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108 Rose Hill Tr- BR18-004612 - GARAGE DOOR REPLACEMENTJob Address: 108 ROSE HILL TRAIL Parcel ID: 18-20-31-503-0000-0050 Type of Work: New Addition OV 2N zO18BK CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /Sp `/6 Documented Construction Value: $ 1991.90 Historic District: Yes No Q Residential 0 Commercial 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: 321-284-8290 Name PENA, MERIEN Street: 108 ROSE HILL TRAIL Title: INSTALL MANAGER Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information City, State Zip: SANFORD, FL 32773 Name WILLIAM WALDEN Phone: 407-733-8385 Resident of property? : YES Contractor Information Phone: 321-284-8290 Street: 244 OBRIEN RD Fax: 877-225-0658 City, State Zip: FERN PARK FL 32730 State License No.: CRC1330671 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value ofthe 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type ofID Signature of Contractor/Agent Date WILLIAM WALDEN Print Contracto ger s N ignature ofNotary -State ofFlori Date o4 jv;a CHARLES E. MERINO MY COMMISSION # FF940114 EXPIRES December 01, 2019 4criE'a ctnr" r dirXice. o2ersor ally Known to Me or 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 Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: 5r I.16 • Ig Revised: June 30, 2015 Permit Application Marien Pena 108 Rose Hill Trail Sanford, FL 32773 USA Task # 1 Precision Door Service of Central Florida 244 O'Brien Rd Fern Park, FL 32730 877-225-0658 Description of Work Invoice 50808059 Invoice Date 11/19/2018 Completed Date Customer PO Job Address Marien Pena 108 Rose Hill Trail Sanford, FL 32773 USA Quantity Your Price Your Total 1.00 $0.00 $0.00 2 150 off New Garage Door 1.00 150.00 150.00 3 New Double Car Install w/ Door Parts (Over $800 Value) 1.00 0.00 0.00 Precision Door Service Premium Upgraded High Cycle Parts*: *Compared to Industry Standards Lifetime Warranty on All Labor Limited Lifetime Warranty on Hardware Installed (drums, cables, bearings, rollers, springs) 4 Senior Citizen/Military 5% off total invoice *Website* 1.00 150.00 150.00 5 Customer Discount 1.00 200.00 200.00 Chargeable Materials Material Description Quantity Your Price Your Total 1 City Permit 1.00 125:00 125.00 2 16x7 Haas Door 1.00 1,662.00 1,662.00 3 Double Car Glass Short or Long Panel for Haas 2400 Series doors 1.00 375.00 375.00 4 110 MPH Wind Load 1.00 0.00 0.00 5 True White Color 1.00 0.00 0.00 6 Ribbed Short Panel 1.00 0.00 0.00 7 6 Pane Inserts 1.00 0.00 0.00 8 12 inch Radius Track 1.00 0.00 0.00 9 New Door Vinyl Trim Kit for Double Car Garage Door: Includes (1) Horizontal piece and (2) 1.00 79.95 79.95 Vertical pieces 10 Torsion Spring Assembly 1.00 0.00 0.00 11 Precision Nylon 2" Diameter 5 1/4" Shaft 13-bb Sealed Nylon Roller w/Dust Cap 10.00 0.00 0.00 12 Center Bearing Plate LHR w/Bearing: Center Bearing Plate - Single Clipped Corners 1.00 0.00 0.00 13 8' -16' Torsion Shaft Galvanized Tube Shaft 1.00 0.00 0.00 14 8'6" 1/8 709 Torsion Cables 1.00 0.00 0.00 15 End Bearing Plate w/Flange and bearing right hand 1.00 0.00 0.00 16 Spring Guard: PDS Torsion Spring Warning Guard 2.00 0.00 0.00 17 End Bearing Plate w/Flange and bearing left hand 1.00 0.00 0.00 18 Operator Reinforcement Bracket for Wind Loaded Garage Doors: Bracket displaces the pull 1.00 0.00 0.00 from the garage door opener across the entire center style, preventing garage door panel failure in the event of a unbalanced garage door system. 19 Drum 400-12 LH 1.00 0.00 0.00 20 Drum 400-12 RH 1.00 0.00 0.00 21 Precision door service is not responsible for caulking or painting trim* 1.00 0.00 0.00 22 2x6 Pressure Treated Lumber Build out for 16-18' Garage Door: Includes Vertical Jambs, 1.00 249.95 249.95 Header and Spring Pad Paid On Type Memo Amount 11/17/2018 Check 1789 Acousticorp LLC 1,000.00 Sub -Total $1,991.90 Tax $0.00 Total Due $1,991.90 Payment $1,000.00 Balance Due $991.90 Contractor Number: CRC1330671 I authorize Precision Door Service of Central Florida to perform an initial door/service or repair estimate which will be presented to me in writing. I acknowledge that an initial door/service or repair estimate was performed on and presented to me in writing and sent by e-mail. Billing Address Marien Pena 108 Rose Hill Trail Sanford, FL 32773 USA Precision Door Service of Central Florida 244O'Brien Rd Fern Park, FL 32730 877-225-0658 Description of Work Contractor Number: CRC1330671 Invoice 50723909 Invoice Date 11/17/2018 Completed Date 11/17/2018 Customer PO Job Address Marien Pena 108 Rose Hill Trail Sanford, FL 32773 USA Sub -Total $0.00 Tax $0.00 Total Due $0.00 Balance Due $0.00 I authorize Precision Door Service of Central Florida to perform an initial door/service or repair estimate which will be presented to me in writing. ul j 11/17/20 8 1 acknowledge that an initial door/service or repair estimate was performed and presented to me in writing and sent by e-mail. 11 /17/2018 11 /19/2018 SC:PA Parcel View: 18-2U-31-5U3-UUU0-UU5U Property Record Card Parcel: 18-20-31-503-0000-0050 Property Address: 108 ROSE HILL TRL SANFORD, FL 32773 Value Summary Legal Description LOTS ROSE HILL PB 54 PGS 41 8 42 it Taxes Taxing Authority Assessment Value I Exempt Values i Taxable Value County General Fund 80,676 50 000 ; 30 676 ' Schools 80,676 I 25,000 ? 55 676 , City Sanford 80,676 50 000 , 30 676 SJWM(Saint Johns Water Management) 80 676 ; 50 000 ` 30,676 County Bonds 80 676 50 000 30 676 Sales E .... .,.. ._ ..,,,. Description ateD T v i Book Page Amount Qualified Vac/Imp i FINAL JUDGEMENT 3/1/2005 05645 0996 100 No Improved j WARRANTY DEED 8/1/1999 03718 0222 89100 Yes Improved 1 SPECIAL WARRANTY DEED 9/1/1998 03496 1719 1,456,500 No Vacant j Land Method Frontage Depth Units Units Price Land Value LOT 1 30,000.00 30 000 Building Information Is Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective i httn://narr:aldatail.srnafl.nrn/ParrelDataillnfn.asnx?PID=1820315030n000050 1 /2 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 11 /21 /18 I hereby name and appoint: Thomas Beesing an agent of: Precision Door Service Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 108 ROSE HILL TRAIL Street Address) Expiration Date for This Limited Power of Attorney: N/A License Holder Name: William Walden State License Number: CRC1330671 Signature of License Holder: tAJ QCoa'1 STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 200 18 , by William Walden to me or who has produced identification and who did ((Lid not) talon oak. Notary Seal) CHARLES E. MERINO My COMMISSION # FF940114 EXPIRES December 01, 2019 001) 398-0t53 PlotldaNa[e. ervlco.com Rev. 08.12) Print or type name Notary Public - State of _ Commission No. My Commission Expires: 21 day of NOVEMB R who is 1personally known Florida F11 11/11r'.eulU parcel detail.scpafl.org/FootprintPage.aspx?PID=182U315U3000UUU5U&BLDUNU=1&PAGENU=1 RECORD COPY Parcel: 18-20-31-503-0000-0050 Building No.: 1 Page No: 1 11 REVIEWED FOR CODE COMPLIANCE C PLANS EXAMINER DATE SANFOR BUILQIN_-Q QM1S10N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK. AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SE F ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, .NOR SHALL ISSUANCE OF A PERMIT PREVENT THE'SUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE fi 2,VILD/Al SANFORD O Aq RTM 18-4612 httn-//narralrletail.srnafl.nm/FnntnrintPana.asnx?PID=1 F1203150300000050MILDGN0=1 RPAGFNO=1 1 /1 s Product Approval Specification Form Permit # Project Location Address 108 ROSE HILL TRAIL 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 HAAS MODEL 2460 16X7 FL16650.13-R5 Roll U Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 rj FCategory/Subcategory 3. Panel Walls Manufacturer Product Description Florida Approval # includin decimal 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 5. Shutters Manufacturer Product Description Florida Approval # include decimal) 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 Applicant's Signature W VLfOA11— LI) O-ULI- Applicant's Name ( ; l ' U ., - C-N Please Print) June 2014 F E 0 C Door 7'-0" See below 1 door) I 2 3 4 Door Width 16' - 2" Shown 5 6 door widths Top Bracket Strut & Strut Attachment DETAIL A (sheet 2 of 3) Detail J (sheet 2 of 3) NOTE: For lite options see Sheet 3 of 3. olMe lelght Shown chart Slide Lock or Lock Bars Detail G (sheet 2 of 3) Monuol door locks ore required unless an automatic o erolor is installed. Dr other eights 662" 542' +/_ 3" 22Z" +/ 3" i 7 I 8 NOTE: Track configuration above the door opening does not affect the wind load rot ng of the door. Bottom Bracket End Hinges L Strut & Strut Attachment '— Intermediate Hinge 4" +/- 3", Detail C (sheet 2of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) Digitally Signed by Jo ' hn E. Scates P.E. Date: 2018.08.07 175:58-05'00' A - This product has been evaluated per ANSI/DASMA 108 for static air pressure. Jamb bracket quantities shown ore for use NOTICE: Model Number with grade 2 or better southern pine jambs. These draw'ngs ore a supplement to ` O Supporting structural elements ore to be the installation instructions for a NO. 51737 , PAN C24808 R2460 SERIES designed b a registered engineer standard door and only covers those ,\ - rgygiprofessionalenWeerY . , PAN C24818 R24615ERIE5 for specific wind loads. procedures that vary from standard PAN C2470 & R2470 SERIES PAN C2410 & R2410 SERIES PAN C2471 & R2471 SERIES PAN C2480 & R2480 SERIES PAN C2472 & R2472 SERIES B PAN C2481 & R2481 SERIES PAN R2560 SERIES PAN C2011 SERIES PANC2482 & R2482SERIES PAN R2561 SERIES PAN C2015 SERIES PAN R2580 SERIES PAN R2570 SERIES PAN C2411 SERIES PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES A Door Widths Up To Design Pressures sf s End Stile Center Center Center Impact ResistantStilesHingesStilesHinsStilesHinges10'-2" 29.1 32.4 Sin le- 2 2 1 1 2 2 NO 12'-2" 24.3 27.1 Single 2 2 2 2 2 2 NO 14'-2" 20.8 23.2 Single 3 3 2 2 3 3 NO 16'-2" 18.3 20.4 Single 3 3 3 3 3 3 NO 18'-2" 14.4 16.1 Single 3 3 3 3 3 3 NO 20'-2" 11.7 13.1 Single 4 4 4 4 5 5 NO Door Heightg TomNo.of Sections Total # —of Strutso^'"oesmm me Jamb Brkts/Sid 6'-0" 4 4 3 6'-3" 4 4 3 6'-6" 4 4 4 6'-9" 4 4 4 T-0" 4 4 4 7'-6" 5 5 5 7'-9" 5 5 5 8'-0" 1 5 5 5 at 2of a 3) F E 7 C door installation. If these specific procedures ore not followed, the door y"O : STATE OFmaynotperformasdesigned. i QjpOA- NOTICE: LORiOP' The lite section of this door may be replaced BwithasecfonwithhanotherlitestyleoraSsONAI``` solid section. In either case the strut and\``'' stile configuration should remain the some. John E Scales, P.E. NOTICE: 2560 King Arthur Blvd. Ste 124-54 Only one fte section per Lewisville, Texas 75056 door is permitted. The Florida P.E. # 51737 Zile section can be used anywhere except for the bottom section. If the FL #16650.13 Professional Engineer seal provided only forMaximumsectionheightis21in. life section is not the verification of wind load construction details. Maximum door height is 16 ft. top section then the DESCRIPTION: All doors, even those above the tested struts must be located a 1F 2" PAN 2000 sERles walres WINDheight, are available with jamb brackets as shown in the STRUT LOAD SECERIES LDOOR or commercial full angle. The maximum CONFIGURATION on page 9 - DESIGN PRESSURE+I8.3/-20.4PSFThisproductisdesignedandsoldbyPSF. The AHJ or Engineer of Record is responsible for determining spacing of the jamb brackets/track clips 3 of 3. .' ; M, ppAY71Na N0. WL.-2000-0194-IS-20L NEY. DthePSFrequiredforanygivensite. should be maintained. m tlsww DRAWN By: MVS I DATE BMWM: 7R4/I5 1 REV. MIE: 8/3/I81lwayWYImr ae pw, 4 MODEL(S): See Sheet 3 SHEET: I OF: 1 2 3 4 5 6 7 8 A I' 1 z 3 4 1 5 6 7 g PUSH NUT PUSH NUT 231r_ See 6DETAIL K for push nut 7/16" 4 SeeDETAILK for push nut HINGE TEK SCREWE4DGoGalvanizedSteelFoplacement. p ® 1/4" X 3/4" Hex Washer Head ADJUSTABLE TOP FIXTURE TEK SCREW TEK SCREW Self Drilling (3 per Bottom Bracket)- 1/4" X 3/4" Hex Washer Head F 12 Go 1 X 3 4" Hex Washer Head Self Drilling 6 g) BOTTOM BRACKETg ( per Hinge) TEK SCREW Hex Washer HeadXing ifSelfDrilling (2 per Bracket) 13 Go Galvanized Steel NOTE: This screw should be ° o elf14" Self Drilling (4 per Bracket) located below the re NUT END STILES LOW HEADROOM TOP and o through the hinge, 7/ 6- 9 9 ge,endstile 18 Go Galvanized Steel BRACKET p and skin edge See DETAIL K for push nut placement. PUSH NUT DETAIL A LOW HEADROOM DETAIL B 7/16" BOTTOM SEAL DETAIL CETOPBRACKETSeeDETAILKforpushnut 24+ placement. E INTERMEDIATE STILE 3 1/4" x 3 1/4" E STRUT18GoGalvanizedSteel18Go70KSIMinimum Galvanized SLIDE LOCK orSteelJAMBBRACKET LOCK BARS r_ _r_31,r 12 Ga Galvanized (not required withSteel0 ® 0 INTERMEDIATE HINGE p o operator) Maximum o o 18 or 14 Go Galvanized Steel 134n O 1/2 o DETAIL K D TEK SCREW 1/a" X 3/4" Hex BOLT & NUT There should a7/4-20 x 5/8" Washer Head Self TEK SCREW space of maximumimCarriageBolt & TEK SCREWg 1/2" between the roller DDrilling (a per Hinge) X 3/4" Hex Washer 1/4-20 Hex Washer ° 1/4" X 3/4" Hex Washer hub and the outsideDETAILDHeadDETAILEHeadSelfDrilling (2 per DETAIL F Nut (1 per Jamb Bracket) Head Self Drilling (4 per Slide Lock) edge of the rollerDETAILGEnd & Intermediate Stiles) holder which is set by the push nut. WITH O wlrHour ANDERACE a o0 ooe FLAG BRACKET NOTE: Details on some views omitted BOLT for clarity. o o° 2 1/4" x 2 3/4" E STRUT 5/16 x 1 5/8" LogBolt Double end stiles and endOOOa0 a o 18 Go 70 KSI Minimum Galvanized Steel 4 per Flog Bracket). hardware may be required onyqCao00 o 00 BOLT & NUT wider or heavier doors. 0 2„ 1/4-20 X 5/8" Track „ 'fBolt C o e 1/4-20 Hex Washer Nut (2 for Horizontal \\`\-a E RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 2 for Vertical Track) \\\)Oy GENBe' COMMERCIALForLowHeadroom For Standard, High For Standard, HighVerticalLift 24r a Vertical Lifte TEK SCREW No.51737 ±_ With 2" Track and With 2" Track and With 3" Track and Single End Stiles Single End Stiles Single End Stiles 1/4" X 3/4" Hex Washer Head Self Drilling (1 Endue 0 W per DETAIL J & Intermediate Stiles) A• . ` 3 „ • • B 2 s ;[OR10P:\N DETAIL H ROLLER '/i sroN' -Ile\ B 0 Min. 2" Diameter NominalDOORSKINMin. of 1" Minimal 26 Go Galvanized Pointed Steel of 1" Eleven Ball Nylon or John E Scates, P.E. o ° Ten Ball Steel with 2560 King Arthur Blvd. Ste 124-54 o Minimum Workable Lewisville, Texas 75056 Shaft Length Shown, Florida P.E. # 51737 COMMERCIAL HEAVY DUTY COMMERCIAL m DUTY FL #16650.13 Professional Engineer seal provided only forverificationloadForStandard, High For Low Headroom With BOLT &W of wind construction details, ASHER Vertical Lift With 3" Track 3" Track and Double VERTICAL TRACK 2" Nominal5/16' x 1 5Fla Lag Bolt & 2" O.D. 13 Go_Golvan'zed WOOD JAMB DESCRIPTION: A and Double End Stiles End Stiles 7/16" ID. Flat Washer Steel tested. NOTE. Jamb bracket must be in 3 Nom'nol 13 Go s also Is2"PAN2000Theverticalwoodjamb sERIDSW DOOR NDfastenersmaybeCountersunkRLOADSECTIONALDOOR ALTERNATE BOTTOM BRACKETS direct contact with the 2.6 (No approved as an alternate. to provide a flat mounting Pt DESIGN PRESSURE 118.3/.20.4PSF A NOTE: The bottom bracket tested (shown In 7AI ) is the lightest bracket drywall ollowetl). NOTE: The flat washer is not required surface. See jamb attachment DRAWING ND.: WL-20(10-0194-IS-20L RFV. Ddetailsonsheet3forattachingavailable. for angle mount. mq[nvw DRAWN By : MvS DATE DNIWN: 724/IS REV. DATE: 8/3/I8jambstothestructure. w rsy ReY 1iSp 1 2 3 MOOEL(S): See Sheet 3 SHEET:2 OF 3 4 5 6 7 6 A IFI OPE E HEI iom 1 2 OACTOMOO - r-nNITIMI SO PAST HEADER I 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. VING OPENING 3HT WIDTH MAXIMUM ON CENTER SPACING FIRST FASTENER 4" to 10" ABOVE THE FLOOR 4 5 B1 T B MODEL NUMBERS AND LITE OPTIONS NOTE: GLASS OPTIONS ARE AVAILABLE IN DSB MINIMUM, ACRYLIC, POLYCARBONATE, TEMPERED AND INSULATED GLASS UNITS. WOOD JAMB ATTACHMENT MISS" Mhhlum MexMum AlbweDpSauictureFastenerTypeEmnheem«x EppDknce c•marSpachp C.— SpackV T•nabnLoad Min. 2500 PSI to4000PSIConcrete Tapcan . (PLUS) 1/4' w/ 1.OD washer 2- 2.50' 5.00" 24' 551 Southern Pine 3/8" Lag w/ 1 1/8' OD washer 1,50' 1.50' 1.50' 24' 620 Spruce Pine Fir 3/8" Lag wwasher11/8' OD 1.50' 1.50' SO" 24" 482 NOTE: 2X6 mounted to the wall must be SouthernPine Grade 2 or better. ION MODEL NUMBERS AVAILABLE PAN C2011 SERIES PAN C2015 SERIES PAN C2411 SERIES PAN C2415 SERIES PAN C2511 SERIES PAN C2410 & R2410 SERIES PAN C2460 & R2460 SERIES PAN C2461 & R2461 SERIES PAN C2470 & R2470 SERIES PAN C2471 & R2471 SERIES PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES PAN C2482 & R2482 SERIES PAN R2560 SERIES PAN R2561 SERIES PAN R2570 SERIES PAN R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES IIIIIIIIIIIII,IIIIIIIIIIIIII,IIIIIIIIIII©© IIIIIIIIIIIIII,_I_©© IIIIIIIIII III_©©©_ IIIIIIIIIIIIII'©—IIIIIIIIII IIIIIIIIII LEM F E D L It C SE ION SEC ION IE SEC ON SEL ON SE ON SEIELIELIE ON `)O', , a , No.51737LIE , SE ON LIE LIE LIE L ESEIONSEIONSECIONSECIION : STATE OF: A- B\ - Sill 4- Zi LIE LIE DE CIE LIESECIIONSECIIONSECIIONSECIIONSECTION /1iSill11t11,\\\ John E Scales, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E, $ 51737 FL#16650.13 Professional Engineer Seal provided only forverificationofwindloadconstructiondetails. DESCRIPTION: 102. PAN 2000 SERIES W/LITES WADA LOAD SECTIONAL DOOR4SECTIONS5SECTIONS4SECTIONS55ECTIONS5SECTION56SECTIONS6SECTIONS6SECTIONS ]SECTIONS ] SECTpVS ]SECTIONS ]SECTIONS 6 gECTIONS 6SECTION$ 6 SECTIONS 6 SECTION$ 6SECTIONS DESIGN PRESSURE+18-V-2A.4 PSF AWITHLITESECTIONATTOPWITHLITESECTIONANYWHEREEXCEPTTHETOPANDBOTTOMSECTION6RJI1ra11e11a: WL-2000-0194-I8-20L REY. D STRUT CONFIGURATION OPASSE1ElY: MVs I DATE 6R11wre7/24/15 REV. BATE: 8/3/18 iKaii MODEL)S): See Sheet 3 SHEEI3 OF 31234568 Y CNpORp U L- • A' FLORIDA S, Building Division Residential Permit Card PERMIT NO. BR18-004612 ISSUE DATE: 01/17/2019 CONTRACTOR: PRECISION DOOR SERVICES PERMIT TYPE: Alteration JOB ADDRESS: 108 ROSE HILL TRL WORK DESCRIPTION: Replace Garage Door Post this permit in a conspicuous location outside - Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved - Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER REQUIRED BUILDING INSPECTIONS FINAL DOOR 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. 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 FBC105.3.3 11 /19/2018 parceldetai1.scpafl.org/FootprintPage.aspx "/PlD=182031503000UUU5U&BLDGNO=1 &PAGENU=1 SITE COPY Parcel: 18-20-31-503-0000-0050 Building No.: 1 Page No: 1 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE 1-0 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT HE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE OIL%, c SA /VFpR® o p gR EC 18-4612 httnJ/narcaldetaiL-cnafl.nrn/FnntnrintPana.asnx?PID=1820315n300000050RBLDGN0=1 P PAGFN0=1 1 /1 Product Approval Specification Fora Permit # Project Location Address 108 ROSE HILL TRAIL 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 theapplicablelistedproducts. 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.ora. The following information must be available on the jobsite for inspections: I. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory 1. Exterior Doors Manufacturer Product Description Florida Approval# include decimal) Swinging Sliding Sectional Roll U HAAS MODEL 2460 16X7 FL16650.13-R5 Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/ Subcategory 3. Panel Walls Manufacturer Product Description Florida Approval # includingdecimal) 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) 5. 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 Applicant's Signature 6IQ ckk Applicant's Name 4` Please Print) June 2014 0 1 Big 1© Door Height 7' - 0" Shown See chart below for other door heights D I (_,,,2x7 2 3 4 Door Width 16' - 2" Shown See chart below for other Top Bracket door widths DETAIL A (sheet 2 of3) 0 7 8 NOTE: Track configuration above the door opening does not affect the wind load rating of the door. F Flag Bracket Detail (sheet 2 of3) SINGLE STEEL END STILE 16 Ga Galvanized Steel Jllde Lock or Lock Bars Detail G (sheet 2 of 3) Manual door locks are required unless on auto operator is installed. 542" +, 382' +/- 3„ 22,1" +/ 3„ Ib Bracket sheet 2 of 3) Bottom Bracket "— End Hinge Strut & Strut Attachment Intermediate Hinge 4' +/- 3" JDetailC (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of3) Detail D (sheet 2 of3) J C This product has been tested per iAS 202-94 and ANSI/DASMA 108-05 (and -12) for static air pressure. Jamb bracket 10-2" +/- 3„ for This product has been tested per TAS 201/203-94 and ANSI/DASMA 115-05 (andandcyclicwindpressure. 12) for large missile impact iambs. quantities shown are use With grade 2 or better southern pine W%I ll+11//1Supporting engineer structural elements ore for specific wind loads. to be designed by a registered professional q 6),& / Model Number HT __60 & 260 SERIES HTt &2_61 SERIES HT _ 63 & 2_63 SERIES HT_ 64 & 264 SERIES HT_10 & 2 10 SERIES HT_ 70 & 2_70 SERIES HT_12 & 212 SERIES HT_ 80 & 2_80 SERIES HT _71 & 2_71 SERIES HT_14 & 2_14 SERIES HT_ 81 & 2_81 SERIES HT _72 & 2_72 SERIES HT_16 & 2_16 SERIES BHT_82 & 2 82 SERIES HT_73 & 2_73 SERIES HT_32 & 2_32 SERIES HT 90 & 2_90 SERIES HT _74 & 2 74 SERIES HT 33 & 2 33 SERIES A Door Widths Up To Desi n Pressures last psf End Backers Center Center Center Impact ResistantStilesHinasStilesHinasStilesHinas10'-2' 47.7 53.9 Single 2 2 1 1 2 2 NO 12'- 2' 39.9 45.0 Single 2 2 2 2 2 2 NO 34.2 38.7 Single 3 3 3 3 3 NO 30. 0 33.9 Single 3 3 3 3 3 YES 1OF2" 23.8 26.8 Single 3 3 3 3 3 I 3 NO 20'- 2' 19.3 21.8 Single 4 4 4 4 5 5 NO 30. 0 33.9 Single 2 2 1 1 2 2 YES 12'-2' 30.0 33.9 Single 2 2 2 2 2 2 YES 14'-Z' 30.0 33.9 Single 3 3 3 3 YES Door HeightTotal # of SectionsTotal # otaofStruts Jamb BrWs r Side6'-0" 4 4 5 6'-3" 4 4 5 6'-6" 4 4 6 s'-s" a 4 6 7'-0" 4 4 6 7'-6" 5 5 7 7'-9" 5 5 7 8'-0" 5 5 7 I Al 0o NOTICE: G 8tr•. i These drawingsareasupplementrtothe instollation instructions for a standard door and only covers those procedures that vary from 51737 r standard door installation. If these specific procedures are not 0% gTAT:OF Z. followed, the door may not perform as desi ned, 9 j0 Z 0 \ ' Z ONA; \\` B Maximum section height is 21 in. John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Maximum doorheightis15ft. Lewisville. Texas 75056 All doors• even those above the tested height. IMPACT RESISTANT Florida P.E. /j 51737 are available with jamb brackets or commercial full angle. The maximum spacing of the jamb FL #16660.14 Professional Engineer seal provided only for brackets/trackclipsshouldbemaintained. verification of wind load construction details. AIRA DESCRIPTION: l e' 2" RT 600. 700, 2000 & 800 SERIES WIND LOAD SECTIONAL DOOR DESIGN PRESSURE+ 30.0/-33.9PSF 7/ 1 5c a F E 7 1 DETAIL A DETAIL D 2 PUSH NUT 7/16" See DETAIL K for push nut placement. ADJUSTABLE TOP FIXTURE 12 Go TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Bracket) INTERMEDIATE HINGE 18 or 14 Go Galvanized Steel TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Hinge) VOTE: The location of the ntermediote hinges is ndicoted by the toggle lock dimples at the top of each section. 3 LOW HEADROOM TOP BRACKET DETAIL E WITH ANDaOWITHOUTBRACE paa 00 0 000Cao00 Me RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL COMMERCIAL For Standard, High For Standard, HighForLowHeadroom & Vertical Lift & Vertical Lifte With 2" Track and With 2" Track and With 3" Track and Single End Stiles Single End Stiles Single End Stiles B 0 e o e o c 11 EA COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY For Standard, High & For Low Headroom With Vertical Lift With 3" Track 3" Track and DoubleAandDoubleEndStilesEndStiles ALTERNATE BOTTOM BRACKETS NOTE: The bottom bracket tested (shown i DETAIL Cl is the lightest bracket available. 1 2 4 PUSH NUT 7/16" See DETAIL K for push nut placement. TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (2 per Bracket) OW HEADROOM TOP 3RACKET 3 1/2" x 4" E STRUT 18 Go 50 KSI Minimum Galvanized Steel 4"-7 J L-1 32 TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (2 per End & Intermediate Stiles) Maximum 3zrr 1/2" DETAIL K ROLLER There should be a 2" Diameter Nominal space of maximum Eleven Ball Nylon or 1 /2" between the roller Ten Boll Steel with hub and the outside a Minimum Workable edge of the roller Shoft Length Shown - holder which is set by the push nut. 5 DETAIL B DETAIL F 1 6 D HINGE Go Galvanized Steel TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (6 per Hinge) PUSH NUT 7/16" See DETAIL K for push nut placement. 4MB BRACKET 2 Go Go)vonized Steel BOLT & NUT 1/4-20 X 5/8" Carriage Bolt & 1/4-20 Hex Washer Nut (1 per Jamb Bracket) DETAIL H Min. 1 3/8'. 1 3/4". 2" & 3" of 1"' POLYURETHANE FILLED DOOR SECTION Min. Minimal 26 Go Galvanized Pointed Steel Skins of 1' MOM BOLT & WASHER VERTICAL TRACK — 2" Nominal 5/16" X 1 5/8" Lag Bolt & 2" O.D. 13 Go Golvonized Steel tested. WOOD JAMS7/16" I.D. Flat Washer 3" Nominal 13 Go is also The vertical wood jambNOTE: Jamb bracket must be in approved as an alternate fasteners may be counter sunkdreelcontoclWiththe2,6 (No to Provide a flat mountingdrywallallowed). surface. See jamb attachmentNOTE: A 5/8" minimal O.D. flat Washer details on sheet 3 for ottachinc_ not provided) is required for angle mount. jambs to the structure. 3 4 5 6 7 DETAIL C DETAIL G SCREW X 3/4" Hex Washer Head Drilling (3 per Bottom Bracket BOTTOM BRACKET 13 Go Galvanized Steel PUSH NUT 7/16" See DETAIL K for push nut placement. BOTTOM SEAL F E SLIDE LOCK or LOCK BARS not required with operator) TEK SCREW 1/4" X 3/4" Hex Washer Head Self Drilling (4 per Slide Lock) D NOTE: Details on some views omitted for clarity. Double end stiles and end hardware may berequiredonwiderorheavierdoors. FLAG BRACKET BOLT 5/16 x 1 5/8" Lag Bolt 4 per Flag Bracket). LT & NUT 4-20 X 5/8" Track Bolt 1/4-20 Hex Washer Nut for Horizontal & 2 for Vertical Track) IMPACT RESISTANT 18ICgr ie No. 51737 0 - STATE OF John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. # 51737 FL#16660.14 Professional Engineer seal provided only forverificationofwindloadconstructiondetails DESCRIPTION: 16. 2" HT600, 700, 2000A 800SERIES trs ;°'-.q" WINDLOADSECTIONAL DOOR DESIGN PRESSURE +30.0'-33.9 PSF DRAWING Md.: WL.0600-0194-30-33 REV. F sa NFnsw NMWNNT: MVS GATE NRAim INI5113 I REV. DATE: 8/3/18rayw usnCe'nsnE MODEL(S): SeeSheet3 SHEET: 2OF 7 8 c B A I F I IEl DI ICI BI 1 2 3 4 5 6 7 8 FASTENER TO CONTINUE PAST HEADER MODEL NUMBERS OPE HEI FIRST FASTENER ABOVE THE FL VING 3HT 2 X 6GRADE 2 OR BETTER SOUTHERN PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. MAXIMUM ON CENTER SPACING a"ro1o° DOR OPENING VVIU I WOOD JAMB ATTACHMENT 6UildingStrucWfe Fastener Type MhFnamEMbb"W=rt Minimum MhlmomCn* MaximumonGen* All—bhTanbnoEdgroWgSwkpLoad Min. 2500 PSI to4000PSIConcrete Tapcon i (PLUS) 1/4" w/ 1" OD washer 2' 2.60" 5.00" 24" 551 Southern Pine 3/fi11 /S' 'ODLagwasw/ her 1.50' 1.50" 1.50" 24" 620 Spruce Pine F4 1 1/8' OD 9asher " w1. 50' 1.50" 1.50" 24" 4Ii2 NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. A 2 3 4 5 MODEL NUMBERS AVAILABLE HT_ 14 2 14 SERIES HT 16 & 216 SERIES HT_ 32 & 2 32 SERIES HT 33 & 2 33 SERIES HT 10 & 2 10SERIES HT 12 & 2 12 SERIES HT 60 & 2 60 SERIES HT_ 61 261 SERIES HT 63 & 2 63 SERIES HT 64 & 264 SERIES HT 70 & 2 70 SERIES HT 71 & 2 71 SERIES HT 72 & 2 72 SERIES HT 73 & 273 SERIES HT 74 & 274 SERIES HT 80 & 2 80 SERIES HT_ 81 2 81 SERIES HT 82 & 2 82 SERIES I F I I E I IDI HT_ 90 & 2_90 SERIES 1IM111111//. C NX\ P. , No No 51737 a O 8TATEOF a i FCOR. O B John E Scotes, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville. Texas 75056 IMPACTRESISTANTFloridaP.E. # 51737 FL # 16660.14 Professionol Engineer seal provided only for verificationofwindloadconstructiondetails. OESCRIFTIOM: 16 z" HT 600. 700, 2000 A: a3o SERFS MiR..- t.•. WIND LOAD SECTIONAL DOOR DESIGN PRESSURE+30.0'-33.9PSF A RNAmxexa: WL0600-0194-30-33 REV. F xa genre DRAWN BY: MVS RATE RAM 15113 REV. tGh: 8/3/18 Mrmp% M owEh -4 MOOEL(S): See Sheet 3 BHEET:3 OF 3 6 7 8