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HomeMy WebLinkAbout102 Country Pl (2)rA CITY OF SANFORD PERMIT APPLICATION Permit # : ' v 3 - r -7`/ Date: — 3 v 3 Job Address: _ C, C c t -t --r % L A, t Description of Work: L F -'r-2 t L w Q) 2 tt 7 O - r Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical _X Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Addition/Alteration --Z,— Change of Service Temporary Pole - Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �L 1(Attach Proof of Ownership & Legal Description) Owners Name & Address: / d / ' S Z—C /t -^r 9 o 7---, D 113 Z G u 14 rrrTyLy 101 L Pr c £ S/i �' 7=D�t Phone: L10 -7 Z. 4 Contractor Name & Address: �/1 ✓� /ka /} C R �JQ� c¢.YXP,1� ✓4 A /L L, Si) cp /L L zs 3 7 Statue License Number: Phone & Fax: 3Z - V 3k- 6706 tZ`37-.Ak 07J t/Contact Person: Bonding Company: Address: Mortgage Lender: Address: E /L 6 "3/5-0 ,�I _Phone: _? Z f- Ll'3S-- 6 7 0 6 Architect/Engineer: Phone: Address: Fax: 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 a permit and that all work will be performed to meet standards of all 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 of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: ­0/xt( (T) /-v•jI FLS Print Contractor/Agent's Name Notary Stafe oflllo�yda <. >1'� aru� � * MY COMId!lSSiCN EXP{{RES : March 2 a ^t P Utilities: FD: (00(0_6 (Initial & Date) (Initial & Date) (Initial & Date) PONWR OF ATTORNEY Date: Z I hereby name and appoint �� /11 7/�1.. r i t S of �f� to be my lawful attorney in fact to act for me and apply to theC f r ,tyi- S �R Fo 20 Building D mrtn jwA for a �' L £L c -v-lz r c A -` pem it for work to be performed at a location described as: Section Township _ Range Lot Block Subdivision >Z GoU -j 'r f"I/R ,F /ti 2S - LA c-£ S, (Address of Job) L caner of Property and A and to sign my name and do all things necessary to ft appointment• Type or Frit ---f, Contractor License L. s :�7 The foregoirs �t was acknowledged before me this day of 2dC ,i�Uf�' by who is pemnalty known to rat/who produciat-, as identification and who did not take oath State of Florida ELIZABETH ANN HOWE NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # CC861053 �t �Tl /" EXPIRES 8/5/2003 County o �� \\ C BONDED THRU ASA 1 -835 -NOTARY! �- seal Notary Pubic, 0mage County, Florida C.W=*pedfwAuDrU34 PoWv*FApo W.dW Pulp i of r 10109M REVISIONS PERMIT # ADDRESS CONTRACTOR t,-3VN:A `40 DESCPRITION OF REVISION: UTILITIES FIRE BLDG D AT E ,,.S ----0 _.t.�ttlll G PERMITS 300 N PARK AV SANFORD, FL 32771 IIN.7Yn1.11V1VJ 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 ---------------------------------------------------------------------------- Application Number . . 03-00001784 Date 5/13/03 Property Address . . . . 102 COUNTRY PL Parcel Number . . . . . . 33.19.30.506-0000-0020 Application description . . . SCREEN ENCLOSURE ADDITION Subdivision Name . . . . Property Use . . . . . . . . SINGLE FAMILY RES Property Zoning . . . . . . . Application valuation . . . . 7190 Owner Contractor ------------------------ DOOD, CAROL AND JERRY ------------------------ WHITE ALUMINUM PRODUCTS INC COLEMAN, CLELL III SANFORD FL 32771 2101 E MAIN ST LEESBURG FL 34748 (352) 787-6783 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Permit Fee . . . . 67.00 Plan Check Fee .00 Issue Date . . . . 5/13/03 Valuation . . . . 7190 Expiration Date . . 11/09/03 Qty Unit Charge Per Extension BASE FEE 35.00 8.00 4.0000 THOU BLDG PERMIT - ORD 3123-8/10/92 32.00 ---------------------------------------------------------------------------- Special Notes and Comments noc on file ---------------------------------------------------------------------------- Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 10.00 Fee summary Charged ---------- Paid Credited -------------------- Due. ----------------- Permit Fee Total ---------- 67.00 .00 .00 67.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 10.00 .00 .00 Grand Total 77.00 .00 .00 77.00 nF 6 art --------------------------------------------------------------------------`� FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR -TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. i= - � I I yfr U2 JO I I I Ji-�C ,� ! _ iWu 1�,�-- •r� '— ii— i ---L_ _..i..... ._ I i -i--.-• i - I —i-- i--i—•-i---- -- --- i i 'f,xz 191 J-1 ,--•-:- 51 I : I . -I--- i I I - 9 Exe,5' 1`f� nillod_I_�J�ss--_,,,i�---1-- I bl e P %� Roo -F zi mi --- I I� ! I I i01_ I : II J _--I i��c Y 5 h��—I ---l._J I --)-- ws sx2 --I- _L. -i— �—AM irl M ! ! { I }C _ —tn. , C MANS AR RE: IEWgD AND CpND1T70NA11.Y � -- ;-- I i �LJED SHALL B I N i' - - ----- j _ ON �7 R CD O 6E A LICENSE IFO PROCEED iWITH K I ! 55 _ j---�-- -I --- -i- HI O Rli1�LV Rfls., 1— -tAN >ELJ AL ER,I I 0 iViOii>CTEi.._..-i -- - i —I I —I- — --- — -- -J_ ONI$ET AS DE IANYI OFITHE ~— I I j I I Hr � -- � 1a�1N� OEI A PrhPN IT P4EVENT LINE bUILDIN ---- fFy R •M rt3�ER,AFTER REOUiRItIIG.A—CORRF-C�_._...—_.._-. !—!._.-. I -----..._I I �: N RLANr, C(hNSTRUCT►ONI I I I !� Ofik�fcf� VIe'�fr,C3'!C�NS fbF T!!!, DE51. I I I I ! I I I � I � _•_;- ! , ----�-----,---{-•--i'--I--...j-----I-----I�--j - -... - -.. .. �— I letI I I I I i I i I I i t I + T i - --;-- ---I -�--� - ---- - -I - 41� - I I ! I � ' , C SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS . I SECTION 3 Table 3.3.1.120 Allowable Edge Beam Spans - Hollow Extrusions Glass / Enclosed Rooms For 3 second wind gust at 120 MPH velocity; using design load of 27 NSF (43 #/SF for Max. Cantilever) Aluminum Alinv finfi3 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load . Max. Span 'L' / (bending'b' or deflection'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' 1(bending Width (ft.) 18 2 Span 3 Span 'b' or deflection 'd') 4 Span Max' Cantilever 5 3'-11" d 4'4" b 4'-6" b 1'-0" d 5• 4'-2" d. 5'-1" b 4'-11" b 1'-1" d 6 3'-9" d 4'-3" b 4'4" b 0'-11" d 6 3'-11" d 4'-8" b 4'-6' b 1'-0" d 7 3'-6" b 3'-11" b S'-10" b 0'-11" d 7 3'-9' d 4'-4" b 4'-2' b 0'-11" d e 3'-3" b 3'-8" b 3'-7" b 0'-10' d 8 3'4" d 4'-0" b. 3'-11- 6 0'-11" d 9 3'-1" b3'-6" b 3'-4" b 0'-10" d 9 3'-5" b 3'-9" b X-8" b 0'-10' d • 10 2'-11" b 3'-3" b 3'-2" b 0'-10" d 10 3'-3" b 3'-7'b 3'-6" b 0'-10" d 11 2'-10' b 3'-2" b 3'-0" b 0'-9' d 11 3'-1" b 3'-5" b 3'-4' b 0'-10" d 12 2'-8' b 3'-0" b 2'-11" b I W-9' d 12 2'-11" b T-3" b 3'-2' b 0'-10' d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Max. Span 'L' 1 bending'b' or deflection'd Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V1 (bending'b'or deflection 'd' Width (f .) 1 B 2 Span 3 Span 4 Span. Max' Cantilever 5 4'-6" d 5'-6" d 5'-5" b 1'-2" d 5 5'-0" d 6'-3" d 6'-4" d 1'-3" d 6 4'-3" d 5'-1" b 4'-11' b 1'-1' d 6 4'-9" d 5'-10" d 5'-10" b 1'-2" . d 7 3'-11' d 4'-9" b 4'-7" b 1'-0" d 7 4'-6" d 5'-7" d 5'-5" b 1'-2" d a T-10' d 4'-5" b 4'-3" b 0'-11" d 8 4-4" d 5'-3" b 5'-1' b 1'-1' d 9 X-8" d 4'-2" b 4'-0" b 0'-11" d 9 4'-2' 'd 4'-11' b 4'-9" b 1'-1" d 10 3'-6" b 3'-11" b 3'-10" b 0'-11" d 10 1 3'-11" d 1 4'-8' b 4'-6" b 1'-0" d 11 X-4" b 3'-9" b 3'-8' b 0'-10" d 11 3'-10" d 4'-6 b 4'-4" b 0'41' d 12 3'•3" b 3'-7" b 3'-6" b 0'-10" d 12 3'-9" d 4'-3' b 4'-2" b 0'41" d '2" X 3" x 0.045"1 2" x 4" x 0.050" Load Max. Span 'L' /Mending 'b' or deflection 'd' Width (ft.) Max. 1 8 2 Span 3 Span 4 Span Cantilever Load Max. Spa 'L' / bending'b' or deflection 'd' Width (ft.) Max. 1& 2 Span 3 Span 4 Span Cantilever j 5` _5_7" dt 6'-3" b 6'-1" b 1'-5" d 5 7'-2" b 8'-0" b T-9" b 1'-10" d 6 5'-2" b 5'-9" b 5'-7" b V-4" d 6 6'-7" b 7'-4" b 7'-1" b 1'-9" d 7 4'-9' b 5'-4" b 5'-2" .b V -T d 7 6'4" b 6'-9" b 6'-7" b 1'-8" d 8 4'-5" b 4'-11" b 4'-10" b 1'-2" d 8 6-8" b 6'-4' b 6'-2" b 1'-7" d 9 4'-2" b 4'-8" b 4'-6" b 1'-2" d 9 5'-4" b 5'-11" b 5'-9" b 1'-6" d 10 3'-11" b 4'-5" b 4'-4" b 1'-1" d 10 51=1" b 5'-8" b 5'-6" b 1'-5" d 11 3'-10" b 4'-3" b 4'-1" b 1'-1" d 11 4'40" b 5'-5" b 6-3" b 1'-5" d 12 3'-8" b 4'-1' b 3'-11' b 1'-1' d 12. 4'-8" b 5'-2" b 5'-0" b 1'-4" d Notes: I. Above spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214J68, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3.53 4-j—JL--J- — I_._- 1�7-l- -I- I, I I j j77(Q i • ; I , ; I II ,LII ! ---I i _..-j-- –j— �Q•-- -- �� . ---� --- - I I U I I I I I I 'hx2 I i Ir -'-�---' - -------� � —'— -!-- -- —I- - —-�---------` —� r-� -I ! _moi I ---•- I I I I I I I ; E t r .5 � i3rs c kn-�c- aIV. 4ws sxz J- v�bl c ! 3 :Prdf�Roo;F ! { d ' 4V y � I i -I— Beii1, —I -- --I— - -- — -�--�-----I-- �i-I -I-- I- ws 5x a— I i I I Nl I I i u I -I i — I -- i !— --I- - C NS ARE, REVIMED ���f �MIT1 -Af1V9 CI ON$TR ED TO BE A PitRMI f IS - _I--�—'- -'-- -' --'- • HE YvOF.fL A LICEr SEED. p ,PHA I j ! N EL, I L. Ej A� A THOI ! TO , r I RO SI A11fER RITY OR I$ TO ,VIOL ( `� I I I I A --- ---------._._..... --- U O.VS-q;tTk ..._�' �T ASIDEA(�y..1-- -- �Al CODES, B`,1{��� E --------•--8•wS`SkZ--...-_-!-- _ ! ©P 'FROM, THER 'AFMIT PREVE T TIjiE ills I I I I ! Ll OR OT EF OIRS ON TF�E p �R1NC A COR i- -�-!-----'- -I ER NIOLATIOfIJS O_T LANS. CONSTgIU EC c ESL I i - ---, - - - -- I- -i -- i- �2 Stye. i J m; I.. I, i 1 i i : I •� I 1 J I I! TV -I----�-- - I------1� .._...._. I I I--�---;-----:---I-- -I----'--I I I i I I ! I Sc I I j--- i -;---- i I- I I- I I--; I----{__.- i-----I--i-• ;- . I I I 1 I I - I yx I I ` I! I ! 17 I I I I I I , I 1 i i I ! I i I i SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS . I SECTION 3 Table 3.3.1-120 Allowable Edge Beam Spans - Hollow Extrusions Glass / Enclos.ed.Rooms For 3 second wind gust at 120 MP -velocity; using design load of 27 #/SF (43 #/SF for Max. Cantilever) Aluminum Allov 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span 'L' 1(bending'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' /(bend ing'b` or deflection 'd') Width (fL) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 3'-11" d 4'-8" b 4'-0" b 1'-0" d a' 4'-2" d. 5'-1" b 4'-11" b 1'-1" d 6 3'-9" d 4'-3" b 4'-1" b 0'-11" d 6 3'-11" d 4'-8" b 4'-6' b 1'-0" d 7 3'-6" b 3'-11" b 3'-10" b 0'-11" d 7 3'-9' d 4'-4" b 4'-2' b 0'-11" d a 3'-3" b 3'-8" b 3'-7" b 0'-10' d a 3'-7" d 4'-0" b. 3'-11- b 0'-11" d 9 3'-1" b 3'-6" b 3'-4" b 0'-10" d 9 3'-5" b 3'-9" b 3'-8" b 0'-106 d 10 2'-11" b 3'-3" b 3'-2" b 0'-10" d 10 3'-3' b 3'-7' b 3"-0" b 0'-10" d 11 2'-10' b 3'-2" b 3'-0" b 0'-9' d 11 3'-1" b 3'-5" b 3'-4' b 0'-10" d 12 2'-8' b W-0" b 2'-11" b 0'-9' d 12 2'-11" b 3'-3" b 3'-2" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Max. Span 'L' 1(bending 'b' or deflection'd Width (ft.) 1 S 2 Span 3 Span 4 Span Max. Cantilever Load Max. Spa V1 bending'b' or deflection "d` Width (ft") 1 & 2 Span 3 Span 4 Span. Max. Cantilever 5 4'-6" d 5'-6" d 5'-5" b 1'-2" d 5 5'-0" d 1 6'-3" d 6'-4" d 1'-3" d 6 4'-3" d 5'-1" b 4'-11- b 1'-1' d 6 4'-9" d 5'-10" d 5'-10" b 1'-2" . d 7 3'-11' d 4'-9" b 4'-7" b 1'-0" d 7 4'-6" d 5'-7" d 5'-5" b 1'-2" d a 3=10' d 4'-5" b 4'-9" b 0'-11" d 8 1 4'4- d 5'-3" b 5'-1' b 1'-1- d 9 3'-8" d 4'-2" b 4'-0" b 0'-11" d 9 4'-2- d 4--11' b- 4'-9" b 1'-1" d 10 3'-6" b 3'-11" b 3'-10" b 0'-11" d 10 3'-11" d 4'-8- b 4'-6" b 1'-0" d 11 3'-4- b 3'-9" b 3'-8' b 0'-10" d 11 3'-10" d 4'-6' b 4'-4" b 0'-11' d 12._ 3—'�3=b 3'-7" b 3'-6" b 0'-10" d 12 3'-9" d 4'-3' b 4'-2" b 0'-11" d 2" x 3" x 0.045" '. 2" x 4" x 0.050" Load Max. Span 'L' ! bending 'b' or deflection 'd' Width (ft.) 2 ~--� Max. 1,� 2_5pan I 3 Span 4 Span Cantilever Load Max. Span 'L' /(bend ng'b' or defiectlon 'd' Width (11.) Max. 1 &.2 Span 3 Span 4 Span Cantilever 5: 5'-7" d) 6'-3" b 6-1" b 1'-5" d 5 7'-2" b 8'-0" b 7'-9" b 1'-10" d 6 5'-2" b 5'-9" b 5'-7" b 1'4" d 6 6'-7" b 7'-4' b 7'-1" b 1'-9" d 7 4'-9' b 5'-4" b 5'-2" .b 1'-0" d 7 6'-1" b 6'-9" b 67' b 1'-8" d a 4'-5" b 4'-11" b 4'-10" b 1'-2" d a 5'-8" b 6'-4' b 6-2" b 1'-7" d 9 4'-2" b 4'-8" b 4'-6" b 1'-2" d 9 5'-4" b 5'-11" b 5'-9" b 10 3'-11" b 4'-5" b 4'-4" b 1'-1" d 10 5'-1" b 1 5'-8" 11 3'-10" b 4'-3" b 4'-1" b 1'-1" d 11 4'-10" b 5'-5" b 5'-3" b 1'-5" d 12 3'-8" b 4'1' b. T-11- IS VA, d 12• 4'-8" b 5'-2" b 5'-0" b 1'-4" d Notes: 1. Above spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENTCONSULTANT P.O. BOX 214J6B, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-53