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Home My WebLink About2421 S French Aver e IVA& IF 11466-6- CITY OF SANFORD PERMIT APPLICATION Z Permit No.: 02- - to Z I " Date: Job Address: 02 i S. AX & C1 A/C - Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines J 4G Occupancy Type: —Residential Commercial Industrial Total Sq Ftg: 5i Value of Work: S O dd Type of Construction: fJ'Z6[^,WePL Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: l ( Attach Proof of Ownership & Legal Description) Owner/Address/Phone: ihu4e. %O /C 'O 7 32-3 5 6,6 a.4a./ 1- 5, GCS ^c Contractor/Address/Phone: DQ`l!^ iw w Contact Person: .6-'1,W r-W 4 )4PZ Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender; Address: Architect/Engineer Address: State License Number: kl)Llow Phone & Fax Number: wo%`3a23 Phone No.: Fax No.: 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, TAiJKS, 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. oy Signature of Owner/Agent Date Slikiiature of ontractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Print Contractor/Agent's Name 4&el Z d Signature of Notary -State of Florida Date 8Aft*S=ftCb.1= Melissa Caalem DOW 7Lre Contractor/Agent is Personally Known to Me or p(— Produced ID CGDc. 55 3 o ZO 3 <+/ zo 6d APPLICATION APPROVED BY: Date: Special Conditions: 11 PLAT OF SURVEY FOR CARL VORPAHL SEV 1'4( Lt COUNTY FLORIDA DFSCR!PT16N ots 10, 11, and 12, LESS the West 8 feet thereof of BECK'S ADDITION, actor ing to the Plat thereof as recorded in Plat Book 3, Page 101 of the 1. ublic Records of Seminole County, Florida. SURVEYOR'S CERTIFICATE This is to certify that I have made a Location Survey of the above described property and the Plat hereon is a correct representation of the same. 7 Jan 76 V. K. SmITH, REG. LAND SURVEYOR NO. 1653 1807 French Ave., Sanford, Florida VG J VC O J J I x cc 1 gyp- 27. 35N oa b,; 1M.35' 1 sign d t1J b o.- z • 8 Q ca O f. 00 Q it L1J v cp V LL CO NC: U s Coo NIQ ISLAMD. ; 280 N I 30.2 Ut f+. 4 .7 9 3: 30.1' ul-i 1 I `i. 27 127. 27' NE SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLYACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL BECONSTRUEDTOBEALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL. ALTER, OR SET ASIDE ANY OF THEPROVISIONSOFTHETECHNICALCODES, NOR SHALLISSUANCEOFAPERMITPREVENTTHEBUILDINGDEPTFROMTHEREAFTERREQUIRINGACORREC• TION OF ERRORS ON THE PLANS, CONSTRUCTIONOROTHERVIOLATIONSOFTHECODES. tail t'n O ST 3?' l SCALE : I 30 L^ 50' R/w ,ro, 34 ' PERK' 2 i rrK' ea a OFFICE CUPS' Central Aluminum SCREEN SERVICE 701 Cornwall *Sanford, Florida 32773 407) 323-6010 - (904) 775-4751 o+ " License Numbers RX-0021055 and SC-CO56754 0 11-02- 3a 3- 556 RID' FOR CI 4R ADDRESS ipil </L S JOB# 76 PORCH POOL DOORS COLOR SCREEN CUSTOMER GUTTER & ACC. LeiA iIL j 4, 3 ROOF 6 y S ANGLE KIP COLOR / X BRACING CABLE BENNETT ENGINEERING S' oF G 3 19 aax2 K jy -f/r., Z., VS G lI /It /ci J//T IV f i9/ /1,, UOoue' l XiJ fi vf. /SOO 6/ s4- pc'- r- A-sa A 2 Evd 6` 0 Ut-' . b7l A* y a r SECTION 5 ROOF OVER SYSTEMS ALUMINUM PAN SIZE PER TABLE) gip:.;.• •::::• :::• : rN 4 : 3) #8 x 1/2" S.M.S. EACH END OF EACH PANEL THROUGH ALUMINUM ANGLE W/ WASHER SHOWN: ALUMINUM'C' CLIP FASCIA WITH CLIPS @ 4'-0" O.C. USTIIyG T L/ RAFTER SS OR 1"x4"OR2"x3"x0.044" ALUMINUM ANGLE W/ 10 x 3/4" S.M.S. @ 16" O. C. INTO COACH FRAMING DETAIL 1A - CONNECTION AT ALUMINUM FRAME WALL 10 x 1/2" S.M.S. W/ WASHERS (3) PER PANEL VM NUM i I CUT EXISTING PANS BACK TO EXISTING POST AND BEAM EXISTING BEAM DETAIL 113 - CONNECTION AT ALUMINUM FRAME WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 757-4774 FAX (904) 767.6&% SEAL PAGE COPYRIGHT 2000 5-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. D m Table 5.2.2 Aluminum Building Systems Allowable Spans for Composite Roof Panels @ Various Loads m C Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 10 Density C7 Manufacturers Proprietary Products: I z 1-114" x 12" x 0.019" Riser Panels 1-114" x 12" x 0.026" Riser Panels Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load Region LoadOneand Two Span Three San Four Span Max Cantilever One and Two Span Three Span Four Span Max o Q US Cantilever 102 M.P.H. 21 4'-11" 6'-0" 6'-2" 2'-4" 102 M.P.H. 21 5'-5" 6'-9" 6'-10' 2'-7' m = a x <D z 110 M.P.H. 25 4'-8" 5'-9' V-10' 2'-2" 110 M.P.H. 25 5'-2" 6'-5" 6'-0" 2'-5' 120 M.P.H. 29 4'-5' 5'-5" 5'-6" 2'-l" 120 M.P.H. 29 4'-11' 6'-l' 6'-2' 7-4' mm0130 M.P.H. 35 4'-2" 5'-2' 5'-3" 1'-11" 130 M.P.H. 35 4'-8" 5'-9" 5'-10" 2'-2' i (1) ro g m Ill 140 M.P.H. 40 3' -11' 4' -11' 4'-11" 1'-10" 140 M.P.H. 40 4'-5" 5'-5' 5'-T 2'-1- 150 M. P.H. 46 T-9' 4'-8" 4'-9" 1'-9" 150 M.P.H. 46 4'-3" 5'-3- V 4" 1'-11- t ir- i b, 3 1-114" x 12" x 0.032" Riser Panels Wind Applied OverhanS Condition 0 z7mRegion Load One and Three Four Span Max y Two Span Span Cantilever z N M.P.H. 21 5'-10" 7'-3' T-4" 2'-9" I102 iTl110 M.P.H. 25 5'-7" 6-11" 7'-0" 2'-7" 120 M. P.H. 29 5'-3" 6'-6" 6'-7" 2'-6" 130 M. P.H. 35 4'-11" 6'-2" 6'-3" 2'-4" Q 140 M. P.H. 40 4'-9" 5'-10' 5'-11" 2'-3" a 150M. P.H. 46 4'-6" 5'-7" 5'-8" 2'-2" n x 0 0 m D Z C Z 1 " A w 3o N " VJ pm 3 v Z n 3 1 o 0oa 6 I' O 70 C S V/ Me.. Tlo _ m Z CIS 3" x 12" x 0.032" Riser Panels m w C1 y Wind Applied Overhang Condition N p G+ ; Oneand Three Max Region Load Four Span m Two Span Span Cantilever m a 102 M.P.H. 21 12'-9' 15'-9" 16'-0" 5'-0" oo a rn 110 M.P.H. 25 12'-1' 14-11 15'-3" 5'-0- m o ttA 120 M.P.H. 29 11'-5" 14'-l" 14'-5" 5'-0" o m 130 M.P.H. 35 10'-10" 13'-5" 13'-8" 5'-0" N 140 M.P.H. 40 10'-4' 12'-9" 12'-11" 4'-10' 150 M. P.H. 46 9'-10" 12'-2" 12'-5" 4'-8" Note: Total roof panel width = room width plus wall width plus overhang. 3" x 12" x 0.019" Riser Panels 3" x 12" x 0.026" Riser Panels Wind Region Applied Load Overhang Condition Wind Region Applied Load Overhang Condition One and Two Span Three Span Four Span Max Cantilever One and Two Span Three San Four Span Max Cantilever 102 M. P.H. 21 10'-7" 13'-1" 13'-4" 4'-11" 102 M.P.H. 21 11'-10' 14'-7' 14'-11" 5'-0" 110 M. P.H. 25 10'-1" 12'-5" 12'-8" 4'-9" 110 M.P.H. 25 11'-3" 13'•11' 14'-2" 5'-0' 120 M. P.H. 29 9'-6" 11'-9" 11'-11" 4'-6" 120 M.P.H. 28 10'-7" 13'-2' 13'-5" 4'-11' 130 M. P.H. 35 8'-11' 11'-1" 11'-4" 4'-3" 130 M.P.H. 35 10'-1" 12'-5" 12'-8" 4'-9" 140 M. P.H. 40 8'-7" 10'-7" 10'-9" 4'-0" 140 M.P.H. 40 9'-7' 11'-10" 12'-1" 4'-6" 150 M. P.H. 46 8'-2" 10'-1" 10'-4' 150 M.P.H. 46 9'-2" 11'' 11'-6' 4'-4' PROPOSAL Central, Aluminum SCREEN SERVICE t. 701 Cornwall • Sanford, Florida 32773 407) 323.6010 • (904E) 775-4751 dID a fl . POOL ENCLOSURES • PATIO ROOMS • CARPORTS • AWNINGS • VINYL WINDOWS LIC# RX0021055 Date 1-1 Estimate Customer AA( Lot _ i-] Order Mailing Address Blk. Job Address -s'R' Sub. Phone 410"7 3.13" Work Job Description Amount SCREEN Install Pool Enclosure Aluminum Mesh .......... Roof Style Roof Box Beams Color .......... ROOF Fiberglass Screen 2 x 2 Purlins Enamal Walls Posts, 2 x 2 Chairail, Doors Color .......... e, I ,,,/ itIAGG DOORS I.S. Swing ...... O.S.Swing ...... SPLASH Size........... Color .......... POST Size........... BEAM Size........... Color .......... GUTTER Color .......... Size........... Downspout ..... Color .......... rC 3Tl.rsfi JQ/'! llxpr Total Less Down Payment 71> I BALANCE PAYABLE UPON COMPLETION UNLESS OTHERWISE SPECIFIED I We ]ropose hereby to furnish material and labor - complete in accordance with above specifications, for the sum qf: OG mada,as g1low 1 dollars $ Payment to be 7 L/ ILC %Jl%49 / / All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders. and will become an extra charge over and above the estimate. All agreements conligent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado. and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. I............................. Acceptance of 13rapastail - The above prices, specifications, and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of acceptance Authorized Signature Note: This proposal may be withdrawn by us it not aceept"hin Signature Parcel Information 23 January 2002 Page 1 of 4 Parcel:36-19-30-538-0000-0100 Property:2421 FRENCH AVE SANFORD, FL 32771 Owner:VORPAHL CARL H & Mailing:VORPAHL CARL J 1358 LAURA ST CASSELBERRY, FL 32707 2723 Legal: LEG LOTS 1011 + 12 LESS WLY 8 FT BECKS ADD PB3PG101 TRY: 2002 TD: S4 SANFORD 17-92 REDVDS DOR: 25 REPAIR SHOP(EXCLUDIN Exemption Homestead Year Granted: Amendment-10 Amendment-10 Prior Year Total Re Appraised Addtion Total Land Value 89,685 89,685 89,68 Extra Features 5,962 5,852 5,85 Building Value 73,644 72,201 72,201 Income Value Total Just Value 169,291 167,73 9 167,73 9 orrect Assd/Admin Value lassified Value mend 10 Adjustment otal Assessed Value 169,2911 167,73 9 167,73 9 SALES Sale Deed Description Sale Date ORB Book ORB Page Sale Amt 1 QC SU PD QUIT CLAIM DEED 07/01/2001 04219 1034 10 1 11 U WD ARRANTY DEED 03/01/2001 04047 0838 10 1 12 U FJ FINAL JUDGEMENT 04/01/1997 03230 1734 10 1 11 SU WD ARRANTY DEED 01/01/1976 01075 1106 66,00 1100 Q W PECIAL WARRANTY DEED 01/01/1971 00825 0426 22,00 I 00 LAND CODEJ Land Rate jAg Ratel Land Area I Frontage D/Tj Depth Class Value Adj jOvd I Reason Just Value AS 5.04 O.Oq 17,937.00q 0.0 0 89,685 1 1 89,685 Total: 89,685 89,685• Fyi Page 2 of 4 v Parcel Information 23 January 2002 Parcel: 36-19-30-538-0000-0100 Bldg Num: 1 Base Built: 1959 Base Eff: 1959 Tax Roll Yr: 1959 Bldg Type:C MASONRY PILASTER. Base Area: 1,344 APPENDAGE Seq I Code I Actual I Adj jOvdj TRY 1 1 CPU I 51 5.541 2 COMMERCIAL Type ode Description Rate RCN Units Rank eigh torie Percent S 003 CONCRETE - WALLBEARING C 1.24 1,667 1,344 2 S P103 MASONRY PILASTER C 4.68 6,290 1,344 2 S P205 SLAB ON GRADE C-D-M-S-R 1.43 1,922 1,344 2 R 301 LAT 1.86 2,500 1,344 2 R 410IERVICE UILT UP COMPMOOD/GYPSM 1.0 1,39 1,3 2 W 512ONCRETE BLOCK - MASONRY 7.5 13,771 15 2 12 1 E 813LUMBING FIXTURES COMMERCIAL ( 569.00 3,41 6 2 I 100TORES RETAIL 14.3 2,831 19 2 I 500 SHOP 4.4 5,0811 1,14 2 Page 3 of 4 10 Parcel Information 23 January 2002 Parcel: 36-19-30-538-0000-0100 Bldg Num: 2 Base Built: 1972 Base Eff: 1972 Tax Roll Yr: 1972 Bldg Type:S Base Area: STEEUPRE ENGINEERED 1,260 APPENDAGE Seq I Code I Actual I Adj jOvd1 TRY COMMERCIAL ype ode escription Rate RCN Units Rank Heigh Storie Percent S 007 ONCRETE - WALLBEARING S 1.28 1,61 1,26 2 S 107 TEEUPRE-ENGINEERED S 2.3 2,98 1,26 2 S 205 LAB ON GRADE C-D-M-S-R 1.4 1,80 1,26 2 R 307 TEEL FRAME S 2.1 2,70 1,26 2 R 409 ETAL PREFORMED SHEETS 1.1 1,44 1,26 2 W 522 ETAL PREFINISHED 3.7 6,51 1 1 12 1 E 813 LUMBING FIXTURES COMMERCIAL ( 569.00 0 2 I 500 ERVICE SHOP 4.4 5,58 1,26 2 Page 4 of 4 Parcel Information 23 January 2002 Parcel: 36-19-30-538-0000-0100 Bldg Num: 3 Base Built: 1986 Base Eff: 1986 Tax Roll Yr: 1986 Bldg Type:S STEEUPRE ENGINEERED Base Area: 2,356 APPENDAGE Seq I Code I Actual I Adj jOvdjTRY COMMERCIAL Type ode escription Rate RCN Units Rank Heigh Storie Percent S 007 ONCRETE - WALLBEARING S 1.2 3,01 2,35 2 S 107 TEEUPRE-ENGINEERED S 2.37 5,584 2,356 2 S 205 LAB ON GRADE C-D-M-S-R 1.43 3,369 2,356 2 R 307 TEEL FRAME S 2.15 5,065 2,356 2 R 409 METAL PREFORMED SHEETS 1.15 2,709 2,356 2 W P522 ETAL PREFINISHED 4.57 17,604 214 2 18 1 E P813 LUMBING FIXTURES COMMERCIAL ( 569.00 0 9 2 I 500 PERVICE SHOP 4.431 10,4371 2,35q 2 EXTRA FEATURES Line Code Note Area RCN Ovd Bit Eff TRY Depr-RCN Bldg 1 0830 SPH/COMM 5207 5,207 79 79 79 2,083 1 2 0830 SPH COMMiONC/COMM 3300 3,300 79 79 79 1,320 2 5 1350 CL FENC 105 63 86 86 86 29 3 6 0805 2394 3,591 86 86 86 2,15 3 otal: 12,728 I $5,85