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WS-11-11Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 154611 Scheduled Inspection Date: May 17, 2011 Inspector: Bruhn, Norman Owner: COOK, MARIANNE Job Address: 360 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RHINO CONSTRUCTION Permit Number: WS- 1 -11 -11 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360130020 Phone: (305)206 -6761 Building Department Comments INSTALLATION OF 14 NEW IMPACT WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 16, 2011 For Inspections please call: (305)762 -4949 Page 7 of 33 s,! 3x6 REOP 50105.16.00. OALV. JGST 140151408 AT ECU COIPEC LN % 1 INF �'I- 918 (2) DEL TOP PLATE RAMS COiTNdB STEEL ANGLE TO ANCNOR EACH 8mE OP 3,42 RAFTER EACH ANCGR TO BE EMBEDDED. %• TLAM:CEO ROD 68TN DTPANSTDN BOLT 902 BUILT UP BEAM EEWEEN TOP Alm BOTTOM PLATES I4 CANE STRAP WRAPS EACLI VERTICAL ST IT FROM 1'41 TO TOP PLATE SAS ROC_ RAPERS • E. OL. 9® 0) 00. TOP PLATE RUIEL S CORMS STEEL ANGLE TO ANGPIOR EACH BmE OP NEW 3x0 MN ANC/ 4714 TO BE EF®EDDED, % THEEDDID ROD 00164 EPPAM/GE BOLT a@ EYLLT_IP BEAM, NAILER • SEMEN 0011 TOP AND BOTTOM PLATES 0.4 0 STRAPS T1RAP OVER BACK OP PLATE AND COPN VERPICAL SMUTS TO 76E ExBTSS TOMAH JOBT NAPSER ON EAd NE! RAFTER E)SSTS0 TIEBFAIM - US ROOF RAFTERS • IS• OG IW JOIST RANGER Q ROOF FRAMING PLAN SCALE: V2° ° I' -0° 0)4500 TEAM 04500 4030501 WALL COMMISSION MZ IBER 09 -0S ZONNG SET PERMIT SET 123/00 2/14/00 E4BTSE LH&BTORY SINGLE FAMILY RENOEN= 960 LOTS S AND 4 BLOCK Al 117661:61666 460 Er6■606.6 T47 MOM co0T511468 T•x0 mn +v .66666T, PA. AID HAT NOT ee OR omn EED TOMEMu ' EPOTO166600 T OF 66.T67076cT. TE E4661AGTOx A11ALL6' 00 ALL L »660TSrQ 60 E6 1066.616.6 FOR 117 I66aRNl ATIT Adr. 117 �O amc TOT TO 1111 = 11111=11111 1111 =1111 J111 11111 11111 =.ini ELEVATION DETAIL (A) SECTION DETAIL (B) SECTION DETAIL (C) SCALE: 3/4° 6 1' •0° SCALE: 3/4° RFT-3 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. LLCot 1 OV1 TAX FOLIO NO. j I-7-13 6 - D 3 ' OOZo STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provlded In this Notice of Commencement. I fE'II IIiil; iill111 i CFN 2010R027$178 OR Bk 27261 Ps 3655; (las) RECORDED 04/26/2010 10:09:555 HARVEY RUVIN, CLERK OF COURT MIAMI -DADS COUNTY? FLORIDA LAST PAGE 1. al description of property and str address: 3 Ui o !� t Q S AA.; 1 514 Mt S' 1 Z, 3113$ be.c., sib • I D -'( - - Lek H -t-L1 2. Description of improvement: 3. Owner(s) name and address: Dcs '613"t Interest in property: Name and address of fee simple titleholder. 4. Contracatoes kt V311 L LAtL h aj r D ehh Uci't. °100) . 33 ?7,41 5. Surety: (Payment bond required by ownerfrom contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes,...-- Name and address: - ,301.6& DAL. 1' Ot 5 t4 r1 iYiN144► +P'( 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(6), Florida Statutes. Name and address: 9. Expi = ate of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a d e • = e is specified) lid (71.1 114.RW14 nature of Owner — 71,11K Print Owner's Name Sworn to and subsc J before me this //r Address. Notary Public At/ // /40- :// • Prepared by 20 (. Print Notary's Name ,►1rh.�i�jlJaf ter. / My commission expires - 123.01-52 PAGE 8/02 *14,4. SUBMINEOCHMS *AA* Ilmassoonanan ermasombilitars Book27261/Page3655 CFN #20100275178 Page 1 of 1 X41 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 1� I l Permit No. " ` t ®g 624- BUILDING PERMIT APPLICATION FBC 20 IMV,177 2011 BY �.L........ «.. Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): 0® C® X' Address: 3 it 0 !J t O `, 4/ Phone #: 305-759 -iO3.� City: VIA i Tenant/Lessee Name: Email: State: � l Zip: Phone #: JOB ADDRESS: 3 6 O 04e /0c -71- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: l/ Z1f °� 4 O 13 0 0 -� I the B Is t e uildmg Historically Designated: Yes NO � Flood Zone: 4.^.., G.,5 CONTRACTOR: Company Name: Address: City: Qualifier Name: ©.") e fr"'` ,° Mate: 44(tl / AW /e ere-1 Phone #: 3tZ &'/ �'lvJ7 30s -zo -4 , zip: 33�z� Phone#: 50s i o fo /o ?-& j State Certification or Registration #: Certificate of Competency #: Contact Phone #: 'P5-1416 b '7o ` Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: Address Description of Work: 64 1 Q� ®• ®s // Square/Linear Foota f Work: eration OAlt G coo 1) l✓ Al da ONew epair/Replace DDemolition 471 - 4./rA.,4 5 /f , •J' COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * *** * * * * * * * * *** Fees*****,******** **: * * * *. *** * * * * * * * * * * * * * * * *** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL 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 excee promise in good faith that a copy of the notice of commencement and construction lien law brochur whose property is subject to attachment. Also, a certified copy of the recorded notice of commence for the first inspection which occurs seven (7) days after the building permit is issued. In th insp - - on ill not be approved and a reinspection fee will be charged. Signa Owner or Agent The foregoing instrument was acknowledged before me this "7 The foregoin , day of Signat $2500, the applicant must o the person at the job site posted notice, the day of , 20 !v , by uvt- / ersonally known to me or who has produced As identification and who did take an oath. Y PUBLIC: De' - 5 Gffit/?/i'z ission Expires: 4t rc DEE SCHNUR EE25540 -'et 17, 2014 r . •.:.o1sy Decant Ammo. Co. * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 20{ ,b who is personally known to me or who has produced as identification and who did take an oath. lb 4 sa i • ******************************************************* ,• • 1 'e'+`. Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 0-740 Outswing Almninum 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 06123/05, 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-Dada County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIANII, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.malmidade.gov/buildinacode NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industrial NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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# 054129.11) 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 underNOA# 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 casement windows, prepared by Fenestration Testing Laboratory, Test R- No. FTL 3587 dated 10/8/02, signed and sealed by Jo •h Chan, P.E. (Submitted underNOA# 03-0611.02) J/ 0 E -1 Manuel P Product Control a : r NOA No. i : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIQENCE 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 Fenestration Testing Laboratory, Test Report No. FTL casement window, prepared by en 8 �'y Po 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 Uniform Static Air Pressure T Loading FBC,TAS 202 -94 2) �, g1� } 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 alon g with marked-up drawings and installation di agram of three aluminum outswin g 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. Q UALITY 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 ` Safiex HIG 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 RoGcrt L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th es C -740 Aluminum Casement Window — L.M.I., approved • 1 I /06, t :. 08. -. Manuel P P.E. Product Con er NOA No. irr. 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 ® Shores Build° De , ,, exit Product A . royal Schedule / Comt orison Chart 0 u a D ,,.,.,, otWindow *�'''T' 111�I nu^at� . �. immarimai Address: .36a iue 6r Permit No. 1111==11111r=M=111 Shona aired aired S at L'I'Zi 1111111111111•1111111111111111111111111111111111111111111111ELLGL111111111111111W1141111111 A �. rr�rr`r.irr asp ammimmim asses 1111111111111111111111111111111, 111111111 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" 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. A F. 13/16"1.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) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A 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 O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A 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.r�j { F. FOR 11-1-4 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 1-1-1 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 04. 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. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY r�, %�!•i:� JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID -SPAN A 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. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. CONFIGURATIONS OPTIONS 4 x 2 0 1 4 x 0 x 3 x 3 0 x x 0 0 x x 0 x UNEQUAL LITES Ix UNEQUAL LITES 0 0 x UNEQUAL LITES 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 Revsd By Date: F.K. 3/25/03 Revisions: 6 ADD 13/16" 1.G. & MOVE GLAZING DETAILS TO SHEET 2 Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By. F.K. Dete. 6/23/05 Revisions: D ADD 76" HT., GLASS TYPES F AND G. REVISE ANCHORAGE. Drawn By Date: Checked By Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Description: NOTES AND TABLE OF CONTENTS Tele: ALUMINUM CASEMENT WINDOW, IMPACT Sedes/uodet CA -740 NTS Sheet 1 a' 13 thawing ko 7045 -8 Rev. D � iD t —11214 1 Cantroq PRODUCT 24E:MrWED !9s core ..y14 3 wii? v ?eat i :erid°m !tabling C.a-irf7.: pica €le:J is BY Miane :..; li%tiedCectatrt D,ivis Lucas A. Turner, P.E. PE #58201 Mechanical 1/8" ANNEALED OR -- --.090 PVB INTERLAYER HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 1 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - 13/16" -- 5/16" LAMINATED COMPONENT - 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT H— STRENGTHENED GLASS .65" NOM. GLASS BITE f hip 7/16" LAMINATED GLAZING DETAIL r 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS jj 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 13/16" 7/16" LAMINATED COMPONENT — .090 PVB INTERLAYER - -3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 1 t u Raysd By: Date: F.K. 3/25/03 Revsd By Date: F.K. 7/10/03 Revsd By. Date: F.K. 6/23/05 Drawn By Date: F.K. 03/25/03 Revisions 8 REDRAW GLAZING DETAILS & ADD 13/16" I.G. evisions: C NO CHANGE THIS SHEET Revisions: D Checked By. ADD 13/16° LAM! I.G. W/ 7/16 "LAM! & CORRECT 5/16" LAM! DETAIL Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Description: GLAZING DETAILS Title: ALUMINUM CASEMENT WINDOW, IMPACT Senes/ModeL CA -745 smote: NTS Shea 2 at 13 Drawing No 7045 -8 Rev Luca. R. Turner, P.E. PE #50201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. t 4" MAX. f 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7 "\ - 4" MAX. -y- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 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. $ 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4" MAX. 1 4" MAX. 30" MAX. DAYLIGHT - OPENING r' /V 1/ / / J� X \ \ \. X f SEE MEETING RAIL/DETAIL If/ T P. (2) / / J•\ \ X \— \ `. / \ X i / r �� 0 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION - A 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 60" MAX. FIXED 1- SEE MEETING RAIL DETAIL TYP. (4) 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) P • 1 2.1101 • infr PRODUCT RDIEVIED as corkimayiar, with IIhhs d ?s:^e,4 SIMIL22. W:41Y. Revsd By: F.K. Dale: 3/25/03 Revisions: B CHANGE SHEET NO. REFERENCES Revsd By F.K. Date: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Revsd By. F.K. Dale. 6/23/05 Revrsions: D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" Drawn By: F.K. Date 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Viii1041,13eBetter Description: "XX" & 'XOX" ELEVATIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT Series/4lodel CA -740 Scare: NTS Sneer: 3 o: 13 Drawing No 7045 -8 Rer. D Lucas A. Turner, P.E. PE #58201 Mechanical /V 1/ / / J•\ \ X \— \ `. / \ X i / / O A 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 60" MAX. FIXED 1- SEE MEETING RAIL DETAIL TYP. (4) 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) P • 1 2.1101 • infr PRODUCT RDIEVIED as corkimayiar, with IIhhs d ?s:^e,4 SIMIL22. W:41Y. Revsd By: F.K. Dale: 3/25/03 Revisions: B CHANGE SHEET NO. REFERENCES Revsd By F.K. Date: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Revsd By. F.K. Dale. 6/23/05 Revrsions: D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" Drawn By: F.K. Date 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Viii1041,13eBetter Description: "XX" & 'XOX" ELEVATIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT Series/4lodel CA -740 Scare: NTS Sneer: 3 o: 13 Drawing No 7045 -8 Rer. D Lucas A. Turner, P.E. PE #58201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY Revsd By: Date: F.K. 3/25/03 Revsd By Date: F.K. 6/23/05 Revsd By Date: F.K. 7/10/03 Drawn By: Date: F.K. 12/17/02 13" MAX. O.C. -- 37" MAX. WIDTH - 30" MAX. --- DAYLIGHT - OPENING X A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. \ I 1 141/2" 4" MAX. MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 4" MAX. f 4" MAX. 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" 1 MAX. - O.C. 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 1 1 13" MAX. O.C. 4 MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. -- DAYLIGHT OPENING DAYLIGHT OPENING > -T NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION \ J IA 69" MAX. DAYLIGHT - OPENING A 76" MAX. HEIGHT 1f ♦- 1 I t I 13" MAX. O.C. 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) Revisio ns. B CHANGE SHEET NO. REFERENCES Revisions: C ADD HINGE DETAIL c4 HINGE LOCATION NOTES Revisions: D CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" Checked By F.K. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rr Ui sfif04 4eBetter 'X ", "O'; WO" & "OX" ELEVATIONS Title. ALUMINUM CASEMENT WINDOW, IMPACT Series/Model CA -740 Scale: NTS Shay M 13 Drawing No 7045 -8 new Metter REV1sg 14.104110 + -112'1 PRODUCT RENEW /7D as COMP4IES3With be Mai& Raiding CO .e Am:Low= M Esp iratiza Data V2, r,/Or Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" "X" 26 31 "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 I (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) 36 38 3/8 WIDTH NEG POS NEG POS NEG 43 POS NEG POS NEG 'OS 19 1/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90. ',. 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -9 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -. B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26 1/2 30 32 34 36 70.0 70.0 HEIGHT 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -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 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 70.0 - 84.2 70.0 -83.2 70.0 -81.7 70.0 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 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70; ' -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 71.0 -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 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 0.0 -77.6 70.0. -68.4 68.4 -63.9 63.9 r -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 B,E -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 7 1.0 -90.0 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 7.7 B,E -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. A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 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 -75.0 70.0 -75.0 70.0 -75.0 67.8 - 66.2 70.0 -90.0 66.2 -65.0 70.0 65.0 70.0 - 90.0 70.0 -90.0 53.4 -51.3 51.3 -49.8 70.0 49.8 - 90.0 -63.7 -90.0 70.0 63.7 70.0 -48.3 48.3 70.0 47.7 -90.0 70.0 -45.6 45.6 -90.0 70.0 - 90.0 70.0 -43.9 43.9 -42.2 42.2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 B,E -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 0.0 42. -90.0 70.0 -87.8 70.0 -84.4 70.0 70.0 39.7 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 7 B,E -75.0 70.0 -75.0 7 TABLE 2. 0.0 -73.7 70.0 - 7.9 67.9 -59.0 59.0 0.0 -75. 0 -75.0 70.0 -75.0 70.0 &°"9 4 0- "X" WINDOWS -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 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- 90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" 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 "X" SIZES UP TO 37" WIDE x 76" HIGH 1-55.0155.0 NOTES: L 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X A Rend By: F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLES 1 & 4 Revsd By: F.K. Date: 7110/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F K. Date: 6/23/05 Revisions: D REVISE ANCHORS & ADD 76' HEIGHT OPTION Drawn By. Date: Checked By Date; F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Description: PRESSURES- X CONFIG. WINDOWS Tcis: ALUMINUM CASEMENT W /NDOW, IMPACT Series/Model CA -740 Scale NTS Sheet: 5 a 13 Dta ing t o 7045 -8 Rev: D 1416• ' fAc "2:414631 PRODUCT R1ENE WEED as complying with dm Florid; Raiding Celle Acceplance No irataoci Date Lucas A. Tumer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -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 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 r -60.4 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 74 A _ -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9, -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 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 x63 "HIGH [75.01 7 TABLE 5. "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) X X PORN= REVISED no eimplgart& the rtiorldo C5-4I25.11 TEST REPORT: FTL -3580 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.0 1 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" 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 -55.0 55.0 0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: Date. Revisions: Revsd By: Date: Revisions: Revsd By. F.K. Date: 6/23/05 Revisions: D REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION Drawn By: Date: Chocked By. Data. F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PcT Visibly Better Description: PRESSURES - XX CONFIG. WINDOWS rrre: ALUMINUM CASEMENT WINDOW, IMPACT Serim/Modet: CA -740 see: NTS Sneer 6 of 13 Drawing No 7045 -8 Rev: D PRODUCF RENEWED as complying with die EWER bmiding Code Acceptmsce No E don Date MVP • By Nam Dade Product Co ft Lucas A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "O" & "1/4- 112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16"A,.090,3l161HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3116 "A,.090,3 /16 "HS) HEIGHT WIDTHS 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "0" "XOX" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 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 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 -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 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 `49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 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 -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 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 39 12 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 - 46.9 48.9 -43.6 43.6 -41.1 41.1 - 38.6 38.6 - 36.5 36.5 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 -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 -55.01 55.0 -55.01 55.0 -55.01 55.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 - 58.4 58.4 -63.3 63.3 - 56.4 56.4 -53.4 53.4 - 50.0 50.0 -46.9 46.9 - 44.3 44.3 -41.9 41.9 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 -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 -84.5 70.0 -79.7 70.0 -75.6 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 `42.1 -39.7 39.7 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 -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 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 - 55.0155.0 - 55.0155.0 - 55.0155.0 48 96 A -75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 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, -75.0 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 -86.0 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 - 55.0155.0 - 53.2153.2 501/2 101 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 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 . 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 -75.0 70.0 -75.0 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 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 -63.5 63.5 -60.5 60.5 - 55.0155.0 - 52.6152.6 - 49.6149.6 531 /8 106 3/8 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 -442 44.2 -422 42.2 -40.1 40.1 -38.0 38.0' -36.2 36.2 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 -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 - 66.5 66.5 -63.0 63.0 - 60.0 60.0 -57.3 57.3 - 53.8153.8 - 49.4149.4 - 46.2146.2 54 108 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5' 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35:9 35.9 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 -75.0 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 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 59.1 - 56.4 56.4 - 52.8152.8 - 48.4148.4 - 45.2145.2 5512 111 A -75.0 70.0 -57.1 57.1 '- 46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 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 -75.0 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 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 - 63.6 63.6 - 60.1 60.1 -57.5 57.5 -54.8 54.8 - 51.1151.1 - 46.8146.8 - 43.6143.6 57 114 A 1 -75.0 70.0 �- 56.2 562 - 44.8 44.8 -42.1 42.1 - 46.2 46.2 -42.51 42.5 -41.2 41.2 - 39.8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 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 -75.0 70.0 -73.3 70.0 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -66.7 66.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 -53.2 53.2 -49.4 49.4 - 45.2 45.2 -42.6 42.6 5812 117 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 -40.2 40.2 - 38.7 38.7 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 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 - 60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 - 47.8147.8 -43.6143.6 - 41.7141.7 60 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 35.5 -33.7 33.7 120 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 -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 -59.1 59.1 -55.9 55.9 - 53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 -40.81 40.8 TABLE 7. "0" & "1/4-1/2-1/4 XOX' WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH -90.01 70.0 TABLE 7A. "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3116 "HS,.090,3 /16 "HS) 0 ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120" WIDE x 76" 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 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 X 1 2 0 4 X 0 PRoiskrif rulariliessittobb the North PRODUCT RENEWED as complying with We> Bedding Cede Accepteiwo No / it • i. Revsd By F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 6 Raved By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Drawn By F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By: CHANGE ANCHORS AND ADO 76" HT. OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Descaption: PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT SenesJMOde: CA -740 NTS Sheet. 7 or 13 Draw6w No 7045 -8 Rev ((/ ,i/'7 Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" 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) "XO" WIDTH "XOX" WIDTH 3 HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 55 1/2 A -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -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 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 710 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -70.4 70.0 -60.4 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 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" 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 "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" 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 1 1 1 3 3 3 X 0 X X O 0 X P `rPwn comptaseim dos ?haft , TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" 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 "XO" 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 , -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 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED es ea seplyisg with the Fiacidr 5eildleg Cede Acperssc Na Espinstirs .Dee Revsd By: F.K. Revsd By: F.K. Mee: 3/25/03 Date: 7/10/03 Rersions: 6 Revisions: C ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Revsd By: F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drown By: F.K. Dare. 12/17/02 Checked By Date 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Title: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA -740 Drawing No. 7045 -8 Lucas A. Tumer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /B "HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 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 -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 - 55.0155.0 - 55.0155.0 -55.01 55.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 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 -75.0 70.0 -73.8 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 -89.4 70.0 -85.2 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 X41.1 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 -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 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 . 108.649 30 • 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 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 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 - 55.0155.0 - 55.0155.0 - 52.2152.2 115.892 32 51.892 �C,F A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 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 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 -50.91 50.9 - 47.7147.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 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 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 - 52.1152.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 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 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 - 51.5151.5 - 47.2147.2 - 44.0144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 402 -38.7 38.7 -36.9 36.9 -35.0 35.0 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 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 - 56.5 56.5 -53.8 53.8 - 50.1150.1 - 45.8145.8 - 43.0143.0 130 35.896 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 58.209 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 -72.4 70.0 -68.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 - 48.1148.1 - 43.9143.9 - 41.9141.9 130.378 36 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 - 36.1 36.1 - 34.3 34.3 58.378 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 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 60 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 -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 -77.1 70.0 _ -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 -40.81 40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE '12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1.90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 �o GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH [55.0 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 Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES PROKICT REVISED %IVA eat Veda PRODUCT REN;J ,V" @a as essr�iyisf?, c: ug glke Brig latae.3np Coln Revsd By F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 11 Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd 8y: F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drawn By Date: Checked By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX T. ALUMINUM CASEMENT WINDOW, IMPACT Series/Modet CA -740 Scale: NTS Sheet 9 or 13 Drewry No. Rev: 7045 -8 D ft /2f, for Lucas A. Turner, P.E. PE #58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A L/ 1_.1 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX "-REFREFERENCE "XX" FRAME ERENCE ASSEMBLY DETAIL, SHEET 11 A re) MAX. VENT ii ` DAYLIGHT OPENING -►I (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT 5 MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX COG MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 'ROM= REVISED with tie Midas MON Code. 4114#4120B 12. Date PRODUCT RENEWED as complying with the Florid; !iuiding Code Acceptance No as Date 2013 Rovsd By F.K. Date: 3/25103 Revisions: 8 ADD 13/16` I.G. GLAZING BEAD ITEM Revsd By. F.K. Date: 7/10/03 Revisions: C SHOW TOP HINGE Revsd By. F.K. Date. 6/23/05 Revisions: D CHG SHT. NO. REF. AND ADD ITEM 89 hewn By: F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Descripfion SECTIONS rae: ALUMINUM CASEMENT WINDOW, IMPACT seer CA -740 sire. NTS Sheet: 10 o 13 Drawing No. 7045 -8 Rev: D � Cn d- 1 14(//5 Lucas A. Tumer, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X' FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB l llll�l� A rR� D I"111� 1 ,IIIWYlW " - "" ��IYWWiII "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL ►I 1.376" �) .440" .095" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 I .434" 2.854" .062" NOM. 1.159" -- 2.139" -'- SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A L.-2.784" 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A :fowler ;wa wax cad. ftigito PRODUCT RENEWED as conistiSacsg with the Flores Do ling CULT Espirana Revsd By F.K. Dale: 3/25/03 Revsions: B NO CHANGE THIS SHEET Raved By: F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Raved By. F.K. Date: 6/23/05 Revisions: D ADD ITEM 89 Drawn By Date: Checked By Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.U. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Series/Model: CA -740 Scale: NTS Sheet 11 o 13 Drawing No. 7045 -8 Rev D 7)‘,,Z 1ll1L I/0 Lucas A.'.'Jmer, P.E. PE #58201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /I6HS GLASS WITH AN.090 L'VTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X .562 PH. PN. TYPE F 12 7014 3/16HS & 3/161IS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 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.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PILL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP # 10 X .500 PH. PHI. 30 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /81IS & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 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 ASS'Y. TUBE 68 7I2XIPPT #12 X 1" PH. PHIL. TEK 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = (2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3/16A & 3 /I6HS GLASS WITH AN.090 L'VTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7/16 "LAM1) 7/16" LAMI= 3/16HS & 3/161IS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" .050" l� .865" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" --1 1� j I .865" .050" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" i---- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 993" rr .289 F, .040" -►� f--- - .172" .870" II .050" F--- .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" --' 1.124" .062" - 1 .093" Se- INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 f. 1 2.701 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A PRODUCT RENEWED as cep lying whit the Flom & }d5sg Cc�e SY Revsd By: F.K. Date: 3/25/03 Revisions B ADD 13/16" LG. GLASS & GLAZING BEAD Revsd By. F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Drawn By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By, ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I GT_ Visibly Better Description' PARTS LIST & EXTRUSIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT Series/Model CA -740 Scale: NTS s 12 o' 13 Orawa'g No. 7045 -8 7 - 1(7<2. t//, Lucas A. 1 erner, P.E. PE #58201 Mechanical r & 2x WOOD BUCK (SEE NOTE 3) - 1 /4 " MAX. SHIM � &SEE NfTL z - % I '■ l_ 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r_ d A SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM &SEE NOTE 1 = 1 111 11111 :1111l11111111. & 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM LDS SEE NOTE 2 A SEE NOTE 4 �� � ,.,!! IIIIf llllllll „!!l11► 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK • t. j 1 1/4” MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM &SEE NOTE 1 & SEE NOTE 4 -_I 1 1/2" I MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 j 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE �i11 Dui 1111 - ' �:II.1 Ifilf A SEE NOTE 4 .1 11/4 "i� MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: Q, 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 ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x 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. I15. , PRODUCT RENEWED B complying with the Ffotiit Raiding C+ e Acsepterses No Date Revsd By: F.K. Date: 3/25/03 Revisions: B NO CHANGE THIS SHEET Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Date: 6/23/05 Revisions: D REVISE NOTES AND REMOVE 3/16° TAPCONS & #14 SCREWS Drawn By: Date: Checked By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: ANCHORAGE DETAILS Title: ALUMINUM CASEMENT WINDOW, IMPACT Series/Modet CA -740 State: NTS Shea 13 13 D,aveng No. 7045 -8 Lucas A. Turner, P.E. PE #58201 Mechanical 3