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HomeMy WebLinkAbout1107 8 StPermit # : ©7 - - 40 Job Address: I 10 Description of Work: - Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Print e- L�-fto C Zoning: Value of Work: $ 00 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Meebanieal: 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 #: 6L) It I Owners NAme,& Address: _ Contractor Name & Phone & Fax:. V Bonding Company: Address: - Mortgage Lender: . Address: Architect/Engineer: —3-66 — 14Do/i — 6610 (Attach Pr of 0 ;-Vq ol'12cCT So, -7f ct t10-7 7� 0 776 & Legal Description) . . Phone: �) Or StateI License IyUniber: C8C. 060 3G/F Contact Person: �' G l�t4 G / Phone: Phone: Fax: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 requiris of Florida Lie aw, FS 7I3j� _ Signature of Owner/Agent Date Signature of Contra dAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID �6 APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Datc) Special Conditions: contractor/Agent's Nam \���\\�� I///N��/// Signa re o otary-State of Florida ` h, • �5(M'tc 20/ i•� O •O Contractor/Agent is Personally 16%alp*",-eUSO Produced ID,L BQ j 3 3 5 Sc •(c 6 F..P.�. Utilities: (Initial & Date) (Initial &Date)] s lm i� L. L.. iAP h 6 t r, i J 8.4 to Y 9.4 � 18 DAVID JOHNSON CFA, ASA 09ac a�oH� _� 2.4 17 a��3.41 PROPERTY tu�Ld � Jra 18 W r- APPRAISER SEMINOLECOUNTY FL.'01() 100H 1101 E. FIRST sT a4 5ANFOI20, FL 3 2771-1 468 ua�S.G toes I. 4.0 4007-6615-7506 r g pr1. ill0G 9101-1 a 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-100H-0010 Number of Buildings: 1 Owner: MONTGOMERY SONJA Depreciated Bldg Value: $100,970 Mailing Address: 1107 8TH ST E Depreciated EXFT Value: $128 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $30,046 Property Address: 1107 8TH ST E SANFORD 32771 Land Value Ag: $0 Subdivision Name: SANFORD TOWN OF Just/Market Value: $131,144 Tax District: S1-SANFORD Assessed Value (SOH): $120,395 Exemptions: 00 -HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $95,395 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $1,820 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,820 WARRANTY DEED 09/2005 05940 0803 $147,000 Improved Yes Save Our Homes (SOHI Savings: $0 WARRANTY DEED 06/2003 04909 1651 $61,300 Improved Yes 2006 Taxable Value: $92,459 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... - Method Units Price Value LEG LOTS 1 2 + 3 (LESS W 39 FT) BLK 10 TR FRONT FOOT & 78 164 .000 360.00 $30,046 H TOWN OF SANFORD DEPTH PB 1 PG 115 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 1964 5 945 1,290 945 BRICKNVOOD $100,970 $113,449 FAMILY FRAMING Appendage / Sgft GARAGE UNFINISHED / 297 Appendage / Sgft OPEN PORCH FINISHED / 48 NOTE: Appendage Codes included in Living Area; Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM UTILITY BLDG NO FLOOR 1980 80 $128 $320 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recent2 purchased a homesteaded eroperty our next ear's property tax will be based on Just/Market value. In f- 'EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation Report # 73W4-09 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: ® Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSI/DASMA 108 or TAS 202) ❑ Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 20 1) Description of Product: Steel Pan (min. 25 ga.) Single -Car (up to 9'0"wide) WINDCODE W4 Garage Door Design Pressures: +25/-32 Test Pressures: +37.5/48 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 73W4, 1500W4, Glazing approved per HCN-185C, HCN-3. Low head room track 75W4, 190W4, HCN-120 A/B 300159-Rev08 approved per HCN-126. 84AW4, 94W4 76W4 HCN-120 A/B 102429-Rev01 No lites allowed. Low head room track approved per HCN-126. Glazing approved per HCN-1850, HCN-3. Low head room track 42W4, 48W4, 55W4 HCN-120 A/B 102046-Rev06 approved per HCN-126. Glazing approved per HCN-185C, HCN-3. Low head room track 4RSTW4, 6RSTW4 HCN-120 AB 1021.37-Rev03 approved per HCN-126. Glazing approved per HCN-185C, HCN-3. Low head room track 4RSFW4, 6RSFW4 HCN-120 AB 102409-Rev02 approved per HCN-126. 2RSTW4 HCN-120 AB 102430-Rev01 No lites allowed. Low head room track approved per HCN-126. Glazing approved per HCN-185C, HCN-3. Low head room track 110RW4, 120RW4 HCN-120 AB 101979-Rev05 approved per HCN-126. H73 W4, H500W4, Model uses horizontal reinforcement; door height does not affect H76W4, H94W4 HCN-120 AB 102485-Rev03 rformance. No lites allowed on model H76W4. H4STW4, H6STW4, HCN-120 AB 102491-Rev02 Model uses horizontal reinforcement; door height does not affect H2STW4 erformance. No lites allowed on model H2STW4. Model uses horizontal reinforcement; door height does not affect H4SFW4, H6SFW4 HCN-120 AB I 102576-Rev02 performance. Installation requirements: Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Certification of Independence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria of independence as stated in 9B-72.110 F.A.C. Signature.:. e er Gary Pfu , P. E. Florida P. E. No. 49850 Date: Z:�1-ne'oJ FILF: 73W4-09-REv02 IFLDUDA PRODUCT aDDMaL 30026H I A i MODELSOPTIONAL DSB OR 1/8" ACYRUC UTES AVAILABLE. OPTIONAL REVDATE I DESCRIPTION STANDARD_ INSULATED ACRYLIC GLAZING IS PLASKOLITE OPTIX OR LUCITE CP 03 12/1999 ADDED JAMB ATTACHMENT INFORMATION 24 GA 84A 94 - APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC q DENSITY POLYSTYRENE FOAM INSULATION 3" TALL U -BAR 04 1/2000 DESIGN LOADS WERE +/-24.2; ADD 50 KSI STRUT SPEC. 25 GA 73,'795 190 1500 2606 (SEE SECTION B -B) 1-5/16' THICK WITH VINYL HAIRCELL 20 GA. GALV. STEEL 05 3/16/2000 ADDED LHR TRACK OPTION NOTE: DEL. MIN 82/90 BACKER (INSULATED MODELS ONLY) �-- 2' THICK O6 9 2003 CLARIFY GLAZING OPTIONS (1) INTERMEDIATE STILE 20 GA. MIN. END STILES ATTACHED TO DOOR / ATTACHED W/ TOG -L -LOC (TOP & BOT SKIN WITH PATENTED TOG -L -LOC SYSTEM 25 CA. MIN. STEEL �I 3' I_ 07 08/03/04 ADDED INSULATED M/N 790, 1500 IND URETHAN $ ADHESIVE (AL NG CENTER) A TOP, BOTTOM & CENTER). SKIN COATED WITH GALV, ® 08 05/19/05 UPDATED CODE REF. r y BAKED -ON PRIMER, 1-7/8" AND A BAKED -ON POLYESTERT - HORIZONTAL TRACK SUPPORT BY TOP COAT APPLIED TO BOTH I DOOR INSTALLER (TO SUIT) ;s t< W 0 >w SIDES OF STEEL SKIN. 18 OA. GALV. STEEL TOP THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEETS THE - ROLLER BRACKET. EACH .� WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE BRACKET ATTACHED W/(3) DR INT NATIONAL BUILDING CODE BUT DOES Mpj MEET THE /14.5/8' SHEET METAL IMPACT REGIONS MF. CHAPTERIR5EM�T FOR WINDBORNE DEBRIS SSCCREWS. 13 GA. GALV. STEEL FUG BRACKET. u I SHIP LAP JOINTS. EACH FASTENED TO WOOD JAMB WITH LOCK POSITION y� (3) 5/16'x1-5/8" WOOD (AG SCREWS. (BOTH SIDES) 14 GA. GALV, STEEL g w TWO POINT LOCKING END SLIDE BOLT END HINGE. EACH U' TRACK CONFIGURATION 2 STILE LOCK ENGAGES F'STENED��((To END s/B w INTO VERTICAL STILES MET�i �cnEWs . N TRACK. ONE & (4) 1/4'.3/4' SELF o LOCK ON TAPPING SCREWS. oQ EACH SIDE II 2" GALV. STEEL TRACK, OF DOOR. MIN. TRACK THICKNESS: .060' 3" TALL z ZO GA GALV. STEEL 50 KSI 0 �0 NpINSIDE SLIDE BOLT MIN U -BAR. ONE U -BAR PER OPTIONAL VENTS '—' LOCK OPTION SECTION. EACH /4*U-BS ATTACHED w CATIO F y.A WITH TWO i/4".3/4' SELF TAPPING S __U_[SCREWS PER STILE LOCATION. TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. OPTIONAL OUTSIDE KEYED LOCK POSITION NOTE 1: (4) TRACK BRACKETS PER SIDE. (FACTORY ATTACHED) MAX. DOOR WIDTH 9'0' DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). w jj14x5/6" SHEET METAL SCREWS DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). o. o NQM DOUBLE TRACK LOW HEADROOM IS VERTICAL JAMB ATTACHMENT (C-90. BLOCK OR AVAILABLE AS AN OPTION 2.000 VI MIN. CONCRETE COLUMN): 13 GA GALV. STEEL BOTTOM BRACKET. 3/8"x4 SLEEVE ANCHOR BEIM, 24" CENTERS (BOTH ATTACHED WITH TWO 114.5/8" Li L C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SHEET METAL SCREW FRONT FRAME WITH U.V. O O 1/4'x4" TAPCON SCREWS ON 24" CENTERS (2,000 COATING ON OUTSIDE SURFACE PSI MIN. CONCRETE)). WASHERS INCLUDED WITH ALUMINUM EXTRUSION 1/4"x3/4" SELF SLEEVE ANCHORS, i° O.D. WASHERS REQUIRED & VINYL WEATHERSTRIP' TAPPING SCREWS. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK SECTION A -A (SIDE VIEW) 14 CA: END HINGES 18 GA. INTERMEDIATE HINGE �' (BUT NOT REQUIRED) O PROVIDE A FLUSH THIS DOOR MEETS 0 EXCEEDS THEDESIGN I� � II OPTIONAL 10 SCREW VIEW "8" VIEWLS° MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT LOADS FOR THE WIND SPEEDS LISTED BELOW GLAZING WINDOW LITE TRANSFER LOAD. ACCORDING TO THE FLORIDA BLDG. CODE MOLDED INSIDE _1z4 SCALE OR IBC (ASCE7) FOR THE FOLLOWING LITE RETAINER CTION B -B STOP MOULDING BY DOOR INSTALLER (TO SUIT) CONDITIONS: 1) ENCLOSED BUILDING, 2, DOOR QBx3/4" PAN HEAD SCREW 2x6 YELLOW PINE JAMB1 1r20 GA. MIN. GALV. STEEL END STILE 3) IMPORTA CHAS 2' OF IET FACTOR IN IOOFIN.0. 4) A 'S END PONE, (10 SCREWS PER LITE) 12 GA GALV. STEEL TRACK MEAN R01 BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/18"xt-5/8" LAG SCREW PER TRACK BRACKET. FA GA. GALV. STEEL CENTER' HINGE �` # 145 8 SH INTER. STILES W . N 14x5/8 SHEET METAL SCREWS. L-14 GA. GALV. STEEL ROLLER HINGEOUTSIDE KEYED FASTENED TO END STILES EACH W/%) LHR TOP BRACKET HANDLE #144/8" SHEET METAL SCREWS AN DOUBLE HORIZONTAL (4) 1/4 x3/4" SELF TAPPING SCREWS PER END HINGE. TRACK 2" DIA SHORT STEM, 10 BALL STEEL ROLLER. MAY BE COUNTERSUNK A FLUSH MOUNTING NOT TRANSFER LOAD. NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS D o p o o p o o p Ln �"%Qf JAMBS BY OTHERS. SNAP LATCH ENGAGES INTE ONTO VERTICAL TRACK. STIL ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END r I U" STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING DESIGN ENGINEER: MARK WESTERFIELD PE END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DOURLF TRACK OUTSIDE KEYED LOCK FLORIDA P,E. #48495, NC P.E. #23832, TEXAS P.E. #91513 LOW HEADROOM OPTION SNAP LATCH LOCK OPTION aRo.uu aWwlpt AIW mawm IN mut DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. INKWIN A %N= sw. (b1K=tl TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. CLOPAY BUILDING PRODUCTS COMPANY SCALE' NOTED WIND -On RATING W 4 I MAX. DOOR SIZE - 9'W x 8'H ® l® P ay 8585 DUKE BLVD. DATE' 9/23/96 OESCRIPTIM Building Products MASON, OH 45040 (513) 770-4800 DRAWN BY- MWW 73 75 84A/94, 9'W +25/-32 Com an Cl.p y Corpo toA All Rghtt RR.Rrw4, CHECKED BYE B DRAWING NUIIHER. 300159 REV, 08