NOR, SPLICES) 1/2" DRYWALL 2x6" BOTTOM PLATE 2xI0 BAND BOARD SNEATNING TO EXTEND _ JOISTS -EXISTING OVER P. T, PLATE�� EXISTING FOUNDATION, I I L� �II IIII GRADE�j GRADE II IIII r-- -'J �l ' - -i I II I TrPI CA L NAL L SECTION SCALE., N/A EXISTING RESIDENCE _ i l � - --Z: I I --- - ------------------------------ -- �r-- I FII I� EXISTING RESIDENCE i �= NARDIE BOARD SIDING1= p I I I q jp='Z ZIZ I r SI ❑❑ r �l l Z I Z1 I z1z _ _ _ zlz _ _ _ _ _ T-:' FIN15NEO FLOOR i I -------------------------� I I I I I I I I I- -------------------- r- -- ------------------ EXISTING RESIDENCE •" =la =IA =I �I T� 11q =1= d I =I= L I LEFT SIDE ELEVATION SCALE 1/4" = P-0" FRONT ELEVATION I I EXISTING RESIDENCE I =IZ LIZ - Z RIGHT SIDE ELEVATION SCALE. 1/4" = 1'-0" I THESE PLANS ARE DESIGNED IN ACCORDANCE WITH T14E FLORIDA BUILDING CODE 2004 RESIDENTIAL AND ARE DESIGNED TO WITHSTAND 120 MPH WIND VELOCITY AND RE515T THE NEG,/P05. WIND PRESSURES LISTED IN THE BUILDING DESIGN CRITERA TABLE (IN THl5 PLAN) ACTING IN ANY DIRECTION AND TO ACT NORMAL TO THE SURFACES CONSIDERED. iii mom loom �■0N�ii EMMA •" =la =IA =I �I T� 11q =1= d I =I= L I LEFT SIDE ELEVATION SCALE 1/4" = P-0" FRONT ELEVATION I I EXISTING RESIDENCE I =IZ LIZ - Z RIGHT SIDE ELEVATION SCALE. 1/4" = 1'-0" I THESE PLANS ARE DESIGNED IN ACCORDANCE WITH T14E FLORIDA BUILDING CODE 2004 RESIDENTIAL AND ARE DESIGNED TO WITHSTAND 120 MPH WIND VELOCITY AND RE515T THE NEG,/P05. WIND PRESSURES LISTED IN THE BUILDING DESIGN CRITERA TABLE (IN THl5 PLAN) ACTING IN ANY DIRECTION AND TO ACT NORMAL TO THE SURFACES CONSIDERED.