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118 Donna Cir
C CEIVEN 0 8 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16 -1 �0 I $ Documented Construction Value: $ 1873.89 .lob Address: 118 DONNA CIR SANFORD FL 32773 Historic District: Yes ❑ No x❑ Parcel ID: 10-20-30-509-0000-0400 Residential ❑X Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair X❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER Phone: 3212848290 Fax: 8772250658 Email: CMERINOQPRECISIONDOOR_NET Property Owner Information Name PATRICIA CARTEN Phone: 4079706777 Street: 118 DONNA CIR Resident of property? : YES City, State Zip: SANFORD FL 32773 Contractor Information Name WILLIAM WALDEN _�)Ye 6,e� on Phone: 3212848290 Street: 244 OBRIEN RD Fax: 8772250658 City, State Zip: CASSELBERRY FL 32730 State License No.: CRC1330671 Name: Street: City, St, Zip: Bonding Company: Add ress: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FISC; 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: lune 30.2015 Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be (bund in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit 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 ol'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/Agenis Namc Date Signature of Notary -Stale of Flonda Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date WILLIAM WALDEN Print ContAotary- s N e _ Signature te of f. r' ; '+' .,t, CHARLES E. MERINO MY COMMISSION 9 FF940114 EXPIRES December 01, 2019 44C/) 398-0:53 R0ftalloatyservleo.eon: Contractor/Agent is X Personally 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads _ APPROVALS: ZONING 5r".4 - UTILITIES: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: ENGINEERING: FIRE: BUILDING:.4Z Caa-w- Kr.L Revrscd: June 30, 201 S t. CEIVl Rh JUN 0 8 1016 r BY: Permit Application REQUIRED INSPECTION SEQUENCE 1BP# /h, /1I A� Address: BUILDING PERMIT Min Max IInns ec>tion Descri flon Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 IItEVISED: June 2014 ELECTRICAL PERMIT Min I Matz I IInsDecttion DescriDdon Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT min Marx IInns ecttion Description Mechanical Rough Mechanical Final Min Main Inspection Description Gas Underground Gas Rough Gas Final City of Sanford t' Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. loll Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). NI/t Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating size, type and location of windows/doors. /!2r, Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. e� Contact Person information entered in Naviline? . Application forms stamped received and initialed These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised.• February 2015 6/2/2016 SCPA Parcel View: 10-20.30-5030000-0400 Property Record Card I ,/ P J0°A10"' Parcel: 10-20-30-509-0000-0400 !� Owner: CARTEN PATRICIA C LIFE EST (CARTEN PATRICIA C TR) Property Address: 118 DONNA CIR SANFORD, FL 32773 Parcel Information Parcel F --Values 1 t 10-20-30-509-0000-0400 — Assessment Value ! Value Summary r- 2016 Working— 2015 Certified I Owner CARTEN PATRICIA C LIFE EST (CARTEN PATRICIA C TR) I - Values --- - PropertyAddress I---- Valuation Method ------•--- ---- - I Cost/Market Cost/Market -•r- --- -•- - •- - • •• 118 DONNA CIR SANFORD, FL 32773 -- - - Mailing 1 - Number of Buildings - Depreciated Bldg Value I 1 - $118,980 1 $87,791 118 DONNA CIR SANFORD, FL 32773 Subdivision Name --- 1 HAZEL GLEN Depreciated EXFT Value I $1,663 $1,750 S1-SANFORD $140,642 ! Tax District - - •---•-- --- - - -- ----� Land Value (Market) __. -- . I $20,000 _ ? $20.000 101 -SINGLE FAMILY $0 DOR Use Code r - _.. Land Value Ag II , Exemptionsi- , -`--- Just/Market Value " - `-- _ -- - I $140,643 1$109,541 �A S minole Count GIS Portability Adj Save Our Homes Adj 1$0 $17,381 Amendment 1 Adj , $0 P&G Adjy $0 $0 Assessed Value ~ -$140,643— $92,160 Tax Amount without SOH: $1,408.00 2015 Tax Bill Amount $1,054.00 Tax Eslimator Save Our Homes Savings: $354.00 Does NOT INCLUDE Non Ad Valorem Assessments- - I RA Zn e0 _ :. y Legal Description- ILOT40 HAZEL GLEN PB 33 PG 63 Taxes Taxing Taxing Authority • - - ------- --- Assessment Value I Exempt Values -Taxable Value County General Fund I $140,643 , $0 • $140,643 Schools $140,643 ' $01 $140,642 City Sanford $140,643 ; $0 $140,643 . SJWM(Saint Johns Water Management) $140_643 $0 $140,643 County Bonds $140,643 $0 $140,643 ' Sales Description Date I Book I Page Amount Qualified VacJlmp WARRANTY DEED 14/1/2016 08679 10491 $100 No Improved WARRANTY DEED — - 3/1/2016 0726 0,000 No- -1 Improved QUIT CLAIM DEED 11/1801408382 1 09, 3 $100 No ; Improved WARRANTY DEED 1 4/1800003837 ! 0217 ti--- $102,000 Yes Improved WARRANTYDEED 12/1/1986 - 01707 0613 _ - j $77,100 --- Yes - Improved !_Find Comparable Sales I Land Method Frontage Depth I Units Units Price Lend.Valu — 11 - r != LOT 0.00 - 0.00 1 ; $Z0, 00 O'00 --- -$20,000 ------------- - ---- - Building Information ■ • .j http://parceldetaii.scpafl.orgIParcelDeAailinfo.aspx?PID=10203050900000400 BY• 1/2 - 6/7/2016 SOPA Parcel View: 10.20.30-5030000-0400 Is beangain counl1n60necl! LACK dere. # Description Year Built Aclual/Elteve cti Permit # Description — I Agency ^�mounl CO Date 1Permit Date, ! Rept Value Appendages Fixtures [Bed Bath Base Area Total SF Living SF Ext Wall I Adj Value I 1 SINGLE 1986 6 moi—SANFORD 2_0 1,406 i 2,232 1,770 CONC $118,980 '--- -- - $135,977 I Description l Area FAMILY Extra Features — I BLOCK { —L-- 1 I OPEN ! PORCH 42.0( II i I I FINISHED l ENCLOSED - I PORCH 364.0( ! iFINISHED GARAGE 1 I I FINISHED —420.0( Permits Permit # Description — I Agency ^�mounl CO Date 1Permit Date, ! 01162 i ADDITION -RESIDENTIAL I SANFORD $2,000 I --- ' 2/6/2006 1 02113 ADDITION - RESIDENTIAL - - — -- - $2,000 i 8/1/1994 -- - - moi—SANFORD -- — 00058 ADDITION - RESIDENTIAL I SANFORD $200 10/1/1993 Extra Features — I Description f PATIO 3 Year Built 11/111995 Units Value 1� New Cost $1,663 11'ecErVE 11 JUN �0 8 10!r BY ' i —$3.500 http://parceldetaii.scpaM.org(Parcel Detail Info.aspx?PID= 1ti'- LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05-18-16 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): ® All permits and applications submitted by this contractor. or O The specific permit and application for work located at: (Street Addrtms) Expiration Date for This Limited Power of Attorney: 05-17-17 License Holder Name: WILLIAM WALDEN Slate License Number: CRC1330671 Signature of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 18 day of MAY 2016 , by WILLIAM WALDEN who is Q1 personally known to me or o who has produced as identification and who did (did not) take an oat Sig ature (Notary Seal) CHARLES E. MERINO _~&N' MY COMMISSION 0 FF940114 EXPIRES Dewmber Ot. 2019 e.00R CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission No. FF940114 My Commission Expires: 12-01-2019 (Rev. 8/00/13) JUN 0 8 1056 11 BY: ` 6/2/2016 - parceidetail.scpafl.org/FootpriritPage.aspx?PID= 10203050900000400&BLDGNO=1&PAGENO=1 RECORD COPY Parcel: 10-20-30-509-0000-0400 Building No.: 1 Page No: 1 REVIEWED FOR CODE COMPLIANCE PLANS ItNEERR 4p1LD//v6 DATE SANFORD SANFORD BUILDING DIVISION # A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSETO 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 JUN 0 8 2016 REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE B. httpJ/parceidetaii.scpafl.orgIFootprintPaW.aspx?PID= 10203050900000400&BLDGNO=1&PAGENO=1 '1; 1 &712016 Florida Building Code Online Business & Professional 11 Regulation' ro ry,IG, c:. R7R.IDPp IlTefitd SCIS Home Log In I User Registration I Mot Topics I Submit Surcharge I Stats IN Facts ( Publications I Fac Stat! SCIS Site Map Links I Search Busines Professional product Approval USER: public User Regulation Product Approval Menu > Product or Apollcat)on Search > Application List > Application Detail FL i! FL5302-R7 13 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 (336)251-1309 danny.joyner@amarr.com Brandon Gentle brandon.gentle@amarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1308 brandon.gentle@amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 14' Evaluation Report - Hardcopy Received Thomas L. Shelmerdine PE -0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2025 Steven M. Urich, PE i,f, Validation Checklist - Hardcopy Received Standard ASTM E 330 DASMA 108 haps://floridabtrilding.org/pr/pr_appO.aspx?param=wGEVXGwtDqunL75eVZMFLLe0OysN2RYes%�bXzb2L01g%3d Year 2002 2005 L=CEj@jE0 JUy, �r'0 8 10ts' .E � 1/4 BY: 6/2/2016 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FOC Approval Date Approved FL * I Model, Number or Name Method 1 Option D 08/26/2015 11/09/2015 11/09/2015 12/15/2015 5302.1 Amarr Stratford 1000, 2000 (M600); Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Description Dwg. IRC -6016-140-24, 10' Thru 16' wide Installation Instructions FL5302 R7 II IRC -6016-140-24 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC -6016-145-24, 10' Thru 16' wide. Oak Summit (M650) _— Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC -6016-145-24 drawino 7-10 sealed.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC -6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limlts of Use Installation Instructions M Approved for use in HVHZ: No FL5302 R7 11 IRC -6018-110-15 Drawina 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. FL5302 R7 AE IRC -6018-110-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a I replacement door. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 11 IRC -6018-120-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.5I I Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a Installation Instructions FL5302 R7 Il IRC -6009-110-11 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third -Party; Yes Evaluation Reports FL5302 R7 AE IRC -6009-1 0 11 Report 7-10 FL.pdf I , Created by IndependentThird r,jJUN 2015 1 � BY: haps://floridabuilding.orglpr/pr_app dd.aspx?param=wGEVXQwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2L01g%3d 2/4 6J2/2016 Florida Building Code Online replacement door. ! 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC -6009-100-11, Thru 9' wide. ! Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6009-100-11 drawing 7-10 sealed.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. FL5302 R7 AE IRC -6009-100-11 resort 7-10 sealed.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions �- Approved for use In HVHZ: No FL5302 R7 11 IRC -6009-120-15 Drawing 7-10 FL.pdf ! Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 ! Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R7 AE IRC -6009-120-15 Report 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC -6009-130-15, Thru 9' wide. Oak Summit (M650) I Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 II IRC -6009-130-15 Drawing 7-10 FL.pdf j Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use In HVHZ. FL5302 R7 AE IRC -6009-130-15 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes j unless structure is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC -6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 11 IRC -6009-140-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports i Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-140-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a , replacement door. i 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6009-150-15 Drawino 7-10 FL.odF i Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 I Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-150-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes j unless structure is designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.3/-51.2 Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 Il IRC -6009-169-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.12 Stratford (M600); Heritage (1,1950); ' Dwg. IRC -6016-100-15, 10' 7h-u*r6'4aiffd%.— e r �' Oak Summit (M650) Limits of Use Installation Instructions ""' • " �9 r htips://8ondabuilding.org/pr/pr appdU.aspx.param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 1 l lj 3/4 BY: 6'2/2016 Florida Building Code Online Approved for use In HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. FL5302 R7 II IRC -6016-100-15 Drawino 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-100-15 Reoort 7-10 FL.pdf Created by Independent Third Party: Yes 5302.13I Stratford (M600); Heritage (M950); Dwg. IRC -6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure,. +18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 11 IRC -6016-110-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-110-15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC -6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC -6016-120-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC -6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 11 IRC -6016-130-15 Drawino 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.16 Stratford (14600); Heritage (M950); Dwg. IRC -6016-140-17, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC -6016-140-17 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-140-17 report 7-10 sealed.Ddf Created by Independent Third Party: Yes Bock Nert Contact Us :: 1940 North Monroe Street, 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 It they have one. The emalls 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 dick here . Product Approval Accepts: =go1:t sNam mrtit r,n� tug• �S` �1 � � �� P, JUN 0 8 2018 r , BY https://floridabuilding.orgtpr/pr appdtl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 414 16 u GLV. RCSIDOa1Al TOP OOLLQ WICKET ATTACWD Wm V.' . Ya' WS WAD SCRm Pn DRAOS ALSOSTA<C TALLER CANTOR STAGED V/ an 1/.' . 1/r DOLT L NO AR RACSCT SEL IA ^ yPIC8L10?_EIxmL1Lo1 r DDG. STRUTS ATTACHED V/ CD V.' . 3/4' WS WAD SCAEVS AT EACH CCMTR SIaC I4C1A DUOIAWC CLITCP MDQ ARACWD V/ e./ V.' L.' Wr WAD SdC.Vf Is G ICS:OTxRAL ID rIvTUE ATTACHED VAJ) 1/.'. 3/.' WS WAD SC•EVS A"ATALE SLM IRACIST ARCW AO V/CFJ 1/4' . t/r DOLT AND NRS TYPICAL STILf STrFF'EmERO NTS TALC AOM FAQ LJ 6 A U%GD 1011011 MINT ROBAD71 e � FAQ sTDO ILACpERTS LAC aOLT ATTACHED mA"J -AT 2 4 SMUT U CD R SIlR aA[Dc IC•� No -NW RRASWE VENTS PROVIDC TO .o OL INSIDE ELEVATION E= c�`S L. SHEj4f`i,� IA2 .a •.rOR mTm1AL M T.S TWA STAR VERT) OF 1R MMUCTEO twoOro S1A�AIERS LC VV/ L.' WK WAD SCRLVS PER CARRIER ATTAINED V/ AR rLON CACHE �r )-aALI STQL a MTIRH a) IH' K 2/4' WK MEAD S=vT jib• S �W� d 4¢� N GA DIRASAFE AT tN0 AM CEMat STD.ES aDT1p1 @11CK[T IA DA THUX ATTACIO C O MINA ATTACHED +27.5 PSi Vm) VA' K L.' r 2oG. STRUTS ATTACED v/ w W' . DH' WK WAD SCAT EACH CRD ST)LE V/ tv V.' . r/.' A U%GD 1011011 MINT ROBAD71 e � WK WAD SCRCVS WS WAD SCRCvS LAC aOLT ATTACHED mA"J -AT smuAlIMIT—WEw cm 0 mo 9EW UK D DAR mOKW= WASM T(1 -NW RRASWE EA. JAa1 ORAO(CI i E= c�`S L. SHEj4f`i,� (2)A9/4'D. f %' (NO 2 an DErm) 0ITIONAL VENT DETAIL 6 twoOro S1A�AIERS LC VV/ L.' WK WAD SCRLVS PER CARRIER m G L9RR SRL 4:411T �r )-aALI STQL a MTIRH 7 -ML STQL CM ML04 STEM ASLLER TYPICAL DURASAFE END NINGE /`�JfH1' N.T.S TYPICAL BOTTOM BRACKET NTs 4 CM Hm(L 1. G. �/ 6ff. DMR 4r SECTION A -A (SIDE NEW)A-A (SIDE N� MTS atm v WRAOI 11AL •OO1 1•T/ OEM Lo" IKI {a sm -m 2 X TRACKS AT TMS IOCATM .) 1/.'-20 RACK SWCE SOLIS • KM R TO J.IO my" (H) 3/1•• OW . 1-3/44• mill N' DIA . I -3/i OLT ATTA00 TO JAID . MAX WICKET C I IU / ATTACI® r/ 0) 1/.' TRACK SPU¢ DOLT RI�IpO OR (2) M%VM __LiAUU Ls¢ CTALC 9 DM 1— 2 SIOC rO1 JAM KADV aACIAG TRACK 001fIGURA110N FOR CC UP TO 14' TALL DOORS NT.S am . 1-3/44' A U%GD 1011011 MINT ROBAD71 e � TVD f17 RDVS Q TIOtQ (y Von$ EQUALS 13 m DEIO 1 [DBD IDR O LAC aOLT ATTACHED mA"J -AT smuAlIMIT—WEw cm 0 mo 9EW UK D DAR mOKW= WASM T(1 ( A®RDOI EA. JAa1 ORAO(CI 2 S C SW OR SIr E= c�`S L. SHEj4f`i,� MAX SRE f %' (NO 2 an DErm) 0ITIONAL VENT DETAIL 6 1010 m G L9RR SRL �p �pyt fLRTO M .S s)m1eAlaa Me jib• S �W� d 4¢� +1&3 -20.8 PSF ; ��uy�i L ALL x TWO nW M a a nA1vD•o W x vOftlCa 140E •.Oe x mc. 'K W10 O nA1mD10D m M V¢IeAL aeon a.•. p O R 1 C \\ +27.5 PSi THE METHOD OF TESTING WAS IN SUBSTANTIAL 'ram ND A n a Re wD ;: pp K FL CONFORMANCE WITH THE PROCEDURE DESG(18ED IN ASTM �q 1ti �� •�11•4tRi/•1 eA>MR acm Le.Ds T. E330 AND ANSI/DASMA 10& THE PRESSURES SHOWN ON THE A own Mo Mmw ." CC 0033m RrvAm m ORAWD(CS WERE CALCULATED USING ASCE 7-10 WITH THE 40 OWWO SM VAFV n m WT M GY 03" u ,ALv STm � ko FOLLOWU(G PARAMETERS (5 FEET OF DOOR WIDTH IN THE END A& cow r slCom � R G m (Ar) � �m � a r GLV SAIL RAa RAoI "CO, ZONE. ROOF AT ANY SLOPE : 3 apm,"T ODOer'" man a1Nl R O®o OLT Mem NNUT .tl1 WIND SPEED MPH 1.2 129 122 117 112 w P•0®1AL Ammm rat r W� ARGm a 114 acre w CO W Dna AOm RIVCTS EXPOSURE LEVEL B C C 0 0 A.PUM mom A1W 9 PAN s M 40� � rNG TRAP( MOUNTING DETAIL MEAN ROOF HEIGHT 30' 15' 25' 15' 25' N.T S. RT OMM R SEM am PT A U%GD 1011011 MINT ROBAD71 e � Ab>m DIC9m Ro om rm 1 [DBD IDR O O —ar— smuAlIMIT—WEw cm 0 mo 9EW UK D DAR mOKW= WASM T(1 ( A®RDOI O DADi Om6 .0112 lu E= c�`S L. SHEj4f`i,� MAX SRE f %' I : O t �. :•� r' 1¢44 T `ice: No 00:85%9 Z ••1}E �p �pyt fLRTO =•" f• DESIGN LOAD PSI jib• S �W� d 4¢� +1&3 -20.8 PSF ; ��uy�i TEST LOADS a.•. p O R 1 C \\ +27.5 PSi -alt PSFA FL W CA�A6 m!TywtD�LIDL 11x. vm YOOF7 0650 OAH SUMMrr v/DuraSare MODEL 0600 STRATPORD v/DaraSale MODEL 0950 BERFTAG8 v/DuraWo Sport. Lon{. Pluah At Oak Summit Panel'a CE I MAN a 4A 448 R/e)m RADE Y91 B 1 Drove all 4411 comps IRC -6016-110-15 Ism IR1 �� 53z�g , 13 ')C 7 7' e" STRIP LOCATED 01 TIC TP AND 10 TOI LF O.AZE9 SERON ArTADEO 7(/t2) 1/1' N LA' WX PF/71 / / / / / / / / z/,, / Tan TEREVS AT END NO CENTER OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) upriumL, LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG ANLL GLUM PION AIA A= ONLY ON OOORS 15'1 TMMPCN We am[ Dom Las Two 15.6 :mE WRIT um s m PAPAL QAZM at *A= srITDMs WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' % 2' LAG SCREVS STARTING 6- FROM ENDS THEN 21. 01- (1 1/2' EMBEDMENT) a % A K BIL JANP/0' 6404W - TT Mf TO Oro PSI INFF H:LTI KVIK BOLE 3/0' % 1• STARTING 6' FRIM ENDS THEN 21. O.C. <2 1/r EMBEDMENf7 NILTI SLEEVE ANCHImt 2/6• % 2-7/1' STARTING 6• FROM ENDS TION 21. O.C. 0 1//• EMBEDMENT) ITV/RAMmT REDICAD (TRU_BMT) 2/6' k 1' STARTING 6- FROM ENDS THEN 21• D.C. C2 1/2' EMBEDIEMT) JAMB Att Nf TD I fN -10 IK'K SIIPSON 1/1• % 7 TITCN SCREVS STARING 6• FRO( ENDS• USE PAIRS or FASTENERS (2' APART) AT 21' QC. U I/, -EMBEDMENT) HILTI 1/1' % 2-2/1' KVD(-CON N• SCREVS STARTING 6' FROM ENDS, UIRS SE PACF FASTENERS (2• MART) AT 2/• QC. Q 1/1' CMIEDIENT) D k A V PTIGL JAN. Afi vt Te fi R e .90 O6( (�IIAe Pet i0�(I) MILT( SLO:vE AR(71Qt 2/6' % 2-2/1• STARf11! 6' FR01 ENDS THEN 21' LIC. (1 1/1• CKNEDMENT) (OR. USE FASTENERS FOR HELLOV C-90 BLECIO :LAGS AND BOLTS CAN BE COUNTERS NK TO PROVIDE A FLUSH MOUNTING SwrACC :PREPARATION OF VmD JAMBS BY DINERS �BBlaorjw:--qftw V CONCRETE WOLLOV BLOC TAOUTCO R �.{ = STRUCTURE STRUCTWE STRICTURC STRIICTIRE W 1/r NIN 2-2'4' WIN TYP..IANI rvr NIN Y ION a• OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTIpI (STRUT AND STILE LAYOUT) le-vr 29-ve• .N .) Y IyyB. 10-5/6' SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N.T.S. MTS. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN VIND-BORNE DEBRIS REGION GLAZING MEETS ASTM WI3 01 AVAILABLE TRACM CONFIGURATIONS N.T.S. OPTIONAL Owe INSERTS VATH UV PROTECTION W. 2p2- MCK BASS 2MOLDEDpWSIOE FRAM S 3-8 SSB MAX SIZE �� 1`�ti�..•� \Gcn;:..•: I%+. 6' MiDTN .t ..�; I{ WHINY •(fir) +7((.;;570: 'S Or ISM +1&3 PSF :tom -206 PST .ST LOADS q i! L' �<�• .. /7 G :1�? r.:: ! +27.5 PSF @� �i ,.p •• .: ••;= ��� V -21.2 PW D� FL'••;J: -;I-� ;�•,` t LL7fA�Aa mIT VDUIDHA(DL NC 57105 YODEL /600r0AE 311113 T v/Ow%Sdo MODEL 000 STRATPORD v/DumSate MODEL #050 MIRAGE v/Dur4W* SEPT•t. Ion(. flush * Oak Summit Panel's BB: IBM BY DU 01 46/6/0 1 OR7<.RIDDt B Dun BY AE as (WAS IRC -6016-110-15 ISM IW3 TABLE 1 DOOR STRIJr SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A 8 C 0 E F G H 1 J K T 6' 6' S tn' 18 114' 36 1/4' 43 117154 114' 67 TH' T 5 1/r 18 114. 39 1/4' 46 TH' 6D 114• 73 1/2• T 8' S 1/r 15 1/4. 33 114' 40 t/r 51 1/4' 69 tµ• 76112-1 88 1/2' 8 Syr 18 1!P 38 1/1. 43 1,Y 54 1/4• 72 1/I 79 in• 94112-, 96' S lir 181/1' 39114' 46 lir 601/4. 78 1/4' 65l/r 1001/r 9' —r6'7--3 5 Ur 15 1/17 33 1/4' 40 112. 51 1/4' 69 114' 76 112' 87 1/4• —Irr18 99' JL,"�� Ila' 38 Ila• q —in- 51 1/4' 72 ve 79 ln• 90 v4• 103 112' IOP 15 1/r 118 114. 391!4. 46112- 601/4. 78114- 85 lir 96 114• 109 112' 10'6• 15 tn' 118 ve 39 1/4' 46 Ur 60 1/4• at ve 88 IT 102 114• 115 I/2• 11' 51/r 18 t/4' 36 1/4. 43 1n• 54114- 72 114' 791n• 9D 114' 108 1/4' 115 tn- 130 lir 11'6• 51/2. 181/4' 391/4' 461n• 60114. 78114' 851/2' 961/4' 1141/4' 121 t/r 1361n• 12' 51n- 18114' 391/4' 461/2• 60 1/4' 81 114. 88 Itr 1021/4• 120 1/47 127 1/2• 142 112' 1257 s 11r to I/4' 36 1N- 43 1n• 54 ve 72 v4. 79 in7 90 1/4• 108114- 115 t/r 128 1/4' 139 112' 13' S 1n- 18 1/4' 39 1/4. 46 1n• 61,14 78 !1!14!-18n8 14 85 tn• 95 114' 114 1/4' 121 ln' 132 1/a- 145 IT 13 6' Stn 18 v4' 39 7/4' 48 to 60 v4' 81 trs• 88 1n' 102 U4' 120114- 127 tn' 138 1/4• 151 U2' td' Stn t8 tN• 391/4' 461/r 80 t/P 81 1/a• 88TH' 102 t/4' 123 114 130 ln7 161 1/4 157 112' ALL sisWACNG Iw�e� rwa�i of w Dor 9 HEI®®® s*. 1. Scz �%jt Int---E3a1K:U �•� , :-r�r.-+ate E%:�] �Ey'i7t�➢I[�]CII9�� Y�j « Nk: �•i�� OESIG. L0.14 .163 PS( 1111"Amn=M=LeZ'JUxul -260 PSf 02" ts� Uri Uf'j7MUM IIlJZ1 E'�'r>• E5L'! CZi:I t�J ltt� 1t� MUM EL—"= E00 IZU ULUIJ —v=IZU U. UL Kj � �ilE1E' •7ET7t EcS'."9L�]�� 1IIIJFts:.t"P111111IL LULOm �]tOEmm♦��� ®Et"ME`II9ULL JL,"�� NUM. E"7EzEIl'4Z'''1 WJE. =EmlaJLm:' Fg171, 111-1111 �� Min Hall 1PiFJJ EMU NaAI<2 ��:•�T.�n-,�aFFi74'Zilfl'37 T- E.R]Lil.'IL':L'7Et•E1E1E7• ElE1E1■E1E1ElE1 Et®E•-� F27 C•Z7 �L] � � Et®Etll[�Ef ®� m m (� Et•Et• Ems➢ EP:] Q'r': I EIElElE1 EtllEt• num m&=M k5LI LJEJ U -u IIEtIIE �7 Eta' E1�Zl''� -•1 E:i7 LIE] � � � �Ei>±]IIE]�I'�E1E111■E111E1 D[®Etllf"- �7[S71FF[:]E1E1E1E7♦Et� D�Ei7E�m�ts[S EiLiE--M err:•TL:L.1ts 11111"Eu'7LLaL-E UMisFS F>tgJ ESu7E:i:J [3':J fittL is ES FII!! Lr"1 • E_Ll ES':1 fJLL] FS FS ®E-.7EMJIJ®�� ®t:�r'(sLM ®-•mar;-r rI-a flits FS E:L"! L:L:9 filSi9 is FS Q'LNE �:. LEILFL:7IRL'➢ Ft1J3J -•-T*r'"'' F�1 LILA] ®F>• is ELL"OR'•:-"�=l SLi1 LTL h--ZLL". YL'J:J k[J8l'1 � '"�""'t••ev L_1:J I1kS:7ts� �'J E'-� IiE7 Cl'J ILLS➢ � is �9 �:-T.�tr-a E's>• a r.� FLFh=1 C» fII.•Iil tEL7 LJCJ [:i:7 EIIEI is t! �37E' u7LJL'lMciy[T�1fII'St7tg6'7 �L'7Er,.TT�I�CrF�[:EJEJig'•]�'] tg%]I-.��r-smE�®mEJQ••tQi frfF'7 �! T Lam'] 39 LiL':7 (rII':11L tl�I] ®E� tF© 131!✓] fiF] Ll U11 Etif3v 1JT] '^k UKC—'LIU 111L.] � E�.-T. m p'rt FLLJ Fa-,r,t FS FtIFIIt t>ff31 _•TMr"''!�7 E�7 1715] E:Z?] [3:7 EIi<F� EE]D E.:i'II L371J�-Z] FJ�] �] EtIFi>tE FtIFm :�.� EtlFil F>F� E� EZ3 E.:i➢[=L9 EtQID 1J�] .��17LJEJ�LT'11itFJ:']R=c1 13Z] ETi'F➢ CeF.'J LiIIL7 O:F.] 17L•:! I:LLJI l:'L7 f iBEG EJ:F7 EFY7 Er-•>• CL'1 RiE:, m I1QL1 FtiJYL•J E�T� � fiZ6➢F�J fiIIJ;U fiJE:] �9EL T- Lm17cv V1,2111IMa1Q] 11IM1111-,�„LTII aTI➢[S:J{m'li7f@J � D I=] MiZ➢rr,t f1IIID B3J FtQi7"t�^r'..,mf ➢L:L71SQ1011MI TrA 1010MVd6R®6 lam In 1 W MODE, /850.OAE SUIOBT T/DureSete MODE. #600 SMVORD T/Dur&We MODEL /950 SEWAGE w/DM aWc Short Loo4. Plush A Oak Summit Panel's 9d mus P cul am sVOrla1 alai Kw BI OMIT Ac 0-11 0/Ml61 IRC -6016-110-15 90 363 s*. 1. Scz �%jt �� •ri �a ••. f `, ,!�� •�: MAX SIZE te' WIDTH If HEKa1T we M1 ' � Nil ^r,""579 Y�j « Nk: �•i�� OESIG. L0.14 .163 PS( t Al -260 PSf i Ci . : l T'T aa TEST LOA05 -.,..I, v'• W OV;t\ `-312 .�,'S!C Sas P°s Fl : is ` MODE, /850.OAE SUIOBT T/DureSete MODE. #600 SMVORD T/Dur&We MODEL /950 SEWAGE w/DM aWc Short Loo4. Plush A Oak Summit Panel's 9d mus P cul am sVOrla1 alai Kw BI OMIT Ac 0-11 0/Ml61 IRC -6016-110-15 90 363 Contractor Number CRC 1330671 Part # 148852 PRECISION DOOR SERVICE OF CENTRAL FLORIDA CARTEN. PATRICIA Sales Order Date: 06-02-16 Drywall will need to be cut to allow installation of pressure treated wood 244 OSRIEN RD .118_OONNACIRz Technician: Nick Mcadory • `� FERN PARK, FL 32730 SANFORD, FL 32773 Work Order#: 2914377 Cal ; (407) 583-6351 (407) 970.6777 Sales Order # 01876220 Ns 1 79.95 7995 Contractor Number CRC 1330671 Part # 148852 Description SERIACEFEEONLY Garage needs to be cleared out to behind the opener for new doorlopener Installation QuantityUnh Price Ext Price Tax 1 0.00 0.00 N 149025 Drywall will need to be cut to allow installation of pressure treated wood 1 0110 0.00 N 130290 Seminole County PERMIT FOR SEMINOLE COUNTY 1 100.00 100.00 N 143439 New Door Vinyl Trim IOU for Double Car Garage Door INCLUDES (1) HORIZONTAL PIECE AND (2) V13t iCAL PIECES 1 79.95 7995 N 143437 2x6 Pressure Treated Lumber Build out for 16-18' Garage Door INCLUDES VERTICAL JAMBS, HEADER AND SPRING PAD 1 249.95 24995 N 42487 12 Inch Radius Track 1 0.00 0.00 N 42490 Torsion Spring Assembly 1 0.00 0.00 N 41613 160 Garage Door 1 1219.00 1219.00 N 41617 Disctinct 100 Non Insulated 1 0.00 0.00 N 41620 Short Panel Design 1 0.00 0.00 N 41672 5 year warranty on Hardware 1 0.00 0.00 N 41675 15 year warranty on paint finish 1 0.00 0.00 N 41624 hue White Coker 1 0.00 0.00 N 36759 $75 off New PDS800 Garage Door Opener 1 •75.00 -75.00 N 45062 PDS800 Beh Driven Garage Door Opener 1 499.99 499.99 N 45063 7 Belt Rail PDS ?'Belt Rail 1 0.00 0.00 N 129265 PDS Lifetime Warranty On Motor 1 0.00 0.00 N 129266 PDS lifetime Warranty On Beh Rail 1 0.00 0.00 N 36766 $200 off New Double Car Garage Door 1 -200.00 -200.00 N SUEITOTAL FOR SERVICE FEE ONLY $1,873.89 PaymenGNtathod. Transaction;ID:; Pay- ant,DatelPapmeMAmount Taxable Subtotal 50.00 Visa �'•t. A .-: "� ti:'iJun-02-2016 jg187.38 NonTaxable Subtotal $1,873.89 Sates Tax(0.0%) __ _ 50.00 oral Payment: $187.38 Balance Due: $1,686.51 Additional Information MA J V RECEI ED JUN ON BY: Contrsc:or Number CRC 1330071 Part 6 PRECISION DOOR SERVICE OF CENTRAL FLORIDA 24403RIENRD CAR rEN, PATRICIA 118DONNACIR Sales Order Date: 00-02.16 Technician: NickflcadoryFERN Garage needs to be cleared out to bet" the opener for new dowlapsner Untattation P•1Rr(, FL 32730 SANFORD. FL 32773 Work Orders: 2914377 COW) (407) Sa3-0351 1407) 97D.6777 Sales Order 7 01876220 Contrsc:or Number CRC 1330071 Part 6 Description SEROCE FEE ONLY OuantityUrdt Price Eat Price Tax 146852 Garage needs to be cleared out to bet" the opener for new dowlapsner Untattation 1 OAO OAO N 149025 Drywall will need to be cut to allow Installation of pressure treated wood 1 0.00 OAD N 130290 Seminole County PERMIT FOR SEMINOLE COUNTY 1 100.00 100.00 N 143439 Naw Dow Vbryl Trim Kit for Double Car (brag* Door INCLUDES (1) HORIZONTAL PIECE AND (2) VERTICAL PIECES 1 79.95 79.95 N 1N437 2x6 Pro&aure Trestod Lronbor Build out for 16.16' (brago Dow INCLUDES VERTICIL JAMBS, HEADER AND SPRING PAD 1 249.95 2!9.95 N 42467 12 Inch Radius hack 1 OAO 0.00 N 12!90 Torsion Spring Assembly 1 0.00 0.00 N 71613 160 Garage Dow / 1219AO 1219AO N 71617 Dbclinct 100 Non Insulated 1 040 0.00 N 41620 Short Panel Design 1 0100 0100 N 41672 S year warranty on Hardware 1 0100 0100 N 41675 15 year warranty on paint Rnbh 1 OAO OAO N 71624 Duo White Color 1 0100 0100 N 36759 $75 off Now PDS$O0 Garage Door Opener 1 •?SAO •75,00 N 75062 POSS00 Bell Orton Garage Dow Opener 1 499.9 799.9 N 75063 7 Bo6Rsll PDS 7' BellP 7 OAO DAO N 129265 POS Lifetime Wartanty On Mow 1 OAO 0.00 N -e) SUBTOTAL FOR SERVICE NEE ONLY 11/,87169 PoymeMMe0w0 TmnsacoorlD Payment Dob PaymsnlAmounl TaxableSublobl $0.00 visa Jun -02-2016 187 0 NonTa,mbloSubletal $1.873.89 Sales Tax (0 0%) SODO Invoice Total: 11,87369 Total Payment $167.36 Balance Due. 51.66651 Adidtionsl Information -e)