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WS-07-2108Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/27/2007 Inspector: Grande, Claudio Owner: WINCKLER, MARINA Job Address: 1020 98 Street NE Miami Shores, FL 33138- 27 Eln Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050180310 Lot: Phone: 305 -513 -0705 Building Department Comments 8 WINDOWS & 1 FRENCH DOOR REMOVAL INSTALLATION & Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, November 26, 2007 Page 2 of 2 ((W�IWi J VC( 01%0 . ithk i 1‘14 k Miami Shores Village BUILDING Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33,138 Tel: (305) 795.2204 Fax: (305) 756.8972 +cal \Cj'1 0 OCT 1 glni j BY: _- Permit 'No.VSM L l Og PERMIT APPLICATION 11" Master Permit No. FBC 2004 Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) M j J4 V V l N KL G ).. Phone # 4705) Co o5 �4 q L-2 Owner's Address +!)� City 1\401-34 1 S r.-(o g s- State Ft.- Zip 3 3 f 3 9 Tenant/Lessee Name Phone # Job Address (where the work is being done) t 0Z-0 06 ct City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 1 3l 1 °RO 3 (0 Is Building Historicallybesignated YES NO Zip 3 l 3 g Contractor's Company Name c C3bS kaN9 DOOR— Phone # `013 -0-105 Contractor's Address 74;55 J 45-1" City t A-6A.1 Stated --- Zip 33 I G 6 Qualifier Name ,tv T f iJ iL--I e TboNf Phone # `5'3 0--i-)5 State Certificate or Registration No. Certificate of Competency No. a 3 G6 (03 2-2- Architect/Engineer's Name (if applicable) N A 4 Value of Work For this Permit $ 1 Type of Work: ['Addition ElAlteration QNew 1 Repair/Replace ❑ Demolition Describe Work: t V 1 f DOS..) 4 — F5L6 N'cz-i DeX5 R f ik4O\ d ig\ t-t. A T t ON Phone # Square / Linear Footage Of Work: \ 30 ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** *Fees * * * ** Submittal Fee $ Permit Fee $ / CCF $ 4.60 CO /CC Notary $ Training/Education Fee $ � .. Technology Fee $ 4', Scanning $ t 6:i Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ _ Structural Review. $ Total Fee Now Due $1 9,1'5.30 See Reverse side -* ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL W ORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS; ETC OWNER'S AFFIDAVIT: I certify that all 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 PAYING 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a.proved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this (2 day of UCH , 20 01 by Avk Lesl to i/Ul L 'o . who is personally known to me or who has produced ft—Pi/WA ill 0 As identification and who did take an oath. Signature ntractor The foregoing instrume i as acknowledged before me this day of 0010 6011- 20 61 by /444,1141/ who is person y kno b to me or who has produced as identification and who did take an oath. My Commission Expires: My Commission Expires, SUSAN M. i'IEDRA -L,ARA MY COMMISSION # DD468178 a " "' opt EXPIRES: September 01, 2009 1$00 -3- NOTARY FL Notary Discount Ass ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 1 111111 11111 1 1111 11111 1111111111 IIIII 1111 11 11 CFN 21707R11376268 OR B 26037 Rs 1138; (1119 ) This Instrum Pre red By RECORDED 11/07/2007 14:31:42 Name ukh,v e_jagRHARVEY RUVIN, CLERK OF COURT, MIAMI -DADE COUNTY, FLORIDA Address tO 4/ "Ur; 9 S s r TAU PAGE Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF COUNTY OF THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: (legal descri lion of property. and street address if available) /Al (2 (m- S / e� - /02_4, /vim ?se 1r' NI / j Fi st �5 %~/L /3 2. General description of improv ment: — PG".r �� 40/"/411 lr- FA, e,.1 ..6ea„, Pe.O�ce *e4/11— Gv/ 1..179Pqe I'Gt%rN rv.iy-dep/?1 3. Owner information 7 e7 Pe/t/a„ t a. Name and address:Jt ,.j ,-,,Vt /�IEI /026, "Jr ?f "1"-�� b. Interest in property: 04,4/046 / i / /.i �2.- 3 /-5.5' c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. a. Name and address: &at/ -e.- Gtijd-v.{ ®,yas b. Phone number 30s- 3.-/3 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: ,/1% b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signe re of Owner or • ne "s ' orized • cer /Dir= «or Partner /Manager Signatory's Title/Office �i'fae�f eg g jrtstdu� ftt knowledged before me this El° day of DdO (year) by /'�( UV L (name of person) as (type of authority, ...e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). ,sir, ey LOTS E. UNDLEY , �! .,r MY COMMISSION # DD 361851 -;. �' EXPIRES: December 15, 2008 �jp� .•` Bondedllutt*MY ipcikaier write„ - \A. Signature of Notary Public - State of Flo�a, Print Type, or Stamp Commissioned Name ofS4otary Public Commission Number Personally Known or Produced Identification Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I dedare that I have read the foregoing and that th 9' cts statgd in it are true to the best of my knowledge and belief. Sign atike(orNfural Person Signing Above Miami Shores Village Building Department 10050 °N:EE2isd° A "venue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET 01- Zio & k)/ Ai le led 1 v1r7A-7 912-o u I. cae de < y,) /Less cI2Ps x l d cwt v-� 4-) !�l �v� �o�.,s y DQo f,ex.iiLs s . . t. 1c ` �i�4 --i o.J CA 4) 62. c� 6 7:4,.,34,4) /tom �iif � -z-004 F3c 7:44/-es 160,. 4.2 . ( Cz 1. 16,09`. 4.Z./.6_0 5l2 % 4 Gt c/ 43,4c/ C4&7 S t, z & / -AtA 4-e4 (ec d P ss tbL)4 -t, € &(i0 1 7.)- �� D vi1.116 1t k2 � 1 ►� �� J ��.�� 0A11 Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 7855 N.W. 46th STREET • (305) 513 -0705 F NAME: ADDRESS: CITY: STATE: f CONTRACT DATE: t CONTRACT NUMBER: -� SALESMAN: `"'" / INSTALLER: DATE OF INSTALLATION: HOME PHONE: ZIP: - / KIFFICE PHONE: DIAGRAM • • • • • • • •• • • ..• •••• • • •• • • • • ••••..: • .o.. ,. • • • • • •• .• •• • • • • • •• • • r • !. • . • • • LOOKING: OUTSIDE/IN — FRONT OF HOUSE Manufacturer: 1 Impact Non Impact CUSTOMER glaVATURE Type Window In GSD RES. DOOR OTHER Cmt. Horz �r'' ull _Store Alum SH COL. GSD W.F~ View Front Door 2/2 OX 2d2t 3/16 1/1 XO 4d2t 1/4 H.R.S.O. COL. XO.- 3d3t H.L.S.O. Glass Type: Clear Brz. S/C Grey OBS INSUL. Temp. Lexanc Laminated: STYLE: ATW(S' MASONERY: Inside Plaster Outside Stucco Operators SILLS: Marble B/N Ceramic R/H FINISH: Anod. BRONZE White Esp. L/H Block up Sq. Ft. Bin Bik 4 IN. Blk DIRECTIONS WHITE - OFFICE / YELLOW - CUSTOMER / PINK - SALESMAN • • •• •• • • • • • • • • • 0410 • • • • ••• • • •. ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • • • 41.41 • .4141 Mian 411qe.sB�c$iig Department Product Appro'al Schedul8 / Comparison Chart Address: Opening Description of Window ID r•• o lor dtMnOl • n •• • ••c • • • • •• • • • - •• • ,s.0 • • • ••. Product Acceptance • • Number . • Product Approval Design Pressure • • • -w ( +) PSF (-) PSF Opening Design Pressure ( +) PSF (-) PSF Permit No. Rough Opening Shutter Required I Mullion Required Size Yes / No I Yes / No 37x33/ I /4e3 Impact Yes / No z Prerurve_ ?,s' 7s 7,f-k- S® A/�0 , /l, tami4i d.A.J Wen./ )040 Ret49,o erlhs D - /as' -e 1 ]1'e�� +. 64 • oyer•Qz, o3. 73 -3 3- Fel St. f 2.✓e/¢,/ba,.1Z e A/ie✓ 144- /14914P Pie a6 nes' 04 7s 7.f Fe T-0 /es-- 37)c 7.4' 01.10 /1)a *Ti -Mrs'' N>2 /379" ,, T/a / ° ��.k 40 0-4,11.6e-.-%.) ka 9.7i)( Y' 4," /l1 4n Arlie 1-7 f4 -44a"i • 4i.e4)600i.,zi Ves /1/s, & /4/ � /e_Y'L/tP 03 Wets-. &/ /)0 f 7@4' ye' PGT 1070 T i o, Nokomis, FL 34275 SCOPE: This NOA is being The documentation by the Board of Rol the Authority Having J` 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 . 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 ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA resertec.t right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Di sion that thi •��oduct 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 Flt' • 0 l3uil di including the High Velocity Hurricane Zone. • • Pg DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI • . ..00 ..0000 0..0 • • 0.. • APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Mier, 10 of 10, by impact", sheet; "1 through prepared b manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, sigped d sealers jiy.Roberi L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the.Notice of ACcflce number and approval date by the Miami -Dade County Product Control Division. ... • MISSILE IMPACT RATING: Large and Small Missile Impact • • • 0000.. •• 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 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 • • • • • • Soo. • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s= 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. • • • • • • • • • • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per ,C, TAS,�0 -94 •••••• • • 3) Water Resistance Test, per FBC, TAS 202 -94' .... • • • 4) Large Missile Impact Test per FBC, TAS 201•94 • • • • • • . • 5) Cyclic Wind Pressure Loading per FBC, TAS'203 94 • • • • along with marked -up drawings and installation " "" • diagram of an aZurrnn�m picture window, prepared by Fenestration Testing Laboratory, Inc., Test„ Report No.•,,? • • 3850, dated 07 /31/03, signed and sealed by Joseph Chan, P.E. ••• • C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Saluda, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. .. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). • • • • • • • .. • .... • • .... • • • • .... • • • • • • •••• • • . ... • • • • .... .. • • • • • • • .... • • . • • .... • • • • .. • ... • E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/18° LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT, STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16° LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 8, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. NOADRAWING`IABLE OF CONTENTS SHEET GENERAL. NOTES 1 GLAZING DETAILS.. ... .... 2 ELEVATIONS, FLANGED .....,, 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED,6 DESIGN PRESSURES FINNED, «6 SECTIONS, FLANGED. . CORNER ASS'Y, FLANGED .....,, SECTIONS, INTEGRAL FIN- . CORNER ASSY, INTEGRAL EXTRUSION PROFILES ...,LI' PARTS UST.,..,.... 9 ANCHORAGE 1 & 10 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2' FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 81/2° FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 21/2' LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5° O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11' O.C. JAMBS: � MAX. 81/2" FROM CORNERS MAX. 11° O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED •• ••• • • • • • •• 7. NARROW JOINT SEALANT IS USED ON ALL FOUIt yORNF S Q F•irieFI;AA y: • • • • • • • • • • • 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850• • • • • • • • • • • •. • • • • • • • Rookkas • • • k,ndBy: Oa* wreA.m: FX 1211&03 A REDUCE ANCHOR SPACING bran iR' 0a* ar,adsy m°" FJC 7/14Po3 ••• • ••• • • • ••• • ••• • • • • 10707f710N01.DA'R0I N a.l$ •PA90X1 MOMS, R 94174 • • • • • • • • • • ••• • • • • • •• •• • • • • • • ••• • Visibly Better ••• • • • • •. • • • • • • • • •• •• ••• • • .. mr „ax• • NOTES & TABLE OF CONTENTS AUMINUM PICTURE WINDOW, IMPACT ma•ael* ade eaaw NTS 1 '• 10 3/16° ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE O 7/16° LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS _» 1,4 1 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16° HEAT STRENGTHENED GLASS R 21 11/16° NOM GLASS BITE 3/16" HEAT -t- STRENGTHENED GLASS OUTSIDE 11116" NOM' GLASS BITE •• ..• • • • • • •. 7/16" LAMI GLAZING DEVIL • • • • 1 1/16" LAMI LG. GLAZING DETAIL FLANGED OR INTEGRAL FIN. RANIE .. . • . ..FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) • • • ... • ••• Raids= Rwed F.K am* Fk Dehr 12/14/03 bar 7/14/03 lardiaa A .•• • • • • • • • • talANiE THIS SHEET ••. • • • 6 • • • • 1onongliwaeo1'Dlig/E . alam • ',keel= NOXOAAB, FL 34274 • • •... • • • • • • • • • • • • • • • • • ••• • • • • ••• •. • • • • • • • • • • • • Visibly Setter • • • • •. •• • GLAZING DETAILS ALUMINUM PICTURE iMNCOW, IMPACT s NTS 2_m 10 'tom, HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. OCTAGON MAX SIZE = 60' BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX SIZE =68'X68° OR MAX AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96° X 47' OR MAX. AREA = 24.47 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 4T' OR MAX AREA = 31.99 SQ. FT. EYEBROW MAX. SIZE = 96°X48° OR MAX AREA = 31.99 SQ. FT. 96" MAX. 48" MAX 441/4" MAX DLO HALF CIRCLE MAX. SIZE = 96 °X48° OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. • • •• ••• •• • • •• • • •• ••• Road Aga FK 12/1SR73 Wen13): aft FJG 7/14/73 rawka. A NO (NAME THIS SKEET am.ee7: cma 921/4' MAX. DLO • • • • • •• ••:: C�.:MOLE • •CSR MAREA = 3200 SQ. FT. • • • • • • • • ••• • • • • • • Sicwhrwar MONA FL 34274 ••• • • • • • • • • • • • • • •• •• ••• • • • ..• • • • • TRAPEZOID MAX SIZE = 48° X 96' OR MAX AREA = 31.99 SQ. FT. FLANGED ELEVATIONS Visibly Better • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX, SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. OCTAGON MAX SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE'` MAX. SIZE = 68" X68` OR MAX. AREA = 2522 SQ. FT. ARCH., MAX stzla X98* OR MAX AREA = 30.28 SQ fr. FAN MAX. SIZE =96 °X47" OR MAX. AREA = 24.47 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47' OR MAX AREA = 31.99 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. EYEBROW MAX. SIZE =96"X48" OR MAX AREA = 31.99 SQ. FT. 96" MAX. 48° MAX 451/4° MAX. DLO 6Yel[:1C 931/4" MAX. DLO • • • • • • • • • • • • • • •• • • •• ••• • • &rad*: Olds • • • • • • •' : :R Ti J PLE • • 48•X 98" 'CSR MAX. A =`31.00 M. FT. rsasdar FJC Da "e1c FJC Char 12/15103 0513 7114103 A NO CHANGE THIS SHEET • • • • • • ••• • • • ••• • • • •i°d' •• Oka gen= NOKOFJS FL 34214 ••• • TRAPEZOID' MAX SIZE =48`X96" OR MAX. AREA = 31.99 8Q. FT. Visibly Better "lb* I NTS i m 10 1 ••• • • • • ••• • ' • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A; :090, 3/16HS) FTL -3835 GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS. .090. 3116" HS) FTL -3850 WINDOW WIDTH WINDOW HEIGHT 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A &C 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 40.0 80.0 ! .80.0 B &D 80.0 1 - 80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80 0' 1 40.0 AREA SQ.FT. 9.698 11.569 13.441 15.313 15.823 1+ 54.500 B&D A &C AREA SQ.FT 60000 A &C B &D AREA SQ.FT. 80.0 I -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 10.786 12.868 14. 76.7 1 -76.7 74.0 1 -75.2 74.0 80.0 I -80.0 80.0 1 -80.0 80.0 1 17: 1 17.99 18.' X4.0 80.0 7 80.0 I -80.0 80.0 80.0 -80.0 80.0 11.875 14. -80.0 74.0 1 -74.0 69.9 -89.9 672 - 80.0 80.0 -80.0 67 16. 80.0 1 -80.0 80.0 18. 5'0 19. -68.6 67.2 r -67.2 80.0 -80.0 75 20.000 -80.0 65.500 A &C 80.0 -80.0 80.0 -80.0 68.5 -68.5 63.5 1 -63.5 61.3 1 82.3 61.3 I ,-61:3 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0. -80.0 80.0 -60.0 80.0 1 430.0 AREA SQ.FT. 12.964 15.465 17.967 20.469 21. 51 21 71.000 A &C 80.0 1 -80.0 79.4 -79.4 83.7 -63.7 57.9 -57.9 56.1 -57.1 58.1 -58 B&D 80.0 1 -80.0 80.0 - 80.0 80.0 -80.0 AREA SQ.FT 14.052 16.764 19. 76 76.500 A &C 80.0 -80.0 76.8 -76.8 59.7 -59.7 B&D 80.0 -80.0 - 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 15.141 18.063 20. 84 80.0 1 -80.0 80.0 1 -80.0 80.0 40 0 22. 88 ► 22.927 23 67 52.8 I -52.8 51.9 I -52.1 51.9 -51;8' 80.0 -80.0 80.0 80.0 80.0 ' -80.0 23.906 24.703 28.500 82.000 B &D A&C AREA SQ.FT. 80.0 -80.0 74.1 - 74.1 56.5 -56.5 80.0 -80.0 80.0 -80.0 80.0 -80.0 16.229 19.361 .4' 87.500 f A &C B &D 80.0 -80.0 70.7 70.7 53.6 -53.6 48.3 -48.3 47.6 -48.0 47.6 ` - 47.+6 80.0 -80.0 80.0 -80.0 80.0 ! -80.0 25.625 26.479 '27. 3 ' 43.6 1 -43.6 43.4 43.2 43.4 1 -43.4 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17. 18 20.660 24.002 93.000 A &C 80.0 B &D 80.0 AREA SQ.FT. - 80.0 69.1 -69.1 51.4 -51.4 -80.0 80.0 - 80.0 80.0 -80.0 21.958 25.510 18.406 80.0 1 -80.0 80.0 -80.0 80.0 < ( -80.0 27.344 28.255 29. 67 42.5 -42.5 40.7 -41.0 40.7' 80.0 -80.0 80.0 80.0: 79.4 79.4 29. 30.031 31. - 96.000 A &C 80.0 -80.0 68.8 -68.8 50.44 I -50.4 , 41.8 - I `-41.6 39.4 -40.1 39.4 -39.4 B&D 80.0 -80.0 80.0 -$D.O. i . 8Q. 80.Q 80.Q -80.0 80.0 - 80.0 , 76,6 76.6 AREA SQ.FT 19.000 22.667 • • .363• • • • 30.000 31. 32. NOTES: • •• • . . • ... •• � 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTBD S)ZEERE;TFA4GP)LAlR WINROW ANCHORED WITH 114' TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. • • • • • • • • • • • • 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST E.^,TANGUL SIZF IN TABLE 1. WHICH THEIR OVFRAI.L WI %TH AND HEIDHiDl01FNSION& ( XIARW FLY FIT WITHIN a� • • • • • • • t • a m**. w% FLANGED UNIT DESIGN PRESSURES Amdlly • 4E. e�x+� 8 ALl/MINUM'PICTURE WINDOW IMPACT F IC 01,..83. bake NOK FL et* f� Mwh1. FK 7/14/03 1 PW.?O1 An S •' 10 1 s. 4259.4, ,A,j ar • • • NOW • • •• • .. Dalw 47/15,7$ A CHANGE aria 1x a.• NOTE 1 ANCHORING WITH •12SCREW • Visibly Better ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• . •• .•• • • • ••• • • MLA COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) GLASS TYPE B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G.. 3/16HS. 7/16" SPACE. 7/16" LAMI (3/161-16 .090 3/16" HS) WINDOW WIDTH WINDOW HEIGHT 28.500 34.000 39.500 49.000 A &G B &D AREA SQ.FT. 54.500 I A &C B &D 80.0 I -80.0 80.0 I -80.0 9.698 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 60.000 A &C B &D 10.786 80.0 I -80.0 80.0 -80.0 11.569 80.0 8 -80.0 80.0 -80.0 12.68 80.0 1 -80.0 80.0 1 -80.0 13. 1 45.000 80.0 -80.0 80.0 -80.0 15 13 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 79.4 -80.0 79.4. 80.0 -80.0 15. 3 -79.4 80.0 -80.0 16.333 78.9 -78.9 80.0 -80.0 14.950 74.3 I -74.3 80.0 -80.0 17.031 71.9 -73:1 80.0 -80.0 17. 9 71.9 I -71.9 AREA SQ.FT. 65500 A &C B &D AREA SQ.FT. 71.000 A &C B &D AREA SQ.FT. 76.500 I A &C B &D AREA SQ.FT. 80.0 I -80.0 80.0 I -80.0 11.875 80.0 -80.0 80.0 -80.0 12. 64 80.0 -80.0 80.0 -80.0 14. 52 80.0 I -80.0 80.0 l -80.0 15. 41 80.0 1 -80.0 80.0 1 -80.0 14.167 72.2 -72.2 67.8 -67.8 65.0 1 -66.4 80.0 -80.0 16.458 78.9 -78.9 80.0 -80.0 15 65 65.5 1 -65.5 75.3 I -75.3 80.0 -80.0 16.764 72.6 I -72.6 80.0 -80.0 18.063 80.0 -80.0 17.967 61.1 -61.1 80.0 I -80.0 19.476 57.1 -57.1 80.0 -80.0 82.000 A &C B &D AREA SQ.FT. 87.500 I A &C B &D AREA SQ.FT. 93.000 A &C B &D 80.0 -80.0 80.0 -80.0 16.229 80.0 I -80.0 80.0 -80.0 17.318 69.4 I -69.4 80.0 -80.0 19.361 20.984 80.0 -80.0 18.750 61.7 I -61.7 80.0 -80.0 20.469 56.4 1 -56.4 80.0 I -80.0 19.375 59.6 -60.7 80.0 I -80.0 , 21.151 80.0 -80.0 18.187 65.0 1 -65.0 59:6_ - 59.6 80.0 < -80.0 21.633' 54.6 -55.5 54.8 I , -554.6 80.0 1 -80.0 22. 88 80.0 -80.0 22. 27 80.0 -80.0 23. 7 53.8 -53.8 80.0 I -80.0 22.493 80.0 L..0 51.5 -51.5 23. 51.0 -51.3 80.0 -80.0 24. 03 80.0 80.0 -80.0 25. 66.4 -66.4 80.0 -80.0 51.0 I -51.0 80.0 -80.0 47.2 -47.2 80.0 -80.0 25. 25 42.6 I -42.6 80.0 -80.0 20.660 24.002 AREA SQ.FT. 000 A &C B &D 80.0 I -80.0 80.0 -80.0 18.406 80.0 it -80.0 80.0 -80.0 19.00 AREA SQ.FT. • • NOTES: • • • • • • • • 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RBCTANAULE�R i tItOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LIMITED •• ••• •• • • • •• TO + /-BO P.S.F. WHEN ANCHORING WITH #12 SCREWS. 65.0 -65.0 48.9 1 -48.9 80.0 -80.0 21.958 80.0 -80.0 25.610 27.344 46.6 1 -46.9 -51.0 48.6 1 -46.6 80.0 26. -80.0 79 41.2 I -41.2 80.0 -80.0 29.063 43.1 2 - 42.7 80.0 -80.0 28. 55 43.1 1 -43.1 80.0 -80.0 29.'167 79.7 1)3-79.7 30. 1 40.4 -40.2 40.4 1 -40.4 76.0 -76.0 3 63.9 -63.9 80.0 -$0.c 22.667 48.0 -48.0 80.0 -80.0 `• • 4D.. '.3& 40.2 L.:0.0 -40.2 80.0 • X30. 39.0 -38.9 39.0 - 39.0 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2. WHICI3 THEIR OVERML MOTH M D hooliTJMENSIONS CQIoP�..ETELY �IT WITHIN Waal u.r • •i • • • Remtrs Raw a • • • • • agnelbr FX �: 12/151)3 lbrelstonrc A CHANGE NOTE I ANGHORNN 14SM 12 ? • Drew Br F.K. Dear 7/14/03 Debt • • • • • PA agoras MOM FL 34274 Visibly Bede • ir ••• • • • • ••• • • • • • • • • • • • •- • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT sore aMM AI** PIw701 NTS 8 110 42904 2.784 ° ---� OUTSIDE © 0@ 0000 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O Q 0 III m ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT INSIDE KEYED CORNER ASS'Y WELD (FLANGE FRAME) ..• •• • • • .. VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) ity FK 1211503 A NO CHANGE THIS SHEET Dam ex mar Cleftey nar RIC, 7114/0.9 • •ta swtls29 COW FL 30274 sibly Better PED39712 2.784° -�— 2.784° — MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Date ALONG ENTIRE JOINT KEYED. CORNER ASS'Y �wen (INTEGRAL FIN FRAME) o L''_,-.116 I't 111I 0 oo 111 11111 •' • • • • • ALONG ENTIRE ..401tT• • • • •• • • • • • ••• •• • • • •• WELDED CORNER ASS'Y (INTEGRAL FIN FRAME • • • Reds Jars .•. • • • l dar Raba= Read F.K FJC 12A5/VS notalOroc NO CHANGE NOS SHAT • • • • • • - • • • ••• • Dew ••• • • • • ••• • • • • • •• • • • • • • torommatower aatr "P.O•.&x on NOKOM(S R $4v4 • • • • •• • • ••• • • • ••• • • • • ••• • • • Viably Better • • • • • • • • • •• •• • • MAX. WINDOW HEIGHT 0 0 0 Q MAX DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT 6•k NTS 8 a 10 ITEM DWG NO. PART # DESCRIPTION 1 2 7 4258A 4253 1155 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 64253 FLANGED FRAME HEAD, SILL & JAMB 781PQX 438 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 11 12 13 14 4255 4254 1224 4224 64255 7/16 LAMI GLASS BEAD 64254 1 1/16 LAMI I.G. GLASS BEAD 6TP247 VINYL BULB WEATHERSTRIP (THICK) NSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16' HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64282 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .970' - 1 ' .975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 346' --►-I f-- .975" 050" •• ••• • • .---i • •• 1 1J4610Ar190.'Gi s BEAD MATL: 6063 -T5 DWG NO. 4254 • • • • u • r Oak 12/15109 adt 7/14/03 kardefozw A NO CHANGE THIS SHEET 018006r oar • • • • • • ••• • tibtxtizrr • •m 80111629 MUCOUS, R 94274 2.784" 2.500' ITEM 1, INTEGRAL FIN FRAME MAIL: 8083 -T5 DWG NO. 4256A 1.875" • ALL7K . %. .06`" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO.4253 EXTRUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOOW, IMPACT W Ibly Better NTS 9 s 10 42594- ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • .130 "DIA.MN. x 2 1/2° NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4° MAX SHIM T #12 SCREW, 812° MAX. FROM CORNERS & 11" MAX. O.C. A 1 12° MIN. EMBEDMENT 1/4" TAPCON, 81/2° MAX. FROM CORNERS & 11° MAX O.C. (SEE NOTE 1) 1!4° MAX SHIM 1 1/4° MIN. EMBEDMENT • CONCRETE f 2x WOOD BUCK (SEE NOTE 2) 1/4° MAX. I- SHIM T INTEGRAL FIN DETAIL B 1 12" MIN. EMBEDMENT #12 SCREW, 812' MAX FROM CORNERS & 11` MAX O.C. A 1k °MAX. SHIM 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4° TAPCON, 81!2° MAX. FROM CORNERS & 11' MAX. O.C. (SEE NOTE 1) SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E FLANGED DETAIL D (SILL ONLY) NOTES: •• ••• • • • • • 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCQ••TAF14S.j�; •; 2. A- IN MIAMI -DADE COUNTY INSTALLATION J15 S49 TRA1E OF•WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFtI • B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. • •• 1x WOOD BUCK (SEE NOTE 2) • F.K D. 17/1S/G3 A • • • • • • • • • • • • • CHANGE NOTE 1 AND FASTENER SPAGMNG • ar F.K. > 7/14/03 6. • ••. • ••• • • • •• hfroja ' •• .O. sofa AWN, Ft 34214 lG f1�IPl1,11 ANCHORAGE - HEAD, SILL AND JAMBS INTsALUMINUM PICTURE WINDOW IMPACT � apei � 10 a 10 I ow42194_1 A Visibly Better wpm ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • •• •• • • MIAMI DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTIC PGT In 1070 T Noko SCOPE: This N The d by the : Fs the Auth • �r MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com e applicable rules and regulations governing the use of construction materials. been reviewed by Miami -Dade County Product Control Division and accepted s (BORA) to be used in Miami Dade County and other areas where allowed by Havyg 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 reservas the.right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division dht thisaoari&t 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 Florida Building Code, • • including the High Velocity Hurricane Zone. • • • • • • • • • • DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion - L.M.I. • ••• APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations AlumimunA'ube Clipped: Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robe4 L' + "Iirk, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Controlltenedia1 StaptlJ With last the Notice of Acceptance number and expiration date by the Miami -Dade County Pratt Control DM ibn. MISSILE IMPACT RATING: Large and Small Missile Impact • • 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 revises and renews NOA # 04- 0528.04 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" • • 2. Test reports on 1) Uniform Load Static Air Pressure Test, per Ffc,•TAS 202.94. • • • 2) Large Missile Impact Test, FBC, TAS 201 -94' • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. window «)3 • ' configuration) 80" x 76" mulled together with a lx 4 x std. wallanullion, prepar,ed by Fenestration Testing Laboratory, Inc., Test Report No. FTL -e9be; *dated' • •' 01/05/01, signed and sealed by Antonio Acevedo, P.E. • • "Submitted under NOA# 04-0528.04" • • • • • • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FB4,vI'kS 20a 1' 2) Large Missile Impact Test, FBC, TAS 201 -94 •. • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a 1x 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" • C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. :,, w n, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1 ' x ltd. W4}-... Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06128/D6. • • • • • • • •... .•• • • . • • •.•. • • • • • • • • • • • • • • • • • •. • • • •••• • • • • ••.. • • • • •• • ..• • • E -2 J ; l i t D. Gascon, ' .E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "9 ", "" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS W ANCHORS DETAIL A ANCHORS DETAIL A WI I W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DLItRMlNING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1. THE 33 1/3% STRESS INCREASE HAS SHEETS 2, 3 AND 5. i H "- ANCHORS DETAIL "B'; "C" OR "0" AT BOTH ENDS AND AT BOTTOMS rr N �1 / 11/- i ,`.1 W2 , WI I W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DLItRMlNING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1. THE 33 1/3% STRESS INCREASE HAS SHEETS 2, 3 AND 5. i H "- ANCHORS DETAIL "B'; "C" OR "0" AT BOTH ENDS AND AT BOTTOMS rr t_/ 1 nil / —t illiAM3 PPP' ' 1 ,`.1 W2 , W3--- ---W1 W W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED h2 H1 W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = HI NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO ANCHORS DETAIL B "C" OR "0" BOTH ENDS ANCHORS DETAIL B" "C" OR "0" BOTH ENDS MULLIONS W = W1 +W2 MULLION (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAVIMUM OF () UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. . • • • • so • • 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. • • • • • • • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • • • •. • • •• • • ANSI /AF &PA NDS -2001 FOR W000 CONSTRUCTION / f ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELQCf•6 • HURRICANE ZONE (HVHZ). • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER L04S: • • • At TO THE STRUCTURE. • 3°414 gag, PRO • • PE X9712 • Structural Puma. ativevin riddkeltrifi alibi* TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • •• • • IND Reved By. F.K. Raved By: F.K. Drum 6y: P.J.P. 30/06 8/O6 48/00 D -ADNOTES 5 & 6 R • C —ADD TECH. REFS DesorMUmn 1 rr • STANDARD WALL, ELEVATIONS • =070 TECHNOLOGY DRIVE • NOKOMIS, FL 34275 • • P.O. BOX 1529 • NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION series /UOde MULLS NTS 1 of5 Erma, No. 6220 Rer. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • t_/ / —t IY , --W1 w W2 W = W1 +W2 MULLION (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAVIMUM OF () UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. . • • • • so • • 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. • • • • • • • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • • • •. • • •• • • ANSI /AF &PA NDS -2001 FOR W000 CONSTRUCTION / f ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELQCf•6 • HURRICANE ZONE (HVHZ). • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER L04S: • • • At TO THE STRUCTURE. • 3°414 gag, PRO • • PE X9712 • Structural Puma. ativevin riddkeltrifi alibi* TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • •• • • IND Reved By. F.K. Raved By: F.K. Drum 6y: P.J.P. 30/06 8/O6 48/00 D -ADNOTES 5 & 6 R • C —ADD TECH. REFS DesorMUmn 1 rr • STANDARD WALL, ELEVATIONS • =070 TECHNOLOGY DRIVE • NOKOMIS, FL 34275 • • P.O. BOX 1529 • NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION series /UOde MULLS NTS 1 of5 Erma, No. 6220 Rer. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 •• • • PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION 1" MULL= :" 2 MIN. FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" WOOD BUCK 28(TYP)18(TYP) 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE PGT 1x MULLION #12 SCREW, SEE NOTE 3 PGT 1 x MULLION SEE NOTES 2 & 3 MIN, 28(TYP) 18(x) 2" OR 4 "--i WOOD BUCK �( TYP)18(TYP 2 MIN. SEE ••. NOTE 1 #12, FH SMS STAGGERED ON OPPOSITE SIDES (S0 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 NOTES: TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1 IS 2 1/2': MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO 1 r PGT 1 x MULLION-- 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE } NOTE 1 • } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" • 2" OR 4" SEE NOTE 1 4. FOR MU. LL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR • • • LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL- TO -CL!P• TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING • (MINIMUM OF 2 SCREWS PER CLIP). • • 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND • • PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOoDI G: CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPR ,CNAL.• • ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. • • • • • 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • • • • WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" pct .imne � _a i TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS . • ••• • •• • • • • • • • R F.K. 5 30/06 DR DIFY NOTES 3 & 5 • �AG • • •• • • • • •• • • • • Rodin L•Ohrk, P.F.• • • • •PE #59712 • Structural T■ INDUSTRIES Read By Revisions: F.K. 5%/06 C-ADD EMBED. DETAILS 0474, 1•I77o TECHNOLOGY ORNE • NOKOMIS, EL 34275 • • P.O. SOX 7529 • NOKOMIS, FL 34274 Drawn By P.J.P. 48/00 Descres 1' STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Series/Week Scale: Sheet Drawling Na MULLS NTS 2 of 5 6220 Ren D ••• • • • ••• • • • • • • • • • • • •• •• • • • • • • • • 0•• • • • • • • • • • • • • • •• •• • ••• • • 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE A' 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 3 11/16 L 1- -- -A /2 4MAX. I 4MAX. TLA 0 -BMIN.TYP - MIN. L 8MIN.J 14MA 1 A TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS LOCATIONS NOTES: •• 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR • PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUAD I Y OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON • SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSEIRIE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION. • SHOWN AS MAX. • • • • 3. REFERENCE ltST REPORTS: FTL -2902, 2903 AND 075.: ••• • • . . 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG /1099 A/2 MIN. LAJ 1 ONE (1) ANCHOR LOCATION (3)EQ. SP. 0 (A -3/4)/ 3 8-MIN. TYP. O THREE (3) ANCHOR LOCATIONS PRODUCT ORNEW D amgbl FlendP AepptoceNo Lint ., •/, 6gietp� : 7i.4:111 mo! TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • •• • • • ff INDUSTRIES •• 1.70 TECHNOLOGY DRIVE • NOKOMIS, FL 34275 • • P.O. BOX 1529 • NOKOMIS, FL J4274 Revad B� Revel 17: F. K. 5%30/06 8/06 0— O CHG THIS SHT C REVISE SPACING warn Sy: P.J.P. 48/00 11 "P STD. WALL, ANCHOR LOCATIONS AHe: ALUMINUM TUBE CLIPPED MULLION MULLS Scale: NTS Sheet 3 of 5 oraring No. 6220 Rev D ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • 000 • • • ••• • • • • • • • • • •• •• 4 NOTE: 1. REFERENCE TEST REPORT FR-2902, 2903 AND 2975 (TYP) ix STD. WALL MULLS MAT'L: 6063 —T6 • • • •• • • •• • • • • • • •• ••• • • • • • • • • • • • • • • • ••• • 1 TO SE USED ONLY WITH PGT INDUSTRIES PRODUCTS 70 TECHICILOGY • '••, •• •• • • • •NOKOMIS FL 34275 AL• UMINUM TUBE CLIPPED MULLION Series /Modek Spate: Sheet: Drawing No. Rev. MULLS 1 X 4 a1 5 6220 D Rift 159/06 BR 0 CHG. THIS SM. Rev KK. 58/06 C—ND CHG THIS SHT Drawn By P.J.P. 438/00 Description: 1 " STD. WALL, MULLION PROFILES 429 E L,eZ, P.E••• Structural • • P.O. SOX 1529 •NOKOMIS, FL 34274 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • CHART 1. - lx2x.125 TY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 CLIP TO OPENING CLIP TO MULL (2) A (2) B (1) B 60 70 80 90 100 110 120 130 160 (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 129 115 107 104 103 103 103 103 103 103 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 54 60 63 66 72 76 78 57 49 44 41 39 38 38 38 38 41 35 31 29 27 26 25 25 25 25 30 27 24 23 22 21 20 20 20 30 26 23 21 19 18 18 17 17 17 23 20 17 16 20 17 15 18 15 CHART 2. - lx4x.125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 170 170 157 143 134 127 124 122 122 122 170 160 141 128 119 112 108 106 106 106 170 145 127 115 106 100 96 93 92 92 142 120 120 102 111 94 88 75 105 ``90 83 65 95 87 81 77 74 72 71 81 74 59 74 69 65 63 61 68 63 53 49 60 46 57 55 44 42 59 53 40 72 60 53 47 43 39 37 35 33 31 59 50 43 38 35 32 30 28 27 24 41 35 30 27 24 22 20 19 18 16 . 38 32 28 24 22 20 19 17 16 • —• • 17 1 Vertical Mull Mull Length �Opening4 Width Horizontal Mull F Opening Wkth Mull Length Multiple Mu led Units MW! Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRL /E —FLEX, EMBED. (1 3/4") B. /12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • TO •• BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • Rev �.ey. 5730/06 D—N G AflS Silt •�%• • • • • R 578/04 C � CHANGES • •• • • • Drown By: IND ES P.J.P. 48/00 ••• • IWO TECHNOLOGY DRIVE "NOKOMIS, FL 34275 111$.0. BOX 1529 NOKOMIS, FL 34274 Denwiptbon: 1" STD. WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Serloo /Mode: Seale: Sheet Drawing No. MULLS NTS 5 of 5 6220 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • MIAMI CE COUNTY I OCT 1 5 4[01 y BY:-e_ -e -e -m e - ®- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT Cft NOTId' PGT Ind P.O. Box Noko • SCOPE This NOA su unde e 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 reserve 41,14 right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division Nat this product or material fails to meet the requirements of the applicable building code. %AIN • This product is approved as described herein, and has been designed to comply with the Flp .$adding ( Ae, including the High Velocity Hurricane Zone. • • • • • • • DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact• • • APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sideliste. kheets 1•kgrilh 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and soaJo4 by Robert 1_.. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Noce ofAcceptan•e• • number and expiration date by the Miami -Dade County Product Control Division. • CE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com MISSILE IMPACT RATING: Large and Small Missile Impact • • •••• • • • • •• • ••• • •• 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 revises NOA # 02- 0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file #02- 0927.13) 1. Manufacturer's die drawings and sections. 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02- 0927.13) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w\ sidelites, prepared by Fenestration Testing Laboratory,• Inc., Test Report No. FTL -2067, dated August 12, 1998, signedancl sealed y Gilbert Diamond, P.E. • • • • • • • • • • • 2. Additional test report on (submitted for hardware & glazing q jlj iiiion) **.•* (transferred from file #02- 0927.13) •••• • 1) Air Infiltration Test, per PA 202 -94 • •••• • • 2) Uniform Static Air Pressure Test, Loading pet frit 202 -94, • :•: 3) Large Missile Impact Test per SFBC, PA201 1'4 • • • • • 4) Cyclic Wind Pressure Loading per SFBC, PA;203 -44 • 5) Water Resistance Test, per PA 202 -94. . • •••• • • • 6) Forced Entry Test, per SFBC 3603.2 (b) and P* 0$ -94 • • • • along with marked -up drawings and installation diagram of an aluminum out • • • swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FM-1973 & k 1L -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14-00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTME - 1300 -02 E S�aS r . LIA fshaq L Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 • • • • • • E -1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", expiring on 03/04/09. E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26, 1999, issued by BBCO • • D. OTHER • • • • •• • •••• 1. This NOA revises NOA # 02- 0927.13. •.... • 2. E -mail correspondences dated May - September 2006 between PGQ•and BCCO.. 3. Manufacturer's "Quality Operation Procedure ", submitted per nleeth?g sumlp4ant: • dated January 26, 1999 (Note: This series FD -101 door is relatedThh flle 98- • 0506.02, requiring strict manufacturin g quality procedure edure to be 84) • • '..' 4. Prior related file NOA(s) 02- 0927.13, 01- 0417.06 & 98- 0506.02...... • • • E -2 • • •••• • • . .••• • • . St4.k 1. Ll►,,AcL 'shall 1. Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 36 1/8" MAX. 96" MAX. 33 3/8" MAX. DLO OXXO 71 3/4" MAX. 25" MAX. I 25" MAX. DLO I I~ DLO 36 1/8" MAX. _ 33 3/8" MAX. DLO LARGE MISSILE IMPACT DOORS .) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 — .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" ANNEALED) OPTION 2 — .402 (3/8 °) LAMINATED (3/16° HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3 — 7/16" LAMINATED (3/16° HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) • • • • • • OPTION 4 — 7/16" LAMINATED (3/16° HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STREIGTHENED) .) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) • • 3.) ANCHORAGE: THE 33 1/35 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUIIiT. •• •• ` ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER A DETAILS A, B, E & F, SHEET 3) HEAD — CONC (3), WOOD (7) SILL — CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS • 1 13 1/4° HINGE LOC. TYR 96° MAX. CENTERLINE HINGE LOC. TYP. 13 1/4" HINGE LOC. TYP. 85 /8" MAX. DLO TYP. 36 1/8" MAX. — 3.33/8 " MAX DLO 0 X 0 37 1/2° MAX. 25" MAX. DLO 36 1/8" MAX. 33 3/8° MAX. DLO II 2 POINT LOCK OPTION ® (ACTIVE) 39 /2" TYP. 6 1/2" MAX. 13 1/2° MAX. 0.C. • • •• • •• i • • • • • • • •' • ••• • FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHU1ItN REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 A ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION • • 6.) SEALANT TO 8E APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. • • • 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE, ?LOIDA, BUILDING CODE, 2004 EDTION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • 8.) CONFIGURATIONS: OXXO, OXO, QX, Q. X1. JS AND 0 • •• • y /hr •• • • ••• • •7• • • • •Robe Clore., IV? P #39712 Structural II II II I I II T I 1 i I 1 ACTIVE \DEAD —BOLT REM 32 / DOOR— S!DEUTE INTERSECTION (NOTE 6 & CLUSTER DETAILS C D, G & H, SHEET 3) A ANCHORAGE CONDmON HEAD — CONC (3), WOOD (7) SILL — CONC (6), W000 (7) TYPICAL ALL CONFIGURATIONS A2" MAX. 0.C. CONCRETE 13 1/2° MAX. 0.C. WOOD TYPICAL ALL CONFIG. OXXO & ,Q2CQ III) I 6° MAX. FAT •• 1NDus -Tams Revd By: F.K. Revsd By. F.K. Oats: 7/15/06 Da 9/22/06 Nevisions:E. ADD CONFIG REVISE ANCHORAGE Revtstons: ADD FTL -2612 & MISC. MARKED CHANGES Oran By: D.B. Date: 7/12/99 tlllreQf •III it�Ytii� e^8 Do•—edea.mgc,4 awls Description: ELEVATIONS OXXO & OX0 • • 1070 TECHNOLOGY ORNE • NOKOMIS,. FL 34275 •• • P.O. BOX 1529 NOKOMIS FL 34274 Titre: ALUMINUM FRENCH DOOR IN/ SIDELITES Series /Model FD -101 Scats: NTS Sheet of 9 Orating No. 972 Rev. F ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • • • • • • • • • • •• •• ACTIVE I I I I 1 CO I 0 INACTIVE //' � / / / DEAD —BOLT (!EM 32 SLIDE BOLT REM 21' \, CTNE) (INA TOP & BOT. � AN 2 POINT LOCK OPTION REM 41 (ACTS) II MIME ,IN LARGE MISSILE IMPACT DOORS .) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 — .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" ANNEALED) OPTION 2 — .402 (3/8 °) LAMINATED (3/16° HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3 — 7/16" LAMINATED (3/16° HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) • • • • • • OPTION 4 — 7/16" LAMINATED (3/16° HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STREIGTHENED) .) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) • • 3.) ANCHORAGE: THE 33 1/35 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUIIiT. •• •• ` ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER A DETAILS A, B, E & F, SHEET 3) HEAD — CONC (3), WOOD (7) SILL — CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS • 1 13 1/4° HINGE LOC. TYR 96° MAX. CENTERLINE HINGE LOC. TYP. 13 1/4" HINGE LOC. TYP. 85 /8" MAX. DLO TYP. 36 1/8" MAX. — 3.33/8 " MAX DLO 0 X 0 37 1/2° MAX. 25" MAX. DLO 36 1/8" MAX. 33 3/8° MAX. DLO II 2 POINT LOCK OPTION ® (ACTIVE) 39 /2" TYP. 6 1/2" MAX. 13 1/2° MAX. 0.C. • • •• • •• i • • • • • • • •' • ••• • FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHU1ItN REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 A ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION • • 6.) SEALANT TO 8E APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. • • • 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE, ?LOIDA, BUILDING CODE, 2004 EDTION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • 8.) CONFIGURATIONS: OXXO, OXO, QX, Q. X1. JS AND 0 • •• • y /hr •• • • ••• • •7• • • • •Robe Clore., IV? P #39712 Structural II II II I I II T I 1 i I 1 ACTIVE \DEAD —BOLT REM 32 / DOOR— S!DEUTE INTERSECTION (NOTE 6 & CLUSTER DETAILS C D, G & H, SHEET 3) A ANCHORAGE CONDmON HEAD — CONC (3), WOOD (7) SILL — CONC (6), W000 (7) TYPICAL ALL CONFIGURATIONS A2" MAX. 0.C. CONCRETE 13 1/2° MAX. 0.C. WOOD TYPICAL ALL CONFIG. OXXO & ,Q2CQ III) I 6° MAX. FAT •• 1NDus -Tams Revd By: F.K. Revsd By. F.K. Oats: 7/15/06 Da 9/22/06 Nevisions:E. ADD CONFIG REVISE ANCHORAGE Revtstons: ADD FTL -2612 & MISC. MARKED CHANGES Oran By: D.B. Date: 7/12/99 tlllreQf •III it�Ytii� e^8 Do•—edea.mgc,4 awls Description: ELEVATIONS OXXO & OX0 • • 1070 TECHNOLOGY ORNE • NOKOMIS,. FL 34275 •• • P.O. BOX 1529 NOKOMIS FL 34274 Titre: ALUMINUM FRENCH DOOR IN/ SIDELITES Series /Model FD -101 Scats: NTS Sheet of 9 Orating No. 972 Rev. F ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • • • • • • • • • • •• •• 9 XX ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER A DETAILS A, 8, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 85 1/8° MAX. DLO LINE rE ON 33 3/8" MAX. 36 /8" DLO MAX. WIDTH X 37 1/2" MAX. 25" MAX. DLO 85 1/8" MAX. DLO TIP. 96° MAX. A 13 /2" MAX. O.C. WOOD OR CONCRETE TYPICAL &A1�1 XO OR OX (XO SHOWN) 37 1/2" MAX. 25" MAX. DLO 36 1/8" MAX. _ 33 3/8" _ MAX. DLO 85 1/8° MAX. DLO TIP. 96° ACT 59 1/2" TYP. 6 1/2" MAX. 13 1/2" MAX 0.C. —1 • •• ••• • • r . • .. • • • 1 • • • • •I • • -T • 13 1/2" • • MAX., 0.C. A 21' MA( O.C. CONCRETE 13 1/2" MAX. 0.C. W000 96° MAX. HEIGHT • •• •• /7 ow 1 25" MAX. I J/4 I MAX. _,__ 25° MAX. DLO \. —� 13 1/4" HINGE LOC. TYP II \ 1 \ II / \ \ 1 1 .� �, ^ \V- 1 1 I I I ! H/ 1-,� 2 P01NT \ LOCK OPTION -r '- .1--=__ 85 MAX DLO 4X 1/8" • ACTIVE ' •11 ITEM ; / / / / / / DEAD -BOLT ITEM 32 \ \ \ \ ITEM 21 \ (INACTIVE) TOP & BTT. \ ®2 POINT LOCK OPTION REN 41 (ACTIVE) / / / / / / / t CENTEI HIM LOC A1 / — 13 1/4" HINGE LOC. 7YP. / \ ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER A DETAILS A, 8, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 85 1/8° MAX. DLO LINE rE ON 33 3/8" MAX. 36 /8" DLO MAX. WIDTH X 37 1/2" MAX. 25" MAX. DLO 85 1/8" MAX. DLO TIP. 96° MAX. A 13 /2" MAX. O.C. WOOD OR CONCRETE TYPICAL &A1�1 XO OR OX (XO SHOWN) 37 1/2" MAX. 25" MAX. DLO 36 1/8" MAX. _ 33 3/8" _ MAX. DLO 85 1/8° MAX. DLO TIP. 96° ACT 59 1/2" TYP. 6 1/2" MAX. 13 1/2" MAX 0.C. —1 • •• ••• • • r . • .. • • • 1 • • • • •I • • -T • 13 1/2" • • MAX., 0.C. A 21' MA( O.C. CONCRETE 13 1/2" MAX. 0.C. W000 96° MAX. HEIGHT • •• •• 6 1/2° MAX. 13 1/2° MAX. 0.C. k A2 ° J_ MAX. 0.C. CONCRETE DOOR- SIDEUTE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C,0.G &H,SHEET3) A ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 13 1/2" MAX. 0.0. WOOD 6° MAX I -� 6° MAX. • • • • . • • • • • • • • ��' 7 • • • • • • • % / • • • • 1070 TECHNOLOGY DRIVE • • • • • 1 • • • • • NOKOMIS, FL 34275 6° Mods. • • 'obert•L• Clark, 4.€.• • • • • • • • • PE 39712 • • P.O. BOX 1529 Structural NOKOMIS, fl. 34274 INDUSTRIES Roved BY FK. Reuse By F.K. Drown By: D.B. Description: Date: 7/15/06 9/22/06 o: 7 12/99 RertsionaE -NEW SHT. ADD XX, X, X0, OX, 0 Revisions: F- REVISE ANCHORAGE `iii Saal>�1 OWN ELEVATIONS - XX, X, XO, OX AND 0. Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series/Um/eh Scats: Sheet Drawing No. Rev: FD -1o1 NTS 2 of 9 972 F ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ACTIVE II \. II \ II / \ \ 1-,� 2 P01NT \ LOCK OPTION ry A1, ITEM 41 \ACTH J ✓ DEAD --BOLT/ •11 ITEM ; 11 / 11 / 11 / 11 / / / t / 1 , 6 1/2° MAX. 13 1/2° MAX. 0.C. k A2 ° J_ MAX. 0.C. CONCRETE DOOR- SIDEUTE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C,0.G &H,SHEET3) A ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 13 1/2" MAX. 0.0. WOOD 6° MAX I -� 6° MAX. • • • • . • • • • • • • • ��' 7 • • • • • • • % / • • • • 1070 TECHNOLOGY DRIVE • • • • • 1 • • • • • NOKOMIS, FL 34275 6° Mods. • • 'obert•L• Clark, 4.€.• • • • • • • • • PE 39712 • • P.O. BOX 1529 Structural NOKOMIS, fl. 34274 INDUSTRIES Roved BY FK. Reuse By F.K. Drown By: D.B. Description: Date: 7/15/06 9/22/06 o: 7 12/99 RertsionaE -NEW SHT. ADD XX, X, X0, OX, 0 Revisions: F- REVISE ANCHORAGE `iii Saal>�1 OWN ELEVATIONS - XX, X, XO, OX AND 0. Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series/Um/eh Scats: Sheet Drawing No. Rev: FD -1o1 NTS 2 of 9 972 F ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• COMPARATIVE 3/8" LAMI CONFIG. ANALYSIS (3/16" HEAT TABLE 1. - GLASS OPTION 1 STRENGTHENED .090 PVB 1/8" ANNEALED) HEIGHTS WIDTH 79.750 83.750 87.750 91.750 95.750 0 30.000 +75.0 -75.0 +75.0! -75.0 +75.0' -75.0 +75.01 -75.0 +75.0, 33.000 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +74.21-74.2 +71.9; -71.9 38.125 +75.0 -75.0 +75.0. -75.0 +71.5 -71.5 +67.8 ` -67.8 +64.4 +75.01 -64.4 -75.0 X 37.500 +75.0 -75.0 +75.0 . -75.0 +75.0 -75.0 +75.0 j -75.0 )0( 71.750 +75.0 -75.0 +75.0! -75.0 +75.0j -75.0 +75.0 ( -75.0 +75.0, -75.0 OX, X0, 0X0, 0)0(0 DESIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTIONS 2, 3 AND 4 3/8" LAMI (3/16" HEAT STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) 7/16" LAMI (3116" HEAT STRENGTHENED .090 PVB 3/16" ANNEALED) 7/16" LAMI (3/16" HEAT STRENGTHENED .090 PVB 3/16" HEAT STRENGTHENED) CONFIG. HEIGHTS WIDTH 79.750 83.750 87.750 91.750 95.750 0 36.125 +75.0 , -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 X 37.500 +75.01 -75.0 XX 71.750 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01-75.0 +75.01 -75.0 +75.0; -75.0 +75.0 -75.0 OX, X0, OXO, 0)000 DP (ALL HEIGHTS TO 95.750) +75.0 ! -75.0 +75.0 -75.0 1 8 MAX. --I I-- 4" MAX. DETAIL A (ASTRAGAL HEAD) CONCRETE SUBSTRATE 8° 4. MAX. f-- 4 • MAX. MAX' NOTES: 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. A 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3.) GENERAL DAY UGFIT OPENING (DLO) HEIGHT = DOOR HEIGHT -10 7/8 ". SIDELITE DLO WIDTH = SIDEUTE WIDTH -2 3/4 °. DOOR PANEL DLO WIDTH = PANEL WIDTH -12 1/2 ". 4.) THE DP FOR XQ, 9 . QXQ AND OXXO DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDEUTE (Q) COMPONENT. 5.) APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD. A. 1/4" ELCO TAPCON B. 1/4" ELCO SS4 CRETE -FLEX C. #12 STEEL SCREW (05) 6.) ANCHORAGE: ANCHOR TYPES A OR 8 IN CONCRETE. ANCHOR TYPES A, B OR C IN WOOD. HEAD & SILL 6 1/2° MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. ANCHOR TYPES A OR B CONCRETE SUBSTRATE; HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERUNE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR -SIDEUTE INTERSECTION: 4" MAX. ON SIDEUTE SIDE AND 4° & 8° MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR -SIDEUTE INTERSECTION: 4 °, 8" & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS B & D. SIDEUTE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. DOOR JAMBS: 6" MAX. FROM CORNERS AND 21" MAX. 0.C. ANCHOR TYPES A. B OR C WOOD SUBSTRATE* HEAD AND SILL AT ASTRAGALS: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERUNE TOTAL (7). SEE DETAILS E & F. HEAD AND SILL AT DOOR - SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. ON SIDEUTE SIDE AND 4 ", 8 ", 12. & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. DETAIL C (DOOR - SIDELITE HE.D) • • •• DETAIL B (ASTRAGAL SILL) X •• 12" MAX. I 8° MAX. 12 MAX. 8° MAX. h- 4° MAX. X DETAIL E (ASTRAGAL HEAD) 16" MAX. 12 MAX. 8 MAX. --i 4° MAX. DETAIL G (DOOR - SIDELITE HEAD) WOOD SUBSTRATE 12° MAX. 8" 4 MAX DETAIL F (ASTRAGAL SILL) • • 4 - .--r -1- • • • • • • • • • • • • • • • • ••• •• • • • • ••• 4° MAX.• • • • • • DETAIL D (DOOR- SIDELITE SILL) • •• •• 16" M4U• -F I --I -- 4" MAX. 12 8 MAX. DETAIL 11 (DOOR - SIDELITE SILL) // �✓� INDUSTRIES • *Robert Clark,R'.ES • • • p{► 1J9713 • Structural ••• 1 1070 TECHNOLOGY DRNE • NOKOMIS. FL 34275 • • P.O. 80X 1529 • NOKOMIS, FL 34274 Reved 8y: Dote: Revisions: E- CONDENGE TABLES F.K. 7/15/06 k REVISE ANCHORAGE Revsd Sr Date: RaistonxF- REVLSE TABLES & F.K. 9/22/06 11-D ANCNDBAGE ALB! DETAILS Drawn Ny O.B. 72/99 Paomeminizo d.` afteraikaNkattaLkoA try.. 1110410 DescNptk DESIGN PRESSURE TABLES rue ALUMINUM FRENCH DOOR W/ SIDELITES Series/Mode Scale: Sheet Droning No. - Re ro -tot NTS 3 a 9 972 F ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• li3/16° HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 1/8° ANNEALED 3/16° HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8' ANNEALED .437 i_ f �I I .437 3/16° HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8° HEAT STRENGTHENED 3/16' HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 1/8' HEAT STRENGTHENED --tF3/16' HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16° ANNEALED 3/16° HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 3/16° ANNEALED 1.1 III -I �I .437 EXTERIOR ® I I ®TER10R ■� I I EXTERIOR EXTERIOR EXTERIOR EXTERIOR DOOR GLAZING OPTION 1 .402 (3/8") LAMINATED 3/16° HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 3/16° HEAT STRENGTHENED .271 SIDELITE$ 3/16° HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 3/16° HEAT STRENGTHENED °e ° EXTERIOR ICI A EXTERIOR DOOR S!DELITEE GLAZING OPTION 4 7/16" LAMINATED OOR SIDELITE$ GLAZING OPTION 2 402 (3/8") LAMINATED DOOR SIDELITE$ GLAZING OPTION 3 7/16" LAMINATED NOTE:INTERcLAYER MAY BE DUPONT BUTACITE PVB OR SOLUTIA SAFLEX /KEEPSAFE MAXIMUM. •• .•• • • • •• • • •• •• • . • • • • • • • • • • • ••• • REFERENCE TEST REPORT: FTL -2067 • • • • • •• • • • •• • • • • do • • • ��• • • • • • y `i/ • • • • • •Robe:• L. Clark PE. PE #39712 Structural • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T INDU ES •• Reese 9y: F.K. Rend 8y F.K. Doti 7/15/06 Date: 9/22/06 Revisions: E —NO CHG THIS SHT Revkkne: F—ADD SOLURA & EXT. Oravm 8y: D.B. 72/99 •SeauCrUEY1S6D CrIng with the Florida Neggyal a..�4 Ore Descriptbm GLAZING DETAILS 1070 TECHNOLOGY DRIVE • NOKOMIS; FL 34275 •• • P.O. 80X 1529 NOKOMIS, FL 34274 7910: ALUMINUM FRENCH DOOR W/ SIDEL/TES Series /Model: F0 -101 Scale: NTS Suet: 4 of 9 0rmdng No. 972 Rev: F OUTSWING _EXTERIOR SEE SHEET 3 FOR ANCHORS ROUGH OPENING . DL OXXO OUTSWING 68.264 OVERALL PANELS 25° MAX. INTERIOR DLO 71 3/4 sztn .830 OUTSWING 3.100 EXTERIOR ACILff 37 1/2 33 3/8 MAX. DLO SEE SHEET 3 FOR ANCHORS ROUGH OPENING 96 MAX. HT Cfi SIOELIT SEE SHEET 3 FOR ANCHORS 1/4 MAX. 7.. r SHIM TYP. '- 1 � OPENING 4.000 4.000 93.615 DOOR HT. lila OUTSWING 0 X INTERIOR OUTSWING 3.000 L 37 1/2 25 MAX. 1 DLO 1.480 h k .890 EXTERIOR • • • • .• •• HORIZONTAL SECTIONS •• ••• • • • • • • • •• ••• •• „• ROUGH OPENING • • • • • • • • • • • • • • 85° MAX DLO 0 1.479 1.489 3.100 112 W' 1.479 5.459 4.586 85 1/8 MAX. DLO THRU SIDELITE ed- ni .750 I— 3.000 �� ROUGH OPENING VERTICAL SECTIONS Revd by: Date F.K. 7/15/06 Rend By: Data F.K. 9/22/06 Shawn By: D.B. 7/112/99 Description: SECTIONS ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • P.O. BOX 1529 NOKOMIS, FL 34274 119 F— 3.100 Revisions: E —ADD X & XX SECT. Rertebne: F -ADD IIEM 7 & INMOUCMCVISED IA* the nod& 9 �w Ieq 1k ALUMINUM FRENCH DOOR W/ SIDELITES Series /Yodel- Scola Sheet: Drawing No. FD —lot NTS 5 of 9 972 Rev: F DQZIL• A•• • •. • •• •• • • • • • • • • .. • • • ••• • • •• • • A ITEM DESCRIPTION DOOR HEAD /SILL (AL. 6063- T5/.062 WALL) DOOR JAMB (AL 6063- T5/.062 WALL) DOOR ASTRAGAL INT. (AL. 6063- T5/.062 WALL) 4 .250 x .187 FINSEAL W -STRIP WSTP. CHANNEL (AL. 6063 -T5 /.050 WALL) FRAME JAMB AL 6063- T6/.050 WALL) FRAME HEAD AL 6063- T6/.050 WALL) 1 1/2x 1» PAD Outsw. Thresh Id AL. 6063- T6/.062 WALL) 5/16x18 R D ROD 2 3 5 6 7 8 9 10 V. T. 0 60375 60376 60377 679246 60379 60,380 60411 VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX VENDOR 1! AF -10375 AF -10376 AF -10377 F57924 -167 AF -10379 AF -10380 AF -12376 61069 ALUMAX 61110DA 11 12 13 14 Truss Clamp (AL. 6063- T5/.062 WALL) 5 /16x1 /16 TRUSS WASHER 5 16x18 TRUSS NUT FAME SCR. COVER CAP 60378M FASTEC INDUSTRIAL ALUMAX AF -12375 AF -10378 7WASHA 7JNUTA FASTEC INDUSTRIAL FASTEC INDUSTRIAL 15 16 STRIKE PLATE STRIKE PLATE INSERT 10x3/4 SCR. FLT. HD. PHIL HINGE ASSY. 10x.625 SCR. FLT. HD. PHIL 41722W 7955X POT INDUSTRIES CAMCORP 41722W 17 18 19 20 21 22 23 24 25 26 10x1 2 SCR. FLT. HD. PHIL TOP BOTT. SLIDE BOLT LOCK (INACTIVE PANEL) 6x1 2 RT. HD. PHIL. 8 x 1 SCR. PAN HO. QUAD. 6x7/8 SCR. FLT. HD. PHIL LOCK SUPPORT ASSY. 6x3 /4 FLT. HD. PHIL .200 x .190 QLON .375 x .190 OLON 41721 710344 7FRMOW 71058FP 770X12PPW PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER 41721 41720 POT INDUSTRIES 41720 7612FW MERCHANTS FASTENER 78IPQA 7PWSWA 4UBLOK FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES 27 28 7634E 6Q200K 6Q30OW FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. 4UBLOK 200X190 75x190 29 30 31 32 33 .34 3 POINT LOCK ASSY. (ACTIVE PANEL) LOCK (ACTIVE) LOCK (DUMMY) DEAD -BOLT LOCK Rolled Alum. Glaz. Bead SILICONE FD3PTAY 7LOKAP POT INDUSTRIES FD3PTAY HARLOCK 7LOKIP 7BLT1P 65163 62899C HARLOCK 100 HARLOCK 820 FLORIDA SCREEN 05 -163 35 SIVELITE JAMB (AL 6063 -T6 /.050 WALL) 60381 36 SIDELHE HEADER (AL 6063- T6/.075 WALL) 60414 37 SIDELITE BOTTOM RAIL (AL. 6063- T6/.075 WALL) 80415 38 .402 Laminated (.187 HS/.125 Annealed w/ Dupont Butacite PV8 or Solutio Sat7ex /Keepsafe Maximum Inner Layer) SEAM SEALER 40 SIDELITE JAMB ADAPTER (REINFORCEMENT) 661641 W 4 i 2 POINT LOCK OPTION (ACTIVE PANEL) 7978LAB 42 118 x .750 Ph. Fl. Tek 7834FPT 43 .402 Laminated (.187 HS /.125 HS w/ Dupont Butaclte PV8 or Solutia Safiex /Keepppsafe Maximum Inner Layer) 44 DOOR ASTRAGAL EXT. (AL 6063- T5/.062 WALL) 16984 45 7/16" Laminated (3/18" HS & 3/16" Annealed 39 DOW CORNING.899 OR EQUMV. ALUMAX AF ALUMAX ALUMAX PPG. LOF -10381 w/ Dupont AF -10414 AF -10415 SCHNEE/MOREHEAD ALUMAX SULLNAN & ASSOC. SPENCER PRODUCTS PPG. LOF SM5504 AF -11641 Butacite PVB or Solutia Satiex /Ke% a Maximum nner Layer) 46 7/16" Laminated (3/16 HS & 3/16° HS w/ Dupont Butacite •NlB or Solutia Saflex /Keepsofe Maximum Inner Layer) 47 FILLER HEAD ADAPTER DRIP CAP (AL 6063- T6/.050 WALL)16533016 ALUMAX KEYMARK PPG LOF 1154 45626 INDUSTRIES • • • • • q • / G e • • • 1070 TECHNOLOGY DRIVE • • • • • 0 NOKOMIS, FT. 34275 • • ,Robe; t. Clark.P•E• • • P.O. BOX 1529 P #39712 NOKOMIS. FL 34274 Structural Raved Eb^ F.K. Revsd Byo F.K. Drown 0y: D.B. Date: Revisions: 7/15/06 E— REMOVE QTY. COL Dote: RAF -ADD 17EM 47 CLEARIFY LOCKS 41 & 21 9/22/06 %12/99 immIL7aVI1ia/ =with t\eFbrMe Ilaiperee 080. g 11•111raibm Deep 4w ,s Description: BILL OF MATERIALS Title: ALUMINUM FRENCH DOOR W/ SIDELITES Swiss /Node. FD -101 Scalev NTS Sheet: 6 or 9 Drawing No. 972 Pew F • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 1.750 .062 -- a 1 DOOR PANEL HEAD & SILL 1 6063 -T5 ALUM. .050 250 -J L OWEATHER STRIP CHANNEL 6063 -T5 ALUM. HINGE EXTRUSION 16 6063 -T5 ALUM. 4.100 1.750 .062 — 2 ODOOR PANEL JAMB 6063 -T5 ALUM. .125 1.500 .750 I-- 11 TRUSS CLAMP 6063 -T5 ALUM. 4.100 1.750 .062 — DOOR PANEL, 3 INTERIOR ASTRAGAL 6063 -T5 ALUM. 4.675 4.675 1.750 4.100 DOOR PANEL, EXTERIOR ASTRAGAL 6063 -T5 ALUM. 3.000 Th48°T .050 1.272 1.479 1 .050 1 1.489 O 7FRAME HEAD 6063 -76 ALUM. •• .•• • • • • • •• • • • • • • •• ••• • • •h s• • •• 3.000 OOUTSW4ING THRESHOLD 6063 -T6 ALUM. O 6FRAME JAMB 6063 -T6 ALUM. • • i, • . • • ••• • • • • • • }r 7 d6• • • RNe: 1070 TECHNOLOGY DRNE • • • • to NOKOMIS, FL 34275 ALUMINUM FRENCH DOOR W/ SIDEL1TES • • • • • • • • • • • • +• •• • • • • • • . •Robb t. Clark. • P! • P.O. BOX 1529 PEE 09712 Reeved By. bate ReWatonz F.K. 7/15/06 E— UPGRADE ALLOY,6,7&9 Revel By Bata: Revtslonx F.K. 9/22/06 F -NO CHG THIS SHT INIMMICinvites =4.a•b• ike FNaida >WMr•ee1r. -4 Dw 7c441 i 4010f3" i le+ L Lla., War Drown by F.K. 9 /9/02 Description: EXTRUSIONS PROFILES, DOORS Structural NOKOMIS, FL 34274 So es /Model• Scare: Sheet: Ora,tng No. Rev: FD -101 NTS 7 of 9 972 F ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • 0 • •• •• • • • •• •• ••• • • • 00• • • O 7 SIDELITE BOTTOM RAIL 3 6063 -T6 ALUM. -r .750 —I .830 r 2.980 SIDELITE JAMB ADAPTER 6063 -T6 ALUM. 5.459 3OSIDELITE HEADER 6 6063 -T6 ALUM. 3.655 }- .062 3.111 ( .8901 .050 3.000 —1.578 --I SIDELITE JAMB 35 6063 -T6 ALUM. 1.400 i • • • •- -"•T -Y • . •1• • • • • • • • • • A• �/1 • • • .• • • • • • •• • • • • • • • • •• / ••• • •i 0 ® 7 FILLER HEAD ADAPTER O 6063 -T6 ALUM. 50 •t• i • ••• INDU Raved Sy F.K. Rend By: F.K. Dram tic F.K. Dote: 7/15/06 09/22/06 %s /02 Revtslmre: E— UPGRADE ALLOY, ALL Revisions: F -AOD ITEM 47 nisecremmsto MedM boobs � Ii !� alga �AN .. 1111bMo D X EXTRUSIONS PROFILES, SIDELITES • • • • • 1070 NOKOMISNOFL 34275 • Rohl 9712• •e Structural • • A.O. BOX 1529 NOKOMIS FL 34274 nw: ALUMINUM FRENCH DOOR W/ SIDELITES Sertes /Model: Scale: Sheet: Maw og No. Rev. FD -101 NTS 8 a 9 972 F ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • } 1 3/8" MIN. 1x WOOD BUCK (SEE NOTE 2) CONCRETE ANCHOR (SEE NOTE 1) TYP. HEAD WOOD ANCHOR (SEE NOTE 1) 1 ° MIN. 1/4° MAX. SHIM JAMB CONCRETE ANCHOR (SEE NOTE 1) 1/4° SHIM 1 3/8° MIN. 2x (SEE NOTE 2) • WOOD ANCHOR (SEE NOTE 1) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) 1/4° MAX. SEE NOTE 4 1 3/r MIN. '. I I . • 1 ., :V" •. TYP. SILL WOOD ANCHOR (SEE NOTE 1) TYP. HEAD 1 1/4• MlN. 4 1/4° MAX r SHIM 1/4° MAX. SH M --{ 1- TYP. JAMB /12 EH SMS AT JAMB SPACI (SEE NOTES 6 & 7, SHT. TYP. JAMB /SIDELITE 1/4° MAX. SEE NOTE 4 TYP. SILL 2x WOOD BUCK (SEE NOTE 2) } 1 3/8" ! F I, . • MIN. 1x WOOD BUCK (SEE NOTE 2) 1/4° SsH CONCRETE ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) . 1 3/8° wit .4', It•': • .LI. . 1x WOOD BUCK I • '•U • °. (SEE NOTE 2) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE —FLEX. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05), 1/4° ELCO TAPCONS OR 1/4» 5S4 CRETE —FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS. WHERE REQUIRED. TO BE #12 TRIMFIT HEAD. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. TYP. SIDELITE SILL 1 3/8" MIN. 1 3/8° MIN. 2x WOOD BUCK (SEf NOTE 2) 1/4° { MAX. SHIM W000 ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE SILL 2x WOOD BUCK (SEE NOTE 2) 3. WOOD BUCKS LESS THAN 1 1/2° THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. • • • ••• • • • • • • • Raved B Dots: Revisions: Ir F. 7/15/06 E— REVISE ANCHORAGE • • • �1 • / • Ra sd By. Orate: Revisions: • ! • ••• • • • ! • !�! • F.K. 9/22/06 F—NOTE 1 EDGE DIST. Omwn By: Date: INDUSTRIES D.B. 7/12/99 • • • • • • • • • • • • • • . 7 o• : : 107N0 O KTOMHNO3Y 4 2DE • • • • • • • • • • • • - • beri I• Clark.l'.E• • • P.O. BOX 1529 • • • • • • • Pjf39712 • • NOKOMIS, FL 34274 Description: ANCHORAGE ALUMINUM FRENCH DOOR W/ SIDELITES UellOewlit die FisriM Maim Series /Modal Seat* Sheet Drawing No. Rev. FD —tor NTS 9 ar 9 972 F ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI. COUNTY MIAMI -DADE COUNTY, FLORIDA BY :ppp ---- ov-- -o -m METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) I I W ION EPTANCE (NOA) 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 wwww.bulldinacodeonline.cam Th is de be issued finder 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 (ouuty Product Control Division that this product or material fails to meet the requirements of the applicable t tfildiflg cods' • • • This product is approved as described herein, and has been designed to comply with t1; k irida Building • • Code, including the High Velocity Hurricane Zone. •••• • • DESCRIPTION: Series HR-710 Aluminum Horizontal Roller Window -LMI • " "• • • APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Rolle; yfi lbw, In?pjj ",`, sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by.Robert L. £lark, • • P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acc,eptree, • • • number and approval date by the Miami -Dade County Product Control Division. • • • • • • •• • ••• • • • MISSILE IMPACT RATING: Large Missile Impact Resistant 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 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. •• 5:64%6' 0 NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBE.2A(, preDasad by PGT Engineering, dated 10/26/06, signed and sealed by Robert Ir Clark, P.E. • Complies with ASTM E1300 -98 and 02 •• • • • • •••• • • • • . • • • .• • •••• D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER1'll+'1CATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPo • • • • • • • • •• • .... • •• • •••• • • nt Del ndo.drs for•IDu nt . . Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. • • • • • • • • • • F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Jaime D. Gas on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 516° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI 1G: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16° LAMI IG: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYE... K. 13/16" LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1!' 4.!R SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 'L 13/16° LAMI 10: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1,4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/K EEPSAFE MAXIMUM PVB INTERLAYER, 2. CONFIGURATIONS: (".: X , XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858 AND FTL-4859. ELCO TEXTRON NOA 04-0721.01, 03-0225.0a • • • • • • • ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL • • • • •• • • • • ••• • • • •• 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMpSY W1aoi1E Ael1IREgpENTi OG:THIciLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • ••• • ••• NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Dats • • • • • • • Re,sa9Y F.K. Dals 10/17/06 RarL•!mx CHANGE TOASTME 1300-02 • • • • • • • RersdaY F.K. ,» 5'13/06 ••• • • ADD AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 7 & NOTE 8. OfeanaT W,0 Ceadredfr pale. F.K. 2/28/06 J.J. 3/23/06 • • • • • R11• TECHROLOOODRRE •1OKORPS/FL 34275• •• • F.O. SOX 152e NOK4tAIS, FL 34274 Visibly Better GENERAL NOTES rua ALUM. HORIZONTAL ROLLER WINDOW, IMPACT semverame HR710 NTS Sheet 1 a, 11 4127 -10 /e/zr- Robert L. Clark. P.E. PE 639712 Structural •• • • • • • • • • • • • • • • •• •• • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 0 ��• , 1/2" NOM. FI, GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED 5/16° OR 3/8° AIR SPACE 1/8° OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. • • ••• • • • • • • • • 13/16" LAMI IG GLASS W/ 5/16" LAY • • • • 66,67,68,69,70,71 \I 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED Rer[vtma • 3/16' OR 1/4' AIR SPACE 1/8° or 3/16' ANNEALED (MIN.) GLASS 13/16° NOM. ;3/16" LAMI IG GLASS W/ 7/16" LAMI •• ••• •• • • • •• • • • ••• • ••• Rev4B F.K. Rarsew F.K. 10/17/08 5/13/06 S Rerblas A NO CHANGE 778S SHEET • • • • • • • • • • • • • ADD AIR SPACE DIM. TO LAMI IG DETAILS. • Pawn ay AK � 6/O6 onaier J.J. X06 • • • TE ,�'L LO 355275 • G ct �OK • • P.O. ObX 1529 NOKOMIS, FL 34274 • • Visibly Better Dearriga GLAZING DETAILS 7168: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sarovROaet HRTIO Full Shoe 2 a 11 Omen o 4127 -10 10/4 Robert L. Clerk, P.E. PE 839712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 0• • • (XOX 1/4,1/2,1/4) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 +52.1 -52.1 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 113,113,113) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" TABLE 2. WINDOW WIDTH GLASS TYPE 63" 60" A,B,G,H +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 -75.00 26" 1 36" 1 38 3/8" I 48" I 50 5/8" I 54" I 60" 63" TO 86 7/16" A,B,C,G,H,I -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 -75.0 (OX AND ,XO DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72„ A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 - 70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 - 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTI. -4859 (OX& XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) F S118"'L' v IC,f�'-1( / " R:/1Q'A, /t6" OR 3/8" AIR SPACE, 5/16" LAMI- (1/8"A, .090,1 /8 "HS) 1' 13/16" j4M`I 1/C II,CA'416" OR 3/8" AIR SPACE, 5/16" LAMI- (1 /8 "I-IS, .090,1/8 "HS) J• 13116; j, MrI X1/8' jet 116••A,,341t" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"A) K. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3 /16 "HS) • • -• • • • • • Rend Br F.K 10/17/06 • • • REVISE DP TABLES TOASTM E 1300-02 • • • • Reader F.K. tem 5/13/06 A • • ADD AIR SPACE DIMENSION GLASS TYIES D THRL•L • ore.eey F.K. mb: 2/28/06 ctmc4eney, J.J. 3/23/06 •• • • • • 1070 TECHROLOGY ORIe0 • :OKOIA, 35275 • • • P.O. •OX 1529 • NOKOMIS. FL 34274 • Visibly Better aesatftot DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS ' 11 4127 -10 /7/Z:- Robert L Clark, P.E. PE 639712 Structural ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 251/8° MAX. DLO VENT 49 314° MAX. DLO FIXED Rood By 0 111° MAX WIDTH DETAIL B - XOX (1/4-1/2 -1/4) 33 9/16° MAX. DLO FIXED 33 9/16° MAX DLO VENT 57 318° MAX DLO ALL FIXED LITES •• ••• • • • • • • • •• • s ...e • • • • • • • • •• ••• •• • • • •• 74° MAX. WIDTH 56° MAX 63" DLO ALL MAX VENTS HEIGHT ALL CONFIG. a • • • • • • • • • • • DETAIL A - OX OR XO • • ••• • ••• 25118° 25118° MAX. DLO MAX. DLO VENT FIXED 86 7116' MAX WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS Read Br F.K 10/17/06 Revffifmrs 8 NO CHANGE THIS SHEET Rend, F.K. Den 5/13/06 A NO CHANGE THIS SHEET • • • • • • • • • • • • • • • ••• • • Ram 0/r FJC 2/28/06 Checked By J.J. 323/06 • • • iGN� �� • • P.O.10X 1529 • NOKOMIS. FL 34274 •• Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/46x. HR710 NTS Shaw 4 m 11 4127-10 Rev 13 fi bert L. Clark, P E. PE #397i2 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IF- MAX. FIXED DLO --I MAX. WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) 39 OPTIONAL SECTION C-C (VERTICAL SECTION) INTERIOR INTERIOR EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX) •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • VIEW D-D (FRAME CORNER CONSTRUCTION) SEALANT OR GASKET AT HEAD AND SILL litr Rend fir F.K Rea 9y F'.K maa 10/17/06 5/13106 Ra.ek„ R o= B Revision.: • • NO CHANGE THIS SHEET NO CHANGE THIS SHEET • • ••• •, ••• • • • • • • • • • • r 1070 TE0 7OLO0Y DINE • • • • • NOKO•IIS, FL•427! • II-- • • • • • •• • • P.O•BOX 1528 • NOKOMIS. FL 34274 • Drawn ey F.K oar. 2726/06 mack i5y J.J. 3/23/06 Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Swrovuomr HR710 Half a 11 4127 -10 Rar B Robert L. Clerk, P.E. PE #39712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWC# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "HS, .090 PVB,1 /8"HS) SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 13/16" LAMI IG- 1/8 "A, 1/4" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16 "HS) #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 13/16" IAMI 103/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) SASH STOP COVER (SASH STOP) 6063 -T5 AL 13/16" IAMI IG3 /16"A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3/16" HS) 6 4136 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE 7/16" IAMI (3/16 "HS, .090 PVB, 3 /16 "HS) FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEB' HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 1624 7PAD1626 13 4002 A FLANGE FRAMEJAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEEITNGRAIL 6063RD -T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250X .270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS -TEAL 64006 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDERAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 616836 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L ORR 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB (THIN) 6TP248K 53 4039 B GLAZINGBEAD -5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16 "W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZINGBEAD - 7/16" W /GRIM, KIT 6063 -T5 AL 6985 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" IAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • • • • • • • • • • • • 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) : • • • . . . • • 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) • • • • • 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) • • • • • • • • • • • • 66 13/16" IAMI IG- 1/8 "A, 318 "AIR SPACE 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8"A) 67 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) F.K. wmmex mm: cnacrsac:. ame,. F.K. 2/26/06 J.J. 3/23/06 1ala TE OLOO�'' • NOK FL'J42 • P.QBOX 1629 • NOKOMIS, FL 34274 ITEM DWG# REVI DESCRIPTION I MAIL 1 PGT# 68 GLASS, 13/16" LAMI 1G- 1 /8 "A, 3/8" AIR SPACE, 5116" LAMI (1 /8 "HS, .090PVB, 1 /8"HS) 69 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (118 "A, .090PVB, 1/8 "A) 70 " 13/16" LAMI IG-3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "HS, .090 PVB,1 /8"HS) 72 " 13/16" LAMI lG- 1 /8 "A, 1/4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "A) 73 13/16" LAMI IG- 1/8 "A, 1/4" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16 "HS) 74 13/16" LAMI 1G- 1 /8 "A, 1/4" AIR SPACE 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" IAMI 103/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" IAMI IG3 /16"A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3/16" HS) 77 " 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE 7/16" IAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 D1A. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH Visibly Better ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P.E. sue' sic swec tea' ^"' PE#39712 HR710 NTS 6 & 11 4127 -10 13 Structural 2.710- CD FLANGE FRAME HEAD #4102A,8063 -T6 Tk 1.451 -1 C2 SASH STOP �� JJ #4025, 6063-T5 .062 1.183 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096- 4.—■17 �J O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W1 GRILL KIT) .878 1. 3.152 6 FLANGE FRAME SILL #4136, 6063-T8 .061 46 0 HORIZ. ROLLER TRACK #4131, 6063-T6 2 1.187 -I 1.081 �+ 32 SASH MTG. RAIL #4008D,6063HS -T6 Rev.' y: F.X. Ra.eay. F.K. ham: 10/17/06 Date: 5/13/06 IW.13.W B AwWww A NO CHANGE THIS SHEET NO CHANGE THIS SHEET 678 44094 .144445555, LL•• IT • • • • • • • • • • • �LAZI B }}rotEI_'A--P 71'16• • • • • • • #4, •{•T5 • • • • •• ••• •• • • • • e • ♦•• O FRAME SILL ADAPTER #4137, 6063-T6 17 FIXED MEETING RAIL #4054B,6063HD -T8 .291 -1 SASH SIDE RAIL #4126,6083 -T5 .050 •• 1.115 I -1–f GLAZING BEAD, 7/16" • #985,6063 -T5 (USED W/ GRILL KIT) • • • ••• • • • • • • • 170 TENOLO�,Y DIVE • • • • • • NOK • I. FL 27: • • • • ••• • •• Prawaer F.K. 2/28/06 per J.J. oam: 3/23/06 • P.OlBOX 1529 • NOKOMIS, FL 34274 .513 .j x.040 x-1.443+ .738 0 SASH STOP COVER #4053, 6063 -T5 f 1.363 �- 2.784 --1 .082 13 FLANGE FRAME JAMB #4002A, 6063-T6 .678 1.096 53 GLAZING BEAD, 5/16" #40398,6063 -T5 .83 59 GLAZING BEAD, 13/16" #4067, 6063-T5 .097 0.40ma EXTRUSIONS rdt ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vietbly Better s."a+",ee HR710 s.w Half e 11 4127 -10 Robert L. Clark, P.E. PE 939712 Structural ••• • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• • • ANCHOR QUANTITIES, XOX (1/4.1/2 -1/4) WINDOWS TABLE 4 NOTES: 1, ANCHORTYPES: 1 -1/4' ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) GLASS TYPE ANCHOR TYPE & SUBSTRATE A,B,C,G,H,I D,E,F,J,K,L 2,3 WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD 8 S81 w O° HEAD 8 SILT rn °1 HEAD 8 SILL rn m HEAD &SILL y 03 HEAD &SILL LL 00 HEAD 8 SILL r, 2. GLASS TYPES: A. 5/16' LAMI - (1/8" A,.090,11 ' A) ' A) 6.5/16' LAMI - (1/8' A .090,1/8° HS) C. 5/16° LAMI HS,.090, l/8° HS) 53.125x38.375 4&600 50.625 54.000 60.000 83.000 1 +C2 +1 +G2 +1 2 1 +02 +1 +32 +1 2 1 +02+1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 - (1/8" 2 D .7/16'LAMI- (3/16'A,.090,3116'A) 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +C2 +1 3 E. 7116° LAMI - (3116° A,.090, 3116° HS) F. 7/16' LAMI HS,.090, 3/16' HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +q +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 - (3/16" 3 G. 13/16' LAMI IG -1/8" OR 3/16' A, 5/16' OR 318" SPACE, 5/16' LAMI - (1/8" A,.090, 118" A) 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 H. 13/16' LAMI IG -118' OR 3/16' A, 5/16' OR 3/8' SPACE, 5116' LAMI - (1/6'A,.090. 1/3/ HS) 13/16' LAMI IG 3116' A, 5/13/ OR 3/3/ SPACE, 5118" LAMI HS,.090, 1/3/ HS) 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 I. -1/8' OR - (1(8" 3 J. 13/16° LAMI IG -1/8' OR 3116" A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3!16° A,.090, 3116" A) 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +32 +1 3 1 +32 +1 +02+1 3 K.13/16" LAM! IG -1/S° OR 3/16° A, 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 00 60.0 x 38.375 48.000 50.825 54.000 80.000 63.000 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +C2+1 2 1 +C2 +2 +C2 +1 2 L. 13/18° LAM! IG -1/8° OR 3116° A, 3/16` OR 1/4' SPACE, 7118° LAM! - (3l18° HS,.090, 3116' HS) 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +32+1 +32 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING LARGER WINDOW IN 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT TABLE. 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+2+32 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+2 +03+1 3 25 M4' MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22112' MAX O.C. 1 +02 +1 +02+1 3 1 +C2 +1+C2 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +03+2+03+1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 54.000 60.000 88.000 1 +C2 +2+02 +1 1 +32 +2 +02 +1 2 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 2 1 +02+2 +02 +1 3 1 +02+2 +02 +1 2 1 +02 +2+02+1 3 1 +32 +2 +02 +1 2 1 +C2 +2 +02+1 3 1 +02 +2 +32 +1 2 1 +02 +2+02 +1 3 1 +32+2+02 +1 2 ® X Q X 3 1 +C3 +4 +03+1 3 -�- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTM. 1 +32+2 +02+1 3 1 +02+1 +32 +1 3 1 +32+2 +02 +1 3 1 +a+2 +C2 +1 3 1 +32+2+02+1 3 1 +02+2+02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02+2 +02+1 3 1 +32+2 +02+1 3 1 +02 +2 +02+1 3 1 +32+2 +02+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02 +2 +02 +1 3 1 +32 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+32+1 3 1 +02 +2+02+1 3 1 +03+2 +C3+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2 +02+1 3 1+02 +1 +02 +1 3 1 +02+2 +02 +1 3 1 +03+2 +03+1 3 1 +02 +2 +02+1 3 1 +03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.0006 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +2 +02 +1 2 1 +02+2 +02 +1 2 1 +02+2 +02 +1 2 1 +32+2 +32 +1 2 1+02 +2+02 +1 2 1 +32 +2 +02+1 2 1 +32 +2 +02 +1 3 1 +02+2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +02+2 +32 +1 3 1 +02+2 +02 +1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1+32 +2 +32 +1 3 1 +02+2 +02+1 3 1 +02+2 +02 +1 3 1 +32 +2 +CZ +1 1 +02 +2 +02 +1 1 +02+2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +32 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +32 +1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02+1 3 1 +02+2+02 +1 3 1 +02+2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 3 25 314', -93. ►{ 33' MIN. ppara'ed us �wAYp• - °- 3 9" REF. 108.375x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +02 +1 2 1 +02+2 +02+1 2 1 +03+3 +02+1 2 1 +02+3+02+1 2 1 +02+3+02 +1 2 1 +02 +3+02 +1 2 TYP. 1 +02 +3+02 +1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1 +02+3+02+1 3 1 +03 +4 +03+1 3 MTG. RAIL, 1 +32 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +33+3+C3+1 3 1 +02 +3+02+1 3 1 +03+4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+33+1 3 1 +02+2+32 +1 3 1 +q+3+q +1 3 1 +33+3+33+1 3 1 +02 +3+02+1 3 1+C4 +4+C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3 +03+1 3 1 +02+2 +02+1 3 1 +C4 +3 +C4 +1 3 1 +04 +3 +34 +1 3 1 +02+3+02+1 3 1 +04+4 +04 +1 3 1 +03+3 +03+1 3 1 +32 +2+02+1 3 1 +34+3 +34 +1 3 1 +04 +3+04 +1 3 1 +03+3+03+1 3 1 +04+4 +34 +1 3 25 3/4° MAX 111.000x 38.375 48.000 50.826 54.000 80.000 63.000 1 +02+3 +02+1 2 1 +02 +2 +02+1 2 1 +02+3+02+1 2 1+ + +1 1+ +3+( +1 2 1+4+C2+1 2 jr-3 TYP 1 +C2 +3+C2+1 3 1 +32 +2 +02+1 3 1 +C3 +3+g4ry 3 1 +q +S+C9F1 a 1•C2+�6+OB +1 3 f+C3+4 +q +1 3 .. _ 9" REF. 16 zili G I erI L. G"E, PE #39712 SN63171 1 +32+3 +02 +1 3 1 +02 +2+02 +1 3 1 +03+3 +03+1 3 t +pks+ * d 1•C2+B+OP •1 1+t3 +4 +03+1 3 X O X 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +C3+3+C3 1 3 14t f03+ 1 +0p +3+OQ +1 3 M61 +4 +C4 +1 3 1 +03 +3 +03+1 3 1 +02 +2 +02+1 3 1 +04 +3+04 +1 3 1 +04 +3+04 +1 3 1 +02+3+02+1 3 9 +04 +4 +04+1 3 MTG. RAIL, TYP. 1 +C3+3+C3+1 3 1 +02+2 +02 +1 3 1 +04+3+04 +1 3 1 +04 +3+04+1 3 1 +33+3+33+1 3 1 +03+4 +05+1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS tea, • • • 07DTE�NOLOGY •� ANCHORAGE SPACING, XOX 1/4-1_2-1!4 Tom' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K (0/171.06 8 REWSEANCHORAGEFORMAT ,HEAD &FILL CIIUS1ERS� • NOK,,4IS, FL�427e • • • • • P.(• BOX 1528 • ar F.K 5/13/06 reumwu: A ADD SPACE DIMENSIONS GLASS TYPR. • Dmw"er F.K. �. 2/28/08 s , J.J. )74RUl. asm, 3/23/06 NOKOMIB, FL 34274 Visibly fku smedwo� HRTfO IVT3 six 8 d J J es 4127 -JO �, 8 ANCHOR QUANTITIES, XOX (1/3- 113 -1/3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) GLASS TYPE) ANCHOR TYPE) &SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL m ¢ HEAD & SILL HEAD & SILL 1n 4 HEAD & SILL ¢-, N HEAD & SILL > N a HEAD & SILL > N 2. GLASS TYPES: co A. 5/16" LAMI - (1/8° A,.090, 1/8"A) B. 5/16" LAMI - (1/8"A,.090, 1/8° HS) 48.000x 38.375 48.000 50.825 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +G2 +1 2 1+02 +1 +C2 +1 2 1 +C2 +1 +02+1 2 C. 5/16° LAMI - (118° HS,.090, 1/8° HS) " °H) 1 +C2 +1+02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1+C2+1 3 1+02 +1 +C2 +1 3 E .7116 LAMI - (3/16°4,.090,3/16 E. 7116° LAMI - (3/16' 4,.090, 3H6" HS) 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2+1 +C2 +1 3 F.7/16 " LAMI - (3116°HS,.090,3/16" HS) 1+02 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02+ I +C2 +1 3 1 +C2 +1 +C2 +1 3 G.13/16' LAMI IG -118" OR 3/16° A, 5116° OR 3/8" SPACE, 5/16" LAMI - (118" A,.090,1/8° A) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 H. 13/16" LAMI IG - 1/8° OR 3/16° A, 5116" OR 318° SPACE, 5116° LAMI - (1/8' 4,.090,1/8° HS) I. 13/16" LAMI 10 -1/8° OR 3/18° A, 5116" OR 3/8° SPACE, 5/16" LAMI - (118" HS,.090, 1/8" HS) 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02+1 3 J.13116" LAMI IG -1/8° OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/18° A) 53.125 x 38.375 48.000 50.625 54.000 60.000 63,000 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02+1 +C2 +1 2 1 +C2+1 +02 +1 2 K. 13/16" LAMI IG -1/8° OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16" LAMI - (3/16' A,.090, 3116" HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +C2 +1++02 +1 3 1 +02+1 +C2 +1 3 L. 13/16" LAMI IG - 118° OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16' LAMI - (3/16° HS,.090, 3116° HS) 1 +02 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +G2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+03+1 +C3 +1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 MAX. CM CORNERS 60.000x 38.375 48.000 50.825 54.000 60.000 83.000 1+02 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1+C2 +1 +C2 +1 2 1 +02+1+C2 +1 2 FROM [OAK M JAMBS: 9° MM CORNERS AND 221/2' MAX. O.C. 1 +02 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 *02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 TABLE KEY: 1+C2 +1+C2+1 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 *C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +01+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2+1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 X 2 Q 3 I1 +C3 +1 +C3 +1 1 3 (--- ANCHOR QUANTITY PER JAMB Append as warp Y•UYl114 • Q110y* N OA1r %el!liE "a'' - -x'--- : r ,, �"'�',,.' • -- = ice_. 1 +02 +1 +02+1 3 1 +02 +1+C2 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1+02 +1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1 +02+1 +02 +1 3 1 +C3+1 +C3+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1 +02+1+02 +1 2 1+02 +1 +C2 +1 2 1 +02+1 +02+1 2 1+02+1 +02 +1 2 1 +02 +1 +02 +1 2 25 3/4' MAX. --- � 1-+--3° MIN. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 - 1 141 0 x 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 9° REF. 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03 +1 3 1 +02 +1+02+1 3 1 +03+1 +03+1 3 T- 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1+03 +1 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 ® W/ QTY. OF (3) ANCHORS 84.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +02 +1 2 MTG. RAIL TYP. 1 +C2+1 +02 +1 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +C3 *1 3 1 +C3 +1 +C3+1 3 EXAMPLE CLUSTER 3 (SHOWN IN TABLE KEY MAX. ABOVE) 1 +C2 +1 +02+1 3 1 +02+1+02 +1 3 1 +03+1+03+1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1+C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 25 314' 1 +03�1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +04 +1 +04 +1 3 w 1 112 "TYP 1_3° MIN. 88.437 x 38.376 48.000 50.625 54.000 60.000 63.000 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +C2 +1+C2 +1.24 W .CA1A'{{2+ 2 2 +%+ / +.92 +:" 2: +CSPI #C2 +1 2 Y //j / (/ Vim 666 Robert L. Clark, P.E PE 439712 Structural 1 +02 +1 +02+1 3 1 +C2 +1 +022 +1 3 1 +C2 +1 +02+1.3 1 +C2 +1 +g2+1 Sr •+C8+1+€2+• 3.1 +08+1 +C3 +1 3 9° REF. X I O I X 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3' 1 +C2 +1• +:2+1:3 1 +03+1 +:2 4 '•41 +C3+•1*C3+1 3 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C3 +1 +03+1.31 +C 11443+1 3I +C2 +1+C2 +t 3 1 +(1S#I +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +03+1 +03 +1 3 1 +03 +1 +C3 +1 3 1 +03+1 +03+1 3 MTG. RAIL, TYP. ® 1 +03+1 +03+1 3 1+02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +03+1 +C3 +1 3 1 +04 +1 +04 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Fond By Ds* R++ + • • • ••• • •1• ftL +> ANCHORAGE SPACING, XOX (1/3-1/3-1/3) T� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT •" FX. �' 10/17/06 Revisions: 8 • • • • 1070 TEfiINOLOOY D4NYE REVISE ANCHORAGE FORMAT, HEAD &`ILL C1JSTTcRS• •• NOKONiS, FI.427• Ey. F.K p 5/13/06 * A • • • • P •s'bx 1328 • ADD SPACE DIMENSIONS GLASS 7YPQS7NRU`. p�„te; F.K. We' 2/28/06 pear J.J. • • • • mm. NOK IS, FL 34274 3/23/06 Visi 1q se,menroav' 148710 NTS 9 . 11 4127 -10 B ••• • • • • ••• • • • • • • • • • • • • • ••• • 0 • • • • • • • • • • • • 041 •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: TYPES: A ELCO TAPCONS 2 -l14° ELCO SS4 CRETE -FLEX 3 - #12 TYPES: LAMI - (118° A,.090, 1/8° A) LAMI - (118° A,.090, 1 /8° HS) LAMI- (118°115„090, 1/8" HS) LAMI - (3/16' A,.090, 3/16° A) LAMI - (3/16' A,.090, 3118° HS) LAMI - (3118" HS,.090, 3/16° HS) LAMI IG -118° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI LAMI IG -1/8" OR 3/16" A, 5/16' OR 3/8" SPACE, 5116" LAMI LAMI IG - 118° OR 3/16° A, 5116" OR 3/8" SPACE, 5116° LAMI LAMI IG -1/8° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI LAMI IG -118° OR 3116° A, 3/16" OR 1/4" SPACE, 7/16" LAMI LAMI IG -118" OR 3116° A, 3/16" OR 1/4" SPACE, 7/16" LAMI ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX O.C. KEY: O X STEEL SCREWS (G5) -(1/8° A,.090,1/8" A) - (1/8" A,.090,118° HS) - (118" HS,.090,1/8' HS) - (3/16° A,.090, 3/18" A) - (3/16°A,.090, 3/16" HS) - (3/16" HS,.090, 3116° HS) ON THE FOLLOWING WINDOW IN TABLE. GLASS TYPE> ANCHOR TYPE> & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 1. ANCHOR 1 -114" 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS A. 5116° B. 5/16° C. 5/16" E. 7/16" E. 7116° F. 7/16° G.13/16° 11.13/16" 1. 13/16° J. 13/16° K. 13/16" L. 13/16° 3. WINDOW A DIMENSIONS. HEAD TABLE ® EXAMPLE WINDOW SIZE W v H a w v ) = "D 2 g ' Q w( 1 as 2 2 ' ¢. W 6 = a3 m 2 ' u y ots 2 ., a9 W = of 2 2 Q W N 1 atf 2 2 4 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +02 +1 3 1+02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+62+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+62 +1 3 1+03+1 3 1 +02+1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +62 +1 3 1 +63 +1 3 48.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 2 1 +62 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +62 +1 3 1 +03+1 3 1 +02+1 3 1 +02 +1 3 1 +03 +1 3 1+02+1 3 1 +C2 +1 3 1+03+1 3 1 +C2 +1 3 1+02+1 3 1 +C3+1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +03+1 3 1 +C2 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +62 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 2+03 +21 3 --- ANCHOR QUANTITY PER JAMB 1 +62 +1 3 1 +02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 ` I HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +62 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +03 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +03+1 3 1 +02 +1 3 1 +6 +1 3 F A CLUSTER O HT THE ME3 G RAIL CENTERED ON THE MEETINN PLUS (2) ANCHORS AT OPERABLE ANNRSIRED SECTION. N (7) ANCHHOORS T TOTAL A AT T HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 18314° 1 +C3+1 3 1 +02 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +03 +1 3 1 +03+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 2 +62 +2 2 1 +02+1 2 1 +62 +1 2 2 +02 +2 2 1 +02 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +03 +1 3 1 +02 +1 3 2 +63 +2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +03 +1 3 1 +C2 +1 3 2+03 +2 3 1 +03 +1 3 1 +C2 +1 3 2 +63+2 3 MAX�. /4° -3" MIN. 1 akC°i° `°�� . % 3KSI CONC. 1x WOOD BUC (SEE NOTE 3) A 3KSI CONC. A CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A DETAIL C 1 3/81 114° MAX. SHIM 2x WOOD BUC (SEE NOTE 3) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) TYPICAL HEAD SECTIONS aEXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 114° rSHIM MAX - 13/8 MIN. 2x WOOD BUC (SEE NOTE 3) DETAIL B 1/4° MAX. SHIM MIN. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY A APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4° MAX SHIM- ( 1 3/8' MIN. A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) A 000 ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX 1 t 318" MIN. •• ••• • • • • • • TYPICAL SILL SECTICIIS• • • • • • • •• ••• •• Rend BY F.K. 10/17/06 atr. OM: F.K. 5/13/06 meceyy ama: F.K. 2/28/08 8 Revisions A ADD NOTE 5. Ch Me Ity. uem: J.J. 3/23/06 DETAIL D •• • • • • • • • • • • • ••• • • • • • • • • • REVISE EDGE 17187. , EMBEDMENT & er. RE4RErES ••• • •• • • • • • • • •• • • Lg • 3Y DIVE • ) NOKTE •IfNO F1�421� ••• P.••' SOX 1529 • NOKOMIS, FL 34274 •• • A DETAIL E 1/4" MAX SHIM -- 'l �+-- A CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR A 1 114° MIN. (1.51(51 CMU) OR ' 13/8° MIN. (3KSI CONCRETE) DETAIL F tx WOOD BUCK (SEE NOTE 3) TYPICAL JAMB SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better "mrmsams. —. met °mks, . H1R710 Half 11 o' 11 4127 -10 8 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • 00000 • 00000 • • • •••• ••. • • ••• • NOV 0 5 200/ WINDO2 v2 -03 BY: Detailed Wind Load Design (Method 2) per ASCE CDescription: Winckler Residence, 1020 NE 98 Street, Miami Shores, Florid Analysis by: 3enetopulos Group - Fla. Firm # F000145, George Jenetop User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, 11, III, or IV) II Exposure (B, C, or D) C Struc•Nat Frequency (n1) Slope:o {Reef ; ,*• • Slope v•ReQf (Thet&) •Type oPRbbf • • • Kd (Direetonality Far�tor).. • Eave l eidht(Eht) :..;.. Ridge t-I fit (RHt) •••• Mean Roottleight (1-1t),••• . 1iVidth Pep. To Wind.Dir.(B) 11Vidth Paral. To Wind bit. L) •.•• • • • •••• ••• • •• • 1 Hz 3.0 14.0 Gabled :12 Deg t- C. 1 9.00 ft 15.00 ft 12.00 ft 50.00 55.00 ft ft alculated:: ammeters • Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure No hit t #14' -85 11/3/2007 ' Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures : Complete Analysis Zm Izm Lzm Q Gust2 Zmin 15.00 ft Cc * (33 /z) "0.167 0.2281 I *(zm/33) "Epsilon 427.06 ft (11(1 +0.63 *((Min(B, L) +Ht)/Lzm)^0.63)) "0.5 0.9179 0.925 *((1 +1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8818 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcul Max + Max Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 PERMIT* ncos u dings 0.18 -0.18 Miami Shores Villa •e APPROVED ZONING DEPT BLDG DEPT L �I GWYPSOACtOMPLIANCE, ALL ALL BY DATE STATE AND COUNTY RULES AND REGULATIONS necaenterprises.com q 3 /07 Page No. 1 of 2 • • • • • • • • • 00000 • • • • • • • • WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 Flaure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Ht 0•00 • • •0•0 • • •• • • • ••0 • •000 • • •000 • • ••• •••0 • • • • • • 2 a 1 2 a a a Gabled Roof 7 < Theta <= 45 11/3/2007 .5 Component width (ft) span (ft) Area (ft^2) (Zone '\ 1. GCp Nind Press (1b/ftA2) Min Max Min Max Horiz Roller A 3 3 9.00 4 1.00 -1.10 54.66 -59.29 Horiz Roller B 3 3 9.00 _ 4 1.00 -1.10 54.66 -59.29 Fixed Window B/1 3 3 9.00 _ 4 1.00 -1.10 54.66 -59.29 Mullion B/2 3 3 9.00 _ 4 1.00 -1.10 54.66 -59.29 Fixed Window C 3 3 9.00 5 1.00 _ -1.40 54.66 -73.19 Horiz Roller D 3 3 9.00 4 1.00 -1.10 54.66 -59.29 French Door F 3 3 9.00 4 j 1.00 -1.10 54.66 -59.29 Note: * Enter Zon 1 u throuah 5. or 1H thranh RH fnr nu rh VIC Copyright 2005 wo its r- e. www.mecaenterprises.com Page No. 2 of 2