Loading...
HomeMy WebLinkAbout207 Villa DrRECEIVED AUG 15 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION, BY: PERMIT APPLICATION aagQApplicationNo: Documented Construction Value: $ 1848 Job Address: 207 VILLA DR SANFORD FL 32771 Historic District: Yes No Parcel ID: 33-1930-505-0000-0410 Residential © Commercial Type of Work: New Addition AlterationEl Repair Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLIE MERINO Phone: 3212848290 Name JOHNNY DAVIS Fax: 8772250658 Street: 207 VILLA DR City, State Zip: SANFORD 32771 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Title: SUPERVISOR OF INSTALLATION Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Phone: 4076207894 Resident of property? : YES 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: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 r Q Wctiiy. [JFit 08-12-16 b Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/Agent's Name 08-12-16 Signature of Notary -State 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: '? "1(0- UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: X R A t O A m K o CQ y Cr zm o rrle n RIy 0 o Q A Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RP# 1t_ — 224g Address: IZ07 BUILDING PERMIT Min Max Inspection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final 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) ELECTRICAL =PE+RMIT Min Max Inspection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MW16 IA`NrICAML BEIRMIT Min Max Inspection Descri tion Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 gfADC PRECISION DOOR SERVICE OF CENTRAL FLORIDA 244 OBRIEN RD FERN PARK, FL 32730 407) 583-6351 DAMS, JOHNNY 207 VILLADR SANFORD, FL 32771 407) 620-7894 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 163259 WFTV Channel 9 $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 41624 True White Color 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 6890 Roller 51/4" 10 15.00 150.00 N Precision Nylon 2" Diameter 5 1/4" Shaft 13-bb Sealed Nylon Roller w/Dust Cap 6963 Torsion 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/Flange and bearing right hand 45061 End Bearing Plate LH 1 49.98 49.98 N End Bearing Plate w/Flange 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/Bearing 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 (Lards 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 Kit 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 45062 PDS800 Belt Driven Garage Door Opener 1 499.99 499.99 N Includes Belt rail, two remotes, wireless keypad, wall control and safety sensors 45118 PDS 800 Battery Backup 1 50.00 50.00 N 1 Year Warranty* 45063 7 Be@ Rail 1 0.00 0.00 N 7' Belt Rail 129265 PDS Lifetime Warranty On Motor 1 0.00 0.00 N 129266 PDS Lifetime Warranty On Belt 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 Enduring 200 Semi Insulated R Value 6.44 159200 HEAVY-DUTY EXTERIOR STEEL - DURABLE, RELIABLE LOW MAINTENANCE - 1 348.00 348.00 N ENVIRONMENTALLY SAFE POLYSTYRENE THERMAL INSULATION WITH VINYL BACKING - ENERGY EFRCIENT - QUIET OPERATION 159203 Long Panel Design 1 0.00 0.00 N SUBTOTAL FOR CENTER DOOR (LO) 16X7 WOOD $1,848.00 P entMeth d bran Sri rnantD& aytrr ntAarlour t Additional Information Taxable Subtotal 0.00 NonTaxable Subtotal 1,848.00 Sales Tax(0.0%) 0.00 Invoice Total: 1,848.00 Total Payment: 184.00 Balance Due: 1,664.00 8/12/2016 SCPA Parcel Vew:33-19-30-50r0000-0410 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05-18-16 25 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 nceessary to this appointment for (check only one option): ZI All permits and applications submitted by this contractor. or Ll The specific permit and application for work located at: Street Address) L.xpiration Date for This Limited Power of Attorney: 05-17-17 License Holder Name: WILLIAM WALDEN Mate 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 201 6 , by WILLIAM WALDEN who is Ix personally known to me or who has produced as identification and who did (did not) take an oat Sigature Notary Seal) CHARLES E. MERINO MY COMMISSION # FF940114 EXPIRES December 01, 2019 40 Q 398.01.53 FkwtdAiNrr0arAC6,ppR 1: cv. 8!06/ 13) CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission No. FF940114 My Commission Expires: 12-01-2019 8/12/2016 parcel detail.scpafl.org/FootprintPage.aspx?PID=33193050500000410&BLDGN O=1 &PAGENO=1 Parcel: 33-14-30-505-0000-0410 Sketch by Apex Sketch G 1 6 - 2.299 RtCORD COPY v 4 14 OPF 12 sf REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 5• 1%' 1k DATE Building No.: 1 19 Page No: i SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ODES, 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 http://parceldetail.scpafl.orgIFootprintPage.aspx?PID=33193050500000410&BLDGNO=1&PAGENO=1 1/1 v Product Approval Specification Form Permit # Project Location Address 207 VILLA DR SANFORD FL 32771 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 16X7 HERITAGE 2000 WHITE 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 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 WILLIAM WALDEN Please Print) June 2014 GALV. RESIDENTIAL16TOPROLLERBRACKET ATTACHED V/(31 L4' x 3/4' HEX HEAD SCREWS PERBRACKE O• ADJUSTABLE ROLLER CARRIER 47TACHED W/ (2) 1/4' x I" BOLT L NUT PER BRACKET SEE PA TYP CAL TOP FI( 1 STRUTNT.S 1 , 0--. I4G . DURASAFE CENTER HINGE ATTACHED W/ (4) 1/4' x 3/4' HEX HEAD SCREWS 16 GA RESIDENTIAL z• 713P FIXTURE ATTACHED V/(3) 1/4• x 3/4' HEX HEAD SCREWS Z)1ARL/4' . VL2 BOLLIDETBRACKETATTACKEDANUTS3. 20GA. STRUTS ATTACHED V/ ( 2) 1/4' x 3/4' 25 G11 SK]N (M6m L M650) HEX HEAD SCREWS AT 24 W SKIN (M950) EACH CENTER STILE 4:. rl. OPTPLICE TRACKS AT THIS LOCATION SEUTS SECTIORKK6SS----( LAYDUT \ ECURE tTO JAMB INTH (3) 5/16" D1A. , 1N 5/B" LIS TYPICAL DURASAFE T. S CENTER HINGE/ ' N G S5 18' OA STILE STIFFENERS MULOCATED EINfLIBLE(S) ENrIrsECT1uRDrirHOLESFOR S<7ATTESOVEE CffISREQMRED) TYPICAL STILE_ STIFFENERO N.T.S. TAHLE 4 ON PAGE3-J _ _ I1. 4 _—Ij-' EOtSTDF ASEE LEPLACEMENTSRABLEU (NPAGT• MA% F13R STRUT SPACMGVENTS PROVIDEINSIDEELEVATION(623' 20GA. STRUT VENT) OF UND TRUCTED ATTACHED V/ AIR FLOW EACH 21/ 4' X 3/4' HEX HEAD SCREWSU ENDANDCENTERBDTTOABRACKETGADURASAFEATEND HINGE ATTACHED STI 14 GA. THICK ATTACHED V/( 3) 1/4' X 3/4' 3' 20GA. STRUTSWS E% HEAD SCRE3/.. V/ (2) 1/4' M 3/1' 8 HEX HEA SCREWS ATTACHED W/ (2) 3/ 4' HEX 14GA. DURASAFEgHEAD SCREWSATROLLERCARRIERSATTACHEEACH IIRI/ 4' END STILE TO END STILE W/ (2) 1/4' x 3/4' HEAD SCREWS PER CARRIER OROHEX 2- 7-11 LL STEEL 2' 7-BALL STEEL O7 NYLON SHORT STEM ROLLERRNYLWSNORT STEMROLLERSTYPICAL DURASAFE END HINGE/,1 N. T.S. 1) 5/16' DIA. A 1-51W UG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 2 X 6 SYR OR SPF NO. 2 OR BETTER) 20 GA CENTER STILE110 2. GAGALV.STEEL /FND SnLE TRAM 1MIICXNESS .01515 ` 5/ BAN NBOLT ANDNUTRIVETS TRACK MOUNTING DETAIL N. T.S. TYPICAL BOTTOM BRACKET! ,N. T.S BOTTOM BRACKET ATTACHED M/( 3) 1/4' Y 3/4' Nigl1( READSWEWSR'/ CONT. T. BIM SEER VIEWN. T.S. TWO ( 2) ROWS OF THREE (3)VENTS EQUALS 15 So. INCHESOPTIDNAL VENT DETAIL' N. T.S O 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 FOLLOWNG PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE. ROOF AT ANY SLOPE : WIND SPEED MPH) 142 129 122 117 112EXPOSURE LEVELDMEANROOFHEIGHT30' 15' 25' 15' 25' DM WAGE LDM We F-- 2SEE NOTE _ CA- M!I ND NORS 6PLICE) LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA GALV. STEEL JAYS BRACKETS C ATTACHED W/ (1) 1/4"-20 RHRDUGH) TRACK SPLICE BOLT a NUT G OR (2) RNETS B AA j_ SEE (TAAE 3) ON PAGE 3 SIDE FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS N. T.S HEY RSWPDDI OF Iih M DATE BY A M10 BMW WADU WWIM 07/05/05 DU ADDED 01 UMIT AND OAM WMNS B IF.18ED NOTE 6 W C IEMOIfD TABLE S BOLE 7 ®( D OD SPOD TARE a IRO D)EIM1015 DI 2 RB E ADRD "M R111E115 ED QAM WDO S tIP112 RB perms L... Efz MAX SIZE 16' VADTH w E 14' HEIGHT e - ." • NO P)048579 LYTA1XYb) _ DESIGN LOADSOF +18.3 PSF- 20. 8 PSF S; a ,i •, ^ 1Si P': TESTLOADSDv %i :. ^ ,O R - • (: 27. 5 PSF E 2 31. 2 PSF r"' rl J V/Oi•`' LADYRATHTHE D 1R !6NENED TO 1RE1PTIC,L J TRAM. TACKTHE LOAD i 111EHORIZONTALJAYSORHEADER AEm Ae PgRIpN of THE LAID TRANSFERRED FROM INE D EAON YmTICAL JAMBS RECEIVES YAXNUM DES S N LOADS 6: 146.4 LH5/R a - 16L.4 1BS/FT 1 DOCRS AND WADWANE Lill BE DESIM[D. MANUFACIDRED TO INSTALLED WTH STANDARDS AS SET FORTH BY DASMA. DOW SECD(XIS SNAIL K25GAMN (.MV) NOl1ID ifRYm uGHfi OOAEROAL WAUTY 6 DPPD — SiRUCNRAt EUDANTS SHNL BE DESIRED BY A WOSIRED PROFESS —AL DANITR FOR W D LOADS INDICATED aN TMS DNA— N IDNNW TD O HDI LOADNFI. L REFER To TABLES DN THE PADS J FOR ADMDWNAL DOOR WO1HS AHD THEIR OE51CN PRESSURES I[. S CARRIA E COMT VNSTOR-SALEK N E7105 MODEL /650 OAK SUMMIT w/ DuraSafe MODEL /000 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Lon`, Flush h Oak Summit Panel's Sr DRABM BT RJ DAIS 04/07/D.3 OR.4TIIG II fifB B aE: BT AAE DAIS O4A7/3 IRC-6016-110-15 SIM 1 OF 3 B 3' 20GA. STRUT LOCATED IN THE MIDDLE OF GLAZED SECTION ATTACHED V/(2) 1/4' % 3/4' HE HEAD SCREWS AT END AND CENTER STILES B 3' ZOGA. STRUT LOCATED ON THE TOP AND BOTTOI OF GLAZED SECTIDN ATTACHED W1/4' % 3/3' HEI HEAD SCREWS EWSSAT END AND CENTER STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B B B B OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLAZING OPTION AVADAELE ONLY ON DOORS 15'6 THROUGH 1WO WIDE DOORS LESS THAN 15'6 WOE MUST USE SHORT PANEL GLAZING OR CLOSED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE 2 % A VfRTIfAI IAMB ATTACHMENT TD WOOD FRAME STRLrTURE 5/ 16' % 3' LAG SCREWS STARTING 6' FRGM ENDS THEN 24' O.L. (1 1/2' EMBEDMENT) VERTICAL JAMB ATTACHMENT TO 2000 PSI CONCRETE H1LTI KVIK BOLT 3/8' % 4' STARTING FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' % 2-3/4' STT ARTING 6' FROM ENDS THEN 24' O.C. C] 1/4' EMBEDMENT) ITV/ RAMSET REDHEAD (TRU-BOLT) 3/8, X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) 2 Y 6 V RTICAL JAMB ATTACHMENT TO NOHOW [-90 BLOCK SIMPS13N 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' O.C. (1 1/2' EMBEDMENT) HILT] 1/4' X 2-3/4' KVIK-CON II* SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS ( 3, APART) AT 24' O.C. (1 1/4' EMBEDMENT) 2 % 6 VERTICAL S".NH ATTACHMENT TO CROLITED C-90 BLO[K (20 0 PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' 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 W00 CONCRETE IHOLLOW BLOCK GROUTED BLOC i STRUCTURE ISTRUCTURE S.STRUCTURE k,STRUCTUiE u 1/ 2' MIN 2-3/4' MIN 1-i/2' MIN 4' 2X6 JAMB TYP• B OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18- 1/8' 38-1/8' T r I 4 10- 5/8' 10-5/8, 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 DeoroFro— WINDOW FRAME OPTIONAL Decro INSERTS rN17H UV PROTECTION WITH UV PROTECTION I MIN. 3/32- THICK SSB GLASS 10) R X 3/4' PAN HNO SCAEWS ATSNCPTPAMFl \NDW MANE AT( 1 EACHLa3/4- ANEL W pp1Y,W MOLDED INSIDE FRAME S BO1101 T 110WI dl A AODID ON(9H011 MD WI MG OPIX SECTIONB—B AVAILABLE TRACK CONFIGURATIONS MA% SIZE 16' WTDTH of ti C>"• 14' HEIGHT - @•,` . P!O >]„n,y 18. 3 PSF `y' 7 o : ijR f' 20. 8 PSF Sa ; _ EST LOADS .'Ff - 27. 5 31.2 FL :F MODEL / 850'OAK SUMMPr w/DuraSafe MODEL / 800 STRATFORD w/DuraSafe MODEL / 950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panels fd I DUN BY OLI I D11E 01/01/A7 CWAMID MIBBR g aEa ID eT AAE DAi a/m/m IRC-6016-110-15 ME 2 OF 3 TART F 1 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" 181/4" 361/4' 431/2' 54 114- 671/2" 7' 51/2' 181/4" 391/4" 46112" 601/4" 731/2" 7'6" 51/2' 151/4" 331/4" 401/2" 511/4" 691/4" 761/2" 88 1/2" 8' 5 1/2" 18 114" 36 1/4" 43 1/2' 54 1/4" 72 1/4" 79 1/2" 94 1/2' 8'6" 5 11T 18 1/4' 39 114" 46 1/2" 60 114" 78 1/4" 85 112" 100 1/2" 9' 5 1/2" 15 1/4' 33 1/4" 40 1/2' 51 1/4" 69 1/4" 76 112" 87 1/4' 99" 9'6" 5 1/2" 18 1/4" 36 1/4' 43 1/2" 54 1/4" 72 114" 79 1/2" 90 1/4" 103 1/2" 10' 5 112" 18 VW 39 1/4" 46 112" 60 1/4" 78 1/4" 85 1/2" 96 1/4" 109 1/2' 10'6" 5 1/2' 18 114" 39 1/4' 46 1/2" 60 1/4' 81 114' 88 1/2" 102 1/4" 115 1/2" 11' - 5 1/2" 18 1/4" 36 1/4" 43 112" 54 1/4" 72 1/4" 79 1/2" 90 1/4" 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 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 1/2" 142 1/2' 12'6" 5 1/2" 18 114" 36 1/4' 43 1/2" 54 114" 72 114" 79 1/2" 90 1/4" 108 1/4" 115 1/2" 126 114" 139 1/2" 13' 5 1/2" 18 1/4" 39 1/4' 46 1/2" 60 1/4' 78 114" 85 112' 96 1/4" 114 1/4' 121 1/2" 132 114" 145 1/2" 13'6' 5 112" 18 1/4" 39 1/4' 46 1/2" 60 1/4" 81 14' 88 1/2' 102 114" 120 1/4' 127 112" 138 1/4" 151 1/2" 14' 5 112" 18 1/4" 39 1/4' 46 1/2" 60 1/4" 81 1/4" 88 112" 102 1/4" 123 1/4' 130 1/2" 144 1/4" 157 112" TABLE 2 TART F 3 DOOR TRACK ATTACHMENT SPLICE HEIGHT A B I C D I E F G S. 6'6" 10' 38" 58" 1 70" 7' 10" 38" 58" 1 76" 7' 6" 4" 28" 52" 76" 82' 8' 10" 34" 58" 82" 88' 8'6" 4" 28" 52" 76" 94' 9' 10" 34" 58" 82-1 100" 9' 6" 4" 28" 52" 76" 100" 106" 10' 10" 34" 58" 82" 106" 112" 28" 52" 76". 100' 118" 34" 58" 82" 106" 124" 28" 52" 76" 100" 124" 130" 34" 58" 82"106" 130" 136" j6" 28" 52" 76" 100' 124" 142" 34" 58" 82" 106"30"4 28" 52" 76" 100" 124" 148' 154 34" 58" 82" 106" 130" 154" 160" ALL TRACK ATTACHMENT SPACING j ALLOMEDWTNSYPORSPFNO. 2 OR BETTER ONLY 5 C37 ifiL'J• g t'.•> a. m; an r, L:SSIL•" d°S I YLSSIL-: dYl IdS'l6iPrlFfJffL'E•z7 ifi619 Panel Type fY7 ii+is yi i7i><'.Te .1 3It>• DM 1 i;z p C 2 MAX SIZE g y syri.o 16' WIDTH W HEIGHTTO s LYTARGI6) d DESIGN LOADS 18.3 PSF I',% 20.8 PSF TEST LOADS 5i2 g 9f Fy1lrPSF31.2 FL 27E21:R'1'Z„ MODEL #650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DureSafe MODEL /950 HERITAGE w/DuraSefe Short, Lon`, Flush & Oak Summit Panel's 0 peal BY DU GATE 04/0/0.1 DRM IIIIBR B EEO® BY Am GATE a/m/03 IRC-6016-110-15 SIM 3 OF 3