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400 Springview Dr (3)
CITY OF SANFORD ©� BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I a Documented Construction Value: $ 2,107.85 Job Address: 400 SPRINGVIEW DRIVE Historic District: Yes ❑ No 0 Parcel ID: 10-20-30-507-0000-0360 Residential X❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair 0 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 Fax: 877-225-0658 Name PAULTER, GARY R TRUSTEE FBO Street: 15910 NW 28TH AVE City, State Zip: NEWBERRY, FL 32669 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Title: INSTALLATION MANAGER Email: CM ERINO@PRECISIONDOOR.NET Property Owner Information Phone: 407-272-1061 Resident of property? : NO 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 1 . ob 4 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. Signature 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 �„xx ��jyry� ` (QQ (� v► 1 12/27/17 Signature of Contractor/Agent Date WILLIAM W EN Print Contracts gent's of Notary -State Date r MY COMMISSION # FF940114 `Z: r' E%CPI C-S December 01, 2019 Contractor/Agent is x Persona Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[—] Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application R EQUM EdD INSPECTION SEQUENCE. Mum, u � , ]DING PIRI a l nn M��Y Inspection pescirll 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building. (Other) Addiress: dno SOP��'- ✓l�cJ Mlln I max ](n���tll®n.I�D���IlllI�Dt1I®n Electric. Underground Fboter / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final d'4p1[�5�`«'.i" n p ��"#r+r Mays ](-s2ection IlDesc>ri2t on Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 'z'R.C"'AI"irt,�,i2�.�1[R�;.'4"r-w.7t 71`JL�G�Wu[rogLv.QV.�.'�G Wu ',sn- n.v c •�t��c•1a�',��i�xf`wx Max `tea '4 � £�! .'7b7 .�c.,r�,,-�� .*7`�. SS ;�,th �,... y .. _.. Insection ][DeserIl][DtIlon Mechanical Rough Mechanical. Final JIYY� �1r�1rtL.®MMYII. I��].��ir LL. Y� LLll®n Gas Underground . Min���/,{�{nmm ���/,��1]��J 1�J a Gas Rough Gas Final R EVrSIEIlD: June 2014 Billing Address Kevin Airhart 400 Springview Drive Sanford, FL 32773 USA Precision Door Service of Central Florida Invoice 34763161 244 O'Brien Rd Invoice Date 12/27/2017 Fern Park, FL 32730 Completed Date 877-225-0658 Customer PO Description of Work Job Address Kevin Airhart 400 Springview Drive Sanford, FL 32773 USA Task # Description Quantity Your Price Your Total 1 City Permit 1.00 $125.00 $125.00 2 140 MPH Wind Load 1.00 $0.00 $0.00 3 16x7 Garage Door - Haas Door Collection 1.00 $1,583.00 $1,583.00 4 Haas Collection 1.00 $0.00 $0.00 5 Lifetime Warranty on Hardware 1.00 $0.00 $0.00 6 Lifetime Warranty on Paint Finish 1.00 $0.00 $0.00 7 Torsion Spring Assembly 1.00 $0.00 $0.00 8 New Door Vinyl Trim Kit for Double Car Garage Door: Includes (1) Horizontal 1.00 $79.95 $79.95 piece and (2) Vertical pieces 9 ' $150 off New Garage Door 1.00 $-150.00 $-150.00 10 2x6 Pressure Treated Spring Pad 1.00 $69.95 $69.95 11 LDO 50 7' CHAIN PACKAGE 1.00 $-142.90 $-142.90 Linear Lifetime Warranty On Motor Linear 5 Year Warranty On Chain Rail Linear 5 Year Warranty On All Mechanical Parts Linear 1 Year Warranty On All Electrical Parts 12 7' Linear Chain Rail 1.00 $0.00 $0.00 13 Linear 3 button remote*: *Added to Linear LD050 Chain Driven Garage Door 1.00 $52.95 $52.95 Opener Package 14 Linear Keypad*: *Added to Linear LD050 Chain Driven Garage Door Opener 1.00 $89.95 $89.95 Package 15 Linear LD050 Chain Driven Garage Door Opener: 1/2 HP AC Motor with 1 1.00 $449.95 $449.95 remote, wall control and safety sensors 16 $50 off Any New Garage Door Opener 1.00 $-50.00 $-50.00 17 Short Panel Design 1.00 $0.00 $0.00 18 True White Color 1.00 $0.00 $0.00 Paid On Type Memo Amount 12/27/2017 MasterCard $400.00 Sub -Total $2,107.85 Tax $0.00 Total Due $2,107.85 Payment $400.00 Balance Due $1,707.85 Contractor Number: CRC1330671 I authorize Precision Door Service of Central Florida to perform an initial door/service and repair estimate which will be presented to me in writing. I acknowledge that an initial door/service and repair estimate was performed on and presented to me in writing and sent by e-mail. I authorize Precision Door Service of Central Florida to charge the agreed amount to my credit card provided herein. I agree that I will pay for this purchase in accordance with the issuing bank cardholder agreement. 12/27/2017 SCPA Parcel View: 10-20-30-507-0000-0360 Property Record Card f ,J4 Parcel Information Parcel: 10-20-30-507-0000-0360 Owner: PAULTER GARY R TRUSTEE FBO Property Address: 400 SPRINGVIEW DR SANFORD, FL 32773 Parcel 10-20-30-507-0000-0360 Owner PAULTER GARY R TRUSTEE FBO Property Address 400 SPRINGVIEW DR SANFORD, FL 32773 Mailing 15910 NW 28TH AVE NEWBERRY, FL 32669-2822 Subdivision Name GROVEVIEW VILLAGE 3RD ADD REPLAT Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions i Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market . Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $100,028 $94,315 .........................._..........................._.......__......._.._...._............................_........__................_........................................._.................... Depreciated EXFT Value Land Value (Market) $25,000 $25,000 Land Value Ag .............................. .. Just/Market Value " $125,028 $119 315i Portability Adj -................................... ....... .. ... .......... ............. ., ....... Save Our Homes Adj ..-. .......... $0 .........E $0 Amendment 1 Adj $6,125 $11,221 P&G Adj $0 $0 Assessed Value $118,903 $108,094 Tax Amount without SOH: $2,131.98 2017 Tax Bill Amount $2,131.98 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Building Information hftp://parceidetaii.scpafl.org/ParceiDetai[I nfo.aspx?PI D=10203050700000360 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 12/27/17 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): IN The specific permit and application for work located at: 400 SPRINGVIEW DR SANFORD, FL 32773 (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: William Walden State License Number: CRC1330671 N/A Signature of License Holder: 0 jj f'1 STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 7 day of DECEMBFR 200 17 , by William Walden ho is iXpersonally known to me or ❑ who has produced as identification and who did (did not) take an oath. �.---� (Notary Seal) Print or type name Notary Public - State of Florida Commission No. My Commission Expires: (Rev. 08.12) cot, S/ Y'ta ��b "o.^ 0 tii , 7 774 2�79 V 12/27/2017 parceldetail.scpafl.org/FootprintPage.aspx?PI D=10203050700000360&BLDGNO=1 &PAGENO=1 Parcel:, 10-20-30-507-0000-0360 Building No.: 1 Page No: 1 SANFO_RD BUI WING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO 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 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING F ERRORS IN PLANS, IST CONSTRUCTION OR VIOLATIONS CONIONS OF THIS CODE IBUILO,� SgMFoRo 0 �A'�Ri1v1EN� http://parceldetaii.scpafl.org/FootprintPage.aspx?PID=l 0203050700000360&BLDGNO=1 &PAGEN0=1 1 /1 Florida Buil&'lg Code Online Page 1 of 5 a & _ . L& BCIS Home j. Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff' BCIS Site Map I Links Search Florida ' h ;;a' Product Approval ,'�r.1 LSER: Public User Rrw Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16660 R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. Wauseon, OH 43567 (419) 337-9900 Ext243 mschweitzer@haasdoor.com Authorized Signature Mark Schweitzer mschweitzer@haasdoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Kurt Dietrich PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL16660 R7 COI Cert of Ind Scates2017 s.pdf Standard ANSI/DASMA 108 ANSI/DASMA 115 Method 1 Option D Year 2012 2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgsHepng4%2fS6e... 1 /8/2018 Florida Building Code Online r Page 2 of 5 Date Submitted 10/06/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products Go to Page Pagel/ 3 FL # Model, Number or Name Description 16660.1 01. HT 5000 Series HT Series sectional Aluminum sandwich type garage door 97' wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.pdf Approved for use outside HVHZ: Yes FL16660 R7 II WL-5000-0110-08-40-45-rF s.odf Impact Resistant: Yes Verified By: John E. Scates 51737 Design Pressure: +40.0/-45.0 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalReot r7s.pdf Created by Independent Third Party: Yes 16660.2 02. HT 5000 Series HT Series sectional Aluminum sandwich type garage door 16'2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.)df FL16660 R7 II WL-5000-0194-08-31-35-rF s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Design Pressure: +31.3/-34.9 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalReot r7s.pdf Created by Independent Third Party: Yes 16660.3 03. HT 5000 Series HT Series sectional Aluminum sandwich type garage door 18'2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.pdf FL16660 R7 II WL-5000-0218-08-30-34-rE s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Design Pressure: +30.0/-33.9 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalReot r7s.pdf Created by Independent Third Party: Yes 16660.4 04. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 9'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.odf FL16660 R7 II WL-0600-0110-08-25-28L-rF s.vdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Design Pressure: +24.8/-28.0 Created by Independent Third Party: Yes Other: Glazing is an available option for the 600, 700, Evaluation Reports 2000, 800 & 900 Series product only but it does not meet FL16660 R7 AE EvalReot r7s.pdf the impact resistant requirement for windborne debris Created by Independent Third Party: Yes regions. 16660.5 55. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 16'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.odf FL16660 R7 II WL-0600-0194-08-24-27L-rF s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Design Pressure: +23.9/-26.7 Created by Independent Third Party: Yes Other: Glazing is an available option for the 600, 700, 2000 Evaluation Reports & 800 Series product only but it does not meet the impact FL16660 R7 AE EvalReot r7s.pdf resistant requirement for windborne debris regions. Glazing Created by Independent Third Party: Yes is not an available option for the 900 Series product. 16660.6 06. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 18'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.Ddf Approved for use outside HVHZ: Yes FL16660 R7 II WL-0600-0218-08-24-27L-rG s.Ddf Impact Resistant: No Verified By: John E. Scates 51737 Design Pressure: +23.9/-26.7 Created by Independent Third Party: Yes Other: Glazing is an available option for the 600, 700, 2000 Evaluation Reports & 800 Series product only but it does not meet the impact http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e... 1 /8/2018 Florida Building Code Online Page 3 of 5 resistant requirement for windborne debris regions. Glazing FL16660 R7 AE EvalRept r7s.pdf is not an available option for the 900 Series product. Created by Independent Third Party: Yes 16660.7 07. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 18'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.pdf FL16660 R7 II WL-0600-0218-08-30-34-rE s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Design Pressure: +30.0/-33.9 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalRept r7s.1)df Created by Independent Third Party: Yes 16660.8 08. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 97' wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2470, R2470, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2570, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.Ddf FL16660 R7 II WL-2000-0110-25-28L-rF s.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates 51737 Design Pressure: +24.8/-28.0 Created by Independent Third Party: Yes Other: Glazing is an available option for all the Pan Series Evaluation Reports product listed but it does not meet the impact resistant FL16660 R7 AE EvalRept r7s.ndf requirement for windborne debris regions. Created by Independent Third Party: Yes 16660.9 09. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 97' wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2470, R2470, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2570, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.pdf FL16660 R7 II WL-2000-0110-35-39-rE s.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates 51737 Design Pressure: +35.0/-39.0 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalRept r7s.ndf Created by Independent Third Party: Yes 16660.10 10. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 16'2" wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.pdf FL16660 R7 II WL-2000-0194-24-27L-rF s.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates 51737 Design Pressure: +23.9/-26.7 Created by Independent Third Party: Yes Other: Glazing is an available option for all the Pan Series Evaluation Reports product listed but it does not meet the impact resistant FL16660 R7 AE EvalRept r7s.pdf requirement for windborne debris regions. Created by Independent Third Party: Yes 16660.11 11. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 167' wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II Windl-oad Install Supplement rC FL s.pdf Approved for use outside HVHZ: Yes FL16660 R7 II WL-2000-0194-31-35-rE s.pdf Impact Resistant: Yes Verified By: John E. Scates 51737 Design Pressure: +31.3/-34.9 Created by Independent Third Party: Yes Other: Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4`/`2fS6e... 1 /8/2018 Florida Building Code Online Page 4 of 5 FL16660 R7 AE EvalRept r7s.pdf Created by Independent Third Party: Yes 16660.12 12. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 18'2" wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.Ddf FL16660 R7 II WL-2000-0218-24-27L-rG s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Design Pressure: +23.9/-26.7 Created by Independent Third Party: Yes Other: Glazing is an available option for all the Pan Series Evaluation Reports product listed but it does not meet the impact resistant FL16660 R7 AE EvalRept r7s.pdf requirement for windborne debris regions. Created by Independent Third Party: Yes 16660.13 13. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 97' Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.pdf FL16660 R7 II WL-0600-0110-08-41-46-rD s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalRept r7s.pdf Created by Independent Third Party: Yes 16660.14 14. HT 601, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 9'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.pdf FL16660 R7 II WL-0600-0110-08-41-46L-rF s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes Other: Glazing is an available option for the 600, 700, 2000 Evaluation Reports & 800 Series product only. It does meet the impact resistant FL16660 R7 AE EvalRept r7s.0df requirement for windborne debris regions. Glazing is not an Created by Independent Third Party: Yes available option for the 900 Series product. 16660.15 15. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 16'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.pdf FL16660 R7 II WL-0600-0194-08-31-35-rD s.vdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Design Pressure: +31.3/-34.9 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalRept r7s.pdf Created by Independent Third Party: Yes 16660.16 16. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 167' Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.odf FL16660 R7 II WL-0600-0194-08-31-35L-rF s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Design Pressure: +31.3/-34.9 Created by Independent Third Party: Yes Other: Glazing is an available option for the 600, 700, 2000 Evaluation Reports & 800 Series product only. It does meet the impact resistant FL16660 R7 AE EvalRept r7s.pdf requirement for windborne debris regions. Glazing is not an Created by Independent Third Party: Yes available option for the 900 Series product. 16660.17 17. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 97' wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2571, R2572, R2580, R2581, R2582. Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.odf Approved for use outside HVHZ: Yes FL16660 R7 II WL-2000-0110-41-46-rD s.pdf Impact Resistant: Yes Verified By: John E. Scates 51737 Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2f S6e... 1 /8/2018 Florida Building Code Online Page 5 of 5 Design Pressure: +41.1/-46.4 Other: Evaluation Reports FL16660 R7 AE EvalRept r7s.pdf Created by Independent Third Party: Yes 16660.18 18. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 16'2" wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482, C2511, R2560, R2561, R2571, R2572, R2580, R2581, R2582 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.pdf FL16660 R7 II WL-2000-0194-37-42-rD s.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: John E. Scates 51737 Design Pressure: +37.4/-41.7 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalRept r7s.pdf Created by Independent Third Party: Yes 16660.19 19. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 9'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.pdf FL16660 R7 II WL-0600-0110-08-21-24L-rE s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Design Pressure: +21.3/-24.1 Created by Independent Third Party: Yes Other: Glazing is an available option for the 600, 700, 2000 Evaluation Reports & 800 Series product only but it does not meet the impact FL16660 R7 AE EvalRept r7s.pdf resistant requirement for windborne debris regions. Glazing Created by Independent Third Party: Yes is not an available option for the 900 Series product. 16660.20 20. HT 600, 700, 2000, 800, & 900 HT Series sectional Steel sandwich type garage door 16'2" Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R7 II WindLoad Install Supplement rC FL s.Ddf Approved for use outside HVHZ: Yes FL16660 R7 II WL-0600-0194-08-37-42-rD s.pdf Impact Resistant: Yes Verified By: John E. Scates 51737 Design Pressure: +37.4/-41.7 Created by Independent Third Party: Yes Other: Evaluation Reports FL16660 R7 AE EvalRept r7s.pdf Created by Independent Third Party: Yes Go to Paged 10 0 Pagel/ 3 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 �00 eChiC" M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4`/`2fS6e... 1 /8/2018 Door T-0„ See below 1 door) Door Width 16' - 2" Shown NOTE: Track configuration above the door opening does not affect the wind load retina of the door. JCC t,11011 UGIVW IVI t1tl IVI Top Bracket door widths DETAIL A (sheet 2 of 3) " u oa If -leight Shown Chart Dr other eights Slide Lock or Lock Bars Mo Detail door locks of e) required unless an automatic operator is installed. 542" 381 +/- 3" 222„ +/- 3„ 6621" +/- 3" +/- 3" - I 't' 'I' �. Bottom Bracket \— End Hinges Z- Strut & Strut Attachment \_ Intermediate Hinge Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. This product has been evaluated per ANSI/DASMA 115-05 (and -12) for large missile impact and cyclic wind pressure. Model Number PAN C2460 & R2460 SERIES PAN C2410 & R2410 SERIES PAN C2461 & R2461 SERIES PAN C2480 & R2480 SERIES PAN C2471 & R2471 SERIES PAN C2481 & R2481 SERIES PAN C2472 & R2472SERIES PAN C2011 SERIES PAN C2482 & R2482 SERIES PAN R2560 SERIES PAN C2015 SERIES PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES Door Widths Up To Desi n Pressures +psf - psf End Stile Center Stiles Hinges Center Stiles Hinges Center Stiles Hinges Impact Resistant 10'-2" 49.7 -55.5 Single 4 2 3 1 5 2 NO 12'-2" 41.5 -46.3 Single 5 2 5 2 5 2 NO 14'-2" 35.7 -39.8 Single 6 3 5 2 7 3 NO 16'-2" 31.3 -34.9 Single 7 3 7 3 7 3 YES 18'-2" 24.7 -27.6 Single 7 3 7 3 7 3 NO 20'-2" 20.1 -22.4 Single 9 5 9 5 11 5 NO 31.3 -34.9 Single 4 2 3 1 5 2 YES 2" 31.3 -34.9 Single 5 2 5 2 5 2 YES 14'-2" 31.3 .34.9 1 Single 6 1 3 5 2 7 3 YES This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF required for any given site. 4" +/- 3" -J 102' +/- 3" Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. Supporting structural elements are to be designed by a registered professional engineer for specific wind loads. Door Height Total # of Sections Total # of Struts Jamb Brkts per Side 6'-0" 4 4 5 6'-3" 4 4 5 6'-6" 4 4 6 6'-9" 4 4 6 7'-0" 4 4 6 T-6" 5 5 7 T-9" 1 5 5 7 NOTICE: These drawings are a supplement to the installation instructions for a standard door and only covers those procedures that vary from standard door installation. If these speclfic procedures are not followed, the door may not perform as designed. IMPACT RESISTANT Maximum section height is 21 in. Maximum door height is 16 ft. All doors, even those above the tested height, are available with jamb brackets or commercial full angle. The maximum spacing of the jamb brackets/track clips should be maintained. Digitally signed by John E. Scates P.E. Date: 2017.09.29/15`:42:35-05'00' Flag Bracket Detail H (sheet 2 of 3) Jamb Bracket Detail F (sheet 2 of 3) No. 51737 • ; • �O •• STATE OF .4u ZZ ` IONA; �e\X John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. j/ 51737 FL #16660.11 Professional Engineer seal provided only for verification of wind load construction details. 1 2 3 4 5 6 7 1 8 PUSH NUT 3 24' TEK SCREW END STILES 7/16" END HINGE " X 3/4" Hex Washer Head 16 Go Galvanized Steel See DETAIL K for push nut 14 Go Galvanized Steel Drilling (3 per Bottom Bracket) F a PUSH NUT placement. TEK SCREWBOTTOM BRACKET F 7/16 See DETAIL K for push nut TEK SCREW tell X 3/4" Hex Washer Head Self Drilling (6 per Hinge)13 Go Galvanized Steel placement. 1/4" X 3/4" Hex Washer Head WBOTTOM ADJUSTABLE TOP FIXTURE Self Drilling (2 per Bracket) NOTE: This screw should NUT 12 Go Q O be located below the prepunchedPUSH hole and go through the hinge,See6DETAIL LOW HEADROOM TOPTEK K for push nut SCREW BRACKET end stile and skin edge.placement. 1/4" X 3/4" Hex Washer Head PUSH NUT SEAL Self Drilling (4 per Bracket) 7/16"DETAIL DETAIL A LOW HEADROOM DETAIL B See DETAIL K for push nut C e placement. e TOP BRACKET 23„ 3 1/2" x 4" E STRUT 4 INTERMEDIATE STILE 18 Go 50 KSI Minimum 16 Go Galvanized Steel Golvonized Steel 4"7� JAMB BRACKET 12 Go Galvanized Steelor °O°(not (@' INTERMEDIATE HINGE or 14 Go Galvanized Steel.32� O 1, o r gOuC ed withh operator)r)o18 TEK SCREW ;,) aOo 1/4" X 3/4" Hex Washer TEK SCREW BOLT & NUT Head Self Drilling (4 per p 1/4" X 3/4" Hex Washer Head TEK SCREW 1/4-20 X 5/8" Carriage Slide Lock) Self Drilling (4 per Hinge) 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer DETAIL D Nut (1 per Jamb Bracket) DETAIL E Head Drilling (2perDETAIL F DETAIL G End &Self CD0 00. NOTE: Details on some views omitted for clarity. WITH ° WITHOUT 0 00 00 AND BRACE oO 00 0 0 0 0 Double end 00 required on 0 stiles and end hardware may be wider or heavier doors. C ao 00 C ° ° 1„ FLAG BRACKET Maximum 32 ° 1/2DETAIL K ROLLER GENgFj�s/'��� RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL COMMERCIAL For Standard, High For Standard, High BOLT There should be a 5/16 X 1 5/8" Log Bolt 2 Diameter Nominal �\\\�0 e � For Low Headroom 9 9 & Vertical Lift & Vertical Lifte 4 per Fla Bracket. space of maximum Eleven Ball Nylon or ( p g ) y ' No.51737 With 2" Track and With 2" Track and With 3" Track and 1/2" between the roller Ten Ball Steel with hub the Minimum Workable BOLT & NUT � • Single End Stiles Single End Stiles Single End Stiles and outside a edge of the roller Shaft Length Shown. 1/4-20 X 5/8" Track Bolt y4•� STATE OF holder which is set by & 1/4-20 Hex Washer Nut - 0 �j�'C� •.L0R%O e o the push nut. (2 for Horizontal & 2 for DETAIL H Vertical Track) aQ`\\\ '///�SSIONA;\\\� B 0 o ° Min. DOOR SKIN Min. of 1' Minimal 25 Go Golvonized Painted Steel of 1" IMPACT RESISTANT John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. # 51737 °HEAVY FL #16660.11 Professional Engineer seal provided only for COMMERCIAL HEAVY DUTY COMMERCIAL DUTY verification of wind load construction details. ZOLTWASHER For Standard, High & For Low Headroom With VERTICAL TRACK — 2' Nominal WOOD JAMB - DESCRIPTION' 16' 2" PAN 2000 SERIES WIND LOAD Vertical Lift With 3" Track 3 Track and Double 5/16" X 1 5/8" Lag Bolt & 2" O.D. r _ 13 Go Golvonized Steel tested. The vertical wood jamb SECTIONAL DOOR A and Double End Stiles End Stiles x 7/16" I.D. Flat Washer !! NOTE: Jamb bracket must be in 3" Nominal 13 Go is also fasteners may be Counter sunk - S I.. DESIGN PRESSURE +21.3/-34.9PSF A ALTERNATE BOTTOM BRACKETS direct contact with the 2x6 (No approved as an alternate. to provide a flat mounting surface. See lamb attachment J— -- DMWINDN0. wL-?000.-0194-71-JS SNEET: 2 OF J BEY. E NOTE: The bottom bracket tested (shown in TAI i5 the lightest bracket drywall 4 flad)W details on sheet 3 for attaching NOTE: The flat washer is not required jambs to the structure. r i30., woe ��un DATE DAN: 4/17/14 DRAWN BY- MVs available. for angle mount. m cwB§N 2414 MODEL(S): See Sheet 1 1 2 3 1 4 5 6 7 8 1 2 3 4 1 5 6 7FASTENER TO 8 F PAST HEADER CONTINUE + ' F EI DI CI 81 A 1 MODEL NUMBERS 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 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 R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES OPE HE FIRST FASTENEF ABOVE THE F 2 1 3 1 4 o NING 2 X 6 GRADE 2 OR BETTER SOUTHERN GHT PINE JAMBS. SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. MAXIMUM ON CENTER SPACING 4" to 10" .00R OPENING VVIUIH WOOD JAMB ATTACHMENT Building Fastener Type Mbpnun Embedmerrt ME mum MC. —on Center Tl-bn Structure Dsra- sc�—g sa.nn Load Min. 2500 PSI to Tapcon + (PLUS) 2" 2.50" 5.00" 24' 551 4000 PSI Concrete 1W wl 1" 00 washer Southern Pine 3/8" Lag w/ 1.50" 1.50" 1.50' 24" 620 1 1 /8" OD washer Spruce Pine Fr 3/8' Lag w/ 1.5W 1.50" 1.50' 24' 482 1 1 /8' OD washer IDI C . C i No.51737 NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. * r O: = .� �� STATE OF�/yZZ LoRM SS�ONi B ; 0?���` John E Scotes, P.E. 2560 King Arthur Blvd, Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 FL #16660.11 Professional Engineer seal provided only for verification of wind load construction details. .a- DESCRIPTION: 16- 2' PAN 2000 SERIES WIND LOAD SECTIONAL. DOOR DESIGN' PRESSURE +31.3/-34.9 PSF A DRAWING ND- WL-2000-0194-31-35 1 SNEET: 3 OF 7 REV. E ito sr—, DATE DAN: 4117/14 1 DRAWN BY. MVS ocysh`nmii"' MODEL(S): See Sheet3 5 6 7 1 8 Product Approval Specification Form Permit # Project Location Address 400 SPRINGVIEW DRIVE 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 2480 16X7 FL16660.11-R6 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 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 .r Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up 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 Applicant's Name (Please Print) June 2014