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Home My WebLink About103 Oakridge CtD W i O CITY OF SANFORD BUILDING & FIRE PREVENTION s; OCT 18 201 °1 PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 103 OAKRIDGE CT SANFORD FL 32773 Historic District: Yes No X Parcel ID: 11-20-30-510-0000-1160 Residential El 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: CMERINO@PRECISIONDOOR.NET Property Owner Information Name CPJ CAPITAL GROUP LLC Phone: 4078445166 Street: 112 GROVE HOLLOW CT Resident of property? : YES City, State Zip: SANFORD FL 32773 Contractor Information Name WILLIAM WALDEN Phone: 3212848290 Street: 244 OBRIEN RD Fax: 8772250658 City, State Zip: FERN PARK FL 32730 State License No.: CRC1330671 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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`h Edition (2014) Florida Building Code OV Revised: June 30, 2015 Permit Application is, 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 Z %/J W 10-17-16 Signature of Contractor/Agent Date u - w 0WILLIAMWALDEN n _ Print Contractor/Age Name T O Q. m 9 X 10-1 -16 0 N N Signature of Notary -State of orida Date U ZCT ro N ZOO tD p O 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF to-24 !_ Revised: June 30, 2015 Permit Application 10/17/2016 SCPA Parcel View: 11-20-30-510-0000-1160 Property Record Card Parcel: 11-20-30-510-0000-1160 Owner: CPJ CAPITAL GROUP LLC Property Address: 103 OAKRIDGE CT SANFORD, FL 32773 Parcel Information Parcel 11-20-30-510-0000-1160 Owner - CPJ CAPITAL GROUP LLC Property Address i 103 OAKRIDGE CT SANFORD, FL 32773 Mailing 112 GROVE HOLLOW CT SANFORD, FL 32773 Subdivision Name ! HIDDEN LAKE VILLAS PH 5 Tax District S1-SANFORD DOR Use Code 0103-TOWNHOME Exemptions Value Summary 2016 Working 2015 Certified Values 1 Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $66,501 57,847 Depreciated EXFTValue $600 600 Land Value (Market) $16 000 12,000 Land Value Ag Just/MarketValue** $83,101 70,447 Portability Adj Save Our Homes Adj $0 0 Amendment Adj $11,685 5,523 P&G Adj $0 0 Assessed Value $71,416 64,924 Tax Amount without SOH: $1,364.65 2015 Tax Bill Amount $1,364.65 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Hell) Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 116 HIDDEN LAKE VILLAS PH 5 PB 28 PGS 81 TO 83 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 71,416 0 71,416 Schools 83,101 0 83,101 City Sanford 71,416 0 71,416 SJWM(Saint Johns Water Management) 71 416 0 71,416 I County Bonds 71,416 0 71,416 Sales Description Date Book Page Amount Qualified p ............ Vac/Im QUIT CLAIM DEED 8/1/2007 06828 0404 100 No Improved I WARRANTY DEED 5/1/2007 Oo704 1671 158,000 Yes Improved WARRANTY DEED 3/1/2005 05689 1569 128 000 Yes Improved WARRANTY DEED 7/1/2001 04150 i 1241 75 000 Yes Improved QUIT CLAIM DEED 5/1/1999 03656 0577 100 No Improved WARRANTY DEED 4l1/1998_.._......._.......... 03416 0450 59 000 Yes Improved WARRANTY DEED 1/1/1995 02876 0370 57 000 Yes Improved WARRANTY DEED 10/1/1992 02504 1946 49 900 Yes Improved WARRANTY DEED 2/1 /1985 01619 1640 56 200 Yes j Improved I Land http://parcel detail.scpafl.org/Parcel Detail I nfo.aspx?PID = 11203051000001160 1/2 PRECISION DOOR SERVICE OF CENTRAL FLORIDA LENZI, NORA 244 OBRIEN RD 103 OAKRIDGE CT FERN PARK, FL 32730 SANFORD, FL 327719 ( 407) 583-6351 (407) 844-5166 Contractor Number CRC1330671 Part # Description QuantityUnit Price Ext Price Tax 148852 Garage needs to be cleared out to behind the opener for new door/opener 1 0.00 0.00 N installation Electrical Outlet Needed For Opener Installation 148851 'OUTLET NEEDS TO BE INSTALLED WITHIN 6 FEET OF THE NEW OPENER LOCATION 1 0.00 0.00 N PRIOR TO INSTALLATION 130290 Seminole County 1 100.00 100.00 N PERMIT FOR SEMINOLE COUNTY CITY OF SANFORD 143439 New Door Vinyl Trim tit for Double Car Garage Door 1 79.95 79.95 N INCLUDES (1) HORIZONTAL PIECE AND (2) VERTICAL PIECES 164593 110 MPH Wind Load 1 0.00 0.00 N 163247 Distinct Collection 25 GAUGE STEEL GARAGE DOOR 1 0.00 0.00 N 42487 12 inch Radius Track 1 0.00 0.00 N 42490 Torsion Spring Assembly 1 0.00 0.00 N 41613 16x7 Garage Door 1 1456.00 1456.00 N 41617 Distinct 100 Non Insulated HEAVY-DUTY EXTERIOR STEEL - DURABLE, RELIABLE, LOW MAINTENANCE 1 0.00 0.00 N 41620 Short Panel Design 1 0.00 0.00 N 41674 Lifetime Warranty on Hardware 1 0.00 0.00 N 41675 15 year warranty on paint finish 1 0.00 0.00 N 41625 Almond Color 1 0.00 0.00 N 151296 Precision Door Service Premium Upgraded High Cycle Parts* Compared to Industry Standards 1 0.00 0.00 N 6890 Roller 5 1/4" 10 15.95 159.50 N Precision Nylon 2" Diameter 5 1/4" Shaft 13-bb Sealed Nylon Roller w/Dust Cap 6963 Torsion Cable set 8'6 1 89.95 89.95 N 8'6" 1/8 7x19 Torsion Cables 9074 End Bearing Plate RH 1 59.95 59.95 N End Bearing Plate w/Range and bearing right hand 45061 End Bearing Plate LH 1 59.95 59.95 N 1 End Bearing Plate w/Flange and bearing left hand y 450 57 10' PDS Drum - RH 1 59.95 59.95 N Precision Cable Drum 10' Right Hand 45058 10' PDS Drum - LH 1 59.95 59.95 N i Precision Cable Drum 10' Left Hand fi908 Center Bearing Plate LHRw/Bearing 1 89.95 89.95 N Center Bearing Plate - Single Clipped Corners r' Spring Guard 2 0.00 0.00 Nz..45059 PDS Torsion Spring Warning Guards 1;32883 Double Car Garage Door Install 1 o.uu u.uu N r New uoor spring Trice uiscoum 109283 New to be used at new door installation's* 1 0.00 0.00 N Operator Reinforcement Bracket for Wind Loaded Garage Doors 135595 Bracket displaces the pull from the garage door opener across the entire center 1 79.95 79.95 N style, preventing garage door panel failure in the event of a unbalanced garage door Sales Order Date: 10-15-16 Technician: Chris Salcido Work Order#: 3214255 Sales Order # 02047233 system. 152377 Lifetime Warranty on All Labor 1 0.00 0.00 N 8749 Limited Lifetime Warranty on Hardware Installed 1 0.00 0.00 N Limited Lifetime 109268 Package Savings 1-659.15 659.15 N 45213 Linear LDO50 Chain Driven Garage Door Opener 1 449,95 449.95 N 1/2 HP AC Motor with 2 remotes and keypad 129245 7' Linear Chain Rail 1 0.00 0.00 N 129030 Linear 3 button remote" 1 0.00 0.00 N 129031 Linear Keypad' 1 0.00 0.00 N 129260 Linear Lifetime Warranty On Motor 1 0.00 0.00 N 129262 Linear 5 Year Warranty On Chain Rail 1 0.00 0.00 N 129263 Linear 5 Year Warranty On All Mechanical Parts 1 0.00 0.00 N 129264 Linear 1 Year Warranty On All Bectrical Parts 1 0.00 0.00 N 156052 150 off New Garage Door 1 150.00 150.00 N 151293 50 off New Linear LDO50 Garage Door Opener 1 50.00 50.00 N SUBTOTAL FOR 16X7 $1,885.90 E?aymentMethod'i'ransadlo Pa a tate aym, tA ont 1Jtsa €s Cac5.2#i1& 3t7,t?Q mLa•.. ,, G.. xa e \ .....,..wRam..w.... - . E. wa $ ^: Fx ` Additional Information Taxable Subtotal 0.00 NonTaxable Subtotal 1,885.90 Sales Tax(0.0%) 0.00 InwiceTotal: 1,885.90 Total Payment: 300.00 Balance Due: 1,585.90 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 08-23-16 I hereby name and appoint: an agent of: THOMAS BEESING 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): b All permits and applications submitted by this contractor. or El The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 06-22-2017 License Holder Name WILLIAM WALDEN State License Number: CRC1330671 Signature of License Holder: LiJ"y4 4' l STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 23 day of AUGUST , 2016 , by WILLIAM WALDEN who is N personally known to me or who has produced as identification and who did (did not) take an oath., S1gnat4e Notary Seal) CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission No. FF940114 My Commission Expires: 12-01-2019 Rev. 8/06/13) d*: " u".HARLES E. [ViERINIOos My COMMISSION * PF940114 A 6 EXPIRES December01, 2019 140/}35$-0t53 Ftarldallot"SeMce.C=. 10/17/2016 parcel detail. scpafl.org/Footpri ntPage.aspx?PID=11203051000001160&BLD GNO=1 &PAGEN O=1 Parcel: I 1-26-30-S1.U-00M-1160 Building No.: 1 Page No:.1. f MCORD COPY Sketch by Ape. Sketch REVIEWED FOR C-6DE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AU"rHORITY 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 A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE G 16-2799 7 r7— 'F-L"i OCT 18 201. http://parcel detail .scpafl .orgtFootpr i ntPage.aspx?PID= 11 203051000001160&BLDGN 0=1 &PAGEN 0=1 1!1 Product Approval Specification Form Permit # 16-27y9 Project Location Address 103 OAKRIDGE CT SANFORD FL 32773 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 AMARR STRATFORD 1000 16X7 ALMOND FL5302.13-R7 Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 t B1 — -- -- Category / Subcategory Manufacturer Product Description Florida Approval # including 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 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 h WILLIAM WALDEN W Page 1 of 4 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Search 49= lorida 01 Product Approval P USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5302-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archivedj Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336)251-1307 robert.richardson@entrematic.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336)251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FCC) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2015.1)df Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code 10/24/2016 Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Date Validated 11/09/2015 Date Pending FBC Approval 11/09/2015 Date Approved 12/15/2015 Summary of Products FL # I Model, Number or Name Description 5302.1 Amarr Stratford 1000, 2000 Dwg. IRC-6016-140-24, 10' Thru 16' wide 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. Installation Instructions FL5302 R7 II IRC-6016-140-24 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-140-24 Report 7-10 FL.pdf 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 Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-145-24 drawing 7-10 sealed.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. FL5302 R7 AE IRC-6016-145-24 report 7-10 sealed.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.3 rOak ord (M600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru 18' wide. ummit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6018-110-15 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: +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.pdf 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. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6018-120-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R7 AE IRC-6018-120-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-110-11 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. FL5302 R7 AE IRC-6009-110-11 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 10/24/2016 Page 3 of 4 5302.6 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-100-11, 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: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,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-6009-100-11 drawing 7 10 sealed.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-100-11 report 7-10 sealed.pdf Created by Independent Third Party: Yes 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 II IRC-6009-120-15 Drawing 7-10 FL.pdf Verified By: TON SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes 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.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region 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) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-130-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes 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 Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region 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 II IRC-6009-140-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R7 AE IRC-6009-140-15 Report 7 10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. T5302.10 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 II IRC-6009-150-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes 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.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region 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 Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-169-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. FL5302 R7 AE IRC-6009-169-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.12 Stratford (M600); Heritage (M950); I Dwg. IRC-6016-100-15, 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 Installation Instructions FL5302 R7 II IRC-6016-100-15 Drawing 7-10 FL.Pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes 10/24/2016 Page 4 of 4 Design Pressure: +15.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. FL5302 R7 AE IRC-6016-100-15 Report 7-10 FL.pdf 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. 5302.13 atford (M600); Heritage (M950); Dark Dwg. IRC 6016 110 15, 10' Thru 16' wide. Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-110-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. FL5302 R7 AE IRC-6016-110-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-120-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. FL5302 R7 AE IRC-6016-120-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-130-15 Drawing 7-10 FL pdf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. FL5302 R7 AE IRC-6016-130-15 Report 7-10 FL.pdf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-140-17 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30.1/-33.8 Evaluation Reports Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. FL5302 R7 AE IRC-6016-140-17 report 7-10 sealed.pdf 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. 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: R e0iceik '." Credit. Card Safe 10/24/2016 16 GA. GALV. RESIDENTIAL TOP ROLLER BRACKET ATTACHED W/(3) 1/4' x 3/4' HEX HEAD SCREWS PERBRACKET ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' x 1/2' BOLT L NUT PER BRACKET TYP CAL TOP FI%T RE 1N.T.S T SEE PAGE 2 FORGLAZED STRUT AND STIL 14GA. DURASAFE CENTER HINGE ATTACHED W/ (4) 1/Y x 3/4' 7r HEX HEAD SCREWS 3. 20(lk STRUTS ATTACHED V/ (2) 1/4' x 3/4' Q HEX HEAD SCREWS AT EACH CENTER STILE OPTIONALSECTION E LAYOUT TYPICAL DURASAFE CENTER HINGE/ 2 1 N.T.S. J/ TYPICAL STILE .STIFFENER rJ N.T.S. SEE TABLE 4 ON PAGE 3_1 I [7 I I V d 1 I --SEE (TABLE D ON PAGE 3 FOR STILE PLACEMENTS U4 FOR STRUT SPACING 6'-0' MAX VENTS PROVIDE 70 sq I, INSIDE ELEVATION 162 sq. In FOR OPTIONAL 3' 2OGA STRUT VENT)TRUCTE N.T.S. ATTACHED V/ AIR OF EACH, 2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER BOTTOM BRACKET w •-r 14 W DURASAFE STILES END HINGE ATTACHED W/ (2) 1/4' x 3/4' U GA. THICK AT7A[HED V/(3) L4' % 3/4' 0 HEX HEAD SCREVS 3' 2OGA STRUTS w HEX HEAD SCREWS ATTACHED V/ (2) 1/4' x 3/4' HEX 14GA DURASAFE O HEAD SCREWS AT ROLLER CARRIERS ATTACHED R A EACH END STILE TO END STILE V/ (2) 1/4' 3/4' 0.0 HEX HEAD SCREWS PER CARRIER s 2 -BALL STEEL7 NYLON riA = • --' 2' 7-BALL STEEL OR NYLON SHORT STEM ROLLERR SHORT STEM ROLLERS TYPICAL BOTTOM BRACKET/ ,1 ) N.T.S TYPICAL DURASAFE END HINGE / j , N.T.S. 1) 5/16' DIA A 1-5/8' LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 2 X 6 SYP OR SPF NO. 2 OR BETTER) 20 GA CENTER STILLA ENDOSMIEA. v' STEEL 2' CALV. STEEL TRACK-/ TRACK THICKNESS .051' 1/4-20 x 5/8'TRACK SPLICE BOLT AND NUT OR (2) RIVETS TRACK MOUNTING DETAIL N.T.S. TWO (2) ROWS OF THREE (3) VENTS EQUALS 15 S0. INCHES 16 GA RESIDENTIAL TOP FIXTURE ATTACHED V/(3) 1/4' x 3/4' FIE HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' x I/2' BOLT AND NUTS END HINGE 14 GA 3' x 20 GA STRUTS 1) PER EVEN NUMBERED SECTION SECTIONS 2, 4, 6 AND W 2) PER GDD NUMBERED SECTION SECTIONS 1, 3, 5 ANTI 7) BOTTOM BRACKET ATTACHED W( (3) 1/4' a 3/4' H X HEAD SCREWS o NCNEBMAEW/OTTL SECTION A (SIDE VIEW) N. T.S. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE WIND SPEED (MPH) 142 129 122 117 112 EXPOSURE LEVEL B C C D D MEAN ROOF HEIGHT 30' INIEPoOR OF WAGE YA%. M101H le'O' OESION LOADS® i148. 4 US ME NOTE 2 166.4 18 R _ SPEM AWNS AND NOTES SPLICE TRACKS AT THIS LOCATION SE ( R 1O JAM TRACK SPLICE BOLTS W NUTS SECURETOJAMBAC (3) LICE B DIA.LTSR 1 NUTS LAG BOLTS S ( 1) 5/16' DIA. s 1-51W SPLICE) LAG SOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA GALV. STEEL JAMB BRACKETS C ATTACHED W/ (1) 1/4'-20 THROUGH) TRACK SPLICE BOLT At H 1A LSEE ( TABLE 30 ON PAGE 3 SIDE FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS N. T.S. HALL 111E LOAD FROM — DOOM B 1RANSFERRED TO THE APIICAL TRACK. INIE TRACK ME LOAD IS TRAN4EPPFD TO I1HE MRTICAL JAMBS. THE HORIZONTAL JAYS CA HEADER WCOWS NO PORT)N OF THE LOAD TPNlSFERRED FROM TIE DOOR... 1 fiA 'E"'CAL/FTA "16S. RECLTVES MAXIM UI DESIGN LOAOS OF: 3. DOORS AND HAN—E MIILL BE OEMdID, YANUFMNPEO AND INSTALLED WTH STANDARDS AS SET FORK BY DA 4 DOOR 5ECT10N5 SHALL BE 25 GA MIN. (.019') ROLLED F S) UGHT LOYYERCAL DUALITY 9NPORTING smc—. EIERENTS SHALL BE DESKNED BY A AEMSTFED PRORSSIONAL aRMNEER 'Ca WNO LOADS INDICATED ON IRIS DRAWNG IN ADDITION TO OTHOR LOADNGS REFER N TABLES ON THE PAGE 3 FOR ADOMONAL CO MOTHS AND THOR D M PREMRCS REV I DESCRIPTION OF RENSANS DATE IBY A UPDATED BOTTOM BRACKET NFORWnOR 07/05/05 DU ADDED D/IKSIWUT AND DAZING CPDONS B 1 REVSED NOTE 6 09 7 09 C I REMOVED TABLE 5, NOTE 7 05/25 CBT D WIND 90 TABLE & TRACT( ONKURATIENS D4 2 FU E AM NYLON R(IM IED M"G OPTIONS IjbP2 RB S` L, SNEjyjF, e MAX SIZE16' WIDTHaE4, Aa CA''EM.gA•./!' 14' HEIGHT _- ^• 3:0 • NO Q0-•.8579 •• DOOR How * SUB: ECT TO a. '*: MDMHT LMTATONS) c e ell DESIGNLOADaa • rkY.. 18. 3 PSF Ear Y. OF 20. 8 PSF S; s` , •. C', P•: e wapD TESTLOADS27. 5 PSF 2 G • Z 'L 31. 2 PSF Fh F m9J•'0 L'11a .1.0. 165 WRIA15E COURT VINSTn4-SALLN, N.C. E7105 MODEL # 650 OAK SUMMIT w/Dur&Safe MODEL # 600 STRATFORD w/DuraSafe MODEL # 950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panel's DRAWN BY DLJ DATE 04/07/03 1LRAMN6 NBPAR CHECKED BY AAE DATE 01/07/03 IRC-6016- 110-15 SHEET I OF 3 B B 3' 20GA. STRUT LOCATED IN THE MIDDLE. OF GLAZED SECTION ATTACHED W/(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILES Ll 3' 20GA. STRUT LOCATED ON THE TOP AND BOTTOM OF GLAZED SECTION ATTACHED WS A ]EN X D C HEXHEADSCREWSATENDANDCENTER Ul STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) e a B B El OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG —a GLAZING OPTION AVAILABLE ONLY ON DOORS 15'6 THROUGH IWO WIDE. DOORS LESS THAN 15.6 WIDE MUST USE SHORT PANEL GLAZING OR CLOSED SECTIONS _ WOOD JAMB ATTACHMENT TO STRUCTURE P % 6 VERTICAL JAMB ATTACHMENT TD WOOD CRANE C_TRUCTURE 5/16' % 3' LAG SCREWS STARTING 6' FROM ENDS THEN 2d' O.C. (1 1/2' EMBEDMENT) P % 6 VERTi[AL IAMB ATTACHMENT TO 2 D00 PSI CONCRETE HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24. O.L. <2 1/2EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24. O.C. (1 1/4' EMBEDMENT) ITV/ RAMSET REDHEAD (TRU-BOLT) 3/1 X 4' STARTING 6' FROM ENDS THEN 24' O.C.(2 1/2' EMBEDMENT) P X 6 VERTICAL RTIAIAMB AT7A HM NT TO HD OW C-90 BLOCK SIMPSON 1/4' X 3' TITER SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' O.L. <t 1/2' EMBEDMENT) HILTI I/4' X 2-3/4' KWIK-CON III SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS ( 3' APART) AT 24, D.C. (I 1/4' EMBEDMENT) R X 6 V RTT A JAMB PT7A FCA NT TD •RO n D -90 B K( 000 P I GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' D.C. (1 1/4' EMBEDMENT) ( DR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE IHOLLOW BLOCK GROUTED BLOCK i STRUCTURE STRUCTURE ISTRUCTURE k,STRUCTURE s w w u 1/ 2' MIN 2-3I /4' MIN 1-I/2' MIN <' 2X6 JAMB TYP. 3' MIN 8 ME OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) IB- 1/B' 38- 1/8, 2 S 2• •J '1 •3 10- 5/8' 10-5/8' . Z. SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N. T.S. N. T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DeoraFrome WINDOW FRAME OPTIONAL Decra INSERTS CW TH UV PROTECTION WITH UV PROTECTION MIN. 3/32- THICK SSB GLASS JZL( 101 P X 3{a' PAN HEAD SCNEWS LEY DESD PION OF RH90 $ AT EA Blip! PANEL MROOW iRAYE 1b) / e X 3/4' PAN HEAP SCNEW6 A IPDAIED BOTfOY B7AQRT HFQRLAB011 W BJ ATEAO1LONGPANEL .=o EHAME MOLDED INSIDE FRAME /p5/p6 SECTION B—B +DomoAxvYarAHD( lAnY oPtas R a..ao 09 09 DJ AVAILABLE TRACK CONFIGURATIONS N. T.S. MA% SIZE Jtt--Ri:• 1 16' WIDTH W E , 14' HEIGHT,s-`'* /nt r):1r•n.J yf £+,.: Baal HENHr S^ c : _„ , !/ 11" UBJECT TO pIT L1MTA ON6) 18. 3 PSF I V?F'. ` vlz? 20. 8 PSF EST LOADS stl,n F t. :.T••7Y'. sya 5321.5 PSF 31. 2 PSF FL 2 165 CMRIAGE COURT WINSIDN-SALEM, N.C. 27105 MODEL # 650 f OAE SUMMIT n/DuraSafe MODEL # 800 STRATFORD w/DuraSafe MODEL # 950 HERITAGE w/DuraSafe Short, Long, Flush k Oak Summit Panel's SIZE DHAY11 BY 01,1 DALE 04/07/03 ORAYANG NUYBR B CHECNm BY AAE DAIS a/o1/m IRC-6016-110-15 W 2OF3 TABLE 4 TABLE b TABLE 1 =m TABLE 2 TABLE 3 DOOR SECTION HEIGHTS HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 14' 0" 21" 21" 21" 21" 21" 21" 21" 21" 13'6" 21' 21" 21" 21" 21" 18" 18" 21" 13'0" 21" 21" 21" 18" 18" 18" 18" 21" 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 12'0" 21" 21" 21" 21' 21" 18" 21" 11'6" 21" 21" 21" 18" 18" 18" 21" 11' 0" 21" 18" 18" 18" 18" 18" 21 - rav OESIRPTIQI OF AE`ASKNIS BATE Br 10'6" 21" 21" 21" 21" 21" 21" A IPDATED DO BRA rET WFORI AT01 D7/05/05 QJ 10' 0" 21" 21" 21" 18" 18" 21" -- -- - ABBE" OAxSIINWT AND OMNG OPDQT6 B nm NOTE 6 W 2 05 QJ 9'6" 21" 18' 18" 18" 18" 21" 9101, 18" 18" 18" 18" 18" 18 - O RE71o4ED TAME NOTE 7 OS 5/09 f81 8' 6" 21" 121-21- 18" 21" _ " AIND SPEED TABLE k TRACK CONFlGIIRADENS D4/05 2 Fa j,.._. _._.I.___...' E ADDED NYLON ROVERS ATED QADNG OP d kR 21" 18" 21 .o 18" 187'0" 21" 21"MAX SIZE21" 21" 1s' WIDTH E 14' HEIGHT ALL TRACK ATTACHMENT SPAONG /-Y ALLOWED (pooR Heta1T ® {t' m•' WITH SYP OR SPF NO. 2 OR BETTER ONLY SOBJECT TD as • " ,.•' MUpT IMTATIONS) c o a e . y/ • 0+78.3 PSFGND E_ "'3?;" _7+,(_. r 20.5 PSF S; pE:s. ..^ f. I • TEST LOADS Twy ia.'Cfi •' t• "v'5 2327.5 PSF 31.2 PSF £N FF Lam/ ]Fa/d F rSUN 7:o2i.3`'°'t't '20` C 163 LARRTA E LOURT VINSTON-SALEM, N.C. 27103 MODEL #650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush k Oak Summit Panel's 9II DRAYN BY qJ OATE W/O7/N Dun wim B CNEQ7D BY Am DATE o4/D7/m RC-6016-110-15 Nesoo-notneww Oeningea 51ffET 3 OF 3 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H 1 J K T 6'6" 51/2" 161/4" 361/4' 431l2' 541/4" 671l2" T 5 1/2" 18 1/4" 39 1/4' 46 1!2' 60 1/4" 73 1/2" 7'6" 5 1/2' 15 1/4' 33 1/4' 40 1/2" 51 1/4" 69 1!4' 76 1/2' 88 1/2" 8' 5 1/2" 18 1/4' 36 1/4' 43 1/2" 54 1/4" 72 1/4" 79 1/2" 94 1!2" B'6" 5 1/2" 18 1/4' 39 1/4' 46 1/2" 60 1/4" 78 1/4" 85 1/2' 100 1!2" 9' 5 1/2" 15 1!4" 33 1/4' 40 1/2' 51 1/4" 69 1/4" 76 1/2" 87 1!4" 99" 9'6" 5 1/2" 18 114" 36 1/4' 43 1/2° 54 1/4" 72 1/4' 79 1/2' 90 114" 103 1!2" 10' 5 1/2" 18 1/4" 39 1/4" 46 1/2' 60 1/4" 78 1/4" 85 1/2" 96 114" 109 1/2" 10' 6" 5 1I2" 18 1/4" 39 1/4' 46 1/2" 60 114" 81 1/4" 88 1/2" 102 1/4' 115 1/2" 11' S 1/2" 18 1/4" 36 1/4' 43 1!2" 54 114" 72 1/4" 79 1/2" 90 114" 108 1/4" 115 1/2" 130 1/2" 11' 6" 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 78 1/4" 85 1/2" 96 1/4" 114 1/4" 121 112" 136 1/2" 12' 5 112" 18 1/4" 39. 1/4" 46 1!2" 60 1/4" 81 1/4" 88 1/2' 102 1!4" 120 1/4' 127 112" 142 1/2" 12'6' S 1!2" 18 1/4" 36 1/4" 43 1/2" 54 1/4" 72 1!4" 79 1/2" 90 1/4" 108 1/4' 115 112" 126 1/4" 139 1/2" 13' 5 1l2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 78 1/4" 85 1/2' 98 1/4" 114 1/4' 121 1!2" 132 1/4" 145 1!2" 13'6" 5 1/2" 18 114" 39.1/4" 46 1/2" 60 1/4" 81 1/4" 88 1/2" 102 1!4" 120 1/4' 127 112" 138 1/4" 151 1/2" 14' 5 1/2" 18 1!4" 39 1!4" 46 1/2" 60 1/4" 81 1!4" 88 1/2" 102 1!4" 123 1/4' 130 1/2" 144 1/4" 157 1/2" DOOR TRACK ATTACHMENT HEIGHT A B C D E F G 6' 6" 10" 38" 58" 7' 10"38"58" T6' R704" 28" 52" 76' 8' 10" 34" 58" 82' 8'6" 4" 28" 52" 76° 9' 10" 34" 58" 82° 9' 6" 4" 28" 52" 76" 100" 106" 10' 10" 34" 58" 82" 106" 112" 10' 6" 4" 28" 52" 76" 100" 118" 11' 10" 34" 58" 82" 106" 124" 11'6" 4" 28" 52" 76" 100" 124" 130" 12' 10" 34" 58" 82" 106" 130" 136" 12'6" 4" 28" 52" 76" 100° 124" 142" 13' 10" 34' S8" 82" 106" 130" 148" 13' 6" 76" 100" 124" 148' 154" 14' 10" 34" 58" 82" 106" 130" 154" 160" rr..s1• Jld C:dilEEl•:'6i1[Fd'i]IiL'td]fCidL°] iLga F'+'I1T11L•".'J ill•FS1JfiFE1°] i1E1 1 iGlkJ!(iEFJ•ri iflla• i@d°!•f13 REQUIRED INSPECTION SEQUENCE BUILDING PERMIT Minn Maui Ins ection 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 zoo Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: /0 3 CT -- ELECTRICALLIECIRICAL PERMIT Min Marx Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ecti®n )1Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMI Min Manx I[ns ection Descrij2fion Mechanical Rough Mechanical Final Min I Max Gas Unde Gas Roug Gas Final REVISED: June 2014