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WS-10-1954Inspection Number: INSP- 153037 Scheduled Inspection Date: December 16, 2010 Inspector: Bruhn, Norman Owner: PUFF, MARTIN Job Address: 1208 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA STORM PANELS INC Building Department Comments REPLACING EXISTING WINDOWS AND DOORS FOR IMPACT Passe / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 15, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -11 -10 -1954 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)553 -7400 Parcel Number 1132050090360 Phone: (305)685 -9000 Page 12 of 22 "( N . ZIA 4,111119 0 P BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNS Address: City: 1-�1 b�rv7 S�(Sq�i State: FL. Tenant/Lessee Name: 3/ I Email: JOB ADDRESS: 2 . 0 8 ) `�•� q �4 City: Miami Shores County: Folio/Parcel #: ) —$LOS - �� - (4Z) Is the Building Historically Designated: Yes NO Flood Zone: ` C ` a CONTRACTOR: Company Name: F 1 �7t() 1 h .` \� .. Phone#: Address: 14 c 4—L ` L , Cit 1 ` CC .� State: Zip: Qualifier Name: '1 �lj\ 4 GA / Phone#: WaS '� O) State Certification or Registration #: :r9(V.S /l503 ` 0 Certificate of Competency #:Ct3BS�2L Contact Phone#: 7'�o -4 - a2,R Email Address: DESIGNER: Architect/Engineer: 11 - Phone: Value of Work for this Permit: $ �4 Cr) Sgnar ear Footage of Work: 1�4 Type of Work: OA s Alteration 1 ONew VIRepair '' eplace Demolition Description of Work U U IbCay.� s..Y�1 S.1'.1i -J �\bV��s �l �, A • r C�a. (1) ((L COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ * ** * ** * ** * * * * t ** ** * ** * * ** **** * ,* * ***** * * *** * **** * * ** * *** ** *** Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Fee $ n Radon Fee $ Training/Education Fee $ Structural Review $ Miami Dade Master Permit No. R: Name (Fee Simple Titleholder): \' AQ- t� v Phone#: . 7� 1 20 tJtc. �`8 �t “.11, +sir $t, 331?` Phone#: Zip: 1 CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ��. Bonding Company's Name (if applicable) 1•31,T Bonding Company's Address City State Zip Y Mortgage Lender's Name (if applicable) C 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 WORK, 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 po at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the use of h d notice, the inspection will not be approved and a reinspection fee will be charged `-- Signature The foregoing instrument was . knowledged before me this & tl, day of AJDt/ ,20 0 by Adehe tin who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: /O-/aZ My Commission Expires: * *** l +UdMr+>r * +><+t:+ti*dr4rJtet+Y + **** 4ri qtr** *tr* * **dr* * **i,rtri*ikir*tr*** * *°ki+Y * ir ****+ iri ir*# k *° lr** * **ir* * **i***iolralri*** APPROVED BY 4 ohLry r �'k r, PATRICIA AREVAI�C� *1 MY COMMISSION # EE012886 fs' EXPIRES October 01, 2014 (407) 399.0153 FlondoNoraryServme.com (Revised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09Xrev6/4/10) !/ - Plans Examiner Structural Review Con The foregoing instrument was acknowledged before me thist,5 -- day of Ci/ ° , 2010, by Qe'n.e-1 ( *- 0/0 who is personally known to me or who has rproduced as identification and who did take an oath. NOT ' Y PUBLIC: Sign: Print aide/ My Commission Exprmagi MY COMMISSION # EE012886 ,y�.� EXPIRES October 01, 2014 (407) 398-0153 FiondallotaryService.com Zoning Clerk NOTICE OF COMMENCEMENT e" A RIMMED COPY MIST BE POSIE0 ON DIEM TOTEM= WRIST INSPWRON MOW NO TAX F0110 140. s v.. =ME OF FLORIO* COUNTY OF bilAMIADADE: THE UNUNEMIGNE) hereby gives notice tad bnprovernerts 'I be made to =Main real prreistg and In accordance wilh Cimpier 713, Florida Statutes, The faillovfmg htfouitoruni le podded in Ids Mice& Cornmencement. tillirlfreAst4:1112117:71Vilflivii&; . origins file nt STATE OF FLORIDA, COUNTY OF ()Ape WITNESS my_Aand.aud Offic' I Seal. 1. Legal description el property end streedaddreast MC:RA F....C trlorif) I rialp. 4.1) office 2. Desodption of hoprovementllillilrUGML !FArrilt_ __- 1 3; Own name and=g interest to property: Name and address of fee simple titleholder. 4. Cirractots name. oddness and phospriber. L. E. Surely: rayment bond required . rfwrn conhactot if any) Name. address and Ozone Amount of bond O. tAndefs Ione and addresw 7. Parsons within the *Mee PILAW destp' sited try Owner upon Whom StertCBS Section 713.13(1X47., Florida Statutes, MUM, addiass and Owns number: ) 8. In advetion to himself, oases designates the foilowing peasants) to foradve nom the Ltennes Notice as provided in Section Flodds Stouts& Name, address and phone amber: 9. Swindon date dais" Ned= OtCornmeneeneitt ObeeKtikalfundatelalyeareamtheqatestreatiagunlessaiffiterentddhilsvecided) WARM= TOOTNN1Be ANVfleMAGOSSODEBYTHEOVelERAFTERITIEEMmON OFTRE MORI:EDF cOrMT AMCOR:091ED OVIROPER PROMATIS ORM CHAPTER 713, PART ON 71 ROMA EMOITIER AND CM ROUX IN YOUR PARNO MICE FOR EMIROMMENTs TO YOUR PROPERn A NCR= OF COMMEMMENT must BE RWUEDAND ' "4,e TM JOB WS SWORE VHE FaRtir INSPECTiON. IF YOU Web TO ��N FegIANOING. CONTATOMMT YOUR LtivuEn OR AN BEFORE COMMENCING WORK OR RXI EITEANG YOUR NOME OFIXRDAENOEMENT. 4000• opp vf Abell AT-NTOM ' - _..:LIMAAM11115.411 Sgnatungt4 Of Ownia(E0 or Prepared Ny Prild Name "fr Ge."="r"- • • " tatintName TithilOtrzo STATE OF FLORIDA COUNTY OF iNAND.DADE The forespktgliatrurowkvilos actetoviledged me No30' dayag BV Ise/Ex-tin y19 121$1421RUES CI Pelson* known, et' prriduced The' ' Etnature ell NOtati Pubic PIM Naglec OfficeeDirectoriPaRnetiblanag .Prepared By EAij MINESIMUMBi tinder penalties Of perjany, de tad clare 1 have read the foregoing end that Me facts stated in ft are true, In the bast cif my komviedge and i beNeL • 11 CFN 2010R01763199 OR Bk 27485 Ps 1204; (1Ps) RECORDED 11/09/2010 1055:08 HARVEY RUVIIir CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE other documents km saved as provided by - = - 2WeiCalar.(011MOIMIVII.40 1 11,11WW/ItIMYU Ateriarimffiraitio A EXPIRES October 01, 2014 Al MY COMMISSION EE012886 PATRICIA' AREVAL • anton' es) DI Oodelsl or Owneriers Authorized Ofitcwitemotoripartneriliamser who= Plandarcni BY BY f■ 4G) - 02:-Aleo <a) ictleazog% t Z) 74 a 13 Z 1 \ 1.1 viYM I t 2.5 - tv +'z. 4-15Z 1 APPROVED Miami Shores Village SUBJECT TO COMPLIANCE I NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS oveen lairze;;;P koe. cregr U , tri�.+�,,, , 1 331.35 • • S. • •.. :pcomfirt7re: NOV 0 5 2010 ►� BY: .10 ■ 11.11111. ORNIMIIMM ND clf sztsiz ( fog .•. • • •••• • • •• • • • • • • • • • • S • .5 i • ••.. •... • ••• • • • •• • • • • • • • • 9 0900.• . •• . • • • • • 9000 • • • • • • • • • • • • • • • • • • 0 ANIANAkV z - .7.D t ... 1 MIAMI-D1ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive / 0 Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority. Havinglurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR - 710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small 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. • 4N9PXiiQ1 A copi of this entire NOA shall be provided to the user by the manufacturer or its • jdistrijut& aidsi3tl be available for inspection at the job site at the request of the Building Official. • this40A revtses•NOA No. 06 - 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. • Tjsubmitted locum ttatigd was reviewed by Manuel Perez, P.E. • • • • • • • T. f::. • • • • • • • • • ;r1 • • • '2:t • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • •• •• • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinaccade NOA No 07- 0815.09 Expiration Date: December 21,2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. •• ••. • • • • • •• • • • • • • • • • •• ••. •• • • • •• • •.. • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • :• :. • • •. • • • • • • • ••• • ... • • . • • •••• • • • • • • • • • • • • • • • ••• • • • • • . • • • • • • • • .. •• • • • •. •• 0414, • • • •.• • • 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 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L - 5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. 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 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, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. 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 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 - 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Z Manuel Per y Product Control : NOA No 07-0: 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05122/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. O 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. •• ••• • • • • • • • • • •• ••• • • • • •• • •• • • • •• • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • : • • • •• • • • • • ••• • • • . .•. • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 Manuel Perez, ' Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • • • • • • • • • • • • • ••. • • • •••• • • • • • •• • • • ••• • •••• • • •••• • • • • • • • nowri er F K Re°M 0/r. F.K. F.K. ore»„ 0/r F.K. 4/15/07 Hero 10/17/06 D : 5/13106 2/28/06 C B A Cherie a; J.J. •• •• B • • •• ••• ADD FTL -5330 TO NOTES 7 8 CHG. NOTES TO CURRENT EDIT. CHANGE TO ASTM E 1300 -02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 8 NOTE 8. Deb: 3/23/06 • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW • • • • • I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • • LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ONSISTING 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 MUM ` = NTERLAYER. • • • • 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. 70" 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) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13118° 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 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/18" 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. I. 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 3/18" 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 INTERLAYER K. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 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. L. 13/18" 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/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) 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 TA/ILES ASTM E 1300 -02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Q7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL E(!�j' -Eft P OJ*I[J¢1414IIII yG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PC 2061529 NOK0 FL 34274 PGT Visibly Better GENERAL Ai07 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 1 a 11 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED eu complying with the Florida GriIGaP, Codo Acc,:p:enco No 0 0 :. Expiration Data .!' Mil:' Hy M Dlvi on Robert L. Clark, F.E. PE #39712 Structural • • •.•••. • ••55•• • • • ••.••• • • 5.55 • • ••••• • • •••••• • • • •...•• ••. • • • •••• • 55.55• • • • • •• • • • ••• • •••• • • •••• • • •••••• • • • 5.•.• • • • • • • • • •• •••• •• • ••• •• • •• •• • ••• • • • • • • • • I . • • Roved By F.K. &wad es F.K. Reed Eir F.K. 0"un By F.K. 66,67,68,69,70,71 Soar 4/15/07 DOG: 10/17/06 5/13/06 Dow 2/28/06 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 8/16° NOM. 5/16" LAMINATED GLASS 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° 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" LAMI Rovistnas Rankles Re"nbm: A Gietlem$y J.J. NO CHANGE THIS SHEET NO CHANGE 77115 SHEET ADD AIR SPACE DIM. TO LAMI IG DETAILS 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 3051 NOKOMI$, FL 34 274 63,64,65 1/2° NOM. GLASS BITE 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 I 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16° OR 1/4° AIR SPACE - ► 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI P c," Visibly Better 1/2" NOM. GLASS BITE GLAZING DETAILS Sec ALUM. HORIZONTAL ROLLER WINDOW, IMPACT swvk°ror HR710 Full aba 2 m 11 ou w "R° 4127 -10 c ] EXTERIOR INTERIOR E> (ALL SECTIONS) Rec C PRODUCT REVISED 85 complying with rho Florida Building Cada Ancopamao No O Expbntion Data / , RoYort L. Clark P.E. PE #39712 Structural • • •• •• • • • • • •• •• •5 • • •• • • • • • • •• •5 • • • •• • • • ••. • • • • • •••••• • • • • •• • • • ••• • •••• • • •••• • • •••••• • • • •••5•• • • • •�• • • •• • t • •• • •• • •• • • •• AOX (1/4,1/2,1/4) TABLE 1. FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) :AIINDOW ** WIDTH • GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" • 84 " 1••• 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 +58.8 -58,8 +56.2 -56.2 • • 4 , 108 318" 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 +55.2 -55.2 +52.3 -52.3 • , • 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 +54,6 -54.6 +51.7 -51.7 • • • 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 •WP TO 111" • • C,I +60.0 -60.0 Ulf TO 111" D,E,F, JK,L +75.0 -75.0 TABLE XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G, H, I +60.0 -60.0 TO 86 7/16" D,E,F, J, K, L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) 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 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 , �rv13Eb is ;i i o' ,v oh the Ronda Acceptance No07 -081_ .0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C, D,E F I,J,K, L +75.0 -75. ExAatIonDate 3L-flf'. 1 By , / i %M ' ..:8 • odnot Div ion lik GLASS TYPES: TEST REPORT FTL -4858 (XOX), FR.-4859 (OX & XO) AND FM-5330 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, 3/18" 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) H. 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 "HS) I. 13/16" LAMI I0 -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI I0 -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16 "A) K. 13/16" LAMI I0 -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3116 "HS) L. 13/16" LAMI I0 -1/8" OR 3/16 "A, .3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) � p a7 Robed L. Clark, P.E. PE439712 structural Rand Br F.K. Dee: R"avene: 4/16/07 C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPB 1070TECHNOLOOYDRIVE 0 TECHNOLOGY O Y DRIVE P.O.90 %tsar NOKOMIS, FL 34274 � T. DESIGN PRESSURES per F.K. Rer� F.K. bnta 10/17/06 Here: 5/13/06 R evmam: B ReMeb>�x A REVISE DP TABLES TO ASTM E 1300-02 ADD AIR SPACE DIMENSION GLASS TYPES 0 TNRU L. ob. - ALUM HORIZONTAL ROLLER WINDOW, IMPACT roamer F.K. Dec 2/26/06 Gmkedar. J.J. D,u; 3/23/06 Visibly Better & N ' R10 NTS _ 3 m 11 °""m' 4127 -10 n..: C • • •• •• • • • • • •• •• •5 • • •• • • • • • • •• •5 • • • •• • • • ••. • • • • • •••••• • • • • •• • • • ••• • •••• • • •••• • • •••••• • • • •••5•• • • • •�• • • •• • t • •• • •• • •• • • • • •••••• • • •••••• • • • • • ••••• • • •••••• • • •••••• • • • ••. • • • •••••• • • • • • •• • • • ••• • •••• • • •••• • • •••••• • • • •••••• • • • • • • • •••• •• • • •••• •• • •• • • ••• • • • • • • • • •• •• •• B • •• ••• t••• •• • • 57 3/8" MAX. DLO ALL FIXED LITES 27 3/8° MAX. DLO VENT 110" MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME 33 DLO FIXED DLO FIXED 54 5/16" MAX. DLO FIXED 0 DETAIL B - XOX (1/4- 1/2 -1/4) C DETAIL A — OX OR XO 33 9/16° MAX. DLO VENT 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME 63" MAX. FLANGE FRAME ALL 56" CONFIG. MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. Q 27 318" MAX. DLO VENT 27 3/8" MAX. DLO FIXED 85 7/18° MAX, WIDTH LF. FRAME -- Q 6 7/16° MAX. WIDTH FLANGE FRAME DETAIL C —XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D —D (FRAME CORNER CONSTRUCTION) C REVISED with the Florida i,.. '. rCo No 0?- thou Dam R° as ar F.K Ra.E Sr F.K. Reaeay. F.K Prawn a7. F.K. Detre 4/15/07 om: 10/17/08 Oats: 5/13/06 2/28/06 RmNkac RMWrs Rerkhvs A C.swer J.J. ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1524 NOKOMIS, FL 34274 c;_11 Visibly Better Dasown ELEVATIONS tm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sers.aa ete HR710 NTS seas 4 a< 11 dewbp Ra 4127 -10 ut L. Clark, P.E. PE #39712 Structural • • ••••.• • • •••••• • • • •••... ••••• • • ••5•• • • •••••• • • ••S... • • • ••.••. •••• • • •••• • ••••.• • • • • •• •• • ••• • • • ••••• • • ••.••• • • • ••.•.• • . •• •�• • • • •••• •• •• •••• ••• • ••• ••• • ••• • • • • • • • • I: •• • • • ••• � •• S MAX. HEIGHT FLANGE FRAME A Rowe et F.K. Rareey F.K. Rend Br F.K. o e. er F.K. SECTION C-C A (VERTICAL SECTION, FLANGE FRAME) 5 4/15/07 Dew 10/17/06 Data 5/13/06 Da 2/28/06 Rariffinw ReeMOrrx Reds/rase A Cneasd J.J. EXTERIOR INTERIOR ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET t 3/ 3/23/06 EXTERIOR SILL (VERTICAL SECTION, I.F. FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1828 NOKOMIB, FL 34274 MAX. FIXED DLO --� MAX. WIDTH (FLANGE FRAME) SECTION B-B _ (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) Q L_1■J li y • k— MAX. FIXED DLO ---• -I EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIFRAME) INTERIOR MAX. WIDTH (I.F. FRAME) PC,r_ Visibly Better MAX. VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME) Q SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT •mvmee em• HR710 Half arm 5 0 11. 4127 - -10 Rer C PRODUCT REVISED Can -t i7E with the Florida Code Acctj, ,a No halloo Data R obert L. Clark, P.E. PE #39712 Structural • • •••••• • • • •••1• • • • •••••• ••••• • • ••••• • • •••••• • • •••••• • • •••••• ••• • • • •••• • •••••• • • • •••• • • •••• • • 00000 • • • • • • ••• • • • • • • • • • • •••• • •• • • • • • • • • • • •• ••• • ••• • • ITFd13 Ell I CU IKE 19 22 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 DWG# HER 4102 p min 4o25 go MGM MI fl 101111611MI EMI 4110 4053 4136 4137 4131 71298 1626 4002 4134 4054 4066 ® ® - 4105 1683 4128 4006 1235 10% 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 4067 GLASS, B D DESCRIPTION FLANGEFRAMEHEAD SASH STOP STD. ANTI LIFT CLIP #8X3 /4 PH. PAN HEAD SASH STOP COVER SASH STOP FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 • UAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP,.250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE MATL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 606311D -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIE -CAST 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL PGIW 64136 64137 64131 71298 7PAD1626 612225 74I34W/K 78IPQA 64110G 64054A 64066G 612240 7BRWHL2 HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETING RAIL WSTP,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL SMS SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP I.F. FRAME HEAD I.F. FRAME SILL I.F. FRAME JAMB GLAZING SILICONE, DOW 899, 995 OREQUTVALENT VINYL GLAZING BEAD BULB (MCK) VINYL GLAZINGBEAD BULB (THIN) GLAZINGBEAD - 5/16" GLAZING BEAD- 5/16" W /GRILL KIT GLAZING BEAD - 7/16" GLAZINGBEAD -7/16" W /GRILLKTF GLAZINGBEAD - 13/16" 5/16' IAMI (1/8" A, .090 PVB, 1/8" A) 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16' LAMI (1/8" HS, .090PVB, 1/8" HS) 7/16' LAMI (3/16" A, .090 PVB, 3/16" A) 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI 3/16" HS, .090 PVB, 3/16" HS) Dowder. Dea: RMakro: F.K. 4/15,07 C ADO ITEMS 41, 42 & 43 Rereda bow Ro✓mbea F.K. 10/17/06 8 NO CHANGE THIS SHEET Rm. ar nab: 60,00 U: F.K. 5/13/06 A ADO SPACE DIMENSIONS ITEMS 66 THRU 77. brew" Dr Deb: C The. F.K. 2/26106 J.J. 3/23/06 44128N 64006 67S16G 71096 7858 64126 61683G 67070K 74078 "C" L OR 64139 64140 6063 -T6 AL 64141 6TP247W,K 6TP248K 6063 -T5 AL 64039B 6063 -T5 AL 644703 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1829 NOKOMIS, FL 34274 A Visibly Better DESCRIPTION I MAT'L ITEM 66 95 96 67 68 69 70 71 72 73 74 75 76 77 SCREEN FRAME (HOR & VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEY W /OUT RING SCREEN SPRING SCREEN SPLINE- .135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH 90 91 92 93 94 DWG PGT# GLASS, 13/16" LAMI IG•1 /8 "A, 3/8 "AIRSPACE, 5/16" LA MI (1/8 "A, .090 PVB, 1/8"A) 13/16" IAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1/8"A) 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB,1 /8 "HS) 13/16" IAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 13/16" LAMI IG- 1 /8 "A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090PVB, 3/16 "A) 13/16" LAMI IG- 1/8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) _ 13/16" LAMI IG- 1/8 "A,1/4" AIRSPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG•3 /16 "A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) " 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 1014 3105 -HI4 AL 1630 1631 1073 1624 1635 .062 -- 1.988 —►1 O 43 I.F. FRAME JAMB A #4141, 6083-T6 41 I.F. FRAME HEAD 1 Q #4139, 6083-T6 2.784 4127 -10 PARTS LIST .082 710 O A #4140, 8083 -T6 . FRAME SILL 3.152 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS if s 11 C PRODUCT REVISED as complying with the Florida Building Coda Acceptance No O Expiration Date & 07 obeli L. Clark, P.E. PE #39712 Structural • • 1.111• • • • • 00000 • • ••1••• • • •••••• • • • ••. • • • •••• •••••• • • • • •• • • • • ••• • •••• • • •••• • • •••••• • • • •••••• • • • • • • • • • • •••• •• • ••• •• • •• ••• • ••• • • • • • •• •• • ••• E :: • • Rend ey F.K. Render F.K. Rend By F.K. ween F.K. 1.373 .050 4115/07 gem /0/97/08 Cats 5/13/06 2/28/06 ReeCmer C R.xeee.. 6 RerWomt A O FLANGE FRAME HEAD #4102A,6063 -T6 — }IFS — .082 .490 A O SASH STOP #4025,6083 -T5 Checked Sr J.J. 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.096 �- O GLAZING BEAD, 5/16" #40448, 6063 -T5 (USED W/ GRILL KIT) 2 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET o. 3/23/06 ��` 2.710 --►1 O FLANGE FRAME SILL #4136,8063 -T6 .061 .46 0 HORIZ. ROLLER TRACK #4131, 6063-T6 I � —.4-1 1.081 32 SASH MTG. RAIL #40060, 6063H9-T6 .062 (�p II 1 I� .678 1.096 t — �► --�{ 55 GLAZING BEAD 7/16" #4222A, 8063-T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O 990 182 NOKOMI9, FL 34 274 52 37 SASH SIDE RAIL #4126,6063 -T5 Pic;T" Visibly Better .062 I 3. 90 O FRAME SILL ADAPTER #4137,6063 -T6 .050 -�- .878 1.115 I . • I f C:), GLAZING BEAD, 7/16" #986C,6063 -T5 (USED W/ GRILL KIT) 11.403 -►{ 17 FIXED MEETING RAIL #40546,6063HD -T6 amz Half 050 .878 53 GLAZING BEAD, 5/16" #40396,8063 -T5 .683 .050 I - 1.097 59 GLAZING BEAD, 13/16" #4067, 8083 -T5 EXTRUSIONS Tee ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e"tm2roa c HR7I5 0 7 m 11 4127 -10 Roe C I--513 4.-•-1 x.0 0 .738 O SASH STOP COVER #4053, 6063-T5 I mo --- -2.784 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T6 PRODUCT REVISED as complying with the Florida Building Code Accepumco No O Expiration Data /7 /,- r/o/ 7 Robert L. Clark, P.E. PE 039712 Structural • GLASS TYPES A,B,C,G,H,I GLASS TYPES O,E,F,J,K,L 1AtlLt 4 ANCHOR TYPE r R SUBSTRATE I eI• a 2.3, WOOD Z CONC 1, CONC 23, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES I *WINDOW SIZE • HEAD & SILL U) g HEAD & SILL & HEAD & SILL g HEAD & SILL Q Cl) HEAD & SILL 0) 1 HEAD & SILL 1/3 1 i 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 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 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +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 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 +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 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 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 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 o m vs 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 +C2 +1 +C2 +1 3 1 +C2 +2 +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 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 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 +C2 +2+C2 +1 3 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 +02 +1 +02 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02+2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +C2+2+C2 +1 2 1 +02 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +C3 +2 +C3+1 3 1 +02 +2 +02+1 3 1 +02 +1 +02 +1 3 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +C2'2 +C2 +1 3 1 +03+2 +03 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+2 +C3 +1 3 1 +03+2 +03+1 3 1 +02+2 +C2 +1 3 1 +C3 +2 +C2 +1 3 64.000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +3 +C2 +1 2 48.000 1 +02 +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 +C2 +1 3 1 +03 +3+03+1 3 50.625 1 +02+2 +02+1 3 1 +02 +2+C2 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +C3+1 3 54.000 1+02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1+02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +04 +3+04 +1 3 60.000 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 +02 +2 +02+1 3 1 +04 +3 +04 +1 3 63.000 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C3 +2 +C3+1 3 1 +03 +2+03+1 3 1 +02 +2 +C2 +1 3 1 +04 +3+04 +1 3 106.375x 38.375 1 +02+2 +02+1 2 1 +02 +2 +02 +1 2 1 +02 +3 +02 +1 2 1 +02+3+02 +1 2 1 +02 +3+02 +1 2 1 +02 +4 +02+1 2 48.000 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 50.625 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 +03 +3+03+1 3 1+03+4 +03+1 3 54.000 1 +03+3 +03+1 3 1 +C2 +2+C2 +1 3 1 +03+3 +03+1 3 1 +05+3+03+1 3 1+03 +3 +03+1 3 1 +04 +4 +04 +1 3 60.000 63.000 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +C4 +3+C4+1 3 1 +04 +3 +04 +1 4 1 +03 +3 +03 +1 3 1 +04 +4 +04 +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 4 1 +04 +3 +01+1 3 1 +05+4 +05+1 3 111.000x 38.376 1 +02 +3+02 +1 2 1 +C2+2 +C2+1 2 1 +02 +3+02 +1 2 1 +02 +3 +02 +1 3 1 +02 +3 +02 +1 2 1 +02+4 +02 +1 2 48.000 1 +C2 +3+C2 +1 3 1 +02 +2 +02+1 3 1 +0 +3 +03+1 3 1 +03 +3 +03+1 3 1 +02 +3+02+1 3 1 +03+4 +03+1 3 50.625 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 +03 +3 +03+1 3 1 +03 +4 +03+1 3 54.000 1 +03 +3 +03 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03 +1 3 1 +03 +3+03 +1 3 1 +03+3+03+1 3 1 +04+4 +04+1 3 60.000 1 +03+3+03 +1 3 1 +02 +2 +02 +1 3 1 +04 +3 +04+1 3. 1 +04 +3 +04+1 4 1 +03+3+03+1 3 1 +04+4+04 +1 3 63.000 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +C4+3 +04 +1 3 1 +04+3+04 +1 4 1 +04+3+04+1 3 1 +C5+4+C5+1 4 Floral By F.K. 4/15/07 R..nw"°: C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ 0 OECM 0TEC'I OLOG'( 1 07 NOLOGY DRIVE P.O. OCX 1829 NOKOt4$, FL 34274 � _r_` —V'_— Visibly Better Read F.K. °° 10/17/06 10/17/05 R "!tee B REVISE ANCHORAGE FORMAT, HEAD B SILL CLUSTERS NevadB,c F.K. LW. 5/13/06 N°r7abrm A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. ey, F.K. mar 2128/08 t> 9+: J.J. mm: I 3/23105 •••• • • • • ANCHOR QUANTITIES, XOX (1/4- 1/2 -1/4 • •••• • 000000 • • 000000 I • • • • •• t • • • •• • • • 000000 • • •• 00000 •••• • • • • • •••• • • • 000000 • e• • • • • •• 00000 •••••. • • • • • • • • •••••• • • NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: 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 - (3/18" A,.090, 3/16° HS) F. 7/16" LAMI - (3/16" 118,.090, 3/16° HS) G. 13/16" LAMI IG -1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8° A,.090, 1/8° A) H. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/18" OR 3 /8° SPACE, 5/18° LAMI - (1/8° A,.090, 1/8° HS) I. 13/18' LAMI IG • 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/18° LAMI - (1/8° HS,.090, 1/8" HS) J. 13/18° LAMI IC - 1/8" OR 3/18" A, 3/18" OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/18' A) K. 13/18° LAMI IG - 1/8° OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16' LAMI - (3/16° A,.090, 3/16° HS) L. 13/16' LAMP 10 - 1/8' OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16' LAMI - (3/16" HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2° MAX. O.C. TABLE KEY: X 0 X I1 +03 + } 4 +03 +11 3 I- ANCHOR QUANTITY PER JAMB L_ 9" REF. HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MW. O.C. ANCHOR SPACING) - 126 3/4° max. I--3" MIN. 1 1 8 1 1 1 25 3/4° MAX. —1 1/2" TYP. - — 1+-3° MIN. 1 I I 1 1 1 1 1141 1 MTG. RAIL, TYP, EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) MTG. RAIL, TYP.— EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 0 X ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) rm. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT artmaamak a mm: amok HR710 NTS I 8 - 11 4127 -10 C PROI71!CT I F.V1SED with the Florida Eulb Loflc AcW,•uuxc No 0 Explreuon Daze Robert L. Clark, P.E. PE #^39712 Structural • • •••••• • • ••SIP'S • • • ••••• • • 00000 • • •••••• • • •••••• • • • •5.5•• •••• • • •••• • •••SIPS • • • • •• • • • IPSO • •••• • • O••• • • •555. • • • •••O•• • • • • • • • • • S •••• •• • ••• •• • •• ••• • ••• • • • • •ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS S AUCHOR TYPE) 80SUBSTRATE Vo 'WINDOW SIZE • H • .lOC 48.000x 38.375 SIPS 48.000 50.625 I•• 54.000 60.000 • • 83.000 53.15x 38.375 48.000 50.825 54.000 80.000 83.000 60600 x 38.375 48.000 50.625 54.000 60.000 63.000 88.000x 38.375 48.000 50.625 54.000 80.000 83.000 •• ••• 74.000 x 38.375 46.000 50.825 54.000 80.000 63.000 84.000x 38.375 48.000 50.825 54.000 80.000 63.000 88.437 x 38.375 48.000 50.825 54.000 80.000 63.000 Reee4er F.K. Reader F.K. Rend Sy: F.K. Draw, er F.K. onm: 4/16/07 DNe• 10/17/08 Dam: 5/13/08 228/08 GLASS TYPES A,B,G,H 2,3, WOOD ZONES HEAD & SILL 1 +22 +1 +22 +1 1 +6241 +62 +1 1+22 +1 +22 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1 +02 +1 +22 +1 1 +22 +1+02 +1 1 +22 +1 +22+1 1 +22 +1 +22 +1 1 +C2 +1 +22 +1 1 +C2 +1 +22 +1 1 +22 +1 +22 +1 1 +62 +1 +62+1 1 +22 +1 +22 +1 1 +C2 +1+C2 +1 1 +22 +1 +22 +1 1 +62 +1 +02 +1 1 +22 +1 +22 +1 1 +62 +1 +02 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +22 +1 1+22+1 +22+1 1 +C2 +1 +C2 +1 1 +22 +1 +02 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1+22 +1 +22 +1 1 +C2 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1+22 +1 +22 +1 1 +22 +1 +22 +1 1 +23 +1 +23+1 1 +62 +1 +62 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1 +C2 +1+C2 +1 1 +22 +1 +22 +1 1 +23 +1 +23 +1 Ro Cw,nr C Rew ms ReNNmm: A Cmckadar J.J. N 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 2, CONC ZONES HEAD & SILL 1 +22+1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +22 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +22 +1 1 +22 +1 +22+1 1 +22 +1 +C2 +1 1 +02 +1 +02 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +62 +1 +62+1 1+C2 +1 +C2 +1 1 +22 +1 +C2+1 1 +62 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +C2 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +02 +1 +62 +1 1 +22 +1 +22 +1 1 +02 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +C2 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +C2 +1 3 1 +22 +1 +C2 +1 3 1 +22 +1 +22 +1 g 40 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 1, CONC ZONES HEAD & SILL 1 +62 +1 +62 +1 1 +22 +1 +02 +1 1 +C2 +1 +C2 +1 1 +22 +1 +22 +1 1 +C2 +1 +22 +1 1 +02 +1 +62 +1 1 +22+1 +22 +1 1 +22 +1 +62 +1 1 +62 +1 +62 +1 1 +22 +1 +22 +1 1 +22 +1 +02 +1 1+22 +1 +22 +1 1+22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +62 +1 +02 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22+1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +02 +1 +02 +1 1 +03 +1 +03+1 1 +63+1 +23+1 1 +22 +1 +22 +1 1 +23+1+23+1 1 +C3+1 +23 +1 1 +63+1 +23+1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +C2 +1 1 +23+1+23 +1 1 +03 +1+23 +1 1 +63+1 +63 +1 3 3 3 3 N 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 1 +22 +1 +22 +1 1 +22+1 +22 +1 1 +63+1 +23 +1 3 3 3 2 3 3 3 3 3 2 1 +22 +1 +22 +1 1 +22 +1 +22 +1 3 3 3 3 3 2 3 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES HEAD & SILL 1 +62 +1 +02 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +02 +1 1 +22 +1+C2 +1 1 +C2 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +62+1 +02 +1 1 +22 +1 +C2 +1 1 +C3+1 +23+1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +03+1 +63 +1 1 +03+1 +63+1 1 +22 +1 +22 +1 1 +22 +1 +02 +1 1 +22+1 +22 +1 1 +02 +1 +C2 +1 1 +23+1 +23+1 1 +C3+1 +23 +1 1 +22 +1 +22 +1 1 +22 +1 +02 +1 1 +C2 +1 +22 +1 1 +23+1 +23 +1 1 +03+1 +63 +1 1 +C3+1 +C3 +1 1 +C2 +1 +22 +1 1 +22 +1 +22 +1 1 +C2 +1 +22 +1 1 +C3+1 +C3 +1 1 +23 +1 +C3 +1 1 +23 +1 +23 +1 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 4 UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L 323/06 2, CONC ZONES HEAD & SILL 1 +22 +1 +02+1 1 +C2 +1 +C2 +1 1 +22 +1 +22 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +62 +1 +02 +1 1 +C2 +1 +C2 +1 1 +22 +1 +22 +1 1 +62 +1 +62 +1 1 +02 +1 +22 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1+22 +1 +22 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1+62 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +02 +1 +02 +1 1 +22+1+22 +1 1 +02+1 +02 +1 1+02 +1 +62 +1 1 +23+1 +23 +1 1+23 +1 +23+1 1 +23 +1 +23+1 1+22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +C2 +1 1 +22 +1 +22 +1 1 +62 +1 +02 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +02 +1 +C2 +1 1 +23+1 +23 +1 1 +23+1 +23 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +02 +1 1 +C2 +1 +C2 +1 1 +23+1 +23 +1 1 +23+1 +23 +1 m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.C. sox 1320 NOKOMIS, FL 34274 TABLE 6 1, CONC ZONES HEAD & SILL 1 +22 + +22 + 1 +C2 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +22 +1 1 +22 +1 +C2 +1 1 +23 +1 +23 +1 1 +22 +1 +C2 +1 1+02+1+02+1 1+02+1+22+1 1+04+1+04+1 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 2 3 3 3 3 4 2 3 3 3 4 4 Visibly Better NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES: 3. VVINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2. MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9° MAX. FROM CORNERS AND 22 yr MAX 0.C. TABLE KEY: +-ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES 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. 0.C. ANCHOR SPACING) r I 5 3/4° MAX. MIN. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PRODUCT REVISED as samplying tho Florida Build Code By ado Product Of l Robert L. Clark, P.E. PE 939712 Structural • • • • • • • • • • • • • • •• • • • • • • • •• •••• ••• • • • • • • •• • • • • • • • • • • • • • • • • • .• • • • •• •• • • • ••• • • • ,ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 • • 4NCHOR TYPE> & SUBSTRATE • • • 5 U INDOW SIZE ••dy v H • 87 x 38.375 • • 48.000 50.625 • • • 54.000 • • 60.000 • 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 68.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 ••• Raub Br F.K. RavdB -. F.K Revd ey F.K. Omen Sr F.K. Data: 4/15/07 Data: 10/17/06 Dale 5/13/06 Deb: 2/28/06 Rxdtlmm C RaNeber Pavilions: A Cheated Bp J.J. GLASS TYPES A,B,G,H 2,3, WOOD ZONES W co t8 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3 3 3 3 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 + 1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 + 1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 1 +C3+1 2 +02 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 2 +C3 +2 2 +C3 +2 In co Q 2 3 3 2 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 4 4 4 4 yaw 3/23/06 2, CONC ZONES z; 2 08 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2+C2+2 2 +C2 +2 2 +C2 +2 2 +03 +2 1 +C3 +1 1+C3 +1 m Q 2 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1, CONC ZONES 2 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1+C3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +04 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4+2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2 +04 +2 2 +C4 +2 2 +C4 +2 co co 2 2 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 4 4 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES _ W 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +03 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2+C3 +2 2 +C4 +2 1n 2 3 3 2 3 3 3 3 2 3 3 3 4 4 3 3 4 4 4 3 4 4 4 4 4 3 4 4 4 5 5 CHG. TABLES TO 8 SELECT VALUES DUE TO ANCHOR CAN ADJ REVISE ANCHORAGE FORMAT, HEAD B SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L 2, CONC ZONES O H 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 + 1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 Cl) m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34271 P.C. BOX 1029 NOKOMIS, FL 34274 1, CONC ZONES H _ ,8 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3t2 2 +C4 +2 2 +C4 +2 2 +C4 +2 co m 2 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 2 +C3 +2 2 +C3 +2 3 4 4 4 3 4 3 4 4 4 4 PST Visibly Better NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 6/16" 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. 7/18" LAMI - (3/16' HS,.090, 3/16" HS) G. 13/16" LAMI 10 - 1/8" OR 3/16° A, 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090, 1/8" HS) I. 13/18° LAMI IG -1/8" OR 3/16' A, 5/16° OR 3/8° SPACE, 5/16 "'LAMI - (1/8" HS,.090, 1/8° HS) J. 13/16° LAMI IG - 1/8" OR 3/16' A, 3/16" OR 1/4° SPACE, 7/16" LAMI - (3/16' A,.090, 3/16" A) K. 13/16° LAMI IG - 1/8° 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, 3/18° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4° MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: O X 2 +C3 +2 13 H-- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) I 18 3/4° MAX MIN. 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" R�� X -� MTG. RAIL 183/4" MAX 1/2° TYP. MIN. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Desolcaom ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NTS 10 e 11 engft PRODUCT REVISED a iv By D on .06 5.0o1 41 p ado Pugin< i e /0, - #0/ PE 039712 SIntatural • • • • •••••• • • • • • • • • • •••••• • • • ••. • • • •••• • • • • •• • • • ••• • •••• • • •••■ • • • • • • • • • • • • • • • •• • ••• •• • •• ••• • • • M . 3.41(51 CONCRETE • • ',WOOD • • BUCK, • VOTE 3 •• •• • •OONCRETE • • *ANCHOR, NOTE 1 •• • • Peron By F.K. Rama By F.K. F.K. onron or F.K. WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 Oaf Iv 4/15/07 oea: 10/17/06 5/13/06 226!06 A I 1 3/4" MIN. E.D. TYP. 1 /4° MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 2x WOOD BUCK, NOTE 3 DETAIL E 114' MAX. SHIM • NOTE 1 0 F I ' 1 3/4° MIN. MIN. 3.4 KSI E.D. TYP. A CONCRETE DETAIL C R.rlabm: Revtgarr Reviskne Chocked ay: J.J. 1 3/8" MIN. NOTE 1 A 1/4° MAX. SHIM 2x WOOD BUCK, NOTE 3 2x WOOD BUCK, NOTE 3 1/4° MAX. SHIM — CONCRETE ANCHOR, NOTE 1 TYPICAL FLANGE FRAME SILL SECTIONS lx WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A • 8 DETAIL D REVISE NOTES 18 2 REGARDING TRIMFIT HD. 8 EMBEDMENT. ADD I.F. FRAME. CHG. NOTES TO FBC, 'CURRENT EDITION' REVISE EDGE DIST: , EMBEDMENT & Stir. REFERENCES ADD NOTE 5. Dew 3/ 323/06 114° MAX. SHIM ___t WOOD ANCHOR, NOTE 2 1 3/8" MIN. 1/ 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. SHIM 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 6083 -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 ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT (1.5 KSI CMU) ° OR PER NOTE 1 ' (3.4 KSI CONCRETE) 1 3/4" a EXTERIOR INTERIOR °. MIN. E.D (HE & SILL DETAILS TYP. Q I INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE 1 3/8 MIN. A NAILING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1828 NOKOMIB, FL 34274 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. Z. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD, NOTES: PGT Visibly Better DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5' 0.C. TYPICAL DETAILS 0, H & I. Half 11 e 11 DETAIL G (SILL) DETAIL I (JAMB) A TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS lac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT satuRebmt em,c 1111710 4127 - -10 Rey C ..,...:::a Florida f /` 7 Robert L. Clark. P.E. PE #39712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: Ec 1 - 2_ MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration 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. • `lltisN©/ ronew riCPA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as • • appsoval above. • • 'f he subrni'tted'dodwfienfation was reviewed by Manuel Perez, P.E. . •. • • • • • •• • • • . • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • 0• •0 • •• NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 • PGT Industries A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum • • . • • • • • ca¢etnei?Pwindows, prepared by Fenestration Testing Laboratory, Test R .• No. • • • :.' :: 3 L 3887 dated 10/8/02, signed and sealed by Jo e . h Chan, P.E. ..' • • • • • • (Stabmttted under NOA# 03- 0611.02) • ••. • • ••. ••• • • • • • • • • • • • • • • • • • • • • • • • .• • • • •• •. • • S. ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • •• • •• • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel Pe Product Control NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries • ••• • • •.• ••• • • • • • • • • • • • • • • • • • : • •• • • • • • .• • • • • •• •. • • ••• • • • • • .f• • • • • • • • • • • • •f •• • • • f• •• • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex DIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. • P. •• .O:CHLR• • •• • • • .1. • :N tiel'of Acceptance No. 05- 1129.11, issued to PGT Industries for di - _ 'es C -740 • .. . Atuninti n Casement Window — L.M.I., approved . 0 3/06, ex.' ti :. , 5/22/08. Manuel P y P.E. Product Contro, finer NOA No. I : ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 • • • • • • • • • • • • • •••••• • • • ••. • •••• • • • • • •• • • • ••• • •••• • • •••• • • • • • • • • • • • • • A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" • • • • P • • ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED • • • GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. • • B_ . /16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF • • • • • • SOLUTIA OR DUPONT PVB. • • • • C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. • • • D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" • • • • HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "0° CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. �4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13° SPACING (2) ANCHORS.3" APART AT MID -SPAN !, SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. waeeay. FJC R end Bma: 710/03 lima es Dab: 6/23/05 om. 12/17/02 chstaeey b: Ga F.K. F.IC Otaan F.K • NOTES: LARGE MISSILE WINDOWS • 1. GLAZING OPTIONS: 3/2$/03 Rodeo= ADD 13/1$' LG. & MOVE GLAZING DETAILS TO SHEET 2 Revision. C NO CHANGE THIS SHEET R"wronc D ADD 7$'HT., GLASS TYPES FAND O. REVISE ANCHORAGE. 1070 fECHYOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOXOM(S. FL 34274 x 0 1 4 x x CONFIGURATIONS OPTIONS I lc I 21 21 x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOTES AND TABLE OF CONTENTS Tm• ALUMINUM CASEMENT WINDOW, IMPACT sarleelr448 sok Sane .awe CA -740 NTS 1 . 13 7045-8 • NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12' PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT RENEWED 4e COmhryl,.0 , rid§ The F!srWu 9nldiagCac11 Aaspntr _ .1.IA_ Mrluc4CrraK6I Lucas A. Turner, P.E. PE 068201 Mechanical •••• • • • • • • • • • • • • ••• • ••• • • • •••• • • • • • • • • • • • • • • • •• • • • • • •• •••• • • • • • • • • • • A 1/8" ANNEALED OR --.090 PVB INTERLAYER HEAT STRENGTHENED 1 86 GLASS 1/8" HEAT STRENGTHENED GLASS Render nds FK 21251/03 3/16" ANNEALED OR HEAT STRENGTHENED — 4 3/16" HEAT GLASS I �- STRENGTHENED GLASS Remaly F.K 7/10/03 R°1der. WIC F.K 0!23/05 om.er Wa: F.K 03/25/03 a 141,440: C NO CHANGE THIS SHEET oar 5/16° LAMINATED GLAZING DETAIL .090 PVB INTERLAYER 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS & ADD 13/10'LG. .65" NOM. GLASS BITE 1 141,410. D ADD 13/16 LAMI 1.0. W/7/10 LAMIO CORRECT 5/16' LAMI DETAIL **adder 30 31 3/8" AIR SPACE – 1/8" HEAT STRENGTHENED GLASS -- NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1528 NOKOMI$ FL 34274 Visibly Better 13/16" GLAZING DETAILS CA -745 111 TS 13/16" 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT ALUMINUM CASEMENT WINDOW, IMPACT 2 a 13 .65" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS bw.gax 7045 -8 .65" NOM. GLASS BITE .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ammo PRl3413 - 9.7.4 S4'/E6 5 ( emu /4< Luca* A. Turner, P.E. PE #58201 Mechanical • • • • •••• • • •••• • • • • • • • • • • • • . •••• • • •• • •• • • • ••• ••• • • ' •••• • • • • • • • •••• •• ••• • • • • • • •• • • • • • • • • • • • • •• • • C • • ENTERLINE •• • • • • •• t•• I. • • 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) C 13" MAX. O.C. 30" MAX. DAYLIGHT OPENING MAX. WIDTH 53" MAX. 30" MAX. DAYLIGHT DAYLIGHT OPENING OPENING c'1 0 7 U 4° MAX. } 4" MAX. —1 ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. 4" MAX. ,1 p 7 " I. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATION TYP. 1 13° MAX. O.C. 60" MAX. FIXED 4" MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) / 4 %j SEE MEETING RAII,AETAIL (2) 4" MAX. 4" MAX. --•-1 I- 14 1/2" MAX. O.C. TYP. 69" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30° MAX. DAYLIGHT OPENING ELEVATION "B° - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT 1 -- -4-14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT MEWED as coraltiaE with the Timid* Bylaw-10:Z, Acsras<c EzpteKio;: I,.• !/4 . i i. By Prot ace 13 • • • •Me" F.K. Re moss. . F.K Rend es F.K ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76 AND MAK DLO TO 6B' Dram By: F.K. 3/25/03 7/10)03 Daft: 12/17/02 Re B RevAIM" C Rem: Sy CHANGE SHEET NO. REFERENCES 1070 TECHNOLOGY DRIVE NOXOMIE, Fl. 3•275 P.O. BOX 1020 NOXOMIS, FL 3•274 ViialtijalijeBezter Bor_ J(X" & XOX" ELEVATIONS Tft ALUMINUM CASEMENT WINDOW, IMPACT s"",•loda CA-740 s s•e• NTS I 3 ° 13 7045 -8 Row D Lucas A Turner, P.E. PE #58201 Mechanical •••• • • •••• • • • • • •• • • • •• • •••• • • • ••• • • • • • • • • • • • • • • • • •• • • •• •• • •• • • • •• •�• • • • • • •• •• •• •• •• ••• ••• •• • HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 13" MAX. O.C. 4" MAX. 37" MAX. WIDTH 30" MAX. -- DAYLIGHT - OPENING X' 4" MAX.-1 I ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 30" MAX. 14 1/2" MAX. O.C. 97" MAX. WIDTH 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT DAYLIGHT 53" MAX. DAYLIGHTOPENING OPENING �\ SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4° MAX. AX- T -- " -G-13" MAX. O.C. -4 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING I 4" MAX. I L 4" MAX, E "E" - "O" (SEE SHEET 7 FOR PRESSURES) 6 9" MAX. DAYLIGHT - OPENING 76" HEI i MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION AX. GHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT - 60" MAX. FIXED -� ELEVATION "F' - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 0 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT PRODUCT RENEWED se emptying eft the Melds %siding Cuba Acmpinzm PW Eapfadaa 64113 6 ( /L/ r /o J Rev= OBM P.K Rgs46y. F,K 9894 sr F.K Omen Br F.K baan 325603 berm 623/05 0"d: 7/10/03 Dam 12/17/02 Red*"": Reddmm Hr/r"i"m D e"eem Br F.K CHANGE SHEET NO. REFERENCES ADD HiNGE DETAIL 8 HINGE LOCATION NOTES CHANGE MAX HT. TO 76' AND MAX DLO TO 69• tlem 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SOX 1629 NOKOMI9, FL 34274 v�aeKe" rc_T an"pa,n; %C", "O ", XO" & "OX" ELEVATIONS lffir ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 4 > 13 man° w 7045 -8 Lucas A Turner, P.E. PE #88201 Mechanical •••• • • •••• • • • • • • • • • ••• • •••• • • •••• • • • • • • • • • • • • • • ••• •• • ••• • • • • • • • ••• • • • • • • COMPARATIVE ANALYSIS TABLE 1 "X" • WIDTH • •t9 1/8 • 60 - ▪ 12 34 36 37 TABLE 2A. w.mer Lute F.K. 925/03 eead8y Oder F.K. 7/10/03 a.ndCF Oats: F.K. 023/OS 13 .., or Dec F.K. 12/17/02 "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT A B,E A B,E A B,E A B,E A B,E B,E A B,E A B,E 26 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 A..muic B RBVISIOITS Cheatod By POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 ADD GLASS TYPE E TO TABLES 1 & 4 NO CHANGE MIS SHEET REVISE ANCHORS 8 ADD 70• HEIGHT OPTION 43 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 - 90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 48 NEG -90.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 -90.0 -61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P 'BOX 1520 NOKOMIS, FL 34274 POS ' 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 "X" WINDOWS 50 5/8 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 Visibly Better 54 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 POS 70.0 70.0 70.0 70.0 70.0 -90.0 -53.4 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 s."/Moat CA -740 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.8 70.0 44.8 70.0 43.5 70.0 NTS 60 NEG -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 . -75.0 -41.1 -75.0 NOTES: Qo 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.S.F. POS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 Mee 5 .' 13 63 NEG -90.0 -90.0 -88.3 -90.0 -67.8 -90.0 -47.7 -90.0 -42.4 - 75.0 -39.7 -75.0 -38.6 -75.0 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1 -90.01 70.0 TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/18 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 X 66 NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 7045 -8 D POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69 NEG -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 LOOKKIIIINVISED Lucas A. Turner, P.E. PE #58201 Mechanical • • • • • ••.. • • • • • • • • • • • • • • . ••• ' • •• •• • • • • ••• • ••• • • •• •••• . • • ▪ •••. •• • ••• • • ••• • . • • • • • • • • • • •• • • • I• • • • C ANALYSIS TABLE 3. • •n "WIDTH • ' 37 • 43 I •• ' SO 1/8 - 57 60 72 74 e tlen FK 6/23/06 Owe 9T 0N: F.K 12/17/02 A A A A A A A A A A R-ed Bf• Den Rend BF One: 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 RosIsterc en ane POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 "XX" WINDOWS GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) HEIGHT 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 REVISE ANCHORS B ADD TABLES 76' HEIGHT OPTION Den 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -85.5 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.4 59.0 48 NEG -75.0 - 75.0 - 75.0 -75.0 - 74.4 -88.4 -61.8 -57.5 -54.3 -52.8 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMIS, FL 34274 POS 70.0 70.0 70.0 70.0 70.0 68.4 81.8 57.5 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 70.0 65.5 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 c visibly Better 54 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -80.0 -56.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 58.1 51.8 47.9 46.4 seewmeere 04-740 57 NEG -75.0 -75.0 -75.0 -72.1 -83.0 -58.5 -53.8 -48.6 -44.8 -43.5 NTS POS 70.0 70.0 70.0 70.0 83.0 58.5 53.8 48.6 44.8 43.5 6 m 13 TEST REPORTS: FTL -3582 60 NEG -75.0 -75.0 -75.0 -69.5 -80.8 -56.2 -50.4 -45.2 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -87.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 0 ^-+re Ra 7045 -8 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Ran D X X I ( / - 1-176 7- Lucas A. Tnmer, P.E. PE 958201 Mechanical • • •••• s • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •••• • • • • • e • • • • ••• • • ••• •• • • ••• • • •• • 3912 • • 5012 531/8 54 5512 87 5812 COMPARATIVE ANALYSIS TABLES. 120 "0° & "1/4-12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/18" LAMI (1/8°A,.090,1/8"HS) B. 5/18° LAMI (1/8'HS,.090,1/8"HS) C. 7116" LAMI (3/18 E. 13/18" LAMI (1 /8 "HS,3I8" SPACE,5N8" LAMI -W/ 1181HS,.090,1/8"HS) F.13116" LAMI (1/8 "A,AIR SPACE .7 /16" LAMI -W/ 3116 HEIGHT 28 31 38 38 3/8 43 48 50 5/8 64 57 60 63 67 72 76 NEG POS NEG POS NEG POS NEG P05 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS A •75.0 70.0 -78.0 70.0 -75.0 70.0 -70.4 70.0 - 80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 - 55.0165.0 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 89.0 -52.8 52.8 -49.9 49.9 - 48.4 48.4 - 43.5 43.6 -41.1 41.1 -38.6 38.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90 .0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0165.0 -55.01 55.0 - 55.0155.0 A -76.0 70.0 - 75.0 70.0 -67.8 87.8 -82.1 82.1 -85.7 55.7 - 49.8 49.8 - 48.9 46.9 43.6 43.6 -41.1 41.1 -38.6 38.8 - 36.5 38.5 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 87.4 70.0 -83.2 70.0 - 55.0155.0 -55.01 55.0 -55.01 55.0 A -76.0 70.0 -75.0 70.0 - 62.4 62.4 - 58.4 58.4 - 83.3 63.3 - 56.4 58.4 - 53.4 63.4 - 60.0 50.0 - 48.9 48.9 - 44.3 44.3 -41.9 41.9 B,E -75.0 70.0 - 76.0 70.0 -78.0 70.0 -76.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F - 90.0 70.0 -90.0 7 0 . 0 -90.0 7 0 . 0 -90.0 70.0 -90,0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -84.8 70.0 - 79.7 70.0 -75.6 70.0 -55.01 55.0 - 55..0156.0 - 55.0155.0 A -76.0 70.0 - 70.3 70.0 -58.0 58.0 - 54.8 54.6 -59.3 59.3 - 53.6 63.8 - 50.9 60.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 - 39.7 39.7 B,E - 75.0 70.0 -76.0 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0 - 78.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 - 90.0 7 0 . 0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 882 70.0 -81.8 7 0 . 0 -76.9 70.0 - 724 70.0 -69.2 69.2 - 55.0155.0 - 55.0155.0 -55.0 ( 65.0 A - 75.0 70.0 -65.0 85.0 - 64.3 84.3 51.1 61.1 48.1 85.1 -51.4 61.4 - 48.8 48.8 -45.3 48.3 -42.6 42.5 - 40.4 40.4 - 38.4 38.4 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70,0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 48.0 70.0 - 80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 -64.1 64.1 - 55.0155.0 - 68.0165.0 - 8321532 A - 75.0 70.0 -60.8 60.8 -51.3 51.3 - 48.3 48.3 - 52.7 52.7 - 48.7 48.7 48.9 48.9 - 43.6 43.6 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -74.3 70.0 C,F - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -812 70.0 -78.7 70.0 -70.3 70.0 -68.8 66.8 - 83.5 83.5 -60.5 60.5 - 55.0155.0 - 52.6152.8 -49.61 49.6 A -78.0 70.0 - 58.7 58.7 - 48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 -44.2 44.2 -42.2 422 - 40.1 40.1 - 38.0 38.0 - 38.2 36.2 B,E -76.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -68.5 6 8 . 5 - 8 3 . 0 6 3 . 0 - 6 0 . 0 6 0 . 0 5 7 . 3 5 7 , 3 5 3 . 8 1 5 3 . 8 4 9 . 4 1 4 9 . 4 4 8 . 2 1 4 6 . 2 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.6 49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.8 37.6 -35.9 35.9 B,E - 76.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 - 75.0 70.0 -75.0 70,0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -88.9 704 -76.0 70.0 -70.1 70.0 -66.4 65.4 -61.8 81.8 - 59.1 59.1 - 56.4 68.4 - 52.8152.8 -48.41 48.4 4521452 A -75.0 70.0 -57.1 67.1 - 48.4 48.4 - 43.3 43.3 -47.5 47.6 -43.9 43.8 -42.2 422 - 40.8 40.8 -39.1 39.1 -372 372 -35.4 36.4 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 - 75.0 70.0 -76.0 70.0 -78.0 70.0. - 76.0 70.0 -76.0 70.0 -78.0 70.0 -74.3 70.0 -70.8 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 7 0 . 0 -84.3 70.0 -72.5 70.0 -88,4 88.4 - 83.6 63.8 - 80.1 60.1 -57.5 87.6 - 64.8 54.8 - 51.1161.1 - 48.8146.8 43.6143.6 A -75.0 70.0 58.2 582 44.8 44.8 -42.1 42.1 -48.2 482 -42.5 42.5 -41.2 412 - 39.8 39.8 - 38.5 38.6 -36.7 38.7 - 34.8 34.8 B,E - 75.0 70.0 -76.0 70.0 -78.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 73.3 70.0 -69.6 69.6 C,F - 90.0 70.0 -90.0 7 0 . 0 - 90.0 7 0 . 0 - 90.0 70 . 0 -8 1 8 70 0 - 7 0 7 7 0 0 - 6 8 . 7 66 . 7 -6 1 . 8 6 1 . 8 5 8 . 7 5 8 . 7 5 5 . 9 5 8 . 9 5 3 2 532 -49.41 49.4 - 45.2145.2 -42.61 42.8 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -402 402 - 38.7 38.7 - 37.6 37.8 - 38.1 38.1 -34.2 342 8,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -72.2 70.0 - 88.4 68.4 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -79.4 70.0 -69.0 69.0 -64.9 64.9 - 80.4 60.4 - 57.3 57.3 -64.6 64.5 -51.6 51.8 -47.8 47.8 43.6 43.8 -41.7 41.7 A -72.9 70.0 - 53.4 53.4 -42.2 422 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.8 37.6 - 38.7 36.7 -35.8 35.5 - 33.7 33.7 B,E -76.0 70.0 -78.0 70.0 - 76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -78.0 70.0 -73.3 70.0 =71.0 70.0 -67.4 67.4 C,F - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 - 69.1 59.1 -55.9 55.9 - 63.0 53.0 - 60.0 50.0 -48.3146.3 -42.81 42.8 40 81418 TABLE 7. "0" &'1/4-12 -1 /4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16° LAMI (3/16'HS,.090,3/18"HS) ALL "0" SIZES UP TO 60 WIDE x 63" HIGH AND ALL "1/412.1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1. 90.0170.0 TABLE 7A. "0 & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL4607, FTL4808 GLAZING OPTIONS: D. 7/16 LAMI (3/16"HS,.090,3/181HS) G. 13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/18"HS,.090,3/16"HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND AU. "114-12 -114 XOX' SIZES UP TO 120" WIDE x 78" HIGH 1. 55.0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR QO 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Road Br DM F.K 312503 B ADD GLASS TYPE E TO TABLE 6 Road By. Oa* Rsriome F.K 7 /10103 C NO CHANGE THIS SHEET Revs: BY. Dsla; Rabic= F.K. 0/23!05 0 CHANGE ANCHORS AND ADD 75" HT. OPTION itr Dabs F.K. 12/17/02 Ws. 1070 TECHNOLOGY DRIVE NOKOMIS, F194275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS rad ALUMINUM CASEMENT WINDOW, IMPACT CA-740 So* beat NTS 7 d 13 7045 -8 D 1 4 x 1 2 0 1 4 x O � OMK7' BD •• Melee PRODUCT REMEWED a► oumpIybg ffiswiffi &Meg AecepmncBNo Date Lucas A. Turner, P.E. PE 058201 Mechanical 3 • • • • ••. • • • •••• • • • to • • • • • • • • • ••• • • • •• •• • • • • ••• • ••• • • •••• •• • • • • • •••• •• • • • • • • ••• • • • • • • • • • • • • • • COMPARATIVE ANALYSIS TABLE 8. • • • "XO" "XOX" WIDTH WIDTH • 37 551/2 • 48 72 • 491/3 74 • 63 1/8 79 2/3 ••56 84 • 80 90 • 64 96 67.333 101 70.917 108 3/8 72 108 74 111 tar 3125o3 arm: 7/10103 0/23105 mra 12/17/02 Itermbns C R°rmbmr Chocked ay A A A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.8 -70.4 -67.9 ADD GLASS TYPE E TO TABLE NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76* HEIGHT OPTION a"4: '%O" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -71.1 -68.4 -81.8 -80.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 61.8 60.4 59.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -68.4 -61.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 58.2 55.1 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -71.9 -83.9 -58.9 -55.6 -51.9 -51.1 -49.9 P Vr91b1y Elsner POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -87.7 -60.0 -56.1 -52.6 -48.9 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 87.7 60.0 56.1 52.6 48.9 47.9 46.4 NTS 57 NEG -75.0 -75.0 -75.0 -72.1 -64.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 84.9 58.5 53.8 49.4 45.8 44.8 43.5 NOTES: n0 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. 60 NEG -75.0 -75.0 -75.0 -69.5 -82.7 -58.2 -50.4 -45.9 -42.8 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 62.7 56.2 50.4 45.9 42.8 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 -38.8 ALUMINUM CASEMENT WINDOW, IMPACT SniestiMek CA-740 8 a 13 m«a 7045 -8 POS 70.0 70.0 70.0 67.5 80.4 53.4 47.7 43.1 40.3 39.7 38.6 TABLE 9. °XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTIONS: B. 5/16' LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/81-18,3/8" SPACE,5 /16° LAMI -W/ 1 /8"HS, 090,1/8"HS)TS: FTL -3582, FTL -3729 ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX° SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. 1(0" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 °A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63° HIGH 1 -90.01 70.0 TABLE 10k "X0' or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.09 3S161IS� 580, FTL-4807, FTL-4608 ALL 9(0" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 Din PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS sm. Row D 1 3 X 1 3 O 1 3 x X 0 0 X PRODUCT RENEWED u comptytag with the Seri* Redding Code Aceeptarze No Sato f1 ; /cr Lucas A Turner, P.E. PE 088201 Mechanical •••• • • • • •••• • • • • • • • • • • • • • • • ••• • • •• •• • • • • ••• • ••• • • •••• •• • • • • • •••• •• • • • •• • •• • • • • • • • • • • • • • • COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX' & %COX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A,.090,1/8"HS) B. 5/16" LAMI (1 /7HS,.090,1 /8"HS) C. 7/18° LAMI (3/18 °A,.090,3 /17HS) FTL'3729, FTL 4507, FTL-4808 E. 13/18" LAMI (1/8 "HS,3/8" SPACE.5 /18° LAMI -W/ 1/7HS,.090,1/7HS) F. 13/17 LAMI (1/8 "A,AIR SPACE,7 /18" LAMI -W/ 3/17A,.090,3/16 "HS) HEIGHT • WIDTHS •• 118.919 %OX° VENT FIXED • 891284 •• • •95.973 ••• I t8l49 •• i 115.892 122 123.135 128.000 130 130.378 134 19.125 24 27 30 32 33.887 34 34.791 35.898 38 37 31.014 38.919 42.973 48.849 51.892 54.827 55.135 58.418 58.209 58.378 60 A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A 8,5 C,F A B,E C,F A B,E C,F A B,E C,F A B,E 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -80.0 -74.3 -75.0 -90.0 -72.9 -75.0 C,F -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 NEG -75.0 -75.0 -90.0 -89.1 -75.0 -90.0 -80.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -76.0 -90.0 -48.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.8 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 70.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 80.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.8 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -67.2 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.8 -75.0 -90.0 -42.8 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -76.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.8 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 Treed 9y ON": Rowan= F.K 8 0 CHANGE ANCHORS AND ADD 75'HEIGHT OPTION Dram On D°!": CM"8sa as p F.K. 12/17/02 43 NEG -74.1 -75.0 -90.0 -56.5 -75.0 -90.0 -82.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -86.8 -47.9 -75.0 -85.0 -48.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 58.5 70.0 70.0 82.1 70.0 70.0 54.5 70.0 70.0 61.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 48.7 70.0" 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 R°.mey FK NO CHANGE THIS SHEET 48 NEG -84.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.8 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 -877.3 POS 84.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0, 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 89.3 41.4 70.0 89.1 40.4 70.0 67.3 50 5/8 NEG -80.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -76.0 -79.6 -45.5 -76.0 -732 -42.8 -75.0 -89.4 -42.4 -75.0 -88.8 -41.8 -75.0 -87.3 -40.4 -75.0 -85.3 -40.3 -75.0 -85.1 -38.2 -75.0 -83.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 88.6 41.6 70.0 87.3 40.4 70.0 65.3 40.3 70.0 85.1 39.2 70.0 63.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 O NOKDM BX IS, FL }528 34274 54 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -75.0 -87.0 -42.7 -75.0 -41.4 -64.7 -75.0 -84.1 -40.2 -38.9 -75.0 -60.6 -75.0 -37.7 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 -90.0 -48.2 70.0 44.9 -75.0 70.0 70.0 42.7 70.0 41.4 70.0 64.7 41.1 70.0 64.1 40.2 38.9 70.0 60.6 38.8 70.0 37.7 70.0 NEG -58.1 -75.0 -90.0 -41.6 -75.0 -75.0 -81.9 -42.0 -75.0 -40.7 -39.5 -75.0 -39.3 -75.0 -60.5 -38.7 -75.0 -75.0 -57.8 -37.6 -75.0 -57.4 -38.7 -73.3 PIG" Visibly Better POS 58.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 40.7 70.0 84.8 70.0 70.0 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 36.7 70.0 55.9 NEG -75.0 -90.0 -43.6 -75.0 -77.2 -40.1 -88.3 -38.6 -78.0 -37.5 -37.3 -74.8 -38.9 -73.7 -58.5 -38.2 -72.4 -54.7 -71.0 POS 53.3 70.0 70.0 39.2 70.0 70.0 43.8 70.0 40.1 70.0 70.0 81.4 37.5 70.0 58.4 70.0 57.9 36.9 70.0 70.0 54.7 38.1 70.0 54.6 70.0 53.0 StaimMarst 63 NEG -50.5 -75.0 -90.0 -38.9 -73.8 -85.2, -41.1 -75.0 -73.1 -38.0 -75.0 -83.1 -58.8 -35.7 -71.4 -35.5 -71.0 -55.2 -35.0 -70.1 -51.9 -34.3 -51.7 -87.4 -50.0 NTS POS 70.0 38.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 83.1 58.8 35.7 70.0 55.7 70.0 552 35.0 70.0 53.8 34.3 51.9 68.5 81.7 87.4 67 -55.01 55.0 -55.01 55.0 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2.IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. F.K 3/25103 El ADD GLASS TYPE E TO TABLE 11 Be. Kembaner 7/10/03 C 72 -55.01 55.0 -55.01 55.0 -55.0155 0 -47.71 47.7 -42.81 42.8 78 NEGIPOS 44.61 44.6 41.91 41.9 -41.8141.8 "XO° & "OX" VVINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/18" LAMI (3/17HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 87 HIGH WITH 3r MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or 'lox" SIZES UP TO er WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 70.0 TABLE 12A. "XO" or "OX" & "'COX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL-4808 ALL "XOX" SIMS UP TO 134" WIDE x 78° HIGH VVITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED VVIDTH AND ALL ")(0" or "OX" SIMS UP TO 8r WIDE x 78° HIGH WITH 37' MAX. VENT WIDTH AND 80" MAX. =C<ED WIDTH 55.0 ALUMINUM CASEMENT WINDOW, IMPACT OnFor. Mo. 7045-8 UNEQUAL UTES UNEQUAL UTES UNEQUAL LITES PRODUCT RDIEPIRD Lucas A. Turner. P.E. PE #58201 Mechanical 0 •••• • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • •• • •••• • • • • • • • • • • • • • • • •• • • • • • •• S • •• • • • • • � • •• . •• • ••• ••• • ••• ••• • I••• • • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) Pared* FK Rem4er F.K Remo ex FK Omen er F.K. O.let 328/03 7/10/03 ther 623/05 Oms 12/17/02 VERTICAL SECTION OPERABLE UNIT B Revitim ReeHfine enraeer ADD 13/1r J.G. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 Oaf. MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT II �� L DAYLIGHT OPENING -►I (SEE SHT. 3) I 13 c; Visibly Better �+w+1 MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X ewnaoese CA -740 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX NTS 110 d 13 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT 7045 -8 Lucca A. Turner, P.E. PE #58201 Mechanical •••• • • • • •••• • • • • • • • • • • •• • • •• • • • • • •• • •• • • •••• • • • • • • • • •• •• • • • • • FRAME ASSEMBLY •TUBE, MATL: 6063 -T6 • X" FRAME JAMB • ••. S. • • • • •• •• • • • ••• •• • • "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB FRAME HEAD OR SILL #Bx1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER 1 SASH FRAME SIDE RAIL IT: SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 0 1.376" .095 "-T CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .438" I .434" 2.854" .062" NOM. .440" 159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .082" NOM. I -2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A L 2.784 " --I FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A .062" NOM. { < <7 / /ci 2.919" • • Rom:113r F.K. X87 F.K F.K 5, ey F.K Daft :/28/03 7/10/03 Der 8/23/05 12/17/02 itwismx B Revisions C ao rdorn amine* NO CHANGE 1H19 SHEET NO CHANGE THIS SHEET ADO ITEM 89 Oster 1070 TECHNOLOGY DRIVE' NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OE3 Visibly Bette. EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a"mmse CA-740 NTS 11 d 13 Ornins So. 7045-8 LUCAS A.'. carte;, P.E. PE #58201 Mech"Okel PARIS LIST IE M DWG # PGT. # DESCRIPTION • 7002A MAINFRAME -HEAD, SILL & JAMES 2 1155 781PQA #8 X 1 QUAD PH SMS 7008 FRAME CORNER KEY • •`A 1/2"X1/2"XI/8" CLOSED -CELL FOAM TAPE • •g 7003A SASH • TOP, BOTTOM & SIDE RAILS 6 • 1155 781PQA #8 X I QUAD PH SMS 7017 67017K BULB WEATHERSTRIP .187X.240 • • 418 7009 SASH CORNER KEY • • 7024 MAXIM MULTI-POINT LOCK 10 7026 LOCK SUPPORT PLATE • •'r #10.24 X.562 PR PN. TYPE F • • at 7014 MULTI -LOCK KEEPER (R R & L.H.) _ 13 1157 78X78PPSMS #8 X .875 PH. PH. SMS T • 15# 7013 TIE BAR GUIDE 7015 TIE BARASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.FL & RH.) 22 7858ZA #8 X 5/8° FLT, PE LL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #1O X.500 PH. NIL 30 5/16" LAMINATED (1/8A & I/SHS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16° LAMINATED (1 /8HS & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3/16115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONTPVB 33 7/16" LAMINATED (3/16113 & 3/16H5 GLASS) 0901NTERLAYER - SOLUTTA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7 /16 ") 43 1224 6TP247 VINYL BULB WSTP (THIICK) 44 46 SILICONE -DOW CORNING 899, 995 OR EQUN PARABOND 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN, TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712XIPPT #12 X 1° PH. PHIL. TEL 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP•ON T- HANDLE KNOB 72 7018 7FL DHD FOLDING HANDLE Fe= NM Oar F.K 9126/03 E ADD 13/16%0 GLASS 8 GLAZING BEAD 1070 NOKOMIOLOG OXOMt3, FL ; P.O. BOX 15 NOXOMIS. FL 3 F K 7/10/03 0' C NO CHANGE THIS SHEET . ,. N.. F.K. nom,er. 653/05 Serbians D ADD EOUW.. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 85 F.K. Otlx 12/17/02 G"d¢e - Oen. _.. I ••. • • • • • •••• • • • • • • • • • • • • • • • • •• • • • ••• • •••• • • • • • •••• • • • • • • • • • • • • • • • • • PARTS LIST CONT. ITEM 73 74 75 80 81 82 83 85 86 87 88 89 DWG# 7025 7016 7005/, 1155 7010 7007 7047 7071 PGT. # 70834A 781PQA 67407 13/16' 13/16" 13/16° 67071 DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & IAMBS #8 X 1 QUAD PN SINS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" 1G.) LG. GLASS (1/8°115, AIR SPACE, 5 /16 °LAMI) 5/16° LAMI = (2) LITES OF 1/8°10 GLASS WITH AN.090 INTERIAYER - SOLUTIA OR DUPONT PVB LG. GLASS (1/811S, AIR SPACE, 7 /16"LAMI) 7/16° LAMI 3/16A & 3/16115 GLASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONT PVB LG. GLASS (l/8"HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI= 3/16HS & 3 /I6HS GLASS WITH AN,0901NTERLAYER - SOLUTIA OR DUPONT PVB CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .050" .040" .423" .706" ftT Visibly Better 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" �ff .050" --iF+$ .865" 0 7/16' GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .865" 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 sommoda 993" _ .289" .040 1 -►� - .172" .870" .125" �- .062" .093"J 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A T -1-1 _II .050" F� - .569" 85 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 1.124 - 2.701 PARTS LIST & EXTRUSIONS Tea ALUMINUM CASEMENT WINDOW, IMPACT CA -746 NTS 12 d 13 7045 -B A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 Row D • i • • ✓'L,G • r A P I C �r- (I /21 Lucas A. 1enner, P.E. PE 988201 Mechanical YDRIVE 4 275 29 4274 • • • • •••• • • • • • • • • • ••• • •••• • • •••• • • • • • • • • • ▪ • • • •• •• •• • • • • • • • A 2x WOOD BUCK • (SEE NOTE 3) • • o 'J4" MAX. SHIM - • • ' %E NOT: •••• .1•• • ••• •••• • •••• •• • • • F.K. Rena GO: F,K &WM at F.K. Danz 7/10/03 . Date: 0/23/05 Om: 12/17/02 1 1 /2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK fte"eWs Cher Wei 1/4" MAX. SHIM ASEE NOTE 1 A lx WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM r� A &SEE NOTE 1 SEE NOTE 4 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/18' TAPCONS & #14 SCREWS 6 iff ow 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE ,A SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 523 NOKO�MIS, FL 1 34274 1/4" MAX. SHIM ASEE NOTE 1 iT Vsrlbly Better & 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM - r - A SEE NOTE 2 aew,uoear CA -740 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS 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. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. rr•e er ee": Om* .. FX. 3/25/03 S oe: ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT NTS mwe 13 m 13 SEE NOTE 4 A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 11/4 "L- MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Amy 4. 704 - xer D A SEE NOTE 4 PRODUCT RENEWED IS emptying with the Mitt Winn Code A•oeptN. / are !_.rw z•- (IMF ( 474 Lucas A. Turner, P.E. PE 058201 Mechanical MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: 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.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small 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. •INSPEFI.JON: � r cepYof this entire NOA shall be provided to the user by the manufacturer or its • distritut , agd hgjlbvailable for inspection at the job site at the request of the Building Official. • .Thika(Y4 a NOA 105- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. • Th a submitted docurzleJ tati4a was reviewed by Manuel Perez, P.E. • • • • • • • • • • • • • • • • • • • • • • • • • • • Cdr -�J�, • • • • i• • • • • • 7� • • • • .1 • ▪ •• •• • • ••• • • • • • •• • NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) .. 0.0 • • • • • .. • . • • • • • • .. ... 41• • • • 41• • 000 • • 000 4100 • • 0 • • • • • • • • • .. • • • • • • • 00 • • • .. 00 • • 80 • • • 000 • • • • .0 • • • • • • • • • • • • • 000 • • • • 00 .. • • • .. 00 0410 • • • .05 • • E -1 Manuel Pe Product Control a:f "er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI FED 5. 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung • • • • • • • • • • • • Y';ncloyy� impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL • • • • • • • 463P dhtid 08/11/05, signed and sealed by Edmundo Largaespada, P • • • ••• • • •tSnbrnitd under previous NOA #05- 1018.01) • •.• • • ••. ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • •.• • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • IS •• ••• • • • ••• • • E -2 Manuel Per . Product Control flni r yr- NOA No. 07 I 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 141'L -4646, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05; signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER1 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- • • • • • ; • • • •V0$ 414a inum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on .. .•.. 03423/1'. • • • • • • • • • .• ••• •• • • ♦ •• • • • • • •• •• • • • • ••• •• • • • • • • • • • • •. • • • • • • • • • • • •• •• • ••• • • • ••• • • • • •.• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • E -3 anuel Product Contr i . 1 ■ er NOA No. i • 1.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • • • • • • • • • • • • • •••• • • •••• • • • • • •• • • • ••• • •••• • • •••• • • • • GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS t.AZIII3 OPTIONS: (SEE DETAILS ON SHEET 2) • A. 5/18 LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. o ft 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. •e. RI! LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •%.;14; LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • MUM PVB. . wee LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • �. 13/18° LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A • no DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • •11.41y13' LAMI IG: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518° 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. 61 LAMI 13: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS • WIT AN ,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI 13: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI 13: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR 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. L. 13/18° LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/18' LAMI IG: (1) LITE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) g. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 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 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4645, FTL -4846, FTL -4847, FTL -4848, FTL -4649, FTL- 4850, FTL- 4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY 1� HURRICANE ZONE (HVHZ). ww.rep FJC N- FJC CHANGE NOTES S a 7. ADD NOTE 8. ADD GLASS TYPE TO NOTE 1. GLAZ/NGOPT/ONS ADD FTL-4723 TO NOTE 7. oawner FJC Aft Art 11/13/06 OtIr 124,56 9/1/05 Rsofebwn rt wk,e B A ClrnNdB): J.J. Doc 123107 1070 TECHNOLOGY DRIVE NOKOMIS. R.34278 P.O. BOX 1828 NOKOMIB, FL34274 PST Vtsl6ly Better GENERAL NOTES r.e ALUM. SINGLE HUNG WINDOW, IMPACT smobst SH700 NTS Sae s 11 4040 -20 B 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 7 ANCHORAGE 8 -11 PRODUCT REVISED as complying with the Florida iaidled Code Asepses N. e - 13 06 .pwme1111e ,?C) ,/i .. !0- Robert L. Cork, P.E. PE #39712 Structural •• • • • • • •• • • • • • • •• • • • ••• • •••• • • •••• • • • • • • • • • • • • • • • •• • • ••• • ••• • 86,87,88 or 92 tr 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2' NOM. GLASS BITE 1/2° NOM. GLASS BITE 1/2" NOM. GLASS BITE 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 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER —� 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. <] EXTERIOR INTERIOR * (ALL SECTIONS) Anal By Read Er F.K Hamar FJG tlsmajt F.K ADD IIEM92 TO 6 LAW LG. GLASS (MA) & L.4M113 NOTE NO CHANGE THIS SHEET Doe 2/23/07 11 /1368 an° 1/24/68 Aft 9/1/05 1010 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1829 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS m" ALUM. SINGLE HUNG WINDOW, IMPACT Serkehbfat SH700 Full 2 e 11 4040 -20 B Robert L. Clerk, P.E. PE 939712 SWdurel •• •• • • •••• • • • • •• • • • ••• • •••• • • •••• • • • • • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS • • • WINDOW HEIGHT WIDTHS GLASS TYPE 63" 66" 68" 70" TABLE 1. 72" 74" 78" • 48" • i•�4•i .0".. iatcw UP TQ n 118" • • GLASS TYPES: A,B,M A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 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. 7/18" LAMI - (3116"A,.090, 3/16 "A) E. 7/16" LAMI - (3/18 "A,.090, 3/16 "HS) F. 7/16" LAMI - (3/16"HS,.090, 3/18"HS) G. 13/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8 "A) +80.0 +80.0 +80.0 +79.6 +80.0 -80.0 -80.0 -80.0 -79.8 -80.0 +80.0 +80.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 •••• STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION B FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS i 46+'.4 GLASS TYPE 38 3/8" 44" WINDOW HEIGHT 50 6/8" 63" TABLE 2. 72" 74" 76" • • 60" 52" 63 1/8" UP TO 831/8" A,B,M A,B,MA A,B,M C ,D,E,F,G,H,I,J,K,L +80,0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80,0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +79.9 +78.9 +75.0 +80.0 -80.0 -79.9 -76.9 -75.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -68.0 -70.0 +70.0 +70.0 +68.8 +88.7 +70.0 -70.0 -70.0 -68.8 -88.7 -70.0 +70.0 +70.0 +67.6 +85.5 +70.0 -70.0 -70.0 -87.8 -65.5 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN W NDOWS W/ HIGH SILL OPTION A„ BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 53 1/8" GLASS TYPE D, E, F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) 17 1/8" +80.0 I -80.0 22 11/16" +80.0 I -80.0 28 3/16" +80.0 I -80.0 33 3/4" +80.0 I -80.0 39 6/18" +70.0 I -70.0 44 13/16" +70.0 I -70.0 50 3/8" +70.0 I -70.0 56 16116" +70.0 I -70.0 TEST REPORTS H. 13/18" LAMI 10 - 1/8"HS, AIR SPACE, 5/18" LAMI - (1/8 "A,.090,1 /8 "HS) FTL -4646 I. 13/18" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8"1-1S,.090,1 /8 "HS) FTL -4846 J. 13/16" LAMI I0 - 1 /8"HS, AIR SPACE, 7/16" LAMI - ( 3/16 "A,.090, 3/18 "A) FTL4849, 4650 K. 13/16" LAW* - 1 /8 "HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3 /16 "HS) FTL4649, 4650, 4958 L. 13/16" LAMI I0- - 1/8"HS, AIR SPACE, 7/18" LAMI - (3/16"HS,.090, 3/16"HS) FTL4849, 4850 M. 13/16" LAMI 10 - 1/8"A, AIR SPACE, 5/18" LAMI - (118"A,.090, 1 /8 "A), FTL -5083 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.® Arad !be ate Famblonsr Roost Or Owe /brbimc F,K 11/1368 B UPDATE TOABM E 1900-02 REMOVE STD VIEW84SH HT REF, TABLE REVISED CUSTOM FORMAT OPS ADD /147 FIN, UPDATE TEST NOS 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 'tod* F.K Dam Br FJG owG 12466 9/1105 Robing A ADD FTL-4723 TO GLASS TYPES A AND G. armaebe Oft J.J. 2123107 P.O. BOX 1626 NOKOMIS, FL 34274 +80.0 +80.0 +78.8 +76.9 +80.0 -80.0 -80.0 -78.8 -76.9 -80.0 FT1.- 4847, 4848, 4723, 4957 FTL- 4847, 4648 FTL- 4647, 4648 F11-4845, 4885 FTL-4845 FTL -4645 FTL -4648, 4723 Visibly Better +80.0 +80.0 +77.3 +75.4 +80.0 -80.0 -80.0 -77.3 -76.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80.0 Elahabbkt SH700 -80.0 -79.0 -75.9 -74.0 -80.0 TABLE 4. NTS HT. W HT. HT. ant 3 a 11 "0" MEETING RAIL "x" "0" MEETING RAIL "x" "0" MEETING RAIL s WHT. MINUS SASH HT. 49H DESIGN PRESSURES Ire ALUM. SINGLE HUNG WINDOW, IMPACT OmMvAU 4040 -20 B PRODUCT REVISED es esapbled wkb Art VIM& Daddies Cede Aanpaeoe Ns Raphidos Dee T'77. rie i.., rr,.,. 4111111 .O4 za/ Robert L Clark, P.E. PE 109712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4° C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/18" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 271/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. • • • • ••••• • • •• • • • • • • •• • • • • • • • •• • • • ••• • •••• • • • • •••• • • • • • • • • • • • • • •• • is • • • • • • �• • SE5, OLO • •ABLE ••• • • ••• • • SEE DLO TABLE SEE DLO TABLE 49 6/8" MAX. FIXED DLO (ALL) g X 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 O X B B DETAIL D VIEW (CUSTOM SASH) 631/8" MAX. FLANGED WIDTH 82 1/8" MAX. I.F. WIDTH LE D*1 75" MAX. I.F. HEIGHT 78" MAX. FLANGED HEI HT 38 7/18° MAX. SASH HEI HT 75° AX. I.F. HEIGHT 78" MAX FLANGED HEIGHT I A SEE DLO TABLE SEE DLO TABLE X ll DETAIL B VIEW (STANDARD SASH) 75" MAX. A I.F. HE HT SEE DLO TABLE 76' MAX. FLANGED HE HT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. S1E SEE f DLO NO E 4 TABLE E *1 75" MAX. I.F. E —« HEIGHT 20" SASH HEIGHT 78" MAX. FLANGED HEIGHT C j DETAIL C RADIUS TOP (STANDARD SASH) SEE NO E4 75" MAX. I.F. HE HT MAX FLANGED HEI HT 20/1 Roder F,IC Oda Dee H/19/De Aft 124/09 Oft 8/1,15 f•d�uFe B A �tl J.J. ADD INTEGRAL FIN 0.F.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET ?/19/07 1070 TECHNOLOGY DRNE NOCOMIS, FL 34275 P.O. SOX 1529 NOCOMIS, FL 34274 PS VWb(7 Better ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT SH700 Boale NTS 4 e 11 aw*v� 4040 -20 B Robert L. Clark, P.E. PE 039712 Structural •••• • • • • • • • •• • ••• • • • • •••• • • • • • • • •• • • • • • • • • • • • •• • •• 7, 8 OR 17 2..•: HIGH SC_L 2. 30 LOW SILL OUTSIDE 2.710" • MAX. HEIGHT • • • • •• • • • • MAX. FIXED ••• LITE • • DAYLIGHT • OPENING •• • • • OUTSIDE MAX. VENT DAYLIGHT OPENING I► - 2.784 " -+{ INSIDE (OUTSIDE "NT ® ® 2.3 (LOW SILL) E NOTE ABOVE SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS ALTERNATE HIGH SILL LOW SILL HEAD 2948° (HIGH SILL) ULTRALIFT ONLY ®I.F. FRAME OUTSIDE INSIDE N \ OUTSIDE / SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) 2.710" PRODUCT REVISED r taopylo MOO* Fields Brldb2 Code Aaeptaaaee No Oradea Date Ada Podea2 2011 anmer F." R...1 F.K Cosa* F.IL Pax ADD LF. SECTIONS & CONSOLIDATE BAL COMPONENTS NO CHANGE THIS SHEET cac v2307 New 11/1389 brks 1/2456 9/1/03 ThrAirat Amcor Robiant B A Udall* J.J. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 84275 P.O. BOX 1529 NOKOMIS, FL 54274 PICT Visibly Better SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT SN700 Half 6 > 11 4040 -20 Are B 4 /;7 Robert L. Clark, P.E. PE 1X10712 Structural •• • • • • • • • • • • •• • • • ••• • •••• • • •••• • • • • • REM DWG.# 1 4002A 2 1155 i 3. • 4003C 1826 • 6 *004 i,i • *u25 �• • 025 4029 • • 1 • • I080 • •• 15/1086 Te "n80-1 • 4053 • 4029 -1 4054C 4006C 1235 1096 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16" SASH STOP COVER SASH BRACKET #8-32 X1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH PGT# 612226 781 PQA 612226 7PAD1626 612227 812244 612244 6BALCVR918 783444 7BALTBKT 42504 78X1FPAX 6BALCVR870 64053 7ULBRKT 7832X12FPFX 64054C 84006 676160 71098 7858 28 4007 30 1228 31 4008 34 1268 35 1622 36 1052 41 42 44 45 46 47 48 49 50 52 53 54 55 58 67 58 59 4039B 4044B 4222A 985C 4067 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1831 1073 1824 SASH BOTTOM RAIL (LOW SILL) 612230 WSTP., BULB VINYL 8TP249 SASH SIDE RAIL 612231 SASH FACE GUIDE 42501 LAMI SETTING BLOCK 3/32" X25/84" X 1" 71622K LAMA IG SETTING BLOCK 1" X314" X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 8TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K GLAZING BEAD, 5/18 LAM. GLASS. 840398 GLAZING BEAD, 5/16 LAMI W /GRILL KIT 644703 GLAZING BEAD, 7116" LAM 64222 GLAZING BEAD, 7/16" LAM WGRILL KIT 6985 GLAZING BEAD, 13/18" LAM I.G. 84067 FRAME, I.F. HEAD 64071 FRAME, I.F. LOW SILL 84072 FRAME, I.F. HIGH SILL 64073 FRAME, I.F. JAMB 64074 SILL LATCH (EGRESS) (LOW SILL) 784009 SPRING, SILL LATCH (EGRESS) 7SPRNG SILL LATCH (EGRESS) (HIGH SILL) 82740 SCREEN FRAME (HOR. & VF-R.) 61014 SCREEN CORNER KEYWRINGS 71630 SCREEN CORNER KEY WOUT RINGS 71831 SCREEN SPRING 7CASP SCREEN SPLINE - .135 DIA FOAM 61624K Reneer Read DT FJC Dew bele 11/1368 Penes: 8 ADDLE. FRAME ITEM8 48 49 AND S0. UPGRADE ITEM21. ADD //EM 92 CHG. DESCRIPTION ITEMS 7.84 19 070 TEC1.940LODY DRIVE NOKOMIS, FL 34278 Awed By: Deer RsNl ne FJC 1/24108 A NO CHANGE THIS SHEET Paw*: Daft dueled*: DOr F.K 911/06 J.J. 2/2307 P.O. BOX 1529 NOKOMIS, PL 94274 ITEM DESCRIPTION 80 61 63 64 67 88 89 70 80 81 82 83 84 86 88 87 88 89 90 91 92 M. GLASS, 13/18" LANG I0; 1/8"A AIR SPACE, 5/16" LAM, (1/8 A,.090 PV8,1/8 "A) DWGJ 1635 505 1161 4051A 4050A P GT Visibly Better SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) 46 X1.000 PH. BUGLE TEK GLAZING TAPE, 1/18 X 1/2 - 7/18 LAMA SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. A GLASS 5/16" LAM, (1/8 "A.090 PVB,1/8 "A) B. GLASS, 5/16" LAM, (1/8 "A.090 PVB,1/8"HS) C. GLASS, 5/18" LAMI, (1/8 "HS,.090 PV8,1/81HS) D. GLASS, 7/18" LAMI, (1/8 "A.090 PVB,1/8 "A) E. GLASS, 7116" LAM, (1 /8"A.090 PVB,1/8"HS) F. GLASS, 7/16" LAM, (1/8"HS,.090 PVB,1/8"HS) G. GLASS, 13/18" LAMI I0;1/8"HS, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8 "A) H. GLASS, 13/18" LAM 10; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8"HS) I. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) J. GLASS, 13/18" LAM 10; 1/8148, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3 /16A) K. GLASS, 13/16" LAMI 10; 1/8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A.090 PVB,3 /16 "HS) L. GLASS, 13/16" LAM 10;1/8"HS, AIR SPACE, 7/16" LAMI, (3/181HS,.090 PVB,3 /18 "HS) .082 •2.784 11 1. :30 FRAME, I.F. HEAD #4071A, 8083-T8 Saes NTS that 6 r 11 FRAME, .F. LOW SILL #4072A, 6083-T6 FRAME, I.F, JAMB 49 FRAME, .F. HIGH SILL A #4074B, 8083 -T8 #4073A, 6083 -T6 (USED AS RADIUS TOP HEAD) PARTS LIST nor ALUM. SINGLE HUNG WINDOW, IMPACT teeeteeeb. Raw B PGT# 61635K 61818 8533402 706X1 628V1510 64051 64050 A PRODUCT REVISED m complying wIt Phi Belding Code Acceptance ate 1 - # . 2 06 ration Date A T''.1J7h 6 M Dods Prod, d 20// Robert L. Clark, P.E. PE #39712 Structural ••• • • • •• •• • • • •• • • • ••• • •••• • • •••• • • • • • • • •• • I- -- 2.784 • • t83 J c .082�- • • • • • • • •• • FLANGE FRAME HEAD • #4002A, 6083-T6 • • • •• • • • • • Arad Bp Rand FJC Road Ets F.K .082 3.446 oft Dos 11113/08 aaw 1/24106 Avon Hy: Dew F.K 9/1/06 1.749 --�{ 1.342 Radom • Rralaft Ramos A 8 cneamaa;: J.J. 2.710 6 FLANGE FRAME JAMB #4004, 6083 -T5 (USED AS RADIUS TOP HEAD) .082 I-- ° 155 1 21 FIXED MEETING RAIL Y3 #4054A,6083HD -T8® .062 2.948 I-- - 2,784 69 FLANGE FRAME SILL (HIGH) #4060A, 8083 -T8 2.830 L - �f.062 1[. k -1.451 -{ J O SASH STOP #4025, 8063-T5 r-- 2.279 1 1.707 SASH TOP RAIL #4006C, 6083HS -T6 .062 .062 .062 -- l r - 2.328 -� 2.838 68 SASH BOTTOM RAIL (HIGH) #4051A, 8063-T5 UPDATE FRAME CORNER ASSEMBLY 70 INCLUDE LF. AND UPGRADE ITEM 21 ALLOY. NO CHANGE 7741S SHEET oar 2/23/07 2.330 O FLANGE FRAME SILL (Low) #4003C, 8083-T8 �1.513� -.738 x.040 17 SASH STOP COVER #4053, 6063-T5 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 1870 TECHNOLOGY DRIVE NOK0MI8, F1.34275 P.O. BOX 1629 NOKOMIS, FL 34274 VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 31 SASH SIDE RAIL #4008, 6083-T5 .050 .678 1.096- I► --�-{ I O GLAZING BEAD 7/16" #4222, 8083-T5 .050 45 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) Vcd* Better a"".twar SH700 t 44 FRAME 6 or 50 Irrik SEALANT OR GASKET AT HEAD AND SILL EXTRUSIONS & FRAME CORNER DETAIL rra ALUM. SINGLE HUNG WINDOW, IMPACT Half I.F. FRAME .050 .678 1.098 I 1---r 41 GLAZING BEAD, 5/16" #4039B, 6083-T5 .683 .050 GLAZING BEAD, 5/16" #4044B, 6083 -T5 (USED W/ GRILL KIT) r T1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 teat d 11 4040-20 SEALANT ALONG ENTIRE JOINT WELD ALONG SCREW BOSS (2) Robert L. Clark, P.E. PE 639712 Structural •••• e • • • •••• • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS • GUB ATE: ANCHOI: TYPE: —` •WINDOW • •• • •1t125' •••• • • 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L ABM PSF C ,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M WINDOW HEIGHT 28.803 c� 0 • 0 1 2 1;2 1 1 2 1 12 1 2 12 2.2 1 22 79 2 212 2 212 79 2 2 2 2 79 2 — 272 - 2 2 2 72 2 T 2 — 211 0 2 O U 1 11 1;1 1 1 1 1 1.2 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2i2 2 2 2 2 22 2 22 0 2 � 0 1 1 1 1 1 2 1 12 1 2 2 2.2 22 2 2 2 22 2 2 2 2 22 2 22 79 2 2 2 2 22 79 2 212 212 34.803 P7O c: o 1 12 1 1 2 12 1 1 2 1 2, 3 23 1 23 1 2.3 2 2 3 2 23 2 2:3 2 23 23 2 2;3 79 2 213 2 213 0 N 0 0 1.1 1:1 1 12 1 1,2 1 1 2 12 1 12 1 12 2 2 2 2 2.2 2 22 2 22 2 2 2 2 22 0 2 0 0 1 1 2 1 12 12 1 2 1 2 2 22 1 23 1 23 2 2 3 2 2 3 2 2 3 2 23 2 2 3 2 23 2 2'2 2 2 2 2 :3 2 2 3 40.603 0 N O 1 22 2,2 1 2.2 2 2 2 3 23 2 23 2 23 2 2 3 2 2 3 2 23 2 23 2 3 4 2 3: 4 2 34 2 3.4 0 0 0 1 12 1 12 12 1 1 2 1 1 2 1;2 1 22 2 2 2 22 2 2 2 2 22 2 2. 2 2 23 2 2 3 2 2.3 2 23 0 . U 1 2 2 2 2 22 1 2 2 23 2 3 2 2 3 2 23 2 3 3 2 3 3 2 3 3 2 3.3 2 34 2 3:4 48.603 M 0 N 3 1 2.2 1 22 22 1 2 2 1• 2 3/2 3 1 2 3 2 23 2 23 2 23 2 2 3 2 2 4 2 2 4 2 3 4 2 3:4 2 3.4 2 3 4 U o 0 1 2 2 1 2 2 22 1 22 22 22 22 1 2 2 2 2 3 2 2 3 2 2 3 2 2.3 2 2 3 2 23 2 2 3 2 2 3 0 �2 0 22 '1 2 2 22 1 22 23 2 3 2 23 2 2 3 2 2 3 2 2 3 2 3 3 2 33 2 34 2 34 2 3:4 2 3 4 52.603 cs1' 1 2 2 1 2 2 1 22 2 2 2 3 2 3 2 2 3 2 2.3 2 2 4 2 2 4 2 3 4 2 34 2 3.4 2 34 3 3 3 3 .4 U o O 0 2.2 2 2 2'2 22 1 2 2 2 2 1 2 2 2 2 2 2 2 2 o 2 2 2 2 2 2 2 2 2 2 58.603 o 2 2 2 2 2 o 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 64.603 o o 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 o 2 2 2 2 2 2 2 2 4 5 3 2 76.000 2 2 2 2 2 2 2 3 3 3 3 TABLE 6. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL • SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERVVISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED1 HEAD JAMB ABOVE MTG. RAIL JAMB BELOW (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. FtAIL 2 PRODUCT' REVISED as empty/as MU 11 Rola* Code Amputate Not crrrd wk. A011 kemodgx bete FJC 11/13/08 Rwarkm FiC • FtEVASE ANCHORAGE mum, Nom. 1/24/08 A NO CHANGE THIS SHEET Ott* Cfaabidex Oft 1070 normare DRIVE NOKOMIS, FL 34270 NOKOMIS, FL 34274 13 GT ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Serlet Arrs Row Robert L. Clark, P.E. PE #39712 Structural •••• • • • • •••• • • • • • • • • • • • • •• • • • ••• • •••• • • • • •••• • • • • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. �U� S!RATE: AuiCHOI •WINDOW : Ara ••••• • •%qf • • • • ••510110 • •• • • • • • 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C ,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C ,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L PSF C,D,E,F,G, H,I,J,K,L A,B,M WINDOW HEIGHT 29.655 Ft O z z NQj N0'-U 59.655 rtO Z • 0 0 1 1 1 1 1'l 79 1 1[1 1l 1 68 1 111 1r1' 59 111 119 64 2 1j1 2 1�1 49 2 111 2 1l 45 2 1 1 2 41 2• 1ji 1 1 11 11 1 1 1 1 1 1 1 1 1 1 11 79 1!1 11 79 2 ill 74 2_ 11 2 111 87 2 1- r1 1 1 1 1.1 11 1 1 77 1 1j1 1[1 87 1 111 82 _2 111 2 1T1 56 2 1[1 2 11i 51 2 11 2 111 46 2 111 2 111 2 111 37.155 N0 N 0�0 U U 1 22 22 1 2 2 1 2 2 1 2 1 1 2 1 1 1 1 1 1 1 2 2 2 79 79 1 1 2222 79 2 1 21222 2 1 212 2 1 2'2 1 22 1 22 2 2 1 2. 2 1 2 2 1 2 2 1 2 2 79 2 2 2 2122222 74 79 2 2 2 212222` 2 2 2 21222212 2 2 _2_ 21222212 _2 2 2 2T2 2 2 2r2 2 2 _ 2 2122.2 67 76 2 2 2 2T222212 2 2 2_ 212 22412 44.655 NQ N0' O U U 1 22 1 22 1 2 2 1 2 2 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2.3 2 3 3 2 3, 3 79 2 3T3 2 1 1 3 79 3 313 3 3T3 1 2.1 211 1 2 2 1 2 2 1 2 2 1 22 1 2 2 1 22 2 2 2 2 22 2 2 2 2 2 2 2 2:2 2, 2 2 33 2 3 3 1 22 1 2.2 1 2.2 1 2 2 1 2 2 1 2 2 2 2 3 2 2:3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 :3 2 3;3 2 33 2 3'3 52.155 • ci NANO' Z U U 1 2 2 1 22 1 22 2. 2 2 3 3 2 33 2 3 3 2 33 2 3: 3 2 3' 3 2 3 4 2 3 4 2 34 2 34 3 4 4 3 4.4 1 2'2 1 2.2 1 2 2 1 22 1 2 2 1 2 2_ 1 22 1 2 2 2 2 2 2 22 2 2 3 2 2 3 2 3 3 2 3 2 3,3 2 3 :3 1 2 2 1 22 1 2 2 1 2'2 1 3 3 1 33 2 3 3 2 33 2 33 2 33 2 33 2 3.3 2 3:3 2 33 3 44 3 4:4 1 2'2 1 2.2 1 2 2 2 2 2 3 3 2 3.3 1 22 1 22 1 2 2 2 2 3 2 1 32 2;2 1 2'2 1 3 2 32 1 3 3 1 33 2 3 3 2 33 2 4 3 2 4 3 2 4 4 2 4 4 3 4.4 3 414 3 4.4 3 4:4 1 3 3 1 3 3 2 3 3 2 3,3 2 3. 3 2 3 3 2 3 3 2 3 3 2 33 2 3 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 4 2 4 4 2 4.4 3 4 4 3 4.4 67.155 N0 0 0 1 22 1 22 1 32 1 32 1 3 3 3 3 2 3 3 2 33 2 3 3 2 3 3 2 44 2 4 4 2 4 4 2 4 4 3 4 4 3 4 ;4 1 2 2 1 2,2 1 2 2 1 2 2 1 2 2 2 2 3 2 1 32 2 3 3 2 3 3 2 3 3 2 3 3 2 3.3 2 3:3 2 3 3 2 3.3 1 2 2 1 22 1 3 2 1 3 2 1 3 3 1 3 3 2 3 2 33 2 4 3 2 4 3 2 4 3 2 4 3 2 4 4 2 44 4:4 2 4 4 74.655 0 U U N 1 3 2 1 32 1 3 2 1 32 1 4 3 1 4 3 2 4 3 2 4 3 2 4 4 2 4 4 2 4 4 2 4 4 3 3 3 5 5 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 76.000 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Plead ANCHORAGE NOTES: 2 - 1/4" ELCO SS4 CRETE-FLEX 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1(2' MAX. FROM TOP CORNERS JAMBS - 17 1/2' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. A ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL t JAMB BELOW j Mtn MTG. RAL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW rvrrc. RAIL 3 2 1 PRODUCT REVISED to coop*** WS De Morita Salim Calk Acceptance Re Dale Road 13r FJC REVISE ANCHORAGE TABLE AAID NOTE& ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY BM !bold Of Wren Br Aft Dew Pablons J.J. NO CHANGE THIS SHEET 2/23/07 1 1070 TECHNOLOGY DRIVE NOKOWS. FL 34275 P.O. sox UDE NORMS, F1.34274 c;_T_ ANCHORAGE SPACING, STANDARD VIEW Th A k LUM. SINGLE HUNG WINDOW, IMPACT Sanoelbit Seeke NTS 4040-20 /4/7 PE OW12 Structural •• •• • • • • •• • • • • • • • • • • • • • • • •••• •••• • • • • • • • • ••• • • • • • • • • • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANCHOR TYPE: �.�❑ WINDOW GLASS we% TYPE • 19.125 • • ▪ •84 •• •• •••• • •347x080 • ••••• 40.000 •• • • • • 44.000 48.000 53.125 gawe,: D.le D,E,F,J, K,L D ,E,F,J, K,L D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K, L PSF D ,E,F,J, K,L WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 2 79 78 71 Rwabrto • ,n: Due flatrlaw FJC 11/1306 8 gau4By *ft garble= FJC 1124438 A ••MIBY- Due arady: F.1C 7/29106 J.J. U 0 U 2 2 79 79 U 0 0 79 2 76 70 2 63 2/23 107 22.668 ❑ O 2 2 2 2 2 79 2 2 79 79 2 2 71 U N 2 0 2 2 2 2 2 2 79 79 NO CHANGE THIS SHEET 0 z 2 2 79 2 2 79 2 2 77 71 84 28211 ❑ V? 0 N 2 2 2 3 2 3 79 2 2 2 3 79 74 U N 2 U 2 1 2 2 3 2 3 2 3 2 3 0 z r 2 2 3 2 3 79 2 3 79 73 2 3 88 33.754 O N 2 2 2 3 2 4 3 4 77 REVISE ANCHORAGE TAM E NW NOTES. ADD DP MAX WHERE QTY IS RESTRICTED BY$!ZE 0 N 2 0 2 2 3 3 2 4 2 4 2 4 0 O 0 2 3 3 2 4 2 4 79 78 2 _ 3 4 39.296 ❑ 4 1 0 2 3 3 2 3 U N 2 0 2 2 2 3 0 2 C, C 2 3 3 2 4 2 4 2 3 2 3 2 4 2 5 2 5 3 5 2 4 2 4 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX MS NOKOMI , FL 34274 2 5 3 5 44.839 ❑ c7 0 3 3 4 2 4 2 4 3 5 3 6 0 N 2 0 2 2 3 3 2 3 2 3 2 4 2 5 0 Z 3 3 4 2 4 2 5 2 6 s9 3 6 cT VLrl* Boos 50.382 ❑ CI 0 N 3 4 2 4 2 5 3 5 3 6 0 N O 0 2 3 3 4 2 2 4 2 4 2 5 0 2 3 3 4 2 5 2 5 2 2 6 3 7 brioNtelet SH700 55.925 ❑ N7 0 fV 3 3 5 2 5 2 5 3 8 3 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE: ANCHOR TYPE: -.1 § WINDOW WDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 SASH HEIGHT 2 2 2 73 2 12.776 N 8 o Z 8 2 2 1 2 2 12 1 2 2 12 1 2 2 1 2 2 1 2 15.776 vt ❑ 0 N Q 2 2 79 2 74 2 68 2 63 2 58 2 2 8 2 U 2 2 2 2 2 2 2 2 2 2 78 2 72 2 88 18.776 2 2 3 3 2 3 3I2I3 79 3 72 3 U N 2 2 8 2 2 2 2 1 3 3 I 3 21.776 2 2 3 N O 2 2 2 r 8 2 2 3 3 2 3 3 12 13 3 2 1 3 3 I 313 4 1 3 1 3 4 1 3 1 4 24.776 2 2 3 2 2 2 2 2 3 4 L 3 1 4 27.776 2 2 3 2 2 2 2 2 3 30.776 2 3 4 (.3 2 2 2 8 2 2 3 31.106 2 3 4 2 2 2 8 2 2 3 5 1 3 1 4 ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Soft NTS 3 3 3 4 2 4 2 4 2 2 5 z 3 4 5 2 5 2 6 2 6 3 7 Moot 10 11 ANCHORAGE NOTES: 2 - 1/4" ELCO SS4 CRETE-FLEX 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 17 1/2' MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. h. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW Ark WINDOWS ARE 12 6/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AN FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 8, DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 2 4 (FULL DP) JAMB BELOW MTG. RAIL 2 2 MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL OmewNa 4040-20 112 2 2 Roe PRODUCT REVISED cootplylas WO** SUM* Raldi• Code :to:tonne No ay PE 530712 Structural • • • • • • • • • • • • • • •• • • ▪ • • • • • • 3.36 KSI MIN. CONCRETE i I • • • • • • • 6 lx • •RerE ) • • • • • •• • • • • 1/4 ° MAX. SHIM sex ramaer F.K Real F.K pa"ner F.K 11/13/08 bobs 1124/08 8/1/05 i��llllrlli '•' ' '1III1-,l �,,, ,,,,,�,,� .131" DIA. MIN. x2112 "NAIL, AT CORNERS AND 5" O.C. Rower 8 A drd"d J.J. DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 114" MIN. EXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK ea(SEE NOTE 4) • .1..1. • •.% 13/8" MIN., 1/4" TAPCONL v:.1.3/4° MIN.. 1/4' CRETE -FLEX 11 1/4' MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1/4° MAX. SHIM ix BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4° MAX SHIM 1-+- DETAIL F, (HEAD) 1/ MAX. SHIM WOOD FRAME ADD INTEGRAL. FIN GE UPDATE & REORDER NOTES. ADD NOTES 7. UPDATE NCRETE EMBEDMENT DIM. ADD NOTE B RE FLAT HEAD ANCHORS. 2/23177 WOOD ANCHOR (SEE NOTE 2 &3)® 1 318" MIN. 1 3/8" MIN. 114 ' J MAX. SHIM i Rau PP --- 1M .131' DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1070 TECHNOLOGY DRNE NOKOMIB. FL 34278 P.O. BOX 1820 NOKOMIB, FL 34274 ® 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. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. 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. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -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. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) WOOD FRAME .131' DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE PA c-�T Vtstbij Betres INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) ONILIAbbe 311700 ear NTS ANCHORAGE DETAILS nac ALUM. SINGLE HUNG WINDOW, IMPACT •11 d 11 4040-20 B 07 L perk, P.E. PE 239712 Struurel vise 4 , 11 .7 MIAN CO 'PITY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terri Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "100" Aluminum Out swing Doors wI Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 - 20, titled "Series 100 Alum Swing Door wl Sidelites ", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01 -24-02 last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 & renews NOA # 01 - 0724.10 and consists of this page 1 and evidence pages E -1, as well as approval decttm nt nruliopejl 41xlve The submitted iDcytdtnsatZod yc as'r viewed by Ishaq I. Chanda, P.E. •• ••• •• • • • •• • • • • . • • • • • • • • • • • • .. • • • • • • • ... • .. • • .. • • • • • .. .. • • . ...... • • • ... • • • .... • • • ..... • • .. • ... • • • ... • 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 NOA No 07- 0109.08 Expiration Date: April 11, 2012 Approval Date: April 12, 2007 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 01- 0724.10) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01/24/01 and last revised on Mar 21, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 01- 0724.10) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated March 21, 2001 Test Report No.1(FTL- 2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by 1-1'L, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS 1. Anchor verification calculations & comparative analysis, complying w/ FBC 2004 prepared by Al- Farooq Corporation, dated 12/15/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16/07. 2. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12/15/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. •pig • • .. •• .1. • alIsNbA. es & renews NOA # 01 0724.10 expired on April 11, 2007. • •• •.•• •.• • . • .... • • ... • ... ••• • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • .. • • • .. .. • • ... • • • ... • • • • • .. • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ••• • • E -1 1544 -1 N. E.L .Arc. Isliaq I. Chanda, P.E. Product Control Examiner NOA No 07- 0109.08 Expiration Date: April 11, 2012 Approval Date: April 12, 2007 8' MAX. HTmJB 1 CORNERS • • • • SURFU48 IPPUED FALSE MUNTINS • • MAY BE OSED •• • ••• i•• •• r•• • , •• 8•• • • •• • • •••1•• • • • n 3 • •• • • ••• • • • • ••• • 07 12 • • 3 • • • • • i • • • •• • • • • • ••• 24 3/4" 12 MAX TYP AT HEAD /SILL D.L OPG. 34 11/18' LEAF WIDTH 71 3/4 DOOR WIDTH SERIES - 100 ALUMINUM SWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACMES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. / 144 FRAME WIDTH 3 ANCHORS REOD. AT MTG. STILE LOCATION 32 1/4" D.L OPG. TYPICAL ELEVATION ( XXOO ) TESTED UNIT ati u Tr 32 1/4 D.L OPG. 2 1/2 1 0, z O C 14 2 1/2' DOORS /SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. GLAZING OPTIONS 3/18 ANN. GLASS .015' URETHANE ADHESIVE .070 INTERIAYER 'SAF -GUS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 3/18' ANN. GLASS MAR 2 1 2007 3/18 HEAT STREW() GLASS 080 INTERLAYER SAFETY PLUS POLYESTER BY 'GIASSIAM' .010 PET FILM 080 INTERIAYER SAFETY PLUS POLYESTER 3/18' HEAT STREN'D GLASS GLASS TYPE 'C' PRODOCf Ybh Ina al Me Molds A� IGINI rU '.,O Ergr. DR. Y e0dt0oq RESIIM • 'I'. ILA STRUCTURES PE 1_15557 CAN. _ �I�l Z n 0 o CC 0 1, 8 V 0 g r4 � LP' 2 3 � n - • N2 0) 0 0 e a S N drawing no. WO1 -20 sheet 1 of 6 ) STATIONARY PANEL (0) OR DOORS WITH SIDELITTES DESIGN LOAD CAPACITY - PS? WIDTH (W) FRAME HEIGHT GLASS TYPE 'A' GId3S TYPE IF & 'C' INCHES FT. /IN. EXT. ( +) INT, (-) EXT ( +) INT. (-) 3/0 • \ i \ 82.0 81.0 62.0 81.0 • % 82.0 78.3 62.0 81.0 • 7/0 62.0 69.8 62.0 81.0 / 62.0 66.5 82.0 81.0 / 82.0 63.1 62.0 81.0 / 62.0 81.0 62.0 81,0 / 62.0 78.3 62.0 79.2 U 8/0 62.0 69,8 82.0 78,3 62.0 68.8 82.0 77.6 62.0 83.1 82.0 78.8 DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF n GLASS TYPES 'A'. '8' OR 'C' IN / / / \ \ 2 / 6 •• e••1 / / 3/0 • \ i \ :621 : 81.0 2/6 • / % • % ■ • / \ / \ / \ / \ / U DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF NQMTNAL DDdi. GLASS TYPES 'A'. '8' OR 'C' PA10. wzrgi•dlkilk HEIGHT / Fr./Ri. FTim. 1( : INT,( -) 2 / 6 •• e••1 82.0 81.0 3/0 • 6 :621 : 81.0 2/6 • - •Rle•• I 81.0 3/0 8/0 . • BRi •• 81.0 " / / / / 1 LEAF WIDTH OAYUTE OPO. NOMINAL MOM FRAME 610111 LEAF WIDTH OAYUTE OPO. 2/6 (X) / 28- 11/16" 18- 18/16 3/0 (X) / 34- 11/18 24- 18/16" / 89 -3/4 28- 11/16" 18 -18/18 / 71 -3/4" 34- 11/16" 24- 18/18 \ \ \ NOMINAL MOM FRAME 610111 LEAF WIDTH OAYUTE OPO. 2/6 (X) 31 -1/2' 28- 11/16" 18- 18/16 3/0 (X) 37 -1/2" 34- 11/18 24- 18/16" 5/0 (99) 89 -3/4 28- 11/16" 18 -18/18 6/0 (XX) 71 -3/4" 34- 11/16" 24- 18/18 NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT OAYUTE 0P0. 8/8 79 -7/8" 77 -3/8" 87 -8/8" 8/0 98 -7/8 83 -3/8" 83 -8/8" • • • • • •• � • •• • • • • • • • •• •• • HEIGHTS: WIDTHS: • • • ••• • ( X ) • •• • • •• •• • • • iRAME WIDTH ••• NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 CHART H W1 SIDEUTE 6101• X O O X WIDTH (W) = W1 + W2 (FOR DOORS WIN =ELMS) 2 ii w ( 0X 0 ) W1 W1 W1 W2 OXX XXO ) W2 W1 1 (X00) ( 0 0X ) 1 WI WI 7N w Engr. 0R HOMAIOJN FAR000 STRUCTURES FIA PE i 16887 CAN. 3636 W2 W2 Ca Ca us ( oxxo ) WIDTH (W) ( 0 ) W1 a 3 8 A hsw ni di ( XXOO ) ( 00XX ) L��. I 11.11" ohfilas drawing no. WO -20 (sheet 2 o 6 • • • • • • • • •• • • TYPICAL ANCHORS SEE EL : lQjt ••• °' • • ••.•• • • • • OPERABT 1. UNITS FH SMS FH SMS 1 B }1000 BUCK 3 KSI MIN. METAL STRUCRI STATIONARY UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING FH SMS .c. �� o o r (IiLaiii ENO YOKYWKOWSKOKLYS NON METALLIC GROUT " II . 'TYPICAL.4NCHORS NON METAWC GROUT _ 3 KSI MIN. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • *o 210 r a .1 c Dirkks 2BY WOOD OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING STbll_M AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING $CREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) ANCHOR EDGE DISTANCE, INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. Env: DR. MOOD STRUCTURES FLA. PE 15687 CAN. 3538 MAR 21 20Q a F Q 1 8 drawing no. W01 - 20 sheet 3 of 6 irr ,SJVQb RUM • c 'XVN .4 /t x o as i aom a ii li 1t el 1 I I I e ■l'• It ii li it ii li 11 JI IY It II 11 II # 8 x AT 8` O 1 ` 2, a V ° I} • i • • • • • • • • •• • • TYPICAL ANCHORS SEE EL : lQjt ••• °' • • ••.•• • • • • OPERABT 1. UNITS FH SMS FH SMS 1 B }1000 BUCK 3 KSI MIN. METAL STRUCRI STATIONARY UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING FH SMS .c. �� o o r (IiLaiii ENO YOKYWKOWSKOKLYS NON METALLIC GROUT " II . 'TYPICAL.4NCHORS NON METAWC GROUT _ 3 KSI MIN. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • *o 210 r a .1 c Dirkks 2BY WOOD OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING STbll_M AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING $CREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) ANCHOR EDGE DISTANCE, INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. Env: DR. MOOD STRUCTURES FLA. PE 15687 CAN. 3538 MAR 21 20Q a F Q 1 8 drawing no. W01 - 20 sheet 3 of 6 • • • TYPICAL. ANCHORS SEE ELEV. FOR SPACING •••• • • • • •3• • •. •••t••• • • • • • • • • •• ••• D.L OPG FLUSH BOLT OPERATOR ON ACTIVE LEAF 18 X 1 FH SMS AT 11 O.C. FLUSH BOLT OPERATOR ON INACTNE LEAF (CONCEALED) EXTERIOR D.LO. INACTIVE LEAF 1/4 MAX. SHIM SPACE 1BY W000 BUCK drawing no. WO1 -20 • • • •• •• • • • • • 1/4 MAX SHOATYP METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. SHIM SPACE 1/4° MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 111088CIVINIWID Aw l d • b .0$ E giulhe gy t 81111•1 Nit D.L OPG. SIDELRE WIDTH EnOr: DR. NUMAYOUN FAAOOQ STRUCTURES FLC 18557 #8 X 1 FH SMS AT B' O.C. MAR 21 ZOW TYPICAL ANCHORS SEE ELEV. FOR SPACING v O 4 Olga (cheat 4of 8 • • •• • ••• • • • ••• •• • •• • ••• • ••• • • • • •• •• 1 1 e• 1.730 4.800 .078 TYP. • ••• " •• • 018 • FRAj4E HAD /JAMB • • • IR#1 TOP /BOTTOM RAIL THRESHOLD 1.827 —y .718 f 9' .H .623 —1 1- 6 1,3 ® 71 -d - � SIDE LITE GLAZING BEAD r .078 TYP. HINGE STILE •.363 • .078 TYP. 3999 1500 1 • • • •• • 4 • ••4 • •I••• F ••I 1•• .062 TYP. • • •••• - . WEATHERSTRIP l.PAPTER • • * • • • • • • �°' 548 �� •2033 •5 • GLAZING VINYL (SCALE 1:1) • • •• •• •• • • • 334J — 1818 GLASS STOP .726 • • •• • B • 1464 1.214 .2 50 499 .466 GLAZING ADAPTER (DOOR) GLAZING ADAPTER (SIDEUTE) ASSEMBLY STIFFENER L _ 4156 - -�1 SIDE UTE JAMB 1.750 +-878 TYP. 4.687 LOCK STILE 0.070 8188 .693 185 #10-24 X 1/2" FH SELF GRILLING SCREWS 3 PIECE HINGE ITEM # 2 3 4 6 7 8 8 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 PART d SW -28899 SW -28900 SW -28904 SW -28898 SW -28898 SW -28901 SW -28887 SW -28903 SW -29244 SW -29245 PW -101 PB -8400 SILICONE PLUS 5025 CP -B111 #8X3/4" PHSMS 00R -018 DOR -017 DOR -019 REED. 3/000R 2 /LEAF AS REQD. 1 /000R 1 /LEAF 1 /LEAF AS REOD. 1 /CORNER 3 /LEAF 3 /LEAF 2 /LEAF 2 /LEAF 1 / HINGE e /LEAF AS REOD. AS READ. AS READ. AS READ. AS REOD. AS READ. AS RE00. AS REQD. DESCRIPTION FRAME HEAD /JAMB DOOR TOP /BOTTOM RAIL WEATHERSTRIP ADAPTER THRESHOLD HINGE STILE LOCK STILE SIDEUTE JAMB ASSEMBLY SOFTENER 141140E DOOR PORTION 141140E FRAME PORDON 3/8" X 18 X 32" LONG THREADED ROD 3/8" X 18 NUT 5/16" X 6" ROD 1/4" SETTING BLACK GLAZING VINYL BULB WEATHERSTRIPPING PILE WEATHERSTS1PPWG SILICONE FLUSH BOLTS ENTRY LOCKSEr ASSEMBLY SCREWS GLAZING ADAPTER (DOOR) GLAZING ADAPTER (SIDEUTE) GLASS STOP MATERIAL 8083 -T6 8081 -T8 8083 -TB 8083 -T8 8083 -78 8083 -T8 8083 -T8 8083 -T6 8083 -T8 6083 -T8 STEEL STEEL NYLON VINYL VINYL 6063 -T8 8063 -78 6063 -T6 MANF. /SUPPLIER /BEMARKS RIOTED STEEL SCHLEGEL DOW CORNING DELTA IND. TACO OR WESTLOCK AT ALL FRAME JOINTS LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38 FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF' EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTNE AND INACTNE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7 -1/2 LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 FROM TOP & BOTTOM AND ONE AT MIDSPAN Engn 00. 14 MAYOUI4 FAR000 STRUCTURES FL4. PE / 16857 CAN. 3836 MAR 2 1 2007 PSONCIAININ0111 e 11 W *A" AIRItome 6 -6/ .02 Hy S4„_1_ Mbali MvIsbo S Y 8 drawing no. WO1 -20 (sheet 5 of 6 ) • • • • •••• • •• • • • • • • • • • • • • ▪ • • • • • •• •• •• • • • • • • ••• • • •••• •••• • • • • •••• •••• • • • • • ▪ • •• • • • • • FRAME TOP CORNER FRAME BOTTOM CORNER DOOR IFAF CORNER Emir DR. UUMAYOI.M FAROOO ST UJC FL A E / 1097 CA �u638 8 --� 12 & 2007 PRODUCTOXIMO Ani4 w� lwrw aiir Metri on S th 1 A drawing no. WO1 -20 (sheet 13 of 8 MIAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration d2te stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion -L.M,L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 aeaiialle fol fiisprcgorat the job site at the request of the Building Official. This NO1,,rene,ts ate 4e Qi # 040528.05 and consists of this page 1 and evidence pages E-1 and E -2, as well as appi'ovai docui►ent mkndosed above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. .•. • • � fco • •. • • • • • • • • • • • • • • .. •. • • • .• •.•• • • • •• - et, t) 6 • • ••. • • • • • • • ..• • • • • • • • • • • • • • • •. • • • • ••• • • ••• • • • .• • 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 NOA No 06- 0125.07 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 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, 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 ix 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 0528.05" 2. 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) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 3. 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 with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /a" 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 # 04-0528.05" 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. .. . .. • • • • • .. • • • • • • • • • .. •.. .. • • • •. • ... • • •. ..• • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • .. • • • . • . . • • ... • • • •.. • • • • .. • • • • • • • • • • • • . .. . • • • • • • • • • • • • • .. •. • • • .. . . 0 .. • • • 0 . • • E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 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. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. . . . .. • • • • • . . • • . . • • • . . . .. . . • • • .. • ... • ... ... • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • .. • • • .. . . • • . .. • • • ... • • • • ... • • • • • • • • • • • ... • • • . • • • • • • • • • • . .. • • • .. .. 000 • • • 00 0 • • E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ('1'\ 1 ./ \\ ^ \ h r r 1, f - r \ / ./ t . -1 t I- • • • • • • ANCHORS DETAIL " OR , D" AT BOTH _NDS ANDS A • •, • •.r - ANCHORS DETAIL A • • • H -W7 '1 W2 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED ANCHORS DETAIL A • MULLIONS W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2 M3) M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 M4) NOTES; 1. THE .33 1/3z STRESS INCREASE HAS NOT BEEN USED ANCHORS DETAIL B' "C" OR 'D" AT BOTH ENDS AND AT BOTTOMS �---w y W2 � W 3--+ W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 IN THE DESIGN OF THIS PRODUCT. MULLIONS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION 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 VELOCITY / HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 111 ® TO THE STRUCTURE. 6 obert Cl PE #39712 P.E. Structural ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS w / Ow- MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T I IES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rased Reved By F.K. Orrin By: P.J.P. 5,30/06 575/06 428/00 SeNes /Nodeh. MULLS Seale: NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W Revlefone: D —ADD NOTES 5 & 6 Revisions: C ADO TECH. REFS. Sheet 1 of 7 ULLION PRODUCT RENEWND as •omgbMa•. a&Mini Acragene 09. Cmerlpton: 1" HEAVY WALL, ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION &rowing No. 6221 Rev: D • • • • • • • ANCHORS DETAIL " OR , D" AT BOTH _NDS ANDS A • •, • •.r - ANCHORS DETAIL A • • • H -W7 '1 W2 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED ANCHORS DETAIL A • MULLIONS W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2 M3) M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 M4) NOTES; 1. THE .33 1/3z STRESS INCREASE HAS NOT BEEN USED ANCHORS DETAIL B' "C" OR 'D" AT BOTH ENDS AND AT BOTTOMS �---w y W2 � W 3--+ W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 IN THE DESIGN OF THIS PRODUCT. MULLIONS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION 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 VELOCITY / HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 111 ® TO THE STRUCTURE. 6 obert Cl PE #39712 P.E. Structural ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS w / Ow- MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T I IES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rased Reved By F.K. Orrin By: P.J.P. 5,30/06 575/06 428/00 SeNes /Nodeh. MULLS Seale: NTS H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W Revlefone: D —ADD NOTES 5 & 6 Revisions: C ADO TECH. REFS. Sheet 1 of 7 ULLION PRODUCT RENEWND as •omgbMa•. a&Mini Acragene 09. Cmerlpton: 1" HEAVY WALL, ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION &rowing No. 6221 Rev: D PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO F0101 • , • "U'` CHANNL+L• l4MD 'MALL AS SHOWN •••••• • • • • •PGT 1x MULLION • • • 1 •• • WOOD • BUCK • • •••• •••• 1 MULL= 7? MIN. •• • • 2h(TYP)1h(TYP) • • • • • •• -- • • • • •,FOR 1 "•Mb'LL• " • ••• PICAI u m. LtI1pN TO MULLION INSTALLATION. DETAIL A" PGT 1 x MULLION • ••• • i --i NOTE€ 2 & 3 •1 MIN. • • • • 21 ANCHOR EMBED. SEE NOTE 2 OR 4 2 OR 4" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 SEE NOTES 2 & 3 PGT 1 x MULLION WOOD BUCK REMOVED TO CONCRETE SEE •' NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1 x MULLION TYP CAL. MULLION TO STRUCTURE WITFJ NOTES; WOOD BUCK. DETAIL "9" 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 I ANCHORS. MINIMUM 'DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE ;. IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1' 2. FOR W000 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 ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP 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 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 5�i 6 R o b ert L Clark P.E. PE #39712 Structural w000 /— BUCK2i(TYP) / 1t(TYP # •i TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN. �( ) 1 (TYP SEE NOTE 1 INDUSTRI 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMM FL 34274 WOOD BUCK MIN. SEE f NOTE 1 2 OR 4"--0— 2 OR 4 TYPICAL MULLION TO STRUCTURE WITH W000 BUCK AND CONC.. DETAIL. "0" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Rend F. K. 30/06 D M D! FY NOTES 3& 5 T R evad ey: Oa : a eAelo F.K. 53/04 C —ADD ns: EMBED. DETAILS Grown P.J.P. 48/00 MASONRY ANCHOR, SEE NOTES 1 & 3 oe&wlr,rron: 1 " HEAVY WALL, CLIP INSTALLATION ntIe: ALUMINUM TUBE CLIPPED MULLION Smfes /Mode& Scale: Short Drawing No. MULLS NTS 2 w 7 6221 DETAIL New D T • . •••4 • • • • • ' 1 O 000 •• • • • ••• • • • 0 000 • • • 000 • ••• ••• 7 • • • • • • 1 " MULL tLJP • • •((t.IF• TO OP IN): EXTRUSION DWO #1099 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 • . ..MAX. • • • • • A ' 1 3/16 1 15/16 1 3/8 3 3/16 • • • • • • • •• • r • 0000 • • •••• • 1 . • .,�v fAX. • • •• i • • • • C: —A� A/2 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN.TYP. iMIN. MIN. 1 ONE (1) ANCHOR © TWO (2) ANCHOR LOCATION LOCATION NOTES; 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 0 TWO LOCATIONS ) ANC ANCHOR © THREE (3) ANCHOR LOCATIONS HOR FOUR (4) CHOR (2)EQ.SP.@ (A- 3/4)/2 MIN. 0 Robert L. Clerk. P.E. PE #39712 Structure! THREE (3) ANCHOR LOCATIONS MIN.TYP. (4)EQ. SP. C@ (A- 3/4)/4 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 iMIN J FIVE (5) ANCHOR LOCATIONS D N C O C HG THIS SHT C EORAW, ADD DNN.&NOTE '1 2. B Revad 1 C �• F.K. Ororn 9y P.J.P. S X (6) ANCHOR LOCATIONS 5730/06 575/06 48/00 Sea /Model: MULLS Scole: NTS MIN. TYP. Description: 1 " HEAVY WALL, ANCHOR LOCATIONS true: ALUMINUM TUBE CLIPPED MULLION Sheet: 3 of 7 Droving No. 6221 Rev: D • • • . . 000 • • • • .0• • • .0 • .. • • 0.00 • • • . 0.. • .. • • • • • • • • • • • • • • • • .. .. • ... • 0 • • 00 00 • • • • 24 2 3 3 4 — 8 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 24 16 obert L Clark, P.E. PE p39712 Structural INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rera By. Re K Dram 9y P.J.P. Serlea/Model: MULLS 1 5,30/06 t5 %/06 48/00 Scale: 1x 4 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 0 H G THIS SHT C N G JHIS SHT 0eeniatlon: 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Sheet: 4 of 7 Ora.tng No 6221 Re CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR CUP TO OPENING ' CLIP TO, '••MULL ••. •. • 024 2 2 ••• 4 48 :•$0.626 ••• 64 60 63 66 72 76 78 84 90 96 108 111 • ••• • ••• ••• ANCHOR CLIP TO OPENING CLIP TO MULL La 42 48 60.626 64 60 63 66 72 78 78 84 90 98 OPENING WIDTH IN INCHES 50 . (Q )PA (. 3) A WS B 170 170 :133 .170 "170 170 • 1g3 470 ids. 152 131 131 •4$ i 113 8 '86 •,78• .:73 87 '67 54 54 43 43 36 36 25 25 23 23 60 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 60 (2) A (; q (3) B • • TTo 1Y0 181 12? ?IV 112 � 9'T t3 • 6� 57 45 37 30 21 19 70 (2) A (2) B (1) B 134 107 91 73 51 44 38 29 24 22 17 (3) A •(61B (3 }B • '170 •1'fo • 31 • '18 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 64 32 24 20 18 (3) A (3) B (3) B 170 170 170 165 116 99 85 65 54 50 40 32 26 18 17 100 (2) A (2) B (1) B 130 99 80 63 42 35 30 22 18 17 80 (2) A (3) B (3) B 170 154 140 126 101 90 77 58 49 45 35 28 23 16 15 110 (2) A (2) B (1) B 130 99 80 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 32 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) A (3) B (3) B 170 170 170 149 170 146 100 84 72 54 45 41 32 26 21 CHART 1. - 1x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 160 (2) A (2) B (1) B 130 99 80 62 41 34 44 37 28 20 16 100 (2) A (3) B (3) B 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 48 40 36 28 22 18 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 Robert L Clark, P.E. PE 09712 Structure( 130 ( A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 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 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. T INDU ES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 Drown 9y: P.J.P. Vertical Mull I,Opening4 Width Mull Length Horizontal Mull Opening Width Mull Length Multiple Mulled Units Opening Width Mull Length TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 530/06 55/06 Rem. er: F.K. 428/00 Serfea /Model: MULLS Revisions: D —NO CHO THIS Siff C � ED REVISIONS DeeartpUon: 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 Titre: ALUMINUM TUBE CLIPPED MULLION Scale: NTS sneer. 5 of 7 moot= mime me0ap ritbm.PMAr Amino . 07- .ri 7ir Drawing No. 6221 Rev: D CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR _ _ _60 CUP TO r ' (2) A . •UPEPING 13re, (4) B ' •• /CUP TO : - t • • • •• •u 2 • 0 z J J 22 • MULL L (V B (2) B : 4Z 17th'. 170 , f 48 • fTO' 170 4 • • • 50.625, 6T f 170 , ••i 64 9 170 • 60 f33 152 .•• 63,,i .: 143 • 66 • 118 • 135 , 72, M.: 108 76 • 91 91 78 84 84 84 67 67 90 54 54 96 44 44 108 31 31 111 29 29 60 jars • •',L •17741 • • 16r7• • 1748'• •: • TTd' to • 92 ' 77 71 57 46 38 26 24 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 77 71 57 46 38 26 24 70 (3) B (2) B 170 148 136 137 123 124 106 128 107 99 93 81 68 63 50 40 33 23 21 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 88 73 61 56 44 36 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 29 20 18 Vertical Mull Mull Length I_Opening_J Width Horizontal Mull Opening 7 th mull Length — ' Multiple Mul ed Units Mull Length \Opening Width OPENING WIDTH IN INCHES 90 (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 (2) A (4) B (2) B 170 158 143 99 90 67 56 51 40 32 26 18 17 100 (3) B (2) B 170 109 90 83 77 63 52 48 37 30 24 17 15 (2) A (4) B (2) B 170 157 141 125 103 95 85 63 52 48 37 30 24 17 15 110 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 35 28 23 15 Grr 3:7$76 Robert L Clark, P.E. PE #39712 Structural (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 45 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 33 26 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 21 INqi ES 1070 TECHNOLOGY ORNE NOKONS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 Re d Re. I C 9y: Omsn Br P.J.P. Se,n./Medu MULLS 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 42 8/00 Scale: NTS (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS D -N0 CHO THIS SHT Revtelone: C— MARKED RE'/SIONS 5730/06 4 575/06 v 2 . 0 1 mespi -INS P1;Ui Stesalpthee 1" HEAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION Sheet 6 at 7 Drawing No 6221 Rev: D CHART 4. - 1x4x.375 QTY. & TYP. . ANCHOR • CLIP :'c, NG • •QhIP•TO `MULL® •• •••• 42 • • 48 ••••60.626 g ••• � 60 Z • 66 .'•••• 72 0 76 78 63 84 90 96 108 111 144 OPENING WIDTH IN INCHES • •• tZ)A T3) A (4) B 46) B (5) B (5) B ':177 t,170 • t7 1 0t 170 • t?0• 170 *' 170 170 170 170 .170 VC :170 154 .170 ':id'$ ;170 140 170 128 138 112 112 92 92 64 64 59 59 27 1 27 60 42)A.,(3)A to o)B .1 •19e•' 0 170 .4 196•': 70 N�6• • 170 •19e• •.170 .115t. .170 .150. . 170 '1. :170 125 180 121 148 111 117 95 95 78 78 54 54 50 50 22 22 70 (2) A (4) B (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 (3) A (8) B (5) B 170 170 170 170 170 165 140 129 102 82 67 47 43 19 80 (2) A (4) B (5) B 170 170 170 169 143 133 125 110 102 99 90 74 60 17 (3) A (6) B (5) B 170 170 170 170 170 170 170 148 126 116 92 74 60 42 38 17 90 (2) A (4) B (5) B 170 170 170 162 136 126 117 103 95 92 83 67 37 34 15 (3) A (6) B (5) B 170 170 170 170 170 170 166 138 118 106 83 67 54 37 34 15 Vertical Mull Mull Length LOpening_l Width Horizontal Mull Opening With Mull Length Multiple Mulled Units Mull Length \Opening Width 100 110 (2) A (4) B (5) B 170 170 170 158 131 121 112 98 90 87 77 62 50 34 31 (3) A (6) B (2) A (4) B (5) B 170 170 170 170 170 I 170 170 157 170 128 170 156 127 108 99 77 62 50 42 38 (5) B 170 170 117 108 94 86 83 73 58 47 34 32 31 29 (3) A (6) B (5) B 170 170 170 170 170 189 150 120 102 93 73 58 47 32 29 1. rt I.. Clam', P.E. PE ¢39712 Structural 120 (2) A (4) B (5) B 170 170 170 157 127 116 106 91 83 80 69 54 44 30 27 (3) A (6) B (5) B 170 170 170 166 145 115 98 89 69 54 44 30 27 ,.130 • ( p (4) B i ( 8 ):`B ,. 170 170 170 157 127 116 105 89 81 78 66 52 42 TO BE USED ONLY IN IN � �� T �� UST[t1ES 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3)•A . 6) B (5) B 170 170 170 170 170 170 170 165 144 112 95 87 66 52 42 28 26 160 (2).A (4) B () S . 170 170 170 157 127 116 105 88 79 75 62 48 38 25 23 Sertevuodok MULLS (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 28 26 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 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. WITH PGT INDUSTRIES PRODUCTS 530 Re By: D NO C HG THIS SHT R F. r5/06 8—MARKED REVISIONS Oreim 8y: P.J.P. 4/ 4/28/00 tiasisoa Oeecrtptron: 1 " HEAVY WALL, PRESSURE CHART 4 titre: ALUMINUM TUBE CLIPPED MULLION Scale: NTS Sheet: 7 or 7 Orowing No. 6221 Rev. D RAMMS ENGINEERING INC. Kd =.85 2100 W.76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) 1.00 0.95 0.92 0.89 0.88 0.86 15 46.5 44.4 43.2 42.3 41.7 41.1 20 49.3 47.0 45.7 44.8 44.1 43.5 25 51.4 49.1 47.8 46.8 46.1 45.5 30 53.6 51.2 49.8 48.8 48.0 47.4 40 56.9 54.4 52.9 51.8 51.0 50.3 50 59.7 57.0 55.4 54.3 53.4 52,7 60 61.8 59.1 57.4 56.3 55.4 54.6 • Interior Zone (4 - Walls) Negative Pressures . Exposure C For the . 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 - 0.98 -0.96 15 -50.5 - 48.4 - 47.1 - 46.3 - 45.6 -45.0 20 -53.4 -51.2 -49.9 - 49.0 - 48.3 -47.7 25 -55.8 -53.5 -52.1 -51.2 - 50.4 -49.8 30 -58.2 -55.8 -54.4 -53.4 -52.6 -51.9 40 -61.7 -59.2 -57.7 -56.6 -55.8 -55.1 50 - 64.7 -62.0 -60.5 -59.3 -58.5 -57.8 60 -67.1. -64.3 -62.7 -61.5 -60.6 -59.9 Exterior Zones (5 - Walls) Negative Pressures - Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10. 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -62.3 -58.1 -55.6 -53.9 -52.6 -51.5 20 -66.0 -61.5 -58.9 -57.1 -55.7 -54.5 25 -68.9 -64.3 -61.5 -59.6 -58.1 -56.9 ••-?0. • • , • -7 4. 8 -67.0 -64.2 -62.2 -60.6 -59.3 • • • o'.: : • :: 476.2 -71.1 - 68.1 - 66.0 -64.3 -63.0 • • • t: o: • - . ' : :.. 9.9 • 6 -74.5 -71.4 -69.1 -67.4 -66.0 • • • • 60 -82.8 -77.2 -74.0 -71.7 -69.9 -68.4 :1,priith of rid icie (a,: 1 of least horizontal dimension or .4 h, whichever is smaller, taut 4qt Pbss fih3n:4% oo 4ea�i` horizontal dimension or 3 ft. (h = mean roof height in feet). • • ••• • • • If) e n RMOVC - rtaN bF ItiOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF. 1 • • • • • • • • • • • •• • • • • • • • • •• • • • . • • • • ••• • •