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HomeMy WebLinkAbout2207 Community Way; 17-1853; GARAGE DOORa fi JUN 10 2017 Ei CITY OF SANFORD gy, BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1,800.00 Job Address: 2207 COMMUNITY WAY SANFORD, FL 32771 Historic District: Yes No 0 Parcel ID: 36-19-30-534-1200-0050 Residential X Commercial Type of Work: New Addition Alteration Repair X Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Phone: 3212848290 Name YANNI MOLLY Street: 2207 COMMUNITY WAY City, State Zip: SANFORD, FL 32771 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 8772250658 Title: INSTALL MANAGER Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Phone: 321-229-0881 Resident of property? : YES Contractor Information Phone: 321-284-8290 Fax: 877-225-0658 State License No.: CRC1330671 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. h FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code f1 Revised: June 30, 2015 Permit Application (/ V 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. The Gityof Saifod requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order t- o calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Print Signature Date 0 W CHARLES E. MERINO MY COMMISSION # FF940114 No' EXPIRES December 01, 2019 4C/)398-0'53 FinriAeNnf—v —i-- Owner/Agent is Personally Known to Me or Produced ID " Type of ID Signature of Contractor/Agent Date WILLIAM WALDEN Print Contrac a /Agent's e k, Signature c Notary -St a of Florida Date Sis C,,HARLES E. MEI IN® MYCOMMISSION # FF940114 EXPIRES December 01. 2019 Ftor No• Contractor/Age Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application 6/13/2017 SCPA Parcel View: 36-19-30-534-1200-0050 I Property Record Card CMIfflum Parcel: 36-19-30-534-1200-0050 Owner: YANNI MOLLY Property Address: 2207 COMMUNITY WAY SANFORD, FL 32771 Value Summary 2017 Working jn16c.rtified Values Values Valuation Method I.... __............... ............. ......, Cost/Market Cost/Market w -_. I Number of Buildings 1 1 I i Depreciated Bldg Value 68,637 64,344 Depreciated EXFT Value 1,750 1,800 Land Valuee (Market) 31,532 s $26,372 Land Value Ag i JusUMarketValue ` 101,919 92,516 i Portability Adj y............ Save Our Homes Adj 18,776 11,083 Amendment 1 Adj j .. P&G Adj 0 i 0 f.-. _._..._.... ........._.. Assessed Value m..._....._.. _. .,.- 83,143 81,433 Tax Amount without SOH: $1,041.00 2016 Tax Bill Amount $819.00 Tax Estimator Save Our Homes Savings: $222.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 5 + 6 BLK 12 HIGHLAND PARK i PB 4 PG 28 Taxes Taxing Authority Assessment Value i Exempt Values Taxable Value j (CrtySanford i 83,143 50000 33 143 Schools 83,143 " 25 000 58 143 SJWM(SaintJohns Water Management) 83,143 50 000 33 143 } County Bonds K..__. ........,... 83,143 ` 50,000 33 143 i County General FundI 83,143 I 50 000 33 143 j Sales I ............. Description Date Book Page Amount L LQua Vac/Imp WARRANTY DEED 3/1/2004 05248 0645 129 000 Yes Improved j SPECIAL WARRANTY DEED 8/1/2003 05006 1683 87,000 No Improved CERTIFICATE OF TITLE 8/1/2003 04977 1860 100 No Improved I CERTIFICATE OF TITLE 6/1/2003 04864 0544 100 No Improved WARRANTY DEED 4/1/2000 03848 1400 87,500 Yes Improved QUITCLAIM DEED 5/1/1993 02598 0606 100 No Improved WARRANTY DEED 6/1/1992 02445 0485 54,000 Yes Improved I i I "_.d in;rCr r zparabtev:a,N° Land Method Frontage Depth E Units Units Price Land Value i FRONT FOOT &DEPTH i _ _._ 117.00 136.00 0 275.00 : 31,532 i http://parceidetail.scpafl.org/ParceiDetaillnfo.aspx?PID=36193053412000050 1/2 L RECORD COPY µ City of Sanford Building and Fire Prevention Product Appro Specification Form 6 7 DING 1 7- 1 6 5 3 "'DPermit # z 0' PAR- Project Location Address 2207 COMMUNI AY SANFORD, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional LA MARR a n'aH.ERI_TAGE 1;Q00 X7 ,. FL•5302±5, R 1 Roll U Automatic Other - OVERHEAD AEVI 2. Windows EXAMINER Single Hun bkP46 1-1 Horizontal Slider DATE Casement Double Hun Fixed SA FOUL) Awnin A PER IT ISSUED SHALL BE CONS TR Pass Through LICEN ATE, CANCEL, ALTER OR SET Projected ASIDE F NY OF THE PROVISIONS O ' ept pSnhAIT PREVE NT _ Mullions coo FACIAL FROM THEREAFTER Wind Breaker REauWING A CORRECTION O DE Dual Action C' Other June 2014 1 Category/Subcategory Manufacturer Product Description(including Florida Approval,# decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 9. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products f Applicant's Signature W 5.1 Applicant's Name,L Please Print) June 2014 16 GA GAL`/. RESIDENTIAL vi TnA. STRUT' ATTACHED TIT ROLLER BRACKET 4 ATTACHED V/(3) L4' x 3/4' HEX HEAD SCREWS PER BRACKET TYPICAL T N.T.S. SEE (TABLE 2) ON PAGE COMMENDED SECTION CON d1 EM9GMSHENTS NOT SHOWN FOR CLARITY SEE TABLE 4 I FOR STILE PL, 2. 20GA. STRUT ATTACHEL V/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT gCENTERSTILE 1) 5 16' DIA. H HAD BOLT ATTAI AT EA. JAMB BF 20 GA CEN MEAN ROOF HEIGHT 30' 1 15' 1 25' 1 15' 1 25' 1 ED V/ HEAD SCREWS RACKET ATTACHED LT AND NUTS SPLICE TRACKS AT THIS LOCATION SECURE 1TO TRACK SPLICE BOLTS t1-5/ SECURE TO JAMB 1RAC (S ICE B DIA. • 1NUTS LAG BOLTS SLICE) 1) 5/16' DIA x I-6/6• LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET C 12 GA. GALV. 511f1"LTHROUGH) JAMB BRACKETS G ATTACHED W/ (1) 1/4-.20 TRACK SPLICE BOLT t NUT OR (2) RIVETS B A SEE (TABLE 3) ON PAGE 3 f"nR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS N.T.S. Iv OE3MIN OF WiSIX DATE BY A LPDATED DOM PACKET NFORIA10 OB/ID/OS OU ADDED OAM96WT AND BADNG 0PTO115 B UPDATED NOTE 5 A DU C UPDAIED TO ASFF 7-10 / FK NAO 11104AI DFI D ONGED SET RASM FOR TOP ¢COON 01 3 R A u wresT.ol' MAXSlzE %€ THE LOAD 'B' T4' =.'. :• N9 x. DESIGN LOAD g T • : 19.1 PSF 22.6 PSF tuED Ua1T TATE OF TEST LOADS 33.9 PSF '" FLSi. FgAx-tir A-_ 165 CARRIAGE COURT WINSTON-SALEM. N.C. E7105 MODEL # 650 OAK SUMMIT w/DuraSafe MODEL # 600 STRATFORD w/DuraSafe MODEL # 950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panel's ZEI MAI BY CUI DAIE 05/14/12 DRAW RAW 31 OIE00D DY AKI DAIE 05M40 IRC-6009-110-11 9RET I OF 3 B B 2' 20GA. STRUT LOCATED AT THE TOP OF 11/4 GLAZED X3/4 SHEXIOHEADATTACHED SCREWS AT END AND CENTER STILE OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT B B 2' 20GA. STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED W/(2) 1/ 4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILE OPTIONAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT 10- SHORT PANEL GLAZING FASTENER DETAIL N. T.S. LONG PANEL GLAZING FASTENER DETAIL N. T,S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 IcraFrome WINDOW FRAME OPTIONAL Decra INSERTS THUVPROTECTION /WITH UV PROTECTION MIN. 3/32" THICK SSB GLASS 10) i8 K 3/4' PAN HEAD SCREWS T EACH SNORT PANEL WINDOW FRAME a ( 16) /8 X 3/4' PAN HEAD SCREWS AT EACH LONG PANEL WINDOW FRAME MOLDED INSIDE SECTION B-B WOOD JAMB ATTACHMENT TO STRUCTURE 5/ 16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' D.C. (1 1/Y EMBEDMENT) 2 X 6 VERTICAL s g pTTp(YNENT TD 2A00 PST CTIJCRETE HILTI KVIK BOLT 3/8' % 4' STARTING 6' FRON ENDS THEN 24• D.C. 12 1/Y EMBEDMENT) HILTI SLEEVE ANCHOR3/6' X 2 -3/4' STARTING 6' FROM ENDS THEN 24' O.C. a 1/4' EMBEDMENT) ITV/ RAMSET REDHEAD (TRU-BOLT) 1/TW X 4' STARTING 6' FROM ENDS TIE. 24' O.C. 12 1/2- EMBEDMENT) X6VFRTICpIJANpTTAC14MEMTTOIRLLGVC-90 BLOCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS (IF FASTENERS 3' APART) AT 24' O.C. (1 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KVIK-CON 11+ SCREWS STARTING 6' FROM ENDS, USE PAIRS DF FASTENERS ( 3' APART) AT 24' D.C. (1 1/4' EMBEDMENT) P % 6 RTI • MB pTTA .T TH .PT) 0 90 N (P0R0 PSI —UT) HILTI SLEEVE ANCHOR 3/e' x 2 _1; STARTING 6' FROM EN S THEN 24' O.C. 1 1/4' EMBEDMENT) (OR, USE FASTENERS FDR HOLLOW C-90 BLOCK) RAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. ePREPARATMN OF WOOD JAMBS BY OTHERS WOOD CONCRETE HOLLOW BLOC GROUTED BLOC i STRUCTURE STRUCTURE I, ISTRUCTURE STRUCTURE IT- V 22-3 1-vz' MD4 4' 2x6 JAMB TI 3' MIN A O NSGf PDOAKSWgROS/U/ AID B JUMAIMNOTE6 09 qJ C LPDAIID M AS(E 7-10 / FX WO 11 1 OPL 0 IOWW TAUT RACDOO FOR TOP SECRON MIOBA31 AIR dAt111111111/1 0 SHE(p r MAXSIZEa •' ri 9 14-` LL DESIGN LOADS 22.6 PS F E?a, S1 E OF i `',•` Li? F9TESTLOADS28.7 PSF G r; 1©r •`U'. 3 illg • 33. 9 PSF yn .. D S. FL aAniarreAueR eRR 165 CARRIAGE COURT WINSTON-SALEM, N.C. 27105 MODEL #650 OAK SUMMIT w/DuraSafe MODEL /800 STRATFORD w/DuraSafe Li Li MODEL #950 HERITAGE w/DuraSafe I ILI Short, Long, Flush & Oak Summit Panel's Sm WAN OW DATE 05/14/M DRAYIG MAKER AVAILABLE TRACKCONFIGURATIONSN.T. S.- B IRC-BO09-110-11 OIECO BYAAEDATE05/14/03 9M 2 OF 3 TABLE 1 TABLE 2 TABLE 3 TABLE 4 my 1aff DATE ID WM70 8070 BRA00.T IIMATI N OB/10/D5 aA AM oAMW AID aAW WIMS B UPDATED NO1E 6 M 0J C nATM M W 7-10 / FIC 2O0 11 1 MC D DIME SW MCELOR. FOR MP SECTION 01 3 RR S a77SiCln`°saer ax MAX SIZE DESIGN LOADS "•*"- 19.1 PSF ` a 22.6 PSF aSrl°,/ TEST LOADSfig 2e.7 PSF E' ''v •'• : ,, 61S3 33.9 PSF x FL S%03d Ao- pp SO ppp 165 CA TACE COURT VINSTON SALEN, ML 27105 MODEL #650 OAK SUMMrr w/Durasafe MODEL #800 STRATFORD w/DuraSafe MODEL #950 HEMAGE w/DuraSafe Short, L kg, Flush k Oak Summit Panel's 42E WAS BT 9J DAIS M/14/OJ MAW NIma B DIE00D BY Ac DAZE asp+pJ IRC-6009-110-11 ALL TRACK ATTACHMENT SPACING /-2' ALLOWED WITH SYP OR SPF N0. 2 OR BETTER 9IET J (F J STRUT SPACING (BASED ON RECOMMENDED SECTION n2l- 9'6" DOOR HEIGHT CONFIGURATION) TOP A B C D. E F G T 6' 6" 18 1/4" 36 1/4" 54 1/4" 67 1/2" 7' 18 1/4" 39 1/4" 60 1/4" 731/2" 7' 6" 15 1/4" 33 1/4" 51 1/4" 69 1/4" 81" 8' 18 1/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2" 8' 6" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 91 1/2" 9' 151/4" 331/4" 51 1/4" 691/4" 871/4" 99" 18 1 /4"36 1/4" 54 1/4" 72 1/4" 90 1/4" 103 1/2" 10' 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 109 1/2" 10'6" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 115 1/2" 11' 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 121 1/2" 11'6" 18 1/4" 39 1/4"60 1/4" 78 1/4" 96 1/4" 114 1/4" 127 1/2" 12' 18 1/4" 39 1/4" 60 14" 81 1/4" 102 1/4" 120 1/4" 133 1/2" 12'6" 18 1/4" 36 1/4"54 1/4" 72 1/4" 901/4" 108 1/4" 1261/4" 139 1/2" 13' 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 132 1/4" 145 1/2" 13'6"18 14"39 1/4"60 1/4" 81 1/4" 102 1/4" 120 1/4" 138 1/4"151 1/2" 14'18 1/4"39 1/4"60 1/4"81 1/4"102 1123 1/4" 144 1/4"157 1/2" DOOR TRACK ATTACHMENT SPLICEHEIGHTABCDEFGS6'6" 10" 38" 58" 70" 7' 10" 38" 58" 76" T6" 4" 28" 52" 76" 82" 8' 10" 34" 58" 82" 88" 8'6" 4" 28" 52" 76" 9' 10" 34" 58" 82" 100" 9'6"4"28" 52" 76" 100" 106" 10' 10" 34" 58" 82" 106" 112" 10' 6" 4" 28" 52" 76" 100" 118" 11' 10" 34" 58" 82" 106" 124" 11'6" 4" 28" 52" 76" 100" 124" 130" 12' 10" 34" 58" 82" 106" 130" 136" 12'6"4"28" 52" 76" 100" 124" 142" 13' 10" 34" 58" 82" 106" 130" 148" 13'6" 4" 28" 52"6" 100" 124" 148" 154" 14' 10"34"58"82" 106"130" 154"160" DOOR HEIGHT SECTION HEIGHTS Btm 2 3 4 5 6#7 8 14'0" 21" 21" 21" 21" 21„ 21" 21" 21" 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 13'0" 21" 21" 21" 18" 18" 18" 18" 21" 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 12'0"21" 21" 21" 21"21" 18" 21" 11'6" 21" 21" 21" 18"18" 18" Section Center Stile Location Measured from LeftAllawiedEdge)PositileNegiti e( ft)(PSF) Max Design LoadsPanelType PSF) 8'0 Short, Oak Summit 48.000 21.4 25.3 8'0 Long48.000 21.4 25.3 8'2 Short,,0ak Summit 49.000 20.9 24.88'2 Lang 49.000 20.9 24.884Short, Oak Summit 50.000 20.5 24.38'4Long50.20.5 24.38'?6 Short, Oak Summit 51.000 20.1 23.88''6 Long51.000 20.1 23.88"8 Short, Oak Summit 52.000 19.7 23.48";8 Long 52.000 19.7 23.4 8;10 Short, Oak Summit 53.000 19.4 22.98'110 Lang 53.000 19.49'-0 Short, Oak Summit 54.000 19.1 22.69'; 0 Long 54.000 19.1 22.6 6/132017 • . , 2207 Community Way - Google Maps Google Maps 2207 Community Way https:/ twww.google.com/maps/p!ace/2207+Community+Way,+Sanford,+FL+32771/@28.7913891,-81.2698558,3a,75y,35.39h,90t/data=!3m6!1el!3m4!1 ss4-8t5iL... 1/1 REQUIRED INSPECTION SEQUENCE BP# 1-i- 1 BUILDING PERMIT Min Max Ins ect on ,Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: 2Z0"7 CA),^& &VN c i j WA E E- TRICA LT1v RWT min Max I(nsectnon escri ill®ffi Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final QQ yy-E1pq .99 j(,ry r a r. ccreS+.e i.v# +a. K vm- e..+rrc a.wras h .,xt'..:r w-': Min Max Ind ection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min I Max Mechanical Final II Min I Max I Inspection Description Gas Unde Gas Roug Gas Final and REVISED: June 2014