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HomeMy WebLinkAbout704 Briarcliffe Str iEl,,D CITY OF SANFORD BUILDING & FIRE PREVENTION AUG 1 1 2016 PERMIT APPLICATION BY: '> Application No: - Documented Construction Value: $ 1500 Job Address: 704 BRIARCLIFFE ST SANFORD FL 32771 Historic District: Yes NoEl Parcel ID: 01-20-30-504-1100-0050 Residential ® Commercial Type of Work: New Addition Alteration RepairX Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Phone: 3212848290 Name JAMES POSTELL Street: 704 BRIARCLIFFE ST City, State Zip: SANFORD FL 32773 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 8772250658 Title: POA TO CONTRACTOR Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Phone: 4074026597 Resident of property? : YES/OWNER Contractor Information Phone: 3212848290 FaX: 8772250658 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Q 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 P 14 ,., (,JJmC.1'/Yl 08-11-16 Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/ gent's Name 08-11-16 ignature of Notary-Stad of Florida Date 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: :A-11—) UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: C;r S - l(.• ( Revised: June 30, 2015 Permit Application AUG 11 2016 BY: Part # PRECISION DOOR SERVICE OF CENTRAL FLORIDA 244 OBRIEN RD POSTELL, JAMES O, JR. 704 BRIARCLIFFE ST 148852 Garage needs to be cleared out to behind the opener for new door/opener 1 0.00 FERN PARK, FL 32730 SANFORD, FL 32773 407) 583-6351 407) 402-6597 163259 Contractor Number CRC1330671 1 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 163259 WFTV Channel $1500 Door/Opener Special 1 1425.65 -1425.65 N 163246 Enduring Collection 1 0.00 0.00 N 24 gauge steel 159189 16x7 Garage Door 1 1321.00 1321.00 N 159198 Enduring 100 Non Insulated 1 0.00 0.00 N Heavy-duty Exterior Steel - Durable, Reliable, Low Maintenance 41624 True White Color 1 0.00 0.00 N 41620 Short Panel Design 1 0.00 0.00 N 42487 12 inch Radius Track 1 0.00 0.00 N 151296 Precision Door Service Premium Upgraded High Cycle Parts* 1 0.00 0.00 N Compared to Industry Standards 6890Roller 5 1/4" 10 15.00 150.00 N Precision Nylon 2" Diameter 5 1/4" Shaft 13 -bb Sealed Nylon Roller w/Dust Cap 6963Torsion Cable set 8'6 1 79,95 79.95 N 8'6" 1/8 7x19 Torsion Cables 9074 End Bearing Plate RH 1 49.98 49.98 N End Bearing Plate w/Range and bearing right hand 45061 End Bearing Plate LH 1 49.98 49.98 N End Bearing Plate w/Range and bearing left hand 45057 10' PDS Drum - RH 1 49.98 49.98 N Precision Cable Drum 10' Right Hand 45058 10' PDS Drum - LH 1 49.98 49.98 N Precision Cable Drum 10' Left Hand 6908 Center Bearing Plate LHRw/Bearfng 1 79.95 79.95 N Center Bearing Plate - Single Clipped Corners 164544 Precision High Cycle Torsion Springs* ** 1 274.90 274.90 N Typical value of $274.90* **Sizes to be determined at installation** 45059 Spring Guards 2 0.00 0.00 N PDS Torsion Spring Warning Guards Operator Reinforcement Bracket for Wind Loaded Garage Doors 135595 Bracket displaces the pull from the garage door opener across the entire center 1 89.99 89.99 N style, preventing garage door panel failure in the event of a unbalanced garage door system. 159208 Lifetime Warranty on Hardware 1 0.00 0.00 N 159211 Lifetime Warranty on Paint finish 1 0.00 0.00 N 132883 Double Car Garage Door Install 1 0.00 0.00 N 143439 New Door Vinyl Trim fit for Double Car Garage Door 1 79.95 79.95 N Includes (1) Horizontal piece and (2) Vertical pieces 48791 Door Permit 1 100.00 100.00 N SEMINOLE COUNTY 45062 PDS800 Bek Driven Garage Door Opener 1 499.99 499.99 N Includes Belt rail, two remotes, wireless keypad, wall control and safety sensors one onn o..w..-.. 0 -1 - Sales Order Date: 08-10-16 Technician: Blake Furukawa Work Order#: 3112657 Sales Order # 01962384 45118 rvo ovv o —,Y o —.Jj 1 Year Warranty' 1 50.00 50.00 N 45063 7' Belt Rail 7' 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 Bek Rail 1 0.00 0.00 N 129267 PDS 5 Year Warranty On All Mechanical Parts 1 0.00 0.00 N 129268 PDS 1 Year Warranty On All Electrical Parts 1 0.00 0.00 N SUBTOTAL FOR 16X7 $1,500.00 Additional Information Taxable Subtotal 0.00 NonTaxable Subtotal 1,500.00 Sales Tax (0.0%) 0.00 Invoice Total: 1,500.00 Total Payment: 500.00 Balance Due: 1,000.00 Additional Information 8/11/2016 parcel detai l.scpafl.org/Footpri ntPage.aspx?PI D= 01203050411000050&BLD GN 0=1 &PAGEN 0=1 Parcel 01-20-:10.504-1100-0050 Building No.: i Page No: 1. Sketch by Apex Sketch RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE woLDING SANFORD BUILDING DIVISION SANFORD A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS FpAR` AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 1 C p THE BUILDING OFFICIAL FROM THEREAFTER _ i p Z,. v REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE http://parceidetail.scpafl.orgIFootprintPage.aspx?PID=01203050411000050&BLDGNO=1&PAGENO=1 1/1 1 8/11/2016 Florida Building Code Online BCIS Home Log In ! User Registration ( Hot Topics 1 Submit Surcharge Stats & Facts I Publications C FBC Staff BCIS Site Map Links Search Irld Product Approval a - :USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5302-R7 Application Type Revision Code Version 2014 AUG Application Status Approved BY: Comments Archived 1 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 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 I Validation Checklist - Hardcopy Received Certificate of Independence FI 5302 R7 COI Statement of Independence 2015.odf Referenced Standard and Year (of Standard) Standard Ye ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By https://floridabuilding.orglprlpr_app_Od.aspx?param=wGEVXQwtDqunL7seVZM FLLeOOySN2RYes%2bbXzb2L0lg%3d 1/5 8/11/2016 Florida Building Code Online Sections from the Code 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 # 1 Model, Number or Name Description 5302.1 Amarr Stratford 1000, 2000 (M600); Dwg. IRC -6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); I Amarr Oak Summit 1000, 2000 j (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 Drawinq7-10_ _FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-140-24 ReQOrS7-10 FL. pdf Created by Independent Third Party: Yes 5302.2 i Stratford (M600); Heritage (M950); Dwg. IRC -6016-145-24, 10' Thru 16' wide. j 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 drawinq_7-_10 sealed.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-145-24 report 7-10 sealed.pdf Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC -6018-110-15, 162 thru 18' wide. i Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, 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 replacement door. Installation Instructions FL5302 R7 II IRC -6018-110-15 Drawing 7-10 FL odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6018-110-15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); I 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 II IRC -6018-120-15 Drawing 7-10 FL odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6018-120-15 Reoort 7-10 FL.Ddf Created by Independent Third Party: Yes 5302.5 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 II IRC -6009-110-11 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6009-110-11 Report 7-10 FL.Ddf Created by Independent Third Party: Yes https://floridabuilding.org/prlpr_ppp_o.aspx?param=wGEVXQwtDqunL7seVZM FLLeOOysN2RYes%2bbXzb2LOlg%3d 2/5 8/11/2016 Florida Building Code Online 1 replacement door. 33.._....__-_.___.._._..........___ ....._.._........._.__._._ 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.df Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes 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 report 7-10 sealed.odf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region 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 1I 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.Ddf 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. j Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6009-130-15 Drawing? -10 FL.Ddf 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 Reoort 7-10 FL.Ddf 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.pdf 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,odf Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 2.10 'Stratford (M600); Heritage (M950); F5 0 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 pdf 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.Ddf 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. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. j 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.odf 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 Installation Instructions hftps://floridabuilding.org/pr/pr ppp_O.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%a2bbXzb2LOlg%3d 3/5 8/11/2016 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 yeptg,c-e,ment door. 5302.13 1 Stratford (M600); Heritage (M950); Oak Summit (M650) 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. FL5302 R7 II IRC -6016-100-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-100-15 Report 7-10 FL.pdf Created by Independent Third Party: Yes Dwg. IRC -6016-110-15, 10' Thru 16' wide. Installation Instructions FL5302 R7 II IRC -6016-110-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-110-15 Reoort 7-10 FL.Ddf Created by Independent Third Party: Yes 5302.14 i Stratford (M600); Heritage (M950); Dwg. IRC -6016-120-15, 10' Thru 16' wide. i 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 FL5302 R7 AE IRC -6016-120-15 Report 7-10 FL.2df Created by Independent Third Party: Yes 5302.15 i 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 II IRC -6016-130-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.16 Stratford (M600); 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.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-140-17 report _7-10_sealed.pdf Created by Independent Third Party: Yes tack '-',; 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.:: Pdvacv 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, FS., please click here . Product Approval Accepts: MROKHE 0 l t!! 11 ALE 1IcIti" https://floridabuilding.org/pr/pr_app_o.aspx?param=wGEVXQwtDqunL7seVZM FLLeOOysN2RYes%2bbXzb2LOlg%3d 4/5 16 GA. GALV. RESIDENTIAL TDP ROLLER BRACKET ATTACHED W/(3) 14' x 3/4' HEX HEAD SCREWS PERBRACKET ° 00 ADJUSTABLE ROLLER CARRIER 1TTACHED W/ (2) 1/4' x 1/2' BOLT L NUT PER BRACKET TYPIC TOP FIXT R S@NTS 1 STILE STIFFENERS (5) LOCATED IN HINGE HOLECS) ON TOP SECTION ONLY H FOR STR ATTACHMENT (IF IS REGI)RED) Q O TYPICAL STILE -STIFFENER 5N.T.S. SEE TABLE 4 ON PAGE 3-I 7 14GA. DURASAFE F W STILE PLACEMENTS 16' WIDTH FOR STRUT SPACING 14' HEIGHT 16' 0' MAX CENTER HINGE ATTACHED m . $ 16 GA RESIDENTIAL 62 So. Ye FOR 0 TONAL zo.e PSF V/ (4) 1/4' x 3/4' HEX HEAD SCREWS 6c R ; L V;j ...... 2• 713P FIXTURE ATTACHED W/(3) 1/4' x 3/4' HEX HEAD SCREWS AIR FLOW EACH HEX HEAD SCREWS AT END AND CENTER BOTTOM BRACKET RETER TO TABLES ON THE PAGE 3 FOR ADUTONAL DOOR RUMS AND THOR DESON PRESSURES 14W. DURASAFE END HINGE ATTACHED STILES ADJUSTABLE SLIDE BRACKET ATTACHED DATE 04/01111 IRC -6016-110-15 V/ (2) 1/4' x 3/4' 8 HEX HEAD SCREWS 3' 2OGA. STRUTS HEX HEAD SCREWS V/(2) 1/4' x 1/2' BOLT AND NUTS ATTACHED V/ (2) 3' 20GA. STRUTS ATTACHED 25c SKINN (M600 L M650) ROLLER CARRIERS ATTACHED O IIR EACH END STILE • W/ (2) 1/4• 3/4' HEX HEAD SCREWS A7 24 W SKIN (M95WSKIN (M95W EACH CENTER STILE O f SEE PAGE 2 FOR OPTIONAL PLICE TRACKS AT THISr.L GLAZED SECTIO STRUT AND STILE LAYOUT SPLICELOCATON 4) 1/4'-20 TRACH SPLICE BOLTS a NUTS ECURE TO JAMB WITH (3) 5/16" M. x 1-5/tFSECURE S L TYPICAL DURASAFE N.T.S. HINGE(, 1G S LAG BOLTS 5/18• DIA. x 1-5/8• STILE STIFFENERS (5) LOCATED IN HINGE HOLECS) ON TOP SECTION ONLY H FOR STR ATTACHMENT (IF IS REGI)RED) Q O TYPICAL STILE -STIFFENER 5N.T.S. SEE TABLE 4 ON PAGE 3-I 7 ILSE (TABLE 1) ON PACE 3 F W STILE PLACEMENTS 16' WIDTH FOR STRUT SPACING 14' HEIGHT 16' 0' MAX VENTS PROVIDE 70 NO H. m . $ INSIDE ELEVATION 62 So. Ye FOR 0 TONAL zo.e PSF 3' 20GA. STRUT VENT)UNOBSTFUCTED 6c R ; L V;j ...... H.T.S. ATTACHE W/ 21/4' X 3/4' AIR FLOW EACH HEX HEAD SCREWS AT END AND CENTER BOTTOM BRACKET RETER TO TABLES ON THE PAGE 3 FOR ADUTONAL DOOR RUMS AND THOR DESON PRESSURES 14W. DURASAFE END HINGE ATTACHED STILES 14 GAATTACHEDV/(3 1 4•C X 3/4' DATE 04/01111 IRC -6016-110-15 V/ (2) 1/4' x 3/4' 8 HEX HEAD SCREWS 3' 2OGA. STRUTS HEX HEAD SCREWS ATTACHED V/ (2) 14GA DURASAFE 1/4 x HEX HEAD SCREWS AT ROLLER CARRIERS ATTACHED O IIR EACH END STILE • TO END STILE V/ (2) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER OR0 TYPICAL DURASAFE END HINGE./ J 1N.T.S. END HINGE 14 GA 3' x 2D GA STRUTS O PER EVEN NUMBERED SECTION SECTIONS L 4, 6 AND R) 2) PER ODD NUMBERED SECTION SECTIONS 1, 3, 5 AND 7) n BOTTOM BRACKET ATTACHED3) 1/4' x 3/4' HEX HEAD SCREWS i W T. STEEL RETAINERCONT. BTM SEAL 5ECTION A -A (SIDE VIEW) N.T.S. 2' 7 -BALL STEEL OR NYLON NYLON SHORT STEM ROLLER TYPICAL BOTTOM BRACKET 4NTS. ]' 1) 5/16' DIA x 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 STILE 0 GA GALV. STEEL END )TLE 2GALV. STEEL TRACK z 5/8 -TRACK TRAGIC THICKNESS .051' BOLT AND NUT RIVETS TRACK MOUNTING DETAIL WTS. TWO 2) ROWS OF THREE (3) _T VENTS EQUALS 15 SD. INCHES OPTIONAL VENT DETAIL WIS. 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 1 122 1 117 112 EXPOSURE LEVEL B C I C I D D MEAN ROOF HEIGHT 30' 15' 1 25' 1 15' 25' NTOaa OF GARAGE I MAX. WD1M 19'0' ) DESIGN LOADS® Me40.1 M SEL NDTE 2 SPLICE) LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA DAILY. STEEL JAMB BRACKETS C ATTACHED W/ (1) 1/4•-20 THROUGH) TRACK SPLICE BOLT A NUT G OR (2) RIVETS B A CSEE (TABLE 35 ON PAGE 3 SIDE FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS N.T.S. I Rv I DE9XPA01 OF R]EJD16 I DATE IID I 0 WEu1CAT0H3 AND NOTES MAX SIZE s (,C?\r C N`S=F9%g 16' WIDTH 1• W E -; C 14' HEIGHT A 140 004VS79°+ DOOR IEIpRSUBEaTD m . $ No RR GMTATIDN9) DESIGN LOAD 18.3 PSF c6:. :. a r'[4 • . eff E- t ! zo.e PSF n6'"N'.. s/,,1 \ O IGp 5H7TESTLOADSPSF6cR ; L V;j ...... 27.5 31.2 PSF E2 DRAB( BT DLJ FL piaa± eit4 WEu1CAT0H3 AND NOTES 1. ALL TIE LOAD FROM THE 5 TRANSETOMm TO THE NT4 iRAIX, yyaa //yy-y.'W n/ / / /) / VTHETETRACKINELOADL5IN RE VM TO ITE NERM 7AM85. THE HORIZONTAL JAMB OR HEADER REtnVFS x0 PORTION 01 THE IUIU L I VW/ i iRANSFE9iE0 FROM THE DOdM. Z E VERTCAL JAMBS NECEN MAXIMUM DESUN LOADS OF: 165 CARRIA COURT VINSTO(-SALEM, KC. 27105 1 -1664 IU MODEL X1850 OAK SUMMIT w DuraSafe A3. WO T Aro HMDWME MLL E DES4HED.OR H By DASH MmDOORSANDORRICE' STANDARDS AS SET FORTH BY DASMA MODEL #BOO STRATPORD w/DuraSafe S uL 6e 25 DA DAN 6DI87 RauED FORMED ueNTwHDiMMo. MODEL #950 HERITAGE w/DuraSafeMODELWALT, 5. _PDRTNO SmUCTURAL ELOENTS — BE IX3o ED Short, Long, Flush & Oak Summit Panel's BY A REG6TNIO PRDTESSONAL FNGNEER FOR MIO LOADS INICATEU ON TNS DRMMG NIDD— TO OTHER LOAD... 97I DRAB( BT DLJ AA,,//'' ATE DM/°ICDA OKITRIG M11BEA RETER TO TABLES ON THE PAGE 3 FOR ADUTONAL DOOR RUMS AND THOR DESON PRESSURES B OED® By AAE DATE 04/01111 IRC -6016-110-15 Xa 90 i 6 3 stoz x i qnv e a B B OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLAZING OPTION AVNIABLE ONLY ON DOORS 15'6 THROUGH 16'0 WIDE DOORS LESS THAN 15'6 WIDE MAST USE SHORT PANEL GLAZING OR CEASED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICAL JAMB ATTACHMENT TD VOD FRAME STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' O.C. (1 1/2' EMBEDMENT) CONCRETEITl11 HILTI KVIK BOLT 3/8' X 1' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) 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) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 I/2' EMBEDMENT) OCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' D.C. (1 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 24' O.C. (1 1/4' EMBEDMENT) P X 6 V R0ROUT) HILTI SLEECA384TSTATT 6-9OT0H0ENP2I4' O.C. (1 1/4' EMBEDMENT) (OR, 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 BLOC STRUCTURE STRUCTURE k, ISTRUCTURE STRUCTURE S I I w 1/2' I MIN 2-3 1-1/2' MIN 4' 2X6 JAMB TVP. 3' MIN B T ZDGA. STRUT LOCATED IN THE B MIDDLE OF GLAZED SECTION ATTACHED JU V/(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILES ul e D OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 3' 2OGA STRUT LOCATED ON THE TLP AND BOTTCM OF GAZED SEMIONEXATTACHED .S A 1/4' % D C TEHEADS[REVS AT END AND CENTER STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) e a B B OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLAZING OPTION AVNIABLE ONLY ON DOORS 15'6 THROUGH 16'0 WIDE DOORS LESS THAN 15'6 WIDE MAST USE SHORT PANEL GLAZING OR CEASED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICAL JAMB ATTACHMENT TD VOD FRAME STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' O.C. (1 1/2' EMBEDMENT) CONCRETEITl11 HILTI KVIK BOLT 3/8' X 1' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) 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) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 I/2' EMBEDMENT) OCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' D.C. (1 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 24' O.C. (1 1/4' EMBEDMENT) P X 6 V R0ROUT) HILTI SLEECA384TSTATT 6-9OT0H0ENP2I4' O.C. (1 1/4' EMBEDMENT) (OR, 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 BLOC STRUCTURE STRUCTURE k, ISTRUCTURE STRUCTURE S I I w 1/2' I MIN 2-3 1-1/2' MIN 4' 2X6 JAMB TVP. 3' MIN 18-1/8' 38-1/8' 2 .3 31 2• •3 Z H3 I SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N.T.S. - N.T.S. 41 GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DearaFrome WINDOW FRAME rWITH UV PROTECTION OPTIONAL Decra INSERTS fI WITH UV PROTECTION MIN. 3/32' THICK SS8 GLASS 10) 08 X 3/4' PAN HEAD SCREWS OESTJiP10M ATEACH SHORT PN wRNDOW FRAME A (15) /6 X 3/4' PAN IFA SOtEWS AT EACH LON. PANEL wMDOTI FRAME MOLDED INSIDE FRAME A LFDAID BO1f0Y BAA00:T AFO SECTION B -B )DBmDAawrAxoaAmG AVAILABLE TRACK CONFIGURATIONS N.T.S. MAX SIZE 18'DTH 10. 14' HEIGHT DESIGN LOA 18.3 PSF 20.8 PSF S N( TEST LOADS ;, 3 27.5 PSF E 2 31.2 PSF P; FL FIX0'/M/M D% 09/021081 DA — D)/25 MT Mw NIMA21 w LIZAIG OPM IIAA2 I MR 64Ts4. S'iF%1w ivy S4i li qt nti t'' OahW Ba MODEL /850 OAK SUMMIT w/DureSafe MODEL #800 SPRATFORD w/DuraSafe MODEL /950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panefs Iff DRAWN BY D3 DAIS 0'197 DRAW MIR B of«m BY AW DAIE 04 IRC -6016-110-15 20 2 D 3 B OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18-1/8' 38-1/8' 2 .3 31 2• •3 Z H3 I SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N.T.S. - N.T.S. 41 GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DearaFrome WINDOW FRAME rWITH UV PROTECTION OPTIONAL Decra INSERTS fI WITH UV PROTECTION MIN. 3/32' THICK SS8 GLASS 10) 08 X 3/4' PAN HEAD SCREWS OESTJiP10M ATEACH SHORT PN wRNDOW FRAME A (15) /6 X 3/4' PAN IFA SOtEWS AT EACH LON. PANEL wMDOTI FRAME MOLDED INSIDE FRAME A LFDAID BO1f0Y BAA00:T AFO SECTION B -B )DBmDAawrAxoaAmG AVAILABLE TRACK CONFIGURATIONS N.T.S. MAX SIZE 18'DTH 10. 14' HEIGHT DESIGN LOA 18.3 PSF 20.8 PSF S N( TEST LOADS ;, 3 27.5 PSF E 2 31.2 PSF P; FL FIX0'/M/M D% 09/021081 DA — D)/25 MT Mw NIMA21 w LIZAIG OPM IIAA2 I MR 64Ts4. S'iF%1w ivy S4i li qt nti t'' OahW Ba MODEL /850 OAK SUMMIT w/DureSafe MODEL #800 SPRATFORD w/DuraSafe MODEL /950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panefs Iff DRAWN BY D3 DAIS 0'197 DRAW MIR B of«m BY AW DAIE 04 IRC -6016-110-15 20 2 D 3 TORI P 1 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H I J K T 6'6" 5112-118 1/4' 361/4" 43112' 541/4" 671/2" 7' 51/2" 181/4" 391/4" 461/2" 601/4" 731/2" 7'6" 51/2' 151/4" 331/4" 401/2" 51 1/4" 691/4" 76112" 881/2' 8' 51/2" 181/4" 361/4" 431/2" 541/4" 721/4' 791/2" 94112' 8'6" 5 1/2" 18 114" 39 114" 46 112" 60 1/4" 78 114" 85 1/2" 100 1/2" 9' 51/2" 15 331/4" 40112" 51 1/4" 69114" 761!2" 871/4" 99" 9'6" 51/2" 18114" 361/4" 431/2" 541/4" 721/4' 791/2" 901/4" 1031/2" 10' 5112" 18114" 391/4" 461/2" 60114" 781/4" 851/2" 961/4' 1091/2' 10'6" 5 1/2" 18 1/4' 39 1/4" 46 1/2" 60 1/4" 81 1/4" 88 1/2" 102 1/4" 115 112" 11' S 1/2" 18 114" 36 1/4' 43 112" 54 114" 72 114" 79 1/2" 90 1/4" 108 1/4' 115 112" 130 1/2" 11'6" 5 112" 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 1/2" 136 1/2' 12' 5 1/2" 18 1/4" 39 1/4" 46 112" 60 114" 81 114" 88 1/2' 102 114' 120 1/4" 127 112" 142 112' 12'6" 5 1/2" 18 1/4" 36 1/4" 43 1/2" 54 114" 72 1/4" 79 1/2" 90 114" 108 1/4' 1151/2- 126 1/4-1139 1/2' 13' S 1/2" 18 1/4" 39 114" 46 1/2" 60 1/4" 78 114" 85 1/2" 961/4' 1141/4' 121 1/2-1132 1/4-1145 1/2- 13'6' 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 114' 81 1/4' 88 1/2" 1021/4" 120 1/4' 127 1/27T1 38 1/4' 151 112' 14' 5112- 18 1/4"139 1/4"146 1/2"160 1/4" 81 114" 88 1/2" 102 1/4' 123 1/4-1130 112-1144 114-1157 112' TABLE 2 TABLE 3 ALL TRACK ATTACHMENT SPACING i/-2" ALLONED MIN SYP OR SPF N0. 3 OR BETTER ONLY Secli LwESAIIo'. With Panel Type 4--i Negi. I REV I DWP1171 OFREIM IDATE IDI' I DIJ 4 ,® r SIZE 16' 1s' WIDTH W E `• ..„ E:'s .lTj14' HEIGHT - - s4' jIFIWTlAfiAl1O13I •'. 0ADS183GN PSF 20.8 PSF TEST LOADS `=_4.•.•.,..:.=•:.U' e 23 27.5 PSF E 2 31.2 PSF Px EdJtl/t`i.1"D`"1pC 4 9nFL m, ry:DDDD:b' 2"`. 163 CARRIA E COURT VINSTONK K, MC 2)103 MODEL #850 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Loud, Flush & Oak Summit Panel's SZE DUN BY OU DATE 04/01/0.1 9uENO NOffA B DIED® BY AAE DATE a/m/ni IRC -6016-110-15 SW 3OF3 i F3' t .'•1 • Fi 1 fg .7 aa- arsa s rsu lts:7Yirc f sQlu Secli LwESAIIo'. With Panel Type 4--i Negi. I REV I DWP1171 OFREIM IDATE IDI' I DIJ 4 ,® r SIZE 16' 1s' WIDTH W E `• ..„ E:'s .lTj14' HEIGHT - - s4' jIFIWTlAfiAl1O13I •'. 0ADS183GNPSF 20.8 PSF TEST LOADS `=_4.•.•.,..:.=•:.U' e 23 27.5 PSF E 2 31.2 PSF Px EdJtl/t`i.1"D`"1pC 4 9nFL m, ry:DDDD:b' 2"`. 163 CARRIA E COURT VINSTONK K, MC 2)103 MODEL #850 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Loud, Flush & Oak Summit Panel's SZE DUN BY OU DATE 04/01/0.1 9uENO NOffA B DIED® BY AAE DATE a/m/ni IRC -6016-110-15 SW 3OF3 4 2016AUGi1 LIMITED POWER OF ATTORNEY BY: Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05-18-16 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 1wecessary to this appointment for (check only one option): El All permits and applications submitted by this contractor. or 1 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 05-17-17 License Holder Name: tate License Number: WILLIAM WALDEN CRC1330671 Signature of License Holder: SPATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 18 day of MAY 201 6 , by WILLIAM WALDEN who is X personally knavvn to me or o who has produced as I dentification and who did {did not) take an oat Sig ature Ll Notary Seal) CHARLES E. MERINO MY COMMISSION # FFS40114 EXPIRES December ©i, 2o19 4Qt 348A'S3 f1orlAONotq orvka.eoR j R v. 8!06/13) CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission No. FF940114 My Commission Expires: 12-01-2019 REQUIRED INSPECTION SEQUENCE BP# it- . 2J_%&4 Address: --7o L4 32 42cuf BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 EL=ECTRICAL PERMsIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final