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HomeMy WebLinkAbout116 Wood Ridge Trl (2)CITY OF SANFORD PERMIT APPLICATION Pe:'mit #: r \ © Date: Job Address: W n/, kIr � C [rC: Description of Work: C 1210 C" C C ra ✓ Odv rte 7 z 96. Historic District: Zoning: Value of Work: $ 3)96.72- Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool -r Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporlary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: Construction Type: # of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: J Z -ILI JJ D - 5 a 00oo \/ I �(Atta�h P�r%ofPf Ownership & Legal Desc Owners Name & Address: (nCLrJ a� G� .t�iess �I �v �IJLi !� (r(�tctC / ///((t I SEfi �/� I Phone: `/ G 7 n 6 Contractor Name & Address: I e(k-e r I S -Th C a,5 JCY Phone & Fax: 1/67 69 / Bonding Company: Address: Mortgage Lender: Address: / Architect/Engineer: A 0 60 - %SS � Ctntah hrlk to License Number: Phone: lm hone: (l 327?/ /Z- �� JG/O-' 9g Address: Fax: Application is hereby made to obtain a permit to do the work andinstallaeu e tIfln)rk 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 cothis 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYR\TTG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 41 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 suc s water managementIFF is, state agencies, or federal agencies. Acceptance of pe is verification that I will notify the owner of the property of the require is f Florida Lie La71SV Signature of caner/Agent ate Sig e of Contract r/Agent Date 14T2JCx t LeW,6�Ss Print Owner/Agent's Name l ( Print Contractor/Agent's Name -' ► I to J04 /O// �' / � Signature of Notary -State of Florida ate ign ure f No tate of Florida -Date BARBARA E. MYERS DEBBIE BLANTON Notary Public, State o fWft MY COMMISSION # DD 188491 nAV �.f�mmXPIRES: February 25, 2007 Owner/Agent is Personally Knowi't0 ICI�'6Y"' ' Feb.F�1� cont., At@M-"OT.4avPersowahlptd(ybW6l„(p c& Produced ID Comm. No. DD OW79 Produce APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (initial & Date) (Initial & Date) (Initial & Date) (Initial & Date: Special Conditions: > -� Permit Number Parcel identification Number I Prepared by: Ay let's �l i'G�/10 163 37 /l D, -o h � (2:1-, 32 kiL Returnto: 177 ry 0�z- // � ajW k2, Cl5 c ?-rc J c�0,4,�rGf, 3 2 7 � 1 NOTICE OF COMMENCEMENT r State of EL6 1'r c County of eoyi !h6 /t MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05488 PG 1458 CLERK' S # 24D04160844 SCi844 RECURULD 10/18/2004 10:29:17 AM RECORDING Z=EES 10.00 RECORDED BY L McKinley con WIARYf- , `MORO M;tK CSF �C►,ii IT CL' A The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. a (legal description of the property, and street address if available) Description f pro ®C� Loo`s Da�� r 2. Geneill description of Improvement(t) 3. Owner lnformation ,- ,,��1 Name //)Or(I F /'C /✓�� �k lau le j Telephone Number 1/07 9� Address / / (� dQ � /�, c% r T4( % Fax Number _ D �Qh drd r-6 3277/ Interest in Property: j0676 4. Fee Simple Title Hot&r (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor Name Dccker i✓dols STelephone Number yd 7 /o 4, Address 7 y XQ o6/e, CJ-- Fax Number G3S� /L3270V �7 la9G- 7 6. Surety (if any) Name Telephone Number Address Fax Number Telephone Number Amount of bond $_ 7. Lender (if any) 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)% Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date Is specified):.( �UI/3/Cr Date Signed / Signatu e of caner Note: per §713.13(1)(8), "owner must sign ...and no one else may be permitted to sign in his or her stead." Sworrito before � h cok qnd subscribed me this day of , 20 _ by who is tl personally known to me ORp duced as Identification. t. Signature of Notary (notarial seal to app I r below) BARBARA E. MYERS Notary PUbliC, State of Florida Form Revised: 12/00 for 19_ to 2CV— My Comm, exp. Feb. 10, 2006 Comm. No. DD 090479 From: Phyllis Nicholas To: Dan Decker Date: 10/6/2004 Time: 3:55:42 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 Total $3196.72 ETA 10/20 Ci/Sanford (2) TP - stl, Masonite - fbgl 407 998-4125 264 28x80 95x78 3/4 PARCEL DETAIL <..J Back J'.' Mary Lawless SALES Deed Date Book Page Amount Vaclimp QUIT CLAIM DEED 11/1999 03784 0774 $100 Improved FINAL JUDGEMENT 11/1999 03755 0305 $100 Improved WARRANTY DEED 10/1991 02343 1207 $118,700 Improved Find Comparable Sales within this Subdivision 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: $126,307 Depreciated EXFT Value: $11,973 Land Value (Market): $25,500 Land Value Ag: $0 Just/Market Value: $163,780 Assessed Value (SOH): $132,722 Exempt Value: $25,000 Taxable Value: $107,722 2004 Notice of Proposed Property Tax 2003 VALUE SUMMARY Tax Value(without SOH): $2,665 2003 Tax Bill Amount: $2,208 Save Our Homes (SOH) Savings: $457 2003 Taxable Value: $105,247 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEG LOT ron9 KAYWOOD REPEAT PB 30 PGS 27 & Method Units Price Value 28 LOT 0 0 1.000 25,500.00 $25,500 BUILDING INFORMATION Bld Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1991 8 2,146 2,732 2,146 CB/STUCCO FINISH $126,307 $132,606 Appendage / Sgft OPEN PORCH FINISHED/ 57 Appendage / Sgft GARAGE FINISHED/ 529 GENERAL Parcel Id: 32-19-30-5GS-0000- Tax District: S1-SANFORD Year Blt Units EXFT Value Est. Cost New 0090 Owner: LAWLESS PATRICK 00- Exemptions: POOL GUNITE E HOMESTEAD Address: 116 WOOD RIDGE TRL City, State,ZipCode: SANFORD FL 32771 Property Address: 116 WOOD RIDGE TRL SANFORD 32771 Subdivision Name: KAYWOOD REPLAT Dor: 01 -SINGLE FAMILY SALES Deed Date Book Page Amount Vaclimp QUIT CLAIM DEED 11/1999 03784 0774 $100 Improved FINAL JUDGEMENT 11/1999 03755 0305 $100 Improved WARRANTY DEED 10/1991 02343 1207 $118,700 Improved Find Comparable Sales within this Subdivision 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: $126,307 Depreciated EXFT Value: $11,973 Land Value (Market): $25,500 Land Value Ag: $0 Just/Market Value: $163,780 Assessed Value (SOH): $132,722 Exempt Value: $25,000 Taxable Value: $107,722 2004 Notice of Proposed Property Tax 2003 VALUE SUMMARY Tax Value(without SOH): $2,665 2003 Tax Bill Amount: $2,208 Save Our Homes (SOH) Savings: $457 2003 Taxable Value: $105,247 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEG LOT ron9 KAYWOOD REPEAT PB 30 PGS 27 & Method Units Price Value 28 LOT 0 0 1.000 25,500.00 $25,500 BUILDING INFORMATION Bld Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1991 8 2,146 2,732 2,146 CB/STUCCO FINISH $126,307 $132,606 Appendage / Sgft OPEN PORCH FINISHED/ 57 Appendage / Sgft GARAGE FINISHED/ 529 http://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=3219305GS0000009... 10/6/2004 EXTRA FEATURE Description Year Blt Units EXFT Value Est. Cost New FIREPLACE 1991 1 $1,350 $2,000 POOL GUNITE 1991 450 $6,075 $9,000 SCREEN ENCLOSURE 1991 2,284 $2,591 $4,568 COOL DECK PATIO 1991 642 $1,517 $2,247 SOLAR HEATER 1993 1 $440 $1,100 DTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem x purposes. ' If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=3219305GS0000009... 10/6/2004 1: W. -4,11.47A ihwo , Ynww and swoft AV /// 'S ---Cc qtr %j PdrftdNwwofAppoktw Dleker U666, 7—A Company Now of Appoinlim to be my JAWW altmay4n4AA to act for = In apps tri to Gowimmat CommairdaURnMotid PWMMV for a pond onebifirg work to be pwWrod at the location bebmWacIribed and to sign my nen and do al dMp necessary to ft appointmot Section e Z er �j Towmg* ?,7 - 2e RWW Subdivision /� �JiJW ldc,, 7r-, ( Lal 7 Z, lems Owwofftpeft �Ioj OWwAdchn 44 Date- -04/ Cargried Contractor. Contractor UcenseP ABG /LSb4�t4 SkledfloWs' Cam* Goo r&A;A- ) 3wom Sdowimw bows nw ft i - ( T. D C- , (C C4-- C (w*d;;M=kww to no or who bw produced FORM00wordabOW08425114ft BRYANT K ROBINSON My COMMISSION # DD 269995 9 EXPIRES: November 25 2007 UndW Thad Notary Public Underwriters �qj Lawless Residence 116 Wood Ridge Trail Sanford, FL 32771 =A Replace three rear entry door units. Opening will meet 35 PSF +/- requirement =A MIA -M Im BUILDING CHIDE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pre>ndor Exterior Door Product 2955 Powls Road West Chicago, IL 60185 MIAMI -MADE COUNTY, FLORIDA METRO -RADE FLAOLER BUILDING 141 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2941 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Fiberglass Door Glazed 618" Outswing w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2202, titled "Exterior Door Product Single & Doubl Outswing 6'8 Glazed Fiberglass Door", sheets I through 8, prepared by RW Building Consultants, Inc., dated 1/17/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-0418.03 o Expiration Date December 26, 2007 Approval Date: December 26, 2002 Page 1 Premdor Exterior Door Products NOTICE OF ACCEPT, ANCE: __ EVIDENCE SUBS (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2202, titled "Exterior Door Product Single & Doubl Outswing 6'8 Glazed Fiberglass Door", sheets I through 8, prepared by RW Building Consultants, Inc., dated 1/17/02. B. TESTS I. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of a fiberglass outswing/inswing glazed double door, prepared by Certified Testing Laboratories, Test Report No. CTLA805W-2, dated 2/3/02, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS I. Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated 3/12/02, signed and sealed by Lyndon Schmidt, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0718.08 issued to ODL, Inc. for "HP Polypropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Test Report No. ETC -00-577-10148.0; prepared by ETC Laboratories, issued to RSL, Inc., dated 12/15/01, for Extruded PVC, tested per ASTM ID 635 - 91"Standard Test Method for Rate of Burning and Time of Burning of Self - Supporting Plastics in a Horizontal Position"; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics"; ASTM D790-96 "Standard Test Methods for Flexural Properties of Unreinforced and reinforced Plastics and Electrical Insulating Materials, signed and sealed by Joseph L. Doldan, P.E. 3. Test Report No. ETC -01-756-10828.0, prepared by ETC Laboratories, issued to Trinity Glass International, dated 5/22/01, for non -foam lupoy, tested per ASTM D 635 -96"Standard Test Method for Rate of Burning and Time of Burning of Self -Supporting Plastics in a Horizontal Position."; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics"; ASTM D1929-96 "Standard Test Methods for Ignition Properties of Plastics, ASTM D 638 -96"Standard Test Method for Ten roperties of Plastics" signed and sealed by Joseph L. Doldan, P.E. Theodore Be ` ` an, P.E., Deputy Director Product Control Division NOA No 02-0418.03 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E-1 r— Premium Quality Doors FIBERGLASS GLAZED OUT -SWING DOOR GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, DESIGNED PRESSURE RATING SEE FABLE PAGE 1. (5. THIS PRODUCT MEET THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES" WITH THE USE OF THE HIGH DAMP BUMP THRESHOLD. 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 t OF THE FLORt(JA BUJLDING CODE. 37.50' ma, {{{......... OvERM1 WIDTH 9 � E • x �._ 74" U". OVERALL F"MW *101,,-1 74' My OVERALL FRAHE WIDTH _DOUBLE W-19DEI ITES OUT -SWING (hVT Mwp n?oM THE „ , ;,T {,... 74' MW. + OVERALL FRA4E WIDTH I t 0.5' UAX OYEIMLL FRAUE WIDTH 37.25' MAX, WIDTH 148.5" MAX. OVERALL ALL FRAME WIDTH 36375" MAX PANEL 35.75" MAX {.. 35.75"MAX. iD WAS RA PANEL WIDTH PANEL WIDTH }FRAME I T- r35.75" MAX. PANEL WIDTH - 55.0 PSI, W/WO SIDEUTES (WITH GENESIS WIDJAMBER If ASTRAGAL) + 55.0 PSE - 55.p PSF DOUBLE WIWO SIDEUTES- (WITH ENDURA ULTIMATE ASTRAGAL) + 52.0 PSF - 52.0 PSFj i� c� 27" MAX. wz 27" MAX. z 21 " MAX, z = W J D.L.O. WIDTH WIDTH O.L.O. WIDTH �4 x III 0 cs oiGoo O UW >i O 4 a W x J � N ir) � Qi O N 4 I � � o 74' My OVERALL FRAHE WIDTH _DOUBLE W-19DEI ITES OUT -SWING (hVT Mwp n?oM THE „ , ;,T {,... 74' MW. + OVERALL FRA4E WIDTH I t 0.5' UAX OYEIMLL FRAUE WIDTH {-- /48.5' UAX. OVERALL FRAW£ WIDTH x 0 0 r TABLE OF CONTENTS ^_ SHEET g DESCRIPTION I TYPICAL ELEVATIONS & GENERAL NOTES 2 VER71 C S CTIONS & Bi L OF MAT RIALS HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS ANCHOR{NG LOCATIONS 6 ANCHORING L TIONS & DETAILS 7 GLAZING TAILS & NOT 8 UAN CO, EN 5 DESIGN PRESSURE RATMG WHERE WATER INFILTRATION iIR0AV IS NEEDED 37.50" MAX, OVERALL WIDTH UNIT TYPE POSITIVE FDOUOLE NEGATIVE r35.75" MAX. PANEL WIDTH - 55.0 PSI, W/WO SIDEUTES (WITH GENESIS WIDJAMBER If ASTRAGAL) + 55.0 PSE - 55.p PSF DOUBLE WIWO SIDEUTES- (WITH ENDURA ULTIMATE ASTRAGAL) + 52.0 PSF - 52.0 PSFj i� wz 27" MAX. z O.L.D. WIDTH w �4 x cs oiGoo O >i O 4 a N ir) Qi {-- /48.5' UAX. OVERALL FRAW£ WIDTH x 0 0 r TABLE OF CONTENTS ^_ SHEET g DESCRIPTION I TYPICAL ELEVATIONS & GENERAL NOTES 2 VER71 C S CTIONS & Bi L OF MAT RIALS HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS ANCHOR{NG LOCATIONS 6 ANCHORING L TIONS & DETAILS 7 GLAZING TAILS & NOT 8 UAN CO, EN 5 DESIGN PRESSURE RATMG WHERE WATER INFILTRATION iIR0AV IS NEEDED UNIT TYPE POSITIVE FDOUOLE NEGATIVE E + 55.0 PSF - 55.0 PSF E WITH SIDELITES + 55.0 PSF - 55.0 PSI, W/WO SIDEUTES (WITH GENESIS WIDJAMBER If ASTRAGAL) + 55.0 PSE - 55.p PSF DOUBLE WIWO SIDEUTES- (WITH ENDURA ULTIMATE ASTRAGAL) + 52.0 PSF - 52.0 PSFj 0 x x 0 oAS. Br: WLN f�'- By RW »D.:-2202ET I OF 8 34 32 'i,EXTERIO nc; -j 6 V 23 4 vt uj SIDEL�JTEPANELTI WIP—TION MATERIAL , 00 DWY 3tt NUIL 0 LUAWR LAW LEAW Q <O oq -T cr L4UWArm UAW � K 3 SHT, 7 § I, —. -,0 MING T T cc � C) 0 DE STILE I PW FACE Um. Lumm Q 6 0 Cc 0 44 ALLuJM--- -T 1 10 LoLn U SEE NOTE COMPOSITE Q In w ui I SHIT. 7 3 xY 7 STEEL 434 LAIA L W000 &w vwUiw 17 LT ALUMINUM uj .051 AAAI ALUMINUM SILICONE 40 SEE NOTE STEEL 40 2 S.HT. 7 S2 2 SEE NOTE SEE GLAZING La 2 SHT. 7 DETAILS SEE GLAZING 34 32 DETAILS 3fi Of a 35 3 < 3 3g ItITER) 39 OR 3INTEgio 24 n x w 13 D to 12 47 V., 14 SEE NOTE 3 zHT 7 to 23 4 vt uj SIDEL�JTEPANELTI WIP—TION MATERIAL , 00 DWY Ft FTSE LASS C�, O P 0 LUAWR LAW LEAW Q <O oq LAM. LUMBER cr L4UWArm UAW � K LAR LVUBER BI&Fl § I, —. -,0 MING T T cc � C) 0 DE STILE I PW FACE Um. Lumm Q 6 0 Cc 0 ALLuJM--- Lu P) 1 FOAM LoLn U F-1 7z i COMPOSITE Q In w KU M sq� 11 STEEL V. Lummm) LAIA L W000 &w vwUiw LT ALUMINUM .051 AAAI ALUMINUM SILICONE r. STEEL W. 0 z 0 I ASTRAGAL RETEAINEF T 8, (i)� ( l BOLTS TOTAL. (2) 8.0" O tXTFEQR TOP & (2) 8.0' L. ® BOTTOM 1 1.DNTAL CROSS cranny 3 INSWING UNIT SEE NOTE W/WINDOMBER ASTRAGAL MFG BY 5 SHT 7 30 GENESIS ARCHITECTURAL PRODUCTS ASTRAGAL RETAINER BOLTS (2) BOLTS TOTAL, (1) 19.75" O TOP & (1) 19.75' L. O BOTTOM 1.15' MIN, tI� (ALTERNATE) iHORIZWNL CRDSS SECTION INSWING UNIT ULTIMATE ASTRAGAL MFG BY ENOURA PRODUCTS .25' MAX. SHIM 15" MAX. C• -SINK OR cTION ONTA ROSc UTCH TD SUCK n. 4 cD p O oIn cx: 3: a LLUUO Ud 41 cc 4 � i;3'SHT. 71 SEE NOTE _ - 43 44 6 1 SHT. 7 9 SEE NOTE , N W f� 21 a t 4 1 HORIZON7Ar 3 LATCH TO So fTE (SHOWN WITH 14' SIDELfTE) UMLIF NCLLIPPEOO MULLION WHEN NOTU�StNG CONTINUOUS HEAD & THRESHOLD 001: 1 1710. dM blMtrrtl�ilr SG1lf: N.T.S. nelln: RW oR+Yrr�C —2202 __ sHccl _3 OF 8 2 C3` HOR7 nNT SF�Ip;. ,0[x05• 3 LATCH TO SIOELITE (SHOWN WITH 3'0 SIDELREE) -NQM. UNCLIPPED LAMINATED MULLION USED WITH .CONTINUOUS HERO & THRESHOLD 5 THE (2) FRAMES ARE CLUED TOGETHER W/ CONSTRUCTION ADHESIVE SEE NOTE 2 SHT. 7 18 � 40 42 fdiE6(Q$ n. 4 cD p O oIn cx: 3: a LLUUO Ud 41 cc 4 � i;3'SHT. 71 SEE NOTE _ - 43 44 6 1 SHT. 7 9 SEE NOTE , N W f� 21 a t 4 1 HORIZON7Ar 3 LATCH TO So fTE (SHOWN WITH 14' SIDELfTE) UMLIF NCLLIPPEOO MULLION WHEN NOTU�StNG CONTINUOUS HEAD & THRESHOLD 001: 1 1710. dM blMtrrtl�ilr SG1lf: N.T.S. nelln: RW oR+Yrr�C —2202 __ sHccl _3 OF 8 2 Z Y �F INTERIOR n a E2LTEBt U � 1 SHT7 SEE NOTE C1, HORIZONT i ROSC C TIO•. 4 HINGE TO SfOEUTE (SHOWN WITH 3'O SIDELITE) ` iQM' UNCLIPPED LAMINATED MULLION USED WITH CONTINUOUS HEAD & THRESHOLD Z Y INTERIOR 2 4 1 C 7 51 7 4 5.4 yT RiOR V' &/ �fjSE? 1 <_S HO RO$iGT10N 4 HINGE TO 510EL,17EE (SHOWN WITH 14" SIDEUTE) UUNCCUUPPDED MULLION WHEN MNOTFORUSING CONTINUOUS HEAD & THRESHOLD THE (2) FRAMES ARE GLUED 70GETHER W/ .25• MAX. SHIM CONSTRUCTION ADHES1vE CJ SEE NOTE 2 SHT. 7 4046 z J CC EI; C -SINN CC 0 00 y N O 3 o 0 SEE NOTE 2 SHT. 7 my -am a 39 v ;SM NOTE HT. 7Z 3 35 34 32 _ a. L� 1 4 HZOBwKSECTION SEE"NOTE (_ ) IIOR w' ROSS SECj*. 4 HINGE TO BItCK BY: WL an RV NG w.: S-2202 4 or U co co O o .25• MAX. SHIM CJ n 15" MAX. CC EI; C -SINN CC 0 00 3 o 0 SEE NOTE 2 SHT. 7 my -am a 39 Cog, ¢ CLU Q 5 40 y 48 v 37 No T I Ac 4)�} pOrn L1 I Z as ;SM NOTE HT. 7Z 3 35 34 32 _ a. L� 1 4 HZOBwKSECTION SEE"NOTE (_ ) IIOR w' ROSS SECj*. 4 HINGE TO BItCK BY: WL an RV NG w.: S-2202 4 or �o 0 ?w SEE DETAIL -D" SHT. 6 6 W Ma 4,Mliljl Pal 6. EE DETAIL SHT, 6 1) A 6V 6.1 I 3,0" 3,0" O o WHEN ATFACHINC SIDELITE THE ABOVE ANCHORING APPLIES. SEE DETAIL 3. "E" SHT. 6 SEE DETAIL 'F' SHT, 6 QaueL� DOOR DD Lo CL uj U) U.) U— N.T.S. WLN RW uC w0a 5-2202 5 w 8 Zo 0 uj SEE DETAIL C- SHT. 6 o ( AD go �ln I _2 SEE DETAIL 3. "E" SHT. 6 SEE DETAIL 'F' SHT, 6 QaueL� DOOR DD Lo CL uj U) U.) U— N.T.S. WLN RW uC w0a 5-2202 5 w 8 DE���� IE' WINDJAMEER ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN, ,.,ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE TEST BUCK DEEP ENOUGH FOR A 2' THROW aTAIL "F" W-AQMMBER ASTRAg& n SEE DETAIL 6'— SEE DETAIL Y_ SEE DETAIL 3" "A" 3" "E' 3- TYP Typ. TYP 6- 6. TYR 3.] Typ. SEE DETAIL 'D' SEE DETAIL 3" 6" C 3„ 3- 3" 3" 3" T — SEE DETAIL F - .DOUBLE, DOOR WITH (2) SIDE LITES 42 7 26 42 26 7 ATTACH ASTRAGAL RETAINER BOLT p- DETAIL'C'PLATE TO FRAME DETAIL "C AS SHOWN, DETAIL -D ASTRAGAL RETAINER BOLT HOLE 31 -1 BE DRILLED THROUGH THE THRESHOLD & INTO THE TEST BUCK DEEP ENOUGH Anwallasumpkim"maw SME: N.T.S. WEN FOR A 1,375* THROW RW OR/AMIAIQ HA: DETAIL -F- ENDURA ASTRAGAL S-2262 SKET -j�_ Or _8 33 .25' STEEL INTERCEPT SPACER EXTERKTR 25 37 125" TEMP. CLASS AIR .25" SPACE .125" TEMP. INTERIO GLASS 25 40 25 1/2" INSULMED TEMPERED GJAS SEE TE 2 S T. 7 L9 COOL) 50' GLASS SITE .25' STEEL INTERCEPT SPACER EO J@ 125" TEMP. XT' RI q�c lif F 'GLASS .25" STEEL INTERCEPT @5),,(34)\SPACER EXTERIO N— INTERIO W—H&POTI, .125' TEMP. GLASS .25" AIR SPACE .125" TEMP. CLASS SEE NOTE .1/2" INSULATED 1EMPERED C 2 S T . 7 50* (RSL) GLASS BITE 25' STEEL @lINTERCEPT \ SPACER '25" AIR SPACE Y . INTER m ?R 25 .125' TEMP, GLASS INTERI 40 SEE NOTE I- INSULATED TEMPERED GLASS GLASS BITE SEE 2 SHT, 750' (SPECIALTY SAYLITE) NOTES: GLASS SITE SEE NOTE 2 SHT. 7 1. SPACING FOR ITEM 144 THE PIN NAIL ATTACHING THE SIDELITE TRIM IS AS FOLLOWS; TOP & BOTTOM (1) AT 2.0' FROM OUTSIDE CORNER WITH (3) MORE 3,75- O.C. SIDES FROM TOP DOWN; (1) AT 2,75" FROM VERTICAL CORNERS WITH (6) MORE AT 14.0" O.C. MAX. 2. SPACING FOR ITEM #40 WITH ITEM #32; TOP & BOTTOM (1) SCREW IN THE CENTER AND (1) 3.75 FROM EACH HORIZONTAL CORNER. 70P DOWN, 3Z75", 10,75", 18.125", 25.5'. 32.875', 40.25*, 47.75", 55.125' & 62.5".SPACING FOR ITEM 140 WITH ITEM #33, TOP & BOTTOM (1) SCREW IN THE CENTER & (1) 3.25- FROM EACH HORIZONTAL CORNER. TOP DOWN 3,25-, 13.75-, 26.5-, 39,25-, 52,0-. & 62.625".SPACING FOR ITEM 140 WITH 134, TOP & BOTTOM; (1) SCREW IN THE CENTER & (1) 3.75' FROM HORIZONTAL CORNERS, TOP DOW 4.5*, 18.25", 33.0". 47.625" & 61.375". SPACING FOR ITEM #40 WITH ITEM 35, TOP AND BOTTOM (1) SCREW IN THE CENTER & (1) .75- FROM EACH HORIZONTAL CORNER. TOP DOWN 13125-, 26.25-. 39.375- & 52,5", 3. THE SIDELITE IS HELD INTO THE FRAME IN THE 2 PIECE MULLION APPLICATION WITH ITEM 114 UIO X 2") SPACING AS FOLLOWS; HEADER AND OUTSWING THRESHOLD; (1) SCREW 3-0* FROM EACH HORIZONTAL CORNER, IN THE INSWING APPLICATION USE ITEM 150 (#io x 3") IN THE INSWING THRESHOLD. SIDES; (1) AT 6.0* FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY SPACED, 4, SPACING FOR ITEM 141 ATTACHING THE WINDJAMBER ASTRAGAL TO THE: INACTIVE DOOR IS AS FOLLOWS; FROM THE BOTTOM UP; 1.0", 3.0", 5.0', 20.0", 38.75" & 57.75", FROM THE TOP DOWN; I'D-, 3.0- & 5.0-. 5. SPACING FOR ITEM 149 ATTACHING THE ENDURA ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS FROM TOP DOWN: (2) SCREWS AT 3.0" DOWN AND .68' APART, 4.0", 11.0", 19.0', 27.0". 34.0. 44.0. 51.0". 58,875', 66.875", 73,875", & (2) AT 74.875" .68' APART. THERE IS (1) ADDITIONAL 18 x 1.75" DECK SCREW AT 51.75' DOWN FROM THE TOP. ALL THE SCREWS COMING DOWN THE ASTRAGAL ARE GERED EXCEPT FOR THE 1.75' SCREW, IT IS CENTERED ON THE ASTRAGAL. & THE SIDELITE IS HELD INTO THE FRAME IN THE IPIECE MULLION APPLICATION WITH ITEM 114 SPACING AS FOLLOWS; HEADER AND THRESHOLD; (1) SCREW 3.0' FROM EACH HORIZONTAL CORNER. JAMB SIDE: (1) AT 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY EQUALLY SPACED, AT THE HINGE MULLION THE SIDELITE IS HELD IN WITH (2) ITEM 142 AT EACH HINGE LOCATION, AT EACH STRIKE MULLION THE SIDELITE IS HELD IN WITH ITEM #42 SPACED 6.0" FROM TOP AND 130TTOM CORNERS WITH (4) MORE EQUALLY SPACED. .125' TEMP. GLASS .25" AIR SPACE 1125" TEMP. GLASS rn 112- INSULATED TEMPERED CLASS (TRINITY / AMPAC) 7-, Lo 00 c� co C) 0 CL (o LO uj Li ; N.T.S. ft WLt BY, RW ;w No.: S-2202 -7 --1 f------- 4.5625' --- -( N_ L n 00D5I.M. LUMBER FRAM 28 1AMINATED LUMRER MSN 3.25" 5.25" 23 IMPERIAL OUTSWINGBlJJ!P FACF AlUMfNUkj THRESHOLD [051" W_ Al _J Tt+u 1 4.563" 2,1 25" --i N N of O T 24 OUTSWINC RtJMP THR HOI n .050" ALUM. 8Y WORLD WIDE 2.4375" N w .54" -I r»^ T LJTf FR,�� ,DSD 33 HPHP POIYPROPY N (THERMOFIL.-P6- MO 91) TRINITYJAMPAf 32 a:QLAS5 LITE ;;RAMS POLYPROPYLENE 2.488' .505 35 P Iqt Ty/ Ay {T 5"GLASS LITE FRAM PDLYPROPYLENE PVC P. a u .LATCH & HINGEFSTtl 3-0_ 0 SL BLANK y Tit f I MINAT£D LUMBER W DNE OAP P. f► 1.581"* o VIRO� 11 DOOR TOP RAI 45 t tT TOP RAJI 46 14" SJDFLiT E Si STILE 47 14', SOELiTE BOTTOM gAi N -j 11,581" f- a DOOR 12DBOTTOMRAm 92 3-0 SL BOTTOM RAJ WOOD COMPOSITE ISTE 1--,,3125- 43 5iELITEOD TR w W a M 13 ffATHERSRTIP LOXCREEN LOXSE:AV-965D O p O co �P F140' .525" 10 WEATHERSRTIP .SCHLEGEL 0 -LO_- N OD5650 --1 1.0" �-- T J-1 ice;.>y® 1-:7.767' --{ ASTRAGAL HAS 29 (2) B ,0" BOLTS Q 8077 OM & (2) a0' BOLTS ® TOP ASTRAGAL dY/sVLl!e�FR /f iWR6BP T-606 TR D A INUM jc�sL-'37�11s5c T„ k N O O ISME N.T.S. 3 BY: 5-2202 OF 21 M I A M MADE ri MIAMI-DARE COUNTY, FLORIDA low MEMO-DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCU) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION _ MLkMI, FLORIDA 33130-1563 --- y (305) 375-2901 FAX (345) 375-2908 F Ace r-ANCE .(NOA) Jeld-Wen, Inc. 31725 Highway 97 N.-=----- -- - - - Chi)[048 , OR 97624 = — ----------- - _ This NOA is be—g issued under the applicable rules and regulations governing the use of construction materials. The documentation-submitted has been-reviewed by_Miarni-Dade-County�4 Control Division-and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by tlToAumori vmg 7urisdi`c iOn - - -- - - - --- -----This- NOA shall not vAd-after the expiration date stat�i_belo_w _The l mi_DadeSounty__Product Control Division. (ln Miami-Dade. County)-and/or-the-AEU- firr areas ether than-Miami DadeVAreserve the right to — have Ahis product or material tested for quality-assurance purposes. If this product or material fails to perform in - the accepted manner, the manufacturer will incur the expense of such testing an3the= A_HJ-maayimmediately - revoke, modify, or suspend the use of such product or material within their jurisdiction._ BORA reserves.the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity-Hurricane o e-Floridauil _ng ne Code. --- DESCRIPTION: Series "DoorCraft®" 6'8" W/E Outswing Glazed Insulated Steel boor w/wo Sidelites- APP1tOVAL.DOCUMENT: DrawingNo. S-2105,-dated 12/13/0.1, with revision l dated 03/15/02, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to 107" x 6'8 Outswing Unit", sheets`. l through 7, prepared by R W. Building Consultants, Inc., bearing the Miatni=Dade County Product Control Approval stamp with the Notice of ceptance number' and approval date 6y We Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's_name_orlogof_city, state and --- following statementr rMiami-Dade-County Product-Control Approved"-, -unless otheiwise-noted herein. -- RENEWAL ool Uffs_IT6_A shall-be consider_ed mbar a renewal application has been filed anAthem-has been no change- in the applicable building code -ncgatively eetthgthhe performance: of this-product.- -- UMMM1AMON of this NOA will occur after the expiration date or if there has been -_revision or change in the _. materials, uses and/or m ufaaum of the rroduct.or_Pocess_Mit„ce of thisNOA_as-an-endorsement of-any product, for sales, advertising or any other purposes shall aetemarically-terminate-this NOA.--Failure to-comply —witbany-section-of-this NOA shall be cause for termination and removal of NOA; __.. ADY"TLSE•_The._NOA-number-peeded by the -words-1Vliami Dade-.County,-Florida, and followed by .the expiration date may be displayed in advertising-literature:- if any portion of the NOA is displayed, then it shall be done in its entirety. or its distributors mrd oiinspection a - --his N0 consrs o s page as we as approve ocument menrione a ve: The submitted documentation was reviewed by Manuel Perez, P.E. NOA-No 01-1224.03 - — —--Ezpiratioa-Date: August 15, 2007 pproval-Date: August 15, 2002 Pagel I DoorCraft ® WOOD EDGE 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36. I` W NEL RWAGAL �}+- PANEL MAX IDTH I I WOOD EDQE QLAZED INSULATED STEEL DOOR be. density, by Jaid -Wen, Inc. tOUTBWiNO"UNITS W/A W1OUTSIDELITES = = lnnel ConsMxHon d .ghft N actNe and kwethis panels arc constructed GFNFRAI NOTES THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA r BUILDING CODE. "21.125" "21.125" WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY "21.125- TO TRANSFER LOADS TO THE STRUCTURE. p PRODUCT: ANCHORS SHALL BE AS LISTED AND SPACED AS roll formed 0.021" galvanized steel measuring 1.67' x 1.217, The SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL O SHy1BF� �fQkYO�1NQ iyWAL4 . Df�E$SIN pp�R�' aSTftJCCO f has tides of the face sheet are roll formed into the LYL latch stile D PRE§SUR5 WiNG`!SEE'7I41BLE PAGE 1 MAX. D.L.O. 1"v THIS PRODUCT X THE WATER. REQUIREMENTS FOR "HIGH and Ponderosa Pine hinge slits which measure 1.67' x 1.0', The YFlDL7TY HURRICANE ZONES" SEE DESIGN PRESSURE CHART BELOW. N THIS SYSTEM REQUIRES M140WRNE DEBRIS EXTERNAL Mortar cavity in fined with polystyrene. The face sheet is glued to PROTEXTION PRESCRIBED IN SECTION 1626.1 OF THE J1 to FLORIDA BUILDING CODE. I (C'�ozmon to all frame conditions) Galvanized Ste* commercial uallt - AKOQ per ASTM 620 with yield strength Fy?ove.� 47,575 psi. Face Sheets: 24 go. (0.02T") minimum thickness, OU ^ Expanded polystyrene with 1.0 to t e 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36. I` W NEL RWAGAL �}+- PANEL MAX IDTH I I r be. density, by Jaid -Wen, Inc. r = = lnnel ConsMxHon d .ghft N actNe and kwethis panels arc constructed r ,arm 24GA. (0,021' min.) gatmtzed steel. The face sheet top . "21.125" "21.125" and bottoms are bent 90' over the top and bottom rolls. The top "21.125- roil consists of LVL measuring 1.67' x 1.042. The bottom ran is '21.125- 21.125MAX. roll formed 0.021" galvanized steel measuring 1.67' x 1.217, The MAX. O.I.Ar -+ Wv tides of the face sheet are roll formed into the LYL latch stile MAX. D.L.O." MAX. D.L.O. 1"v = W and Ponderosa Pine hinge slits which measure 1.67' x 1.0', The MAX. D.L.O.0' WIDTH Mortar cavity in fined with polystyrene. The face sheet is glued to r p the polystyrene. The panels ore routed to receive the ODL WIDTH a. + , I ; ,Q'6" .MAX. (HP Polypropylene Thermofil-P6-30FM0391) lite frame. The units i c ore glazed with ,125" tampered gloss. The Ike frames are sealed with QSD compound on the exterior. glazing atad : The sash is constructed from 24CA (0.021' ? min.) galvanized steel. The edges of the face sheet are bent 90' ® over the core and and glued to 1L The sashes aro polystyreneN O routed to receive the ODL (HP`Polypropylene Thermoln-P6-M0391) O e its frame. The units aro glazed with .125" tempered gloss, The rite 0 ® m Frames ors seoled with QSD glazing compound on the exterior. r 0 Frome Construction; The frames are constructed from Ponderoso r '1 z Pine Jambs measuring 4.563' x I.W. The head, jambs, are r mortised and butt Joined to the Side jambs and attached with (3) Th it b f d 74.5" OVERALL MAX. FRAME WIDTH 36.625" MAX. _r 36" MAX. W/AASTi AIGAL PANEL WIDTH 14" W/ I 1> I PANEI I 70" OVERALL MAX. FRAME Wit 36" MAX. rPANEL t WIDTH r 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36. I` W NEL RWAGAL �}+- PANEL MAX IDTH I I r r r = = r r m "21.125" "21.125" 14' MAX. "21.125- d '21.125- 21.125MAX. "21.125" MAX. O.I.Ar -+ Wv MAX. D.L.O." MAX. D.L.O. 1"v = W MAX. D.L.O.0' WIDTH MD . a r .w WIDTH I : �:�, a WIDTH a. + , I ; ,Q'6" .MAX. 1n: i r DT� •; I 9 ? D.L.O. ® D.L.O. O O 0 ® m r 0 r '1 z r r d r r N or IN -ACTIVE "ACTIVE CID $ 10' r � II"N-ACTivE N ACTIVE = 1 11 DETAIL A ,� ALL UNITS ARE W CDA" MM7001; 15.5" MAX. FRAME WIDTH 14" MAX. PANEL MOTH 0 2 o' .w �. r N c MC 17to 0 CI JF Cl/ pE1fTEc_ G'j� OUISWING UNR '' 31.5' OVERALL MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 36. I` W NEL RWAGAL �}+- PANEL MAX IDTH I I r r r m r "21.125" 14' MAX. 21.125' '21.125- 21.125MAX. PANEL WIDTH D.L.O. or -+ Wv MAX. D.L.O. 1"v MAX. D.L.O. 17- WIDTH to r > WIDTH WIDTH 1— 0 6" MAX t3 D.L.O. O ® � 0 '1 z d a a r N r 6' MAX. r " � II"N-ACTivE N ACTIVE = 1 11 1 16GA. 2 x 7/16 crown — s apses. a un s use o ump ac threshold measuring 4.041' x 1.0'. The threshold is attached to the frame with (3) 16GA. 2' x 7/16' crown wire stogies. DESIGN PRESSURE RATING SHEE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED ALL UNITS WITH WINDJAMSER It WITH IMPERIAL 3 WITH h WRHOUT SIDELiTES ASTRAGAL ASTRAGAL 4 XE k Opp MnW WTACE BOLTS +50.Opsf-50.Opaf 6 MF " gIRFACE Bars tct— IX>r>R +65.0psf-65.Opsf +50.0091-50.Ooef 7 15.5' MAX. 'o FRAME WIDTH m 14' MAX. PANEL WIDTH to 1— O x '1 z d a a 6' MAX. N 0 `�/y euaoiNo DOUBLE W/9DL7RES NS lUM2, era SEE DO UL A OUTSWING UNR 613.894.3e31 im SHT.3 wk1 W F Or: WL, sr: Rh M ND,: S-2105 J A , a E L r.> l�.lz 13 I:t.� a �T 19D 1.75' WIN. PANfl TNK. _ \ SEF NOTE 3 ii SNt, 4 SEENOTE 3 �— SNL 4 SEF DLALNC DETAILS FOR CLASS TNK. ro 1 SrECT N; o [4� �BLaB INTERIORG _ vFmtr. F�SS-SricTioN f g DOOR PANEL S 55 -SECTION lD& a 10 plaPW alr4m t•:❖]:#'1L+.•1•L?•L1 1- 1:1:1�C:•�1�1{�Y_iYLIGI!)�0Will � t25' MIN. TEMP. 'fly 7d� CLASS THK. Loral 12 13 01 J S 55 -SECTION lD& a 10 plaPW alr4m t•:❖]:#'1L+.•1•L?•L1 1- 1:1:1�C:•�1�1{�Y_iYLIGI!)�0Will � ��Chi�ill�aq�iai:IH�L'�7[�j/l�:r_CehlLl� 'fly 7d� s[:>>fir■:r�:�^f•.•�.Baa.>asrr:rrra�t.�.>•.>.I:���u�l! Loral 12 13 01 u mmpplog with tht NTS da WLN Al CmL By, RW cwL m: RW se Pred•tt auwwo No.:. I S-2105 .. t Tier - .: • 71 �1.� fF�DLfi.'i1F7 • r r ,v . • r�r �r�(a7]T;�rl]r7ii,�.1�1. 7;j>«�'�.�.li :111.=i��ir'�iii-��•m� KM • 1211P.To NK +tr �F�i:II•f•,�ia:il��bbti�••,7i1�I;A ..�. EI]/Ci17gL!�au71r]��7�q•RGENUAni7n::i�l♦ 06-ifgC.I.7:1�•n11ra(.];a�P.icl=l.f.1�•f►I.1�E�rRa.•7.►ii �r��rsrr::�lr;.�i��,r.•.�-.:.���■.,:;>:T,ilr ..r�ISEi��L� �f1li�:�7L1iI Fm '. t Y•' a.7:i.A�:7Q[S L1xC! i�l�.Ul lif(���E ..r 6�d:IiTd�3, G7.7F+a �r im� ��Rr�a:>r7�/ bTi��i�ia�41Hd�}i . la, r?" 7. ham• � n �. �r - -. �rj�'1i,� �1i $1J�iT]Ti��l L1,•l�z!•nr�yrrrrr.!�,ra���•yra�� <e1R'�'� _ • , .. • . t►•7►1.�iE�`��._1.�ra.a <mi�/a+>'1sra��E.,ia�lt>♦ S■fll�l.f:ltl�ii�.7li�l��I:7�li=e1I_cj. � ffocar3ff.Ti_Ta=f•74MM4K-11a•i 1 Fire Lm�1'r?A♦c'dTrjl: 7:!T fil i�ti1a�L� FT•1fFFla:R!T7•i�Ll�l�iif`5'Ri ' ^•�>I�l: aa7Rr� liar • �^' ��liL� nald4m •/ �/ "L,L0 N0 11 N LTANT9, INC 813,884.3831 Loral 12 13 01 u mmpplog with tht NTS da WLN Al CmL By, RW cwL m: RW se Pred•tt auwwo No.:. I S-2105 >uCR of i i,A f - at .+.f i ASTW,AI. RETAINER BOLTS (4) BOLTS TOTAL (2) 8.0' L x .312. 0u O TOP t (2) 8.0' L x .312' OIA. O BOTTOM 2 HOMM Rt` D�ySECMN AT A50VGAL SEE OEM PRESSURE CHART ASTRAGAL RETAINER BOLTS (2) TOTAL (1) 9.0' L x ALU, RETAINM BOE .312• Cd. O TDP t (i) (3) 1.0' x 4.5' x 0.565•21 9.0' L x .3t2' OA. O BOTTOM � 9 a-\ � /_3. 10 � SE 2 SEE NOTE 3 SHT. 4. �F A SEE more 13 ACTNE � L y tV kft L Do. n - 21 3 42 SEE NOTE f zs:t7, I'l MEW It 1 J + f ACTIVE `� �}yy 01 14NOAH SURFACE BOLTS 1kto Idi 0ate Mlwk I 'W' uel 613.884.3831 wm 12/1.3/01 NTS am. By., wLN axe w: RW OMMxO xQ: 5-2105 soil 3 or SEE NOTE 9 SHT. 4 n HT?i &I 28 J 37� 25X, W 39 SEE NOTE 47 J2 3 SHT, 4 SEE NOTE SEE NOTE 4 SHT. 4 7 SHT 4 NOTES: 1. SPACING FOR /8 x 1' PFH SCREW ATTACHING THE WINDJAMMER ASTRAGAL TO THE MIACTNE DOOR IS AS FOLLOWS: TOP DOWN; 1.0', 3.0' & 5.0. FROM THE BOTTOM UP; 1.0', 3.0", S.W. 20.0' 8t 38.75'. 2. SPACING FOR 110 x 1' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INAcnvE DOOR 15 AS FOLLOWS: FROM THE TOP DOWN h BOTTOM UP; 1.0', 2.57, 4.07, 5.S, 13.0", 18.0' do 28.0. 3. SPACING FOR 18 x 1 1/2' PLASCREW IS AS FOLLOWS TDP R BOTTOM: (2) SCREWS 3.0' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIOES 3.0, 13.0", 26.0, 39.0: 52.0' & 63.0'. 4, SPACING FOR BRAD TRIM NAIL 3/4' L ATTACHING THE QUARTER ROUND TO THE SIOELRE IS AS FOLLOWS; TOP k BOTTOM: 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAN IN THE MIDDLE. SIDES; 1.25' FROM EACH ENO Q SIX .MORE EQUALLY SPACED ON 1HE FIV 5. WHEN ATTACHWG THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND tIDELITE JAMB AT THE MULLION USE /8 x 2.' PFH WOOD SCREW, S. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (a), SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELRE IS SECURED INTO THE SIOEUTE JAMB WITH SILICONE CAULK ON THREE SIDES k 3/8' x 3/8" 1/4 ROUND R BRAD TRIM NAIL x 3/4" L 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2' PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PI4i WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A 1' TRIM NAIL SPACED A MAX. OF 12' ON CENTER. `r 0 MAIN!, 0 m Q ffi p NOTES: 1. SPACING FOR /8 x 1' PFH SCREW ATTACHING THE WINDJAMMER ASTRAGAL TO THE MIACTNE DOOR IS AS FOLLOWS: TOP DOWN; 1.0', 3.0' & 5.0. FROM THE BOTTOM UP; 1.0', 3.0", S.W. 20.0' 8t 38.75'. 2. SPACING FOR 110 x 1' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INAcnvE DOOR 15 AS FOLLOWS: FROM THE TOP DOWN h BOTTOM UP; 1.0', 2.57, 4.07, 5.S, 13.0", 18.0' do 28.0. 3. SPACING FOR 18 x 1 1/2' PLASCREW IS AS FOLLOWS TDP R BOTTOM: (2) SCREWS 3.0' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIOES 3.0, 13.0", 26.0, 39.0: 52.0' & 63.0'. 4, SPACING FOR BRAD TRIM NAIL 3/4' L ATTACHING THE QUARTER ROUND TO THE SIOELRE IS AS FOLLOWS; TOP k BOTTOM: 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAN IN THE MIDDLE. SIDES; 1.25' FROM EACH ENO Q SIX .MORE EQUALLY SPACED ON 1HE FIV 5. WHEN ATTACHWG THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND tIDELITE JAMB AT THE MULLION USE /8 x 2.' PFH WOOD SCREW, S. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (a), SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELRE IS SECURED INTO THE SIOEUTE JAMB WITH SILICONE CAULK ON THREE SIDES k 3/8' x 3/8" 1/4 ROUND R BRAD TRIM NAIL x 3/4" L 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2' PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PI4i WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A 1' TRIM NAIL SPACED A MAX. OF 12' ON CENTER. 0 P 4 , .25' MAX. '] SHIM THK. I.:J SEE NOTE 14 B SHT. 4 1 29 Sj X372 39 40 47 SEE NOTE N � �� SEE NOTE 3 SHT. 4 4 SHT. 4b 5 SEE ,NOTE ` 400 SEE NOTE 4 SHT. 4 SEE NOTE 7 SM. 4 HORRONTAL CROSS SECTION \}/Ai SIDELRE TO BUCK. TYP, 813.884.3831 III tnu. art WLN CHIL tm RW auwela NO, S-2105 extr 4 of 7 MAIN!, 0 P 4 , .25' MAX. '] SHIM THK. I.:J SEE NOTE 14 B SHT. 4 1 29 Sj X372 39 40 47 SEE NOTE N � �� SEE NOTE 3 SHT. 4 4 SHT. 4b 5 SEE ,NOTE ` 400 SEE NOTE 4 SHT. 4 SEE NOTE 7 SM. 4 HORRONTAL CROSS SECTION \}/Ai SIDELRE TO BUCK. TYP, 813.884.3831 III tnu. art WLN CHIL tm RW auwela NO, S-2105 extr 4 of 7 SEE DEWL 'r SHEET . 5 SEE DETAIL Z& 064-1 SHEET 5 J. 3" T i_ FG, 1 6'1 SEEt DETAiL, i SHEET -6" Tyl 46 m �NP. I I III I 0TYp- 3- 3 3 3 SEE DETAIL K SHT. 5 -71 MtJRf F DOOR ANCHORING LOCATIONS SEE NOTE 5 SHT. 4 lar=19 ) JSI:JRFACE BOLT Sul USTRIKE PLATE rgrB,IVLQ lMLL AQbFI7K&AM f 6 *0 jIONAL RrRENRA SURFACE LT STRIKE PLATE SURFA STRIKE PL SEE NOTE 5 SHT. 4 SEE NOTE 5 SHT. 4 ❑ AMAGAL REMINER SOL? HOLES MUST BE DRILLED TKMM THE THRESHOLD & INTO THE TEST SUCK DEEP ENOUGH DETAIL H STRIKE& FOR A 2* THROW PLATES TO *7NDJAMER pETAIt J STRIKE ASTRAGAL PLATES TO JAMBS SURFACE HOLT SEE NOTE 5 SHT. 4 S1 I MI(E PLATE DETAIL K SII I WIN MOER A?HM RETWSOL ER z o Jo8fTp* I S &%CE Mori& in r SOLT SURFACE Daft PLATE OP NAIL D;FrAIL K SILL_ STRIKE PLATESOLT IMPERIAL ASTRAGAL OPTIONAL DETAIL H STRIKE RETAINER BOLT THRESHOLD ey PLATES &GIAL MPERIAL STRIKE PLATE & OPTIONAL AS f I, SEE DETAIL G SHEET 5 3 8* . 1� k 'TYP. 3. TYP. SEE DETAIL SEE N6Ti S SHT, 4 —TIP T'! �_ft.�— 6' 3. J. -7 �—_4.5' 4.5' SINGLE DOOR WISIDM= ANCHORING LOCATION $13.684.3831 III a" RM No No., S-2105 r OF SEE NOTE SHT. 4 SEE DETAIL 'F' SHEET 5 'K" SHT. 5 DDI NII E DOOR W/SIDE1 ITES ANCHORING LOCAM �li 30 37 N p EfTERiQe U 1NTERIO .5' GLASS SITE QJ AZING DETAIL FOR DOOR PANEL Ee SIDELRES 1/8' TEMPERED GLASS SEE DESIGN PRESSURE CHART SEE DETAIL 5^G SHEET 5 h- 3` n SEE NOTE SHT. 4 SEE DETAIL4v G SHEET 5 IpCj cb ' SEE 1 Typ®. 1 Z DETAIL v1 D to J SHT. 5 1 N TYP. Tyt- W N --:.7:Pd I ® �' T P 4I SINGLE DOOR ANCHORING LOCATIONS 41 o i25' TEMP. CLASS EXTERICB .75' AIR SPACE .125' TEMP. GLASS .75' STEEL INTERCEPT INTERIO SPACER .5` GLASS SITE GLAZING DETAIL DOOR PANEL 1" INSULATED TEMPERED GLASS SEE DESIGN PRESSURE CHART (OPTIONAL PANEL GLAZING) 813.684.3831 E 10114101 tL N.T.S. a sr WLN c eti RW ual�o no.: S-2105 rtr-L OF 1.67" h---- 4.5625"--�^--�-'1 1 J.—.r n N Q^i OKI 1 2.4375" 38 LITE FRAME ODL DRILL TRU Z q) W000 (TAME HP POLYPROPOLENE FOR A I�8 2 4 t LATCH STILE (THERMOFIL-P6-30FMO391) PFH W000 GRILL TRU FOR +- O 1/8".GLASS FRAME SCREW 2PLCS 357 DIA ASTRAGAL �{ 3 50 RETAINER BOLTS Lu .. Z 1.67" .� 1" WINWAMBER I WR.SW STRIKE PLATE 7 ("3 a STEEL PLATE H 4.041 �� IO "I 2.4375" --i } L LITE FRAME ODL OO13 1} DOOR TOP h HP POLYPROPOLENE HINGE STILE (iHERMOFIL-P6-30FM0391) 1" GLASS FRAME 3 OttTcttrti : 9LtMPFACE THRESHOLD LOW PROF1tl .050" EXTRUDED ALUMINUM O 25" --{ r 2.373" O O O Q s 8 ` 11 in A(DIA. ASTRAGAL HAS 4 x 4 STEEL DOOR HINGE $G 8.0' L. x 312" .097" THK. STEEL BY HAGER «i BOLT O TOP do ((1j 9.0" L. x .312" DN. �6LT O BOTTOM �-----"--11.875" .912" 49 SURFACE BOLT _STiZKE_(NES .125 STEELI DOOR STEEL COGE CAP, BOTTOM Im Q�I�.1 c\Dtk VARIES W/LOCK US EXTRUDED ALUMINUM 075" SEE DESIGN PRESSURE CHART ED 8. ASTRAGAL HAS WOAD LACK BLOCK. 1.71" THK. O H1/ p�agrw O �(2r)1 8 .0" L. x 312' DLA. caaG��Tµn, n+c ?&TS O BOTTOM &e7J.884.3851 2 B .0" L. x .312" DIA. gi NLTS m TOP w,E 12113101 ibpr-;"ew!17 cmc "ur u. So" NTS m. er, WLN 140" 10 1.767" --i rmAM — OK M: RW O 525" M14.1 t'rod"d mmma NOa cliG 0 PRESSION WEATHERSRTIP ASTRAGAL IMVL19402W7q // 26 pp 5-2105 SURFACE 80LT (ILKS 25" STEEL MODEL 454ifAfl Q -LGN ODS 650 (WR68J T-8063 F_XTRUDED ALUMINUM lNfdi of -Z