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Home My WebLink About1074 Berkman Cir 17-1094; GARAGE DOORVEOVE CITY OF SANFORD APR 19 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION g ' 7- Application No: l . le) Q Documented Construction Value: $ Job Address: Akyk xAl. Historic District: Yes No Parcel ID: 11-9/9-150 -JI 7- 61n/ " 3azz0 Residential ®, Commercial Type of Work: New- Addition Alteration Repair Demo Change of Use Move Description of Work: 111il-A 4',Y7 Cl Plan Review Contact Person: Title: P hone: a7 33i- 08OV Fax:'fj% ffS4(- 8J-Y7 Email: a/q/I (Q/j /.7ll LL0 02S, Property Owner Information Name t-% /-Ict- 1P 1 a0 Phone: //07 1,i 7- o2317&i Street: cN004- 0,Qen 'I Lo-ragdG/IS G1L,_ Resident of property? City, State Zip: lS /S., /-1 ,VZ-16 --y-gs/ Contractor Information Name U a RICZQe Oo25 Phone: 91 • .71 %/Iz4a Street: J—/ -7 _%YJ P'I pCCCav Fax: /- City, State Zip: 6.0-&0,50 0- 4 rl- gVO 3,7— State License No.: /,US,101 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code 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 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 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. of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me. or Produced ID Type of ID Signature ontractor/Agent Date boA(IA-5 L tl r Print Contractor/Agent's Name Signature of Nota - fate of Florida Date of av pu"" VICTORIA CASTREJON MY COMMISSION # FF 117213 jo EXPIRES: Apn128, 2018 coded TNj Budget Notary Services Contractor/Agent is V Personally Known to Me or Produced ID Type'of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building fo 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: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing= # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: •s l' t% Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 1-1- t 011-1 BUILDING PERMIT Min 11Maw Inspection Description _ 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: isnly XFZLr At3 c-t2 ELECT'RICNI, PERl6'IIT min Maas n Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final IBRJlI3[1 tQ I ' +,Pj'Fsib. R+ "zo%i hi .tiFi+^Y5L4S° +' a'S.Er.*iS C 3s. a qyk.. wll.a lSd;`T*, Min Mix Insl2ection J<Descn i tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECI°IAN;.1CA L ft.R- b 1T Min I Max ection Description Mechanical Roug Mechanical Final Min I Max I Inspection Desch ipti Gas Unde Gas Roug Gas Final R]EVISEID: June 2014 SCPA Parcel View: 28-19-30-519-0000-3220 IFA Property Record Card tea c Parcel: 28-19-30-519-0000-3220 Owner: IDOL MICHAEL W & LINA P snarK rtxx.'rr,r+.a'co,. Property Address: 1074 BERKMAN CIR SANFORD, FL 32771 Parcel Information Value Summary Parcel 28-19-30-519-0000-3220 Owner IDOL MICHAEL W & LINA P Property Address 1074 BERKMAN CIR SANFORD, FL 32771 Mailing 24002 GREEN GARDENS CT EUSTIS, FL 32736-8381 j Subdivision Name REGENCY OAKS UNIT THREE Tax District S1-SANFORD I DOR Use Code 0103-TOWNHOME Exemptions co co ount7lM Legal Description LOT 322 REGENCY OAKS UNIT THREE PB72PGS9-11 Taxes Page 1 of 2 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 11mm Depreciated Bldg Value 114,776 108,650 Depreciated EXFT Value 1,001 050LandValue123,000Market) 25,000 Land Value Agw mm_—--- Just/Market Value 140,777 132,700 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj I $0 I $0 P&G Adj 0$0 Assessed Value 140.777 132,700 Tax Amount without SOH: $2,660.00 2016 Tax Bill Amount $2,660.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice H21p Does NOT INCLUDE Non Ad Valorem Assessments I Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 140,777 i so! 140,777 Schools 140,777 1 0 140,777 City Sanford 140,777 1 0 140,777 E 140.777SJWM(Saint Johns Water Management) 140,777 0 County Bonds 140,777 0 140,777 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 5/1/2013 08035 0399 120,000 No Improved CERTIFICATE OF TITLE 1/1/2013 T07956 1572 I $100 11 No Improved SPECIAL WARRANTY DEED 8/1/22007 06819 1150 222,000 ;Yes I Improved Find Comparable Safes Land Method Frontage Depth Units Units Price Land Value i LOT $25,000.00 $25,000 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 AppendagesActual/Effective 1 " SINGLE 2007 i 8 3 2.51 721 ; 1,980 , 1,687 CBS+WOOD $114,776 : $119,558 j Description Area FAMILY COMBO ! I] 966.00i http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=28193051900003220 4/18/2017 1- ig17 Service Order View Service Summary - S/O# 00600447361 04/14/17 14:09:48 GA RAG EContactMichaelIdol Phone 407) 257-2376 TV)DOORS Cell Phone 1723 Premier Row Technician Orlando, FL 32809 407-331-0804 Customer Michael Idol Date Recv'd 03/19/17 1074 Berkman Circle Method INTERNET Scheduled 00/00/00 Sanford , FL 32771 Contract# Customer # 06-20794 Equipment PO# Problem Door Install Salesperson Charlie Bonesteel Coverage T/M Territory 6I Estimate Actual Priority 4 Labor $.00 $.00 Type HI Parts $.00 $1,077.00 Email michaelidol@yahoo.com Other $150.00 This is for a Clopay 9' x 7' 9200 W4 Door, Almond Color, Short Panel, Solid. No Opener. Hook to existing Opener. NEED PERMIT, TEAR N HAUL. line Item Desc Desc Desc Qty UM Bill Unit Price Bmed 10 `9200W4 9200W4 9 x 7 2" +371-40 psf 1.000 EA 100.00 1,077.00000 1,077.00 0907 raised panel insulated design load door 50 PERMITFEE PERMIT FEE 1.000 100.00 150.00000 150.00 60 1H TEAR AND 1.000 100.00 .00000 .00 HAUL SGL Subtotal $1,227.00 Signed : A A Est. Tax $.00 S/0 Total $1,227.00 f Total Paid $613.50 Amount Due $613.50 or— LNETUPD.O8J7regLwst_id= email sasunmary&&cust rw=0E20794&Psvc_ard_ncF-O%00447 111 INNER, ti _p r www.DandDGarageDoors.com Date: /1//S// To: NORTHEAST REGION SEBRINO / OKEECHOBEE PTTITUSVILLETOPALMBAY CHARLOTTE /PUNTA GORDA LAKE CITY / GAINESVILLE. 888) 435-0552 941) 629.2400 386) 7543667 CAPE CORAL /Fr.MYERS JACKSONVILLE SOUTHWEST RE4lON 239) 540.6888 904) 281-9199 TAMPA / BROOKSVILLE BONITA SPRINGS/NAPLES CENTL REGIONRA 239) 4984478 SUN CITY / APOLLO BEACH OCALA-CLERMONT 813) 6342742 SOUTHEAST REGION 352) 243-9111 SARASOTA / MANATEE VERO BEACH / WEST PALM ORLANDO 941) 371.7242 PORT ST. LUCIE 407) 331-0804 VENICE 888) 435-0552 DAYTONA 941) 4843733 TREASURE COAST 386) 673.1313 NORTH PORT/ENCiLEMI00D 800) 371.3667LAKELAND / WINTER HAVEN 941) 42P_ 8888 863) 965-2719 Limited Power of Attorney hereby name and appoint: (l/ /t Z,&11?eS%elan agent of D&D Garage Doors to be my lawful attorney -in -fad to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for: The specific permit and application for work located at: Street address) Legal description) Owner of property) License Holder and Qualifier for D&D Garage Doors: Dallas Miller State License Number: CBC1258205 112'. Sign ure of License Holder State of FLO DA County of The foregoing inst ment was acknowledged before me this TN day of &"e 20_ZZ, by who is personally known to me or has produced as Identification. Si ature of Notary Nota PHIUPtiACITNaERRYFIMYCOMMISSION#FF211M Printed Name of Notary EXPIRES: March 18, 2019 Bonded Thru NDtxY Pubk Underwriters FL # FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products CompanypEVIEWED FOR CODE COMPLIANCE Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 PLANS EXAMINER mwesterfield@clopay.com 4+ 11 DATE Authorized Signature Scott Hamilton shamilton@clopay.com SANFORD BUILDING DIVISION Technical Representative A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Address/Phone/Email LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Quality Assurance Representative ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Address/Phone/Email THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, Category Exterior Doors CONSTRUCTION OR VIOLATIONS OF THIS CODE Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing jDING Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler D Validation Checklist - Hardcopy Received SpAf-OF- OFPHAR4 Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards # 1 7 1 O 9 4 Certified By Florida Licensed Professional Engineer or Architect FL15279 R4 Eauiv 20150319 - FBC - DASMA 108 eouiv.pdf FL15279 R4 Eauiv 20150319 - FBC - DASMA 115 eouiv.odf Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv3yVVKJZ 1 Q... 4/18/2017 Florida Building Code Online Page 2 of 6 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Pager 11 Q 03/19/2015 06/12/2015 06/21/2015 FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 0 Pagel/ 80 0 Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODES W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101655-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103952-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3 09 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A' FL15279 R4 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104175-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listina Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101820-Revl3.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 4/ 18/2017 Florida Building Code Online5 Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4 09 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104183-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 O11 W4 09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listino Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104456-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE@ W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 300159-B-Revl6.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-21`441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD41L, GR4S, Car (up to 9'0" wide) WINDCODE® W4 Garage Door GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED41_V, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR41_V Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 103486-B-RevOS.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO-21`449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE@ W4 Garage Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 4/18/2017 CLOPAY CANYON RIDGE SERIES: CAN2nn—XX HOLMES BROOKSTONE SERIES: BRK2nn—XX IDEAL BROOKSTONE SERIES: BRK2nn—XX MODEL DESIGNATION NOTE 1: "nn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. THE FIRST DIGIT WILL HAVE A VALUE FROM 1 TO 3 AND THE SECOND DIGIT WILL HAVE A VALUE FROM 1 TO B. MODEL DESIGNATION NOTE 2: "XX" REPRESENTS THE TYPE OF CLADDING. IF "XX" IS "NM" OR "NC" THE DOOR HAS NO CLADDING JUST OVERLAYS) AND IS 2-1/2" THICK OVERALL ANY OTHER VALUE FOR "XX" INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2" BASE DOUBLE —SKIN INSULATED DOOR AND IS 3" THICK OVERALL. — I I o LU A 1 t= I B I B Y DIDv I MOUNT THIS STRUT OVER ROLLER STEM I A I --MAX. DOOR WIDTH — 9'-0" w TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) r TRACK CONFIGURATION ABOVE DR OPENINGDOOR DOES NOT AFFECT THE WIND LOAD RATING. 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/I6"xt-1/2" WOOD LAG SCREW. NOTE- DOUBLE TRACK Q LOW HEADROOM IS AVAILABLE AS AN OPTION. 2" GALV. STEEL TRACK, T TRACK THICKNESS: 0.060". k Y' 3 TYP. 2-1/2"0 2 GA. GALV. STEEL TRACK BRACKET. MIN. (4) TRACK BRACKETS PER SIDE. DISTANCE BETWEEN TRACK BRACKETS NOT TO EXCEED 30" O.C. DOOR HEIGHT I 0 OF SECTIONS ALL WINDOW OPTIONS AVAILABLE IN DSB OR BETTER). 6 SECTION B—B FRONT FRAME OPTIONAL DECORATIVE GRILLE ELEMENTS AVAK sIa C MEETDEBRIS THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUDDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108. SITE —SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE 41ND 125 135 140 145 160 SPEED KMPH) EXPOSURECATEGORY B, C. 1)B, C, D B, C MEAN ROOT HEIGHT 25' IS' 25' OVERLAY. GLAZING. OPTIONAL CLADDING. SINGLE PANE SHOWN. MAY BE INSULATED INSULATED DOOR SECTION. DOUBLE PANE). 8 PAN HEAD SCREW. DMUDED INSIDE 1) SCREW PER PLOT LATE RETAINER. HOLE SCREW LENGTH IS 2-1/4' FOR DOORS WITH CLADDING AND 1-3/4' FOR DOORS WITH NO END CLADDING. 2-1/2" OR 3" END STILE THICKNESS. SEE NOTE AT MODEL DESCRIPTIONS. STILE 27 G4 STEEL MIN. INTERIOR & EXTERIOR SKIN 4) #14x5/8' SHEET WITH G-40 GALVANIZING, BAKED —ON PRIMER AND IlISEE METAL SCREWS A BAKED —ON POLYESTER PAINTED TOP COAT. IANDLE LOCK BAR 2.4 PCF URETHANE INSULATION. — ENGAGES IN TRACK ON OIL__ IDE KEYED L____ EACH SIDE I nrr RAN nrr<t OF ODOR. (4) 1/4"x3/4" SELF HIGH DENSITY MOLDED COMPOSITE OVERLAY TAPPING SCREWS AND OPTIONAL CLADDING ADHERED TO FRONT SKIN WffH URETHANE ADHESIVE. SURE BOLT 14 GA. END HINGE 14 GA. INTERMEDIATE HINGE END-- VrlLOCK ENGAGES STILE ffEACH INTO VERTICAL TRACK. ONE LOCK ONSIDE or DOOR. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INaDCN`K1C Bd INK TBdT OUTSIDE KEYED END HANDLE SIRE L' OUTSIDE KEYED SNAP LATCH INSIDE HANDLE LOCKLOCKOP1gN 8END Jt LAMB AR•CHYENf (-90 OM OR 1000 P51 MIN_ CONCRETE COWMNI 3/8'X4" SLEEVE ANCHORS ON 24' CENTERS BOTH C-90 BLOCX OR 20DO PSI MN. CONCRETE) OR 1/4'X4' TAPCON SCREWS ON 24" CENTERS (20DO PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1' O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. da 11 IAMB ATTACHMENT (WOOD AMC MDINGS): 1/2'x3' LAG SCREWS ON 24' CENTERS. i' O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2.6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/18':1-5/e' 14 CA MIN. DALY. STEEL CENTER HINGE W)00 LAC SCREW PE2 BRACKET. iASTENm TO INSIDE SON W/(4) 2' DALY. STEEL TRACK EACH /14z5/8' SHEET METAL SCREWS. FASTENED TO TRACK BRACKETS. 14 GA. GALV. STEEL ROLLER HINGE EACH BRACKET ATTACHED WITH ONE FASTENED TO END STL.ES W/(41 EACH 1/4'x5/8" BOLT @NUT ppgg TWO 1/4' RIVETS. 14x5/8' SHEET METAL SCREEWW (4) 4'x /4" SELF TAPPING SCREWS. JAMB CONFIGURATION 2" 10 BALL SHORT STEM STEEL ROLLER cmmM C—C WHIN STEEL/NYLON 7AE G,III.N TONGUE AND GROOVE 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) 144/8" SHEET METAL SCREWS. 2" THICK BASE DOOR 12 GA GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED WITH 4) #14x5/8" SHEET METAL SCREWS. 27 GA. STEEL MIN. INTERIOR SKIN WITH G-40 GALV., BAKED —ON PRIMER AND A BAKED —ON POLYESTER TOP COAT. 14 GA GALV. STEEL ROLLER HINGE SEE SECTION C—C. 2-1/4"x 20 GA GALV. STEEL U—BAR. ONE AT THE BOTTOM OF THE BOTTOM SECTION AND ONE AT THE TOP OF ALL OTHER SECTIONS, EXCEPT THE THIRD SECTION. ATTACHED WITH 2) 1/4"x3/4' SELF TAPPING SCREW AT EACH HINGE LOCATION. ALUMINUM EXTRUSION VINYL WEATHERSTRIP. THE DESIGN DF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE OULDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. DESIGN ENCWEER: LANK WESTERFg1D. RE FLORIDA P.E. #48495. NC P.E. #23832. TEXAS P.E. /91513 CLDPAY BUILDING PRODUCTS pay 8585 DUKE BLVD. MASON, OH 45M Products (513) 770 — 4800 DESIGN LOADS: +28.0 P.S.F. & —29.D P.S.F. TEST LOADS: +42.0 P.S.F. & —43.5 P.S.F. I CANYON RIDGE +28/-29 SC I