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WS-09-205
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/10/2009 Inspector: Bruhn, Norman Owner: WILLIAMS, STEVEN Job Address: 100 99 Street Project: Miami Shores, FL 33138 -2304 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Contractor: YAMILL GLASS & WINDOW INC Phone Number (305)758 -5519 Parcel Number 1132060132280 Lot: Phone: (305)253 -5211 Building Department Comments Thursday, April 2, 2009 Page 1 of 1 /40° rO J it V Passed I Inspector Comments 4/4, 3/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, April 2, 2009 Page 1 of 1 **Pi pf. PI\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Master Permit No. Permit Type (circle): Building ectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) j5 ��� l� 31/4 5N (F P ) vQ.rn i 1 cv�nnS, Phone # 7 Owner's Address 10 0 N E. 99 City 1l i0,4m.o ShorreS State FL Tenant/Lessee Name N`!i Job Address (where the work is being done) Zip 33 13 Phone # 100 ■€ 99 at. City Miami Shores Village County Miami -Dade Zip 3g%32 FOLIO / PARCEL # �` / /' ,32047 6/8-0W2 Ls Building Historically Designated YES NO Contractor's Company Name 1 CtAev6 (I Cp t 0.SS w i nCL.) Phone # 3 0S $a‘, -a ►al Contractor's Address `9g0 s 4 5 f d` 107 City i State Ft- Qualifier Name �O... L Co t...) -ex r'er 0 Zip 33 OH 4 Phone # State Certificate or Registration No. Certificate of Competency No. 91 13500 3 3- 9 Architect/Engineer's Name (if applicable) .109-N Waki L 2 . A2 6691 Phone # (7eb) 4 867Gioq9 ^ Value of Work For this Permit $ t9 /a ®�® �j Square / Linear Footage Of Work: o f Type of Work: ❑ dition Alteration ['New Repair/Replace ❑ Demolition Describe Work: fret d' (' // / akVVe4/5 4'61 *, . * * * *. *,r„r *.,t, * * * * *** * *,r * * *, *,r,rFees ***.* * *.** * * * *.* ** * * * *** * * * ** r ***+ *,* **„** hh al Fee $ JU Permit Fee $ le) CCF $ la. CO /C Notary $ Training/Education Fee $ 4''O Technology Fee $ 115 Scanning $ 'CC) Radon $ Bond $ Code Enforcement $ Double Fee $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side - * Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work 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, HEA'T'ERS, 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 goo faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose proper Is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first z pection which ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apprgvcd nd a reinspection fee will be charged. Signature )( d(11tL1u' caner or Agent The foregoing instrument was acknowledged before me this day of VT!, /40,. 200 C/ , by A-be c,„csmi ( 1P4 e.P- (I, S , who is personally . own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: ] ®t H-et d 0 ©0 c 1 tlii Print: II-OWL IX U� 1 / ' My Co ssion Expires: Contractor co The foregoing instrument was acknowledged before me this iot day of f63Auck -r9 ,2009 by gs,u1 (Duerr-EA-0 who is personally known to me or who has produced as identification and who did take an oath. Notary Public State of Florida Yolanda Negrin My Commission DD563050 Expires 08/06/2010 a a w- a a a < Notary Public - -, State 01 Florida • ply Commission Expires Dec 28, 2009 Commission # DD 492703 Bonded By National Notary Assn. My Commission Expires: )0 aci * * * * * * * * * *,r * * * * *,� ** *, * * * * * *, , , , , *, ** * *, , *** * *,r *,r * * * *, * * ** r * * * * * * * *** * * * ** * * *,r* * ** *,� *** * **** * * ** ** APPLICATION APPROVED BY: (Revised 02/08/06) 1)3 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 113, -C Gf 3 ?SC) 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 provided in this Notice of Commencement. 111111111111111111111111111 1 11111111111111111 1. Legal description of property and street/address: IC) Ci E 9 9 St Lo 17 a f N am,t es stLc_ 1 -Pb 10 IS-10 2. Description of improvement: CFN 200980092330 OR Bk 26745 Ps 3487; CiP9) RECORDED 02/09/2009 12g52:38 HARVEY R:UV'Ii'1r CLERK OF COURT MIAMI-CDADE COUNTYr FLORIDA LAST PAGE lamed i C. )1'A! D o & s 1-DO Ps . (cF-1f 4 e4 3. Owner(s) name and addreL. _ 00 Al E cl q 1r. /1/4-1,41,4/,6 /O &5.S 1— L . Interest in property: SF2 . Name and address of fee simple titleholder: 4. Contractor's name and address: 'f twexs l ( G t s5 - i i r ck.tw - . 1°7 5. Surety: (Payment bond required by owner from contractoj if any) Name and address: Amount of bond $ 6. Lender's name and address: STATE OF FLOP, RDA, COUNTY OF D.A,DE (HE,?'., ; `/ (..L l I ` c' i h:3f i1':J IS ' py of the original f €+ +1 in �� �rPi� l n X� fa of /' "AS' �;D20 7. Persons within the state of Florida designated by Owr provided by Section 713.13(1)(a)7., Florida Statutes, 3 Name and address: I*- 8. In addition to himself, Owners designates the following perso in Section 713.13(1)(b), Florida Statutes. Name and address: s) to receive a copy of the Lienor's Notice as provided 9. •-'ration date •f this Notice of Commencement: (the expiration date 's 1 year from the date of recording unless a diff r:. date i ;J .: cified) 2C Signatur •f Ow er Print Owner's Name /461'57:0' I i' k. te- i d I \ca vvk S Sworn to and subscribed before me this `I • ' day of Ve bAAA A-f A d Notary Public Print Notary's Na My commission expires: 123.01 -52 PAGE 4 6106 / Yolanda Negrin ,20(7. or FLAP` My Commission DD5630b0 Expires 08106/2010 Prepared by€^h// ad Add Are jg..07a/d/WA.Aef Product A s royal Sch,rdule / Co .; arison Chart Address: see s Permit No. 1110'. MM :, 0 eula Doer! flop of'ffludow or ;ro*ror u - ou ProductA °oval as D "re96ure 0 enlar Deal Rau h 0 wain h1DAPon Ra aired (+ Palo PSP a44(.37X 383) €44 6i9 %v'J,1s S /.90f 0o. 4L • 1/ •..... euo(7yx 171!) fee9 /5.,472 o 7- 0t/5.09 D 7-d. 322. o' x 3 9 I� #: hores Village UBJE STATE /-.P\Iu ;)Li„ i ii E G U LATIONS MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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 date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Mani Dade County) reserve the right to have this product or material tested for quality assurance per. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and tlx AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, JQRA reserves the right to revoke this acceptance, if it is determined by Miami Dade Count}; Product,jt1ro1 Division that this product or material fails to meet the requirements of the applicable 1/100n$ code.. This product is approved as described herein, and has been designed to comply with tlie, Fkwida Building' 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/bwidinacode • • • Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "Mt-710" Aluminum Horizontal Roller Window — L.M.I. • •' . • • APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller p Ip v, Impact':. sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /21111. ptepareaJhyJGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearingfhe Miami Dade • County Product Control Revision stamp with the Notice of Acceptance number and expiration date j ythe, Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Misaile 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 flied 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 NOD. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 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. The submitted documentation was reviewed by Manuel Perez, P.E. • •••• •.• • NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 • • • • • • • PGT Indusfies, Inc. NOTICE OF ACCEPT4NCE: 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. pTL -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 20294 • • • • • • • 4) Large Missile Impact Test per FBC, TAS 201 - ,4• .. • • . 5) Cyclic Wind Pressure Loading per FBC, TAS 20344 : ' • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 004-94 • Along with marked-up drawings and installation diagram of XOX &Mminurn: • horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc ,.fit Report No. FrL-4858, dated 03/08/2006, signed and sealed by F, o • .... • 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 i3C'TAS 4:44 4 • 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. Y11 -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) • • • • • • • E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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, PE. 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 05/22/2003, expiring on 04/14/2008. F. STATEMENTS • • 1. Statement letter of compliance, and no financial interest, dated 0$/10007, sighed and sealed by Robert L. Clark, • P.E. : • . • Laboratory 2. �boratory compliance letter for Test Report No. FTL- 5330, isby Fenestr%tion . Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionde, . P.E. ••••• • 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 iddlITL- 4$59,'. issued by Fenestration Testing Laboratory, Inc., dated 03/08/24;: i'E4ned and'galed by Edmund() Largacspada, P.E. • • • • (Submitted under NOA# 06-0405.06) • • • G. OTHER 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. Manuel Product Control NOA No 09- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 E -2 • • • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DNISION 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 (A1IJ). This NOA shall not be valid after the expiration date stated below. The Mani-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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 70454, 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. ff 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- 112911 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 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildinlcode NOA No. 08-0111.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 I. 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 narked -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 241132.1 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 wider 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 casement windows, prepared by Fenestration Testing Laboratory, Test R No. FTL 3587 dated 10/8/02, signed and sealed by J Chan, P.E. (Submitted under NOA# 03 -0611.02) LJ . E -1 Manuel P Product Control NOA No. 0 T .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries 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 24113.21 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 IIIG 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. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to POT Industries for thy• 'es C -740 Aluminum Casement Window — L.M.I., approved ' 3/06, %,l. • a .15/22/08. E -2 Manuel P P.E. Product Contro er NOA No. I ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www,buldinacodeanline.com PGT Industries 1070 Technology Drive Nokomis, 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 date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AM (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 AH3 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 Alan hunn 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 9/1105, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.B., 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #05-1018.01 and consists of this page 1 and evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOARo. 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 911/05, 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 Edmund° Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) urge 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 10103/06, 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 105- 1018.01) E -1 Product Control NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries 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) 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. F1'L -4647, dated 08/11/05, signed and sealed by Edmund() Largaespada, P.E. (Submitted under previous NOA #051018.01) 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. FFL -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 08111105, signed and sealed by Edmundo Largaespada, P.E. ( Submi#ed under previous NOA #051018.01) 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. FFL -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 Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel P r„ Product Control NOA No. 07 1 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. F1'L -4646, dated 08/11/05, signed and sealed by Edmimdo Largaespada, PE. (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 10/05105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA I05- 101801) 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 L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNenaours for "DuPont Butaelte® PVB" dated 01/05106, 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 700 Aluminum Single Hung Window — L.M.L, approved on 03/23/06 and expiring on 03/23/11. E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 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. 7/16" 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. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 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 (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 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB 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. 13/16" LAMI 1G: (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 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. 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 e 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C1 L4„RRENTl,- IMI 3;) aIOW/DING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rend By F K. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 • • • •• • • •••• • • •••• •• • • • • • •• • •••• • • • • •••• • • •• •• • • • • • • • • • • • ••. • • • •••• • •••• • • •••• • •••• • • •••••• •• • • •• • • • •. • • PRODUCT REVISED as complying with the Florida E . ikiing Code Acr.,opence No 0 Expiration Data By • Div i on ade Product Con Date: 4/15/07 Revisions: C ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Revsd By F.K. Date: 10/17/06 Revisions: B CHANGE TO ASTM E 1300-02 Revsd By F.K. Date: 5/13/06 Raw:dons: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drawn By F.K. Date: 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 30X 1529 NOKOMIS, FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, F.E. PE #39712 Structural • • • • 1/2" NOM. GLASS BITE f 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE I /L 41* V 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 1 (63,64,65) C] EXTERIOR INTERIOR* (ALL SECTIONS) 1/2" NOM. GLASS BITE —w— 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 72,73,74,75,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" 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 • • • • • .• • • ••.• • • •••• •• •• • • • • • • • • • • •• • • ••. • •••• •• • • • •• • • • • • •••• • • •••• • ••. • • •••• .• • • • • • • • • • • • la AI 10 • • • • • • PRODUCT REVISED cc; complying with the Florida Building Code Acceptaw c No 0 — + Expiration Date IP4 CY/ By :/> - • .n +� Di ':tan • .O ads Product Revsd 8y: Date: F.K. 4/15/07 Revsd 8y Date: F.K. 10/17/06 Revsd By: Date: F.K. 5/13/06 Drawn By Date: F.K. 2/28/06 Revisions: C NO CHANGE THIS SHEET Revisions: B NO CHANGE THIS SHEET Revisions: A ADD AIR SPACE DIM. TO LAM! 1G DETAILS Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 30X 1529 NOKOMIS, FL 34274 P T Visibly Better Description: GLAZING DETAILS rme: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sertes/Madek HR710 Score: Full Sheet 2 a 11 Drawing No. 4127 -10 R C • /A/7 Roi%rt L. Clark, P.E. PE #39712 Structural • •• • TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 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 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -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 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT 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 (FLANGE SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 38 3/8" 48" +75.0 -75.0i +75.0 -75.0 50 5/8" 54" 60" 63" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" 72" A,B,G,H +75.0 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 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -74.2 +70.2 -70.2 - 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, 1,J, K, L +75.0 -75.0 GLASS A. 5/16' B. 5/16' C. 5/16' D. 7/16' E. 7/16" F. 7/16" Retsd 8y: F.K. Revsd By. F.K. Revsd By: F.K. Drawn By F.K. TYPES: TEST REPORT FTL -4858 (XOX), ' LAMI - (1/8" A, .090,1/8" A) ' LAMI- (1/8" A, .090,1/8" HS) ' LAMI- (1/8" HS, .090,1/8" HS) ' LAMI - (3/16" A, .090, 3/16" A) LAMI - (3/16" A, .090, 3/16" HS) LAMI - (3/16" HS, .090, 3/16" HS) FTL -4859 (OX & XO) AND FTL -5330 G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118 "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 IG -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 1G-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 1G -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3 /16 "HS) Date: 4/15/07 Revision: C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs Dale: 10/17/06 Revisions: B REVISE DP TABLES TO ASTM E 1300 -02 Date: 5/13/06 ReWsbns: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU t. Date: 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FAT Description: DESIGN PRESSURES • • • • •• • • •••• • • • • .. .. .. • • • .. •e.• • • •••• •• • • • • •• • • • • • .... • • •••• • • • • • • •••• e •••• 1 ...... •••• 1 • • • •• • . -- .. • •••• t i3V!SED a: c: rn : ;. i,':3.:vith the Florida Etui2Ltt :Y,3 CGdC Accektats ;e No 07-08/5.09 Ex. nation Datc 7 By IVii Div ton Product TOIe: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better sew HR710 Scale: NTS sheet 3 a 11 Drawing No. 4127 -10 Rev: C Robert L. Clark, P.E. PE #39712 Structural • 27 3/8" H- MAX. DLO VENT 54 5/16" MAX. DLO FIXED O 110° MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4 -1/2 -114) 3 DLO FIXED D FIED 57 3/8" MAX. DLO ALL FIXED LITES 33 9/16" MAX. DLO VENT C 73° MAX. WIDTH I.F. FRAME --�—� 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. A 27 3/8" MAX. DLO VENT 27 3/8" MAX. DLO —► FIXED A D D 85 7/16" MAX. WIDTH I.F. FRAME -----0-1 86 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 A (FRAME CORNER CONSTRUCTION) A • • • •• • • • •••• • • •••• • • •••• .••• •• • • • • • • • • • • • • •••• • •••• • • •••• • •••• •••• •••• .• •• •• •••• • • • • • • • - •• • • • ••• • • ..• • • •••• • lb MI 1•1 • • • • • •• • • • •••• REVISED with the Florida A t ?D; S.OQ Ex iititiCM Date W37 Z01/ / By Miatm .11 ade ' • uct Contra, Divi �n • Rod By F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. Revert By: F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revd By: F.K. Data 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By: F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. ROX 1529 NOKOMIS, FL 34274 PGITI Descriptor: ELEVATIONS Tate: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series&Modec HR710 Scale: NTS sheet: 4 a 11 Drawkig No. 4127 -10 Rev. C obert L. Clark, P.E. PE #39712 Structural EXTERIOR 4 INTERIOR INTERIOR EXTERIOR 1-.1-- MAX. FIXED DLO —'-I MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE RAME) MAX. HEIGHT FLANGE FRAME INTERIOR MAX. VENT DLO MAX. FIXED DLO MAX. FIXED DLO —►1 31_ MAX. VENT DLO I Q MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR INTERIOR SECTION C -C A (VERTICAL SECTION, FLANGE FRAME) SILL HEAD (VERTICAL SECTION, I.F. FRAME) A (VERTICAL SECTION, I.F. FRAME) A Raved 8y F.K. Date: 4/15107 Revisone: C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. Roved By. F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Roved By: F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By. FK. Date: 2/28/06 Checked By J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SECTIONS rale: ALUM. HORIZONTAL ROLLER WINDOWS IMPACT Visibly Better SeriestModec HR710 Sane: Half 5 m 11 Drawing No. 4127 -10 •••• • • • • •••• • • • •• • •• • • • • • •• • • •••• • • •••• • • •••• • •• •••• • • • • • •••• •••• • • • ••• • •••• • • • • •• •• •••• •••• • • • • • • • • •••• ••• • • • • • • •••• at • • • • •••• • •• • • • • • • • • PRODUCT REVISED as complying with the Florida Cods Acctv.zince No 'ration Date Robert L. Clark, P.E. PE *39712 Structural fl M DWG# REV DESCRIPTION 1 4102 A FLANGE FRAME HEAD 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 3 #8X3 /4 PH. PAN HEAD MAIL PGT# 6063 -T6 AL 612237 6063 -T5 AL 612244 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6 4136 FLANGE FRAME SILL 7 4137 SILL ADAPTOR 8 4131 ROLLER TRACK 10 71298 WEEP HOLE COVER 6063-T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 12 1626 ADHESIVE OPEN CELL FOAM PAD 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 14 4134 GASKET FOR MAIN FRAME SILL JOINT 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G SCREEN ADAPTOR 17 4054 FIXED MEETING RAIL 6063 -T5 AL 6063HD -T6 AL 19 4066 WSTP.,.187 X .230, FIN SEAL 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 22 1683 WSTP.,.250 X 270 BACK, FIN SEAL 23 225 -1 ROLLER HOUSING& GUIDE 24 226 BRASS ROLLER WHEELS 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE 32 4006 D SASH MEETING RAIL BRASS POLYPROP. 6063HS -T6 AL 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 35 1096 SWEEP LATCH DIE -CAST 36 1016 #8 X .625 PH. FL. SMS 37 4126 SASH SIDE RAIL 6063 -T5 AL 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 39 7070 BULB WEATHERSTRIP .187 X 275 40 LIFT RAIL COVER CAP 41 4139 I.F. FRAME HEAD 42 4140 I.F. FRAME SILL 6063-T6 AL 6063 -T6 AL 43 4141 50 I.F. FRAME JAMB 6063 -T6 AL 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 64066G 612240 61683G 42112HD 7BRWHL2 44128N 64006 67S16G 71096 7858 64126 61683G 67070K 74078 "C" L ORR 64139 64140 64141 GLAZING SILICONE, DOW 899, 995 OREQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 52 1225 VINYL GLAZING BEAD BULB (THIN) 53 4039 B GLAZING BEAD - 5/16" 54 4044 GLAZING BEAD - 5/16" W /GRILL KIT 55 4222 GLAZINGBEAD - 7/16" 56 985 C GLAZINGBEAD - 7/16" W /GRILL KIT 59 4067 60 CLASS, 61 62 If 63 " 65 it GLAZINGBEAD - 13/16" 5/16' LAMI (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, .090 PVB, 1/8" HS) 7/16' LAME (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" 115) 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 61F247W,K 6IP248K 64039B 644703 64222 6985 64067 A A ITEM DWG# REV! DESCRIPTION 1_ MAIL 1 PGT# 66 GLASS, 13/16" LAMI ICA /8 "A, 3/8 "AIR SPACE, 5/16" LAME (1/8 "A, .090 PVB, 1/8"A) 67 13/16" LAMI IGl- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 68 " 13/16" LAMI IG-1/8"A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE; 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG- 1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16"HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVB, 3/16 "HS 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 1 2.784 .062 1.988 I.F. FRAME JAMB A #4141,6063 -T6 I.F. FRAME HEAD A #4139, 6063 -T6 2 710 .F. FRAME SILL A #4140,6063 -T6 Rend Ely: F.K. Date: 4/15/07 Revisions: C ADD ITEMS 41, 42 & 43 Rend pr F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd ay: F.K. 5/13/06 Revlstvns: A ADO SPACE DIMENSIONS ITEMS 66 THRU 77. Drawn 8y: F.K. Date: 2/28/06 Checkeder J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3GT Visibly Better Desvipden. PARTS LIST Tide: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Mode HR710 Scale: NTS Sheet 6 or 11 c «big Na 4127 -10 Rev: C • • • • •• • • •••• s • •••• •• • • • • • •• • f••• • • • • •.•• • ..•• • • • • •• •• •••• • • • • • • .... • • •••• • • • .• • • •• • • • •••• ••••e. •• • • • • • • • •••• • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 —O % Expiration Date .Z (7 -0 /( By obert L. Clark, P.E. PE #139712 Structural • P• • FLANGE FRAME HEAD #4102A, 6063 -T6 -44°0—.062 .490 J} SASH STOP #4025, 6063 -T5 .062 Lt1 1.349-P-I SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1.183 050 .678 1.096 H -j GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 1.122 i -2.710 FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063-T6 2.279 .062 --1-1 1.081 1-»--- SASH MTG. RAIL #4006D, 6063HS -T6 .678 1.096 1 - GLAZING BEAD 7/16" #4222A, 6063 -T5 2. FRAME SILL ADAPTER #4137, 6063 -T6 L• FIXED MEETING RAIL #4054B, 6063HD -T6 1.349 1.291 -►l SASH SIDE RAIL #4126, 6063 -T5 050 .678 1.115 --- ---r -I GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) �1.513� l x.040 on .738 SASH STOP COVER #4053, 6063 -T5 1 1.363 [.050 .678 1.096 I r if GLAZING BEAD, 5/16" #4039B, 6063 -T5 .062 FLANGE FRAME JAMB #4002A, 6063 -T6 .683 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 Revad By Dais: Revstons: F.K. 4/15/07 C NO CHANGE THIS SHEET Revsd 8y F.IC Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd By. F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn 8y. F.K. Date: 2/28/06 Checked ay J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 SGT_ Descripfiker EXTRUSIONS rare: Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sertasnigodat HR710 Scale: Half Sheet 7 a 11 Drawing No 4127 -10 •••• • • • • •••• • • • •• • •• • • • • • •• • • •••• • • • • •••• • •••• • • • • •• •• •••• • • • • • • • • • • • •••• • • •••• • • • • • • • • • • • •••• •• • •••• 1• • sfl• • • • •••• PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 -0 Expiration Date EiI Ze:i By Mi Di Y1ade Product • Robert L. Clark, P.E. PE #39712 Structural • ANCHOR QUANTITIES, XOX (1/4-1/2-1/4) WINDOWS TABLE 4 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) D. 7/16" LAMI - (1 /,.090, 118" HS) D. 7116" LAMI - (3J11 6" " A A,.090, 3/16° A) E. 7/16• LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" " LAMI I (G16" 8 O R3 3/" A, 5/1 HS) G. 13/16" LAMI !G -1/8" OR 3116" 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, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 1. 13/16" 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 !G - 118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16° HS,.090, 3/16" 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. 25 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X ..._ ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL to g HEAD & SILL to 2 HEAD & SILL (1) g ¢ HEAD & SILL CO g ¢ HEAD & SILL CO g 5, HEAD & SILL co g a 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 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 +1 +02 +1 2 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 +0+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 +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 +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+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 +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 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 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 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 +C2 +2 +C2 +1 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 +C2 +2 +C2 +1 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 +C2 +2 +C2 +1 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 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 74.000x38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 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 +C3 +4 +C3 +11 3 • • • • 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 -•-- ANCHOR QUANTITY PER JAMB • • •••• • • • • •• • • • • • • • • •• ••• • •' •' • ••• •• • • • • •.'" • • ••• "• • ••• • . •• • • •••• • • • • • • • ' • • • • • • • • • • • •••• • •••' • • •• . • •: ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, : ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL rn 2 4 HEAD & SILL 2 2 > HEAD & SILL 2 g < HEAD & SILL to 2 4 HEAD & SILL 2 2 4 HEAD & SILL fh g - 2. GLASS TYPES: A. 5/16" LAM - (1/8" A,.090, 118" A) B. 5/16" LAM - (1/8" A,.090, 1I8" HS) C. 5/16" LAM - (1/8" HS,.090, 1/8" HS) D. 7/16" LAM - (3/16" A,.090, 3/16" A) E. 7/16" LAM - (3/16" A,.090, 3116° HS) F. 7/16" LAM - (3/16" HS,.090, 3/16" HS) 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 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 +C2 +1 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 +C2 +1 +C2 +1 tJ 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 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 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, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" 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. 13116" 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, 3/16" 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 221/2" MAX. O.C. TABLE KEY: X O X 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 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 +C2 +1 +C2 +1 1 +G2 +1 +C2t1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 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 +1 +C2 +1 2 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 +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 +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 +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 +C2 +1 +C2 +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 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 +1 +C3 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 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 +1 +C2+1 2 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 +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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 .... • . • .... • • • • .. • •• • • • • • "• • • • •.. ••• • .... ••• •.... ... • • • • ....' ... • • • • .... • ... • •....' . • • "• • " " "' asc complying g REVISED the as cor,�g:? jt g v i the Florida Building Code Acceptance No 0 0615 .01 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+1 +C3 +1 3 j1 +C3 +1 +C3 +1 ! 3 ANCHOR QUANTITY PER JAMB 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+1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1+C3+1 +C3 +1 1 +C2 +1 +C2 +1 3 2 OF (3) ANCHORS CENTERED EACH MEETING RAIL PLUS (1) AT EACH OPERABLE VENT (1) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. MIN. O.C. ANCHOR SPACING) MAX. A CLUSTER ON ANCHOR PLUS (9) (3" 1- 25 3/4° 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 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+G2+1 +C2t1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +G3 +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 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +G2 +1 3 1 +G3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 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 +1 +C2 +1 2 .-+I Ij --NH 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 +1 +C3 +1 3 H ---3" MIN. 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 +1 +C3 +1 3 9" R 1 i X i I 14I O 1 X 1 +G2 +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 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1+C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 MTG. EXAMPLE RAIL, TNT.- CLUSTER W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 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 2 1 +C2 +1 +C2 +1 2 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 +1 +C3 +1 3 F4720(/ (SHOWN IN TABLE KEY ABOVE) MAX. "TYP. Ex nation Date By [/ /....__.� i,' 4/i: ,, Dade Product on': Di "lon i 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 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 25 3/4" 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3+1 3 1 +C4 +1 +C4 +1 4 i �+1 1/2 1 ----3" MIN 86.437 x 38.375 4$.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 ?11 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 w �� Robert L. Clark, P.E. PE #39712 Structural 1 11� 9" REF. X_ 11 1 1111 O 1-- X_ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +G2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +G2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +G2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 �``, - --- _.,_„_ -/' OF (4) ANCHORS 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 4 - 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 Raved By: F.K. Date: 4/15/07 Revisions: C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descrfp n: ANCHORAGE SPACING XOX (1/3- 1/3 -1/3) Revsd By: F.K. Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd By: F.K. Dale: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better �� HR710 sue: T sneer 9 er 11 No. 4127 -10 Rev: C Drawn By F.K. Date: 2/28/06 Checked By J.J. Date: 3/23/06 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H LASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE> & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2 WOOD 2, CON C ZONES ZONES ZONES ZONES ZONE S WINDOW SIZE W V H J wcn 2 ea v} 37.000 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 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 2 3 3 3 3 J Q71 wCO ea 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 CO 2 3 3 3 3 J J_ _� 1 +C2 +1 1+C2+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C3 +1 1 +C2 +1 1 +C2 +1 3 2 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 4 1 +C3 +1 4 1 +C2 +1 1 +C2 +1 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 4 1 +C3 +1 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 +C2 +2 4 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 +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 3 1 +C3 +1 3 1 +C2 +1 0 m J Q = o 2 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 m d 2 3 3 3 3 3 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 2 1 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C3 +1 2 3 3 3 3 3 2 1 +C2 +1 2 3 1 +C3 +1 3` 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1+C3+1 3 3 3 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1 +C4 +1 3 1+C3+1 4 1 +C3 +1 3 1 +03 +1 3 1 +C4 +1 3 3 2 3 3 3 3 3 2 3 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 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +03 +1 4 1 +C3 +1 3 2 +C2 +2 3 2 +C2 +2 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 4 1 +C2 +1 4 1 +C3 +1 4 1 +C3 +1 3 1 +C2 +1 4 1 +C2 +1 2 +C3 +2 2 +C3 +2 4 2 +C3 +2 4 1 +C3 +1 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 4 4 4 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 2 +C4 +2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C2 +2 4 2 +C3 +2 4 2 +C3 +2 4 4 4 4 3 4 4 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +02 +2 2 +C2 +2 2 +C2 +2 2 2 +C2 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 2 +C4 +2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 2+04+2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2 +C3 +2 3 2+04+2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 5 2 +C3 +2 3 2 +04 +2 3 2 +0,4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +0.4 +2 4 5 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" LAM B. 5/16" LAM C. 5/16° LAM D. 7/16° LAM E. 7/16" LAM - (1/8" A,.090,1/8" A) - (1/8" A,.090, 1/8" HS) - (1/8° HS,.090, 1/8" HS) - (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16° HS) F. 7/16" LAM - (3/16" HS,.090, 3/16° HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16° LAMI IG -1/8" OR 3/16" A, 5/16N OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAMI - K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16° LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8 "A,.090, 1/8 "A) - (118" A,.090,1/8" HS) (1/8" HS,.090, 1/8° HS) (3/16" A,.090, 3/16° A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" 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 22 1/2" MAX. O.C. TABLE KEY: O X r2 +C3 +2 ! 3 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ANCHOR QUANTITY PER JAMB IHEAD 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) 18 3/4" MAX. -0-11-.-3" MIN. 4 18 3/4° MAX. 1 1/2" TYR I -•--3" MIN. 9" REF. E MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • • • •• • • •••• • • •••• •• • • • • • • •• • •••• • • • . •••. • • • •. •• • • • • • • • • • • •• • •••• • • • .•• • •••• • • •••• • •• • • • ••.. • • • • • • • • • • • PRODUCT PJ3VISED as coiflp '.�F skit.: ti,° Florida Building Ce ^^ Ae Ex'p By Mi D. ' ton c� Lance No CSI5Ati Lration D atc Z U7 Zoli Dade Products $ , Revsd By F.K. Date: 4/15/07 isdons: C CHG.TABLE # TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ Revsd BY F.K. Revsd By F.K. Drawn Br. F.K. Dada: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 DescdpdNn: P Ti ANCHORAGE SPACING, OX AND XO WINDOWS 7Yle: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 Ste: NTS Steer 10 of 11 Att 4127 -10 C Robert L. Clark, P.E. PE #39712 Structural A A MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. NOTE1© CONCRETE ANCHOR, NOTE 1 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 1/4° MAX. SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 3/8" MIN. 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL E 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 A ` (3.4 KSI CONCRETE) NOTES: 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. A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. �� ,s 1 3!4° a EXTERIOR INTERIOR I .. Y. MIN. .D (HEAD & SILL DETAILS A, B, C, D, & H) 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 MIN. 3.4 KSI CONCRETE A 1/4" MAX. SHIM o .•NOTE 1 A 13/4" MIN. E.D. TYP. DETAIL C A TYPICAL FLANGE FRAME SILL SECTIONS 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2° NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING 3/8" MIN. t� v. ee a • DETAIL D SEE NAILING DETAIL G (SILL) A DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Rend By Date: F.K. 4/15/07 Rend By Date: F.K. 10/17/06 Rev(st"ns: C REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD I.F. FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION" Revisions: 8 REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Revsd By Date: F.K. 5/13/06 Drawn By: Date: F.K. 2/28/06 Revisions: A Checked By. J.J. ADD NOTE 5. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Scale: Half Sheet•. 11 of 11 Drawing Mo. 4127-10 C ••le • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • •• • as c•::: _. Aczzi:41r c No Fa .iraticnDate • • •••• •• • • • • • • •• ••• •• • • ••• •• • • • • • • • • • • •••• •••• • • •••• •••• • • •••• • • •••• • • • • • • •••• • •••• • • •••• • t_z, Florida 0 ,r/e/e Robert L. Clark, P.E. PE #39712 Structural • • • 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"1.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 CONFIGURATIONS OPTIONS x 2 0 x 0 x 3 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 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 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. F. FOR 1,4-4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1 3-1-1 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ,6,4. 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 0 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" 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. 07. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • .. •• • •• • • • • •• •••I •• • • • • • • • • • •••• • •• .. • •••• • • PRODUCT RE?a11F.WED s$ corxr4y14 srbtia tgze need*. !!Itaidi g Act, i 5 :: pi:QYi, ^st By Miara' ::.:: rGTum 1i t C trot UitYVas m Revsd By: Date: F.K. 3/25/03 Revsd By Defe: F.K. 7/10/03 Revsd By: Date: F.K. 6/23/05 Drawn By Date: F.K. 12/17/02 Revisions B ADD 13/16" LG. & MOVE GLAZING DETAILS TO SHEET 2 Revisions: C NO CHANGE THIS SHEET Revisions: D ADD 76" HT., GLASS TYPES F AND G. REVISE ANCHORAGE. Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 Visibly Better DesaiPNon: NOTES AND TABLE OF CONTENTS role: ALUMINUM CASEMENT WINDOW, IMPACT Seties/raoaer CA -740 Sca NTS Shell 1 w 13 Drawing No. 7045 -8 Rev:. 1 (71,1 5- Lucas A. Turner, P.E. PE #58201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED �— GLASS 1/8" HEAT STRENGTHENED GLASS 46 L .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT [-- STRENGTHENED ---�i— GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1) 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 13/16" .65" NOM. GLASS BITE 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS jf L .65" NOM. GLASS BITE sti13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL t • • • • .• • .•.. .. • • • • • •. 2WPgrariodis •.•• • • • .• • •1.• .1•. • • ••.. • • ••.. • • • II • • •••• •... • • •••. • • •••• • 6 RODLJri T L'Ne 2i �Ca'C�a+ffi I o►/\ 1_ 0 s/ li Raved By. Date: F.K. 3/25/03 Rem( By Date: F.K. 7/10/03 Revsd:By: Date: F.K. 6/23/05 Drawn By Date: F.K. 03/25/03 Revisions: 6 REDRAW GLAZING DETAILS & ADD 13/16" L G. RewSions: C NO CHANGE THIS SHEET Revisions: D Checked By: ADD 13/16" LAMI LG. W /7 /16 "LAMI & CORRECT 5/16" LAM! DETAIL Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.G. BOX 1529 NOKOMIS, FL 34274 P Deseaioa: GLAZING DETAILS rare: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better SetiesiModet CA -745 State: NTS Shenk 2 of 13 Dia 7045 -8 Rev: D Lucas A. Turner, P.E. PE #56201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 13" MAX. O.C. 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. " -- 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. 4" MAX. I 4" MAX. 30" MAX. -DAYLIGHT -.- OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1 i h ' 1 j \ / SEE MEETING _ RAI l rDETAIL v T fP. (2) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT } �I- 14 1/2 MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 37" MAX. VENT TYP. 60" MAX. FIXED i A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) • • • • •• • •••• • • •••• •• • • . • • .. 401 •••• • • . •• • •• •• • • • ••• • •• • •••■• • • •••■• • • • • • PRODUCT MIMEO F1l EO as corepl iep alth eiae Sant, By ;a ti C tee Iltd - CB Revsd By F.K. Date: 3/25/03 Revisions: 8 CHANGE SHEET NO. REFERENCES Revsd By F.K. Date: 7/10/03 Re C ADD HINGE LOCATION DETAILS Revsd By: F.K. Drawn By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By_ CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 FA GT Uisi.JyblJeBercer Description: "XX" & "XOX" ELEVATIONS 170e: ALUMINUM CASEMENT WINDOW, IMPACT Se.ieslMode. CA -740 111. TS Sheet 3 et 13 D.aomrj No 7045 -8 Rey: 11/ t /v Sir Lucas A. Turner, P.E. PE #58201 Mechanical • v\ I / \ / O �. \ X / / / ," 13" MAX. O.C. 37" MAX. VENT TYP. 60" MAX. FIXED i A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) • • • • •• • •••• • • •••• •• • • . • • .. 401 •••• • • . •• • •• •• • • • ••• • •• • •••■• • • •••■• • • • • • PRODUCT MIMEO F1l EO as corepl iep alth eiae Sant, By ;a ti C tee Iltd - CB Revsd By F.K. Date: 3/25/03 Revisions: 8 CHANGE SHEET NO. REFERENCES Revsd By F.K. Date: 7/10/03 Re C ADD HINGE LOCATION DETAILS Revsd By: F.K. Drawn By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By_ CHANGE MAX. HT. TO 76" AND MAX. DLO TO 69" Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 FA GT Uisi.JyblJeBercer Description: "XX" & "XOX" ELEVATIONS 170e: ALUMINUM CASEMENT WINDOW, IMPACT Se.ieslMode. CA -740 111. TS Sheet 3 et 13 D.aomrj No 7045 -8 Rey: 11/ t /v Sir 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 13" MAX. -j O.C. I 4" MAX. I 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. -+ 37" MAX. WIDTH .- 30" MAX. DAYLIGHT OPENING 'er 1/ �/ X A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 14 1/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. -- DAYLIGHT - DAYLIGHT OPENING 1 1 OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX.- O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX A - 69" MAX. DAYLIGHT OPENING 0 Io 76" MAX. HEIGHT - - i 13" MAX. O.C. 4 MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 53" MAX. L__1 4 " MAX. / 4" MAX. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION \ J ! A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 1 1 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) • • • .. .. • • .. .. • • • .. • • .. .. • .... • PRODUCT RENEWED as ewe ptyieg with the Fled & %tiding C& ..e A6 eptsuD N Eapiratiae �E x; .' 1 .1 i. By Pte; <.,,,.,,. Revel By: F.K. Date: 3/25/03 Revisions; B CHANGE SHEET NO. REFERENCES Rend By: F.K. Date: 6/23/05 Revisions; C ADD HINGE DETAIL & HINGE LOCATION NOTES Revsd By F.K. Drawn By F.K. Date: 7/10/03 Date: 12/17/02 Re D Checked By: F.K. CHANGE MAX. HT. TO 76 "AND MAX. DLO TO 69" Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MGT V /aTrIkbI eBetter Destdprba: 'X'; "0", "XO" & "OX" ELEVATIONS Tele: ALUMINUM CASEMENT WINDOW, IMPACT Series/Model: CA -740 Scale: NTS Shear. 4 of 13 Dawing No. 7045-8 Rev: 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) ,"X" WIDTH "X" WIN B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) HEIGHT OWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 . 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) 26 31 36 38 3/8 43 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 EG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 A -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. -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 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -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 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -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 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 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 -51.3 51.3 -49.8 49.8 -48.3 48.3 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 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 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 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 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 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 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 36 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 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67. -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. TABLE 2. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 "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 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A 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 TO37t WIDE x76 "HIGH - 55.0155.0 NOTES: j 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. X • • • • • .. • • • .... .. • • • • .. �• • • • • .. • • •••• • • PRODUCT RENEWED as complying with the Fled& Raiding Cede Accepts= No tea Date Revsd By: F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLES 1 & 4 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 ANCHORS & ADD 76" HEIGHT OPTION Drawn By: Date: Checked By. Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 Visibly Better Descripfion: PRESSURES- X CONFIG. WINDOWS Title: ALUMINUM CASEMENT WINDOW, IMPACT Series/Model. CA -740 Scale: NTS Sheet: 5 of 13 Drawkq No 7045 -8 V*0' 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) WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEr 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 -7:.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 5.0 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 70.0 531 /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 r -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 -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 r - 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 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 X X • • • • • •••• • • • ▪ • • • • • • • • • • • •..• • • • •••• •••• • • ••••.• • ••••.• Its t,Sst �ir`�it3!aCt'.. �I I(�• /, • •• • • • 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. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (118 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH j -55.01 55.0 NOTES: Q 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 as complying with the Fled& Mang Cole Asseptraasc N don Onto • ; -• �rrr�v Dade,.+ a BY Wawa Isis: Revsd By: Date: Revisions: Revsd By: Date: Revisions: Revsd By: F.K. Drawn By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By. REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 Visibly Better Descrfptbn: PRESSURES - XX CONFIG. WINDOWS rte: ALUMINUM CASEMENT WINDOW, IMPACT smiesimodet: CA -740 Scale: NTS Sheet: 6 of 13 Ore vnrp No. 7045 -8 Re Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "O" & "1/4- 1/2 -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" LAM! (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 /8 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI- W/3/16 "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 NEG POS NEG POS NEG POS 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 -55.0 55.0 -55.0 55.0 -55.0 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 -55.01 55.0 -55.01 55.0 391/2 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 46.9 - 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 -55.0 55.0 - -55.0 55.0 - -55.0 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 70.0 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 -75.0 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 -55.0 55.0 - 55.0 55.0 -55.0 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 89.2 -55.0 55.0 -55.0 55.0 -55.0 55.0 48 96 -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 -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 -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 -750 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 -55.0 55.0 -55.0 55.0 -53.2 53.2 - 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 -39.2 392 -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 - 55.0 55.0 -52.6 52.6 -49.6 49.6 531 /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 - 44.2 44.2 -42.2 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 -53.8 53.8 -49.4 49.4 - 46.2 46.2 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 - 452145.2 551/2 111 A -750 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 -372 372 -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.! -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 -60.1 60.1 -57.5 57.5 - 54.8 54.8 - 51.1151.1 - 46.8146.8 - 43.6143.6 57 114 A -75.0 70.0 - 56.2 56.2 - 44.8 44.8 -42.1 42.1 - 46.2 46.2 -42.5 42.5 -41.2 41.2 -39.8 ' • .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 • c -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 ; .7 58.7 -55.9 55.9 - 53.2 53.2 -49.4 49.4 -45.2 45.2 -42.6 42.6 581/2 117 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. 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 70.0 -75.0 70.0 -75.0 70.0 -75.0 b • -722 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 6,; .5 54.5 -51.6 51.6 -47.8 47.8 -43.6 43.6 -41.7 41.7 60 A -72.9 70.0 - 53.4 53.4 -42.2 Ea -39.7 39.7 eng 43.5 -40.4 40.4 -392 39.2 -37.6 37.6 -36.7 36.7 egaleng -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 7 • . ` -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 - 46.3146.3 - 42.8142.8 - 40.81 40.8 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX' WINDOWS TEST REPORT: FTL- 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 1 -90.01 70.0 TABLE 7A. "0" & "1/4- 112 -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" LAMM/ 3/16 "HS,.090,3 /16 "HS) 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 ( -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 Q 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 1 4 x 0 • • • •• • • • • .••• •••■ • •••• • • • • •••• • • • • • •••• •••• • • •••• • • • •••• • • • •• • • • • • •• PRODUCT RENEWIM as complying with thorlarldi Nnlldiag Cade Accepte>aso No on Date Revsd By: F.K. Date: 3/25/03 Revisions: 8 ADD GLASS TYPE E TO TABLE 6 Revsd By F.K. Revsd By: F.K. Drawn By: F.K. Date: 7/10/03 Date: 6/23/05 Date: 12/17/02 Revisions: C Revisions: D Checked By. NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76" HT. OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS Title: ALUMINUM CASEMENT WINDOW, IMPACT SMade: CA -740 NTS sheen 7 of 13 DtaWng N". 7045 -8 Lucas A. Tumer, 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 37 551/2 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 49 1/3 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 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 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 -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 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 -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 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 -1/3 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 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 1 -55.01 55.0 A 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 1 1 3 3 3 X 0 X x 0 O •'• X • •• •• • • 00.001 •••• • • •••• • • • •• • • • • • •• •••• • upos , tom! ddee •••• • •••• •••• • •••• • •••• •••• • •••• • ••• • • • PRODUCT RENEWED is emptying with the Rudd; Raiding Cede Acceptrzse Flu Expiration pie Revsd By: F.K. Date: 3/25/03 Revisions: 8 ADD GLASS TYPE E TO TABLE 9 Revsd Hy. F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd ay: F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drawn ay F.K. Date: 12/17/02 Checked By: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better Description: PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Series/Model: CA -740 Scale: NTS Sheet: 8 a 13 Drawing No. 7045 -8 Rev: D Lucas A. Turner, 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,.090,1/8"HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS 70.0 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 NEG1POS 69.264 19.125 31.014 A ' -75.0 70.0 -75.0 70.0 r -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 - 55.0155.0 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 -55.01 55.0 , -55.0+ 55.0 -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 41.1 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 -55.01 55.01-55.01 55.0 . -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 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 C,F -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 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 - 55.01-55.0 -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 1 47.5 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 l -69.4 69.4 - 64.7 64.7 -61.0 61.0 , -58.4 58.4 -55.7 55.7 -52.11 52.1 -47.71 47.7 . - 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 i 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 t -40.2 40.2 -38.7 38.7 -36.9 36.9 1-35.0 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 -45.81 45.8 - 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 -43.91 43.9 -41.91 41.9 130.378 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 -48.01 48.0(- 43.8143.8,_-41.81 41.8 134 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 -46.31 46.3 -42.81 42.8 -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 -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, 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/ 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 1-55.0 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 L TEV • f. • • • • .. • .. • • • • • • •...,.. • •••• ••• • r�y,171r��, - ••• •• • • PRODUCT kE IFY D 3qp C ©E4';!If15 :1 WhI 41 v Flatictz ?3ukitdp C'. i3: Ass rtc; ".;- 1 13 Revsd Br. F.K. Dale: 3/25/03 Revisions: 8 ADD GLASS TYPE E TO TABLE 11 Revd By F.K. Dale: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Dram By: F.K Dale: 6/23/05 Date: 12/17/02 Revisions: D Checked By CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P 11 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Serie.UModaL CA -740 Scale: NTS Shea 9 of 13 Dreemg No. 7045 -8 Rev j � --- i1 /' 1t 705 ,rte Lucas A. Turner, P.E #58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. VENT II DAYLIGHT OPENING -•-I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) • • HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) Revsd 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. 12/17/02 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X • • • • • •• • • • .•.• • • • papaucirREwisED wit& the illerds c • • Ne •tip Date .8 • ....I. • •.•• • • • • • • • • • PRODUCT RENEWED as complying with the Florid gelding Cede Acceptance No Date Revisions: B ADD 13/16' LG. GLAZING BEAD ITEM Revisions: C SHOW TOP HINGE Revisions: D Checked By. CHG SHT. NO. REF. AND ADD ITEM 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM CASEMENT WINDOW, IMPACT 11/71:4/05-- 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 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 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 I M il #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .095" 44 " CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1 .434" 1 2.854" .062" NOM. 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 TA,, DWG# 7002••• • .. • • •• . • • • • .• • • • • • • • •▪ •.• • • • • • • • • PRODUCT RENEWED BB complying with the FeoolP+ adding n Away t2W;: Eviztolou lento Revsd By. F.K. Date: 3/25/03 Revisions: B NO CHANGE THIS SHEET Revsd Br F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Date: 6/23/05 Revisions: D ADD ITEM 89 Drawn By: F.K. Date: 12/17/02 Checked Br Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PG711- Visibly Better Description: • EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sarreerModat: CA -740 Seale: NTS Sheet 11 et 13 Drawing No. 7045 -8 Rev: D Lucas A. s ume., P.E. PE #58201 Mechanical PARTS LIST ITEM DWG# 7002A PGT. # DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .I87X.240 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 10 -24 X .562 PH. PN. TYPE F 12 7014 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. & RH.) 22 7858ZA #8 X 5/8" FLT. PHL 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. PHL. 30 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INTERLAYER - 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 & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3 /I6HS 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 78x12PSTW/B 8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #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 Revsd By F.K. 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 FDCED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FDCED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13116" LG. GLASS (118 "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" LG. GLASS (118 "HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAME = 3 /16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" .050" -- H -r .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523"--1 t--- I I .865" .050" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" 1.000" .423" �--- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 '993" r•0—[ .289" .040" ---f i --•-j }1111- - .172" .870" II .050" 1 .569" 13116" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 Drawing .125" ---1 1.124" .062" --1r-- .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A INSTALLATION }-K t COVE:R.. i 2.701 MArL:6063.76 • TIM 7007 " • • •• • • •••• • • • •••- • •1111. .• •••- - • • • • • PRODUCT RENEWED! as complying with the Plorh& DoIdBag Code Accxptstsce No tioa �y. Date: 3/25/03 Revisions: B ADD 13/16 "l.G. GLASS & GLAZING BEAD Raved By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 6/23/05 Revisions: D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Drawn By: F.K. Date: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SGT_ DesaiDGOn: PARTS LIST & EXTRUSIONS Tine: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Mod,C CA -740 NTS Sheet. 12 0. 13 No 7045 -8 Rev: D Lucas A.1 i. mer, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM _1 r_ ASEE NOT 4 1 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 A SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 .� 11 _11111,1111 t! 1111111111111111111111. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 A SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1lf111111111S111111111. • •• • i. j11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 'IfR! dtFf l7flflil r7iillt7G:; ids!' 1/4" MAX. SHIM ASEE NOTE 1 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 •-I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 t• 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 2,1/211.THICK •- • •••• •••• . • • • • •• • •• • • NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 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 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. Revsd By Date: Revisions: F.K. 3/25/03 B NO CHANGE THIS SHEET Revsd By: Date: F.K. 7/10/03 Revsd By: Date: F.K. 6/23/05 pawner: Date: F.K. 12/17/02 Revisions: C NO CHANGE THIS SHEET Revisions: D REVISE NOTES AND REMOVE 3/16" TAPCONS & #14 SCREWS Checked By: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • • • • .. .••• • • • • •••• • •••• • • • • • • .... • itevestir • ••••4. •••• 11.1) dkiir? JC• • • • •••• • • • •••• • • PRQDUCP RENEWED as complying with the Floes guiding Code Arcs No Date FIGTI ANCHORAGE DETAILS A: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Model. CA -740 Scale: NTS Sheet: 13 at 13 Drawing No. 7045-8 R f Lucas A. Turner, P.E. PE #58201 Mechanical A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. 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. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN 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 IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN 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" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN 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. L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN 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. AM. 13/16" 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 WI LOW OR HIGH SILL OPTION) R. 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4645, FTL- 4646, FTL -4647, FTL -4648, FTL -4649, FTL -4650, FTL- 4651, FTL- 4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI/AF &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 L� HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS...R *.+a 7 CORNER DET1 I4t. *a• 7••••=• Agi OI AGEIR ..a 8-11 •• IS 0. • .000 • • • . • •000 • • • • •0 •0 0000 • • • • • • •••• • • •000 • • • • 00 • • •0 • • • •0•• • • • • • • • ••••:• • • ••••.• • • PROtlUCT REViSE0 as complying with the Hackle Saidhig Code Acceptance No Date O( Revd By. Da Revisions Roved By: F.K DWs 11/13/06 CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1. GLAZING OPTIONS Raved Br F.K Darr: 1/24/06 Revisions A ADD FTL -4723 TO NOTE 7. Draw" Br F.K Daft 9/1/05 Dteeraeer. Dabs 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better GENERAL NOTES Ter ALUM. SINGLE HUNG WINDOW, IMPACT a.Ysaeodee 314700 NTS &se 1 of 11 4040-20 Roc B Robert L. Clark, P.E. PE #39712 Structural (36,87,88 or 92 Raved By Rend lir F.K Rand By: F.K A.,, 8y FX. 1 1/2" NOM. GLASS BITE 3.3,84 or 85 _..a1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1 1/2" NOM. GLASS BITE t A NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. <=I EXTERIOR INTERIOR E> (ALL SECTIONS) .......,...._______„ 1 _....i...r, 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 ILr r 4 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 AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS e0 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI R.rreJdmr f -r-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS -+-- .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" 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 11/13/06 Revkranr B aar 1/24/06 Revldy= A ADD ITEM 92 TO 5/18 LAMI 1.r3 GLASS (AA,A) & MMI 1G NOTE NO CHANGE THIS SHEET 9/1/05 Checked By: J.J. Dabx 2/23/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I 21 d r Visib& Better GLAZING DETAILS Take ALUM. SINGLE HUNG WINDOW, IMPACT Sak ■RIadet SH700 Full Sheet 2 or 11 Drawing No. 4040 -20 • •••• • • •••• •• • • •• • • • • • • • • •••• • • • • ••• • • •. •• • • • • • • • • . • •• • • •••• • . • •••• • •••• •••• ■ • • • • • • • • • • • • •••• • • • • •••• • • PRODUCT REVISED as complyfre with the Flarkle Ratan Code Acceptance No i • if 04, Date r'ID7K1 20/i By .r/i . j .��< At 3/4/7 Robert L. Clark, P.E. PE #39712 Structural • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION Q BASED ON FLANGED WINDOW TIP-TO-TIP FRA IMENSIONS WIDTH GLASS TYPE 63" A,B,M +80.0 -80. 66" +80.0 TABLE 1. WINDOW HEIGHT 68" 70' 72" 74" 76" -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" 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 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50' A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 53 118" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53 1/8" 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 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" 22 11/16" 28 3/16" 33 3/4" 39 5/16" 44 13/16" 50 3/8" 55 15116" 53 1/8" D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8 "A,.090,1/8 "A) FTL- 4647, 4648, 4723, 4957 B. 5/16" LAMI - (1 /8 "A,.090,1 /8 "HS) FTL- 4647, 4648 C. 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL- 4647, 4648 D. 7/16" LAMI - (3/16 "A,.090, 3/16 "A) FTL- 4645, 4885 E. 7/16" LAMI - (3/16 "A,.090, 3 /16 "HS) FTL -4645 F. 7/16" LAMI - (3/16 "HS,.090, 3/16 "HS) FTL -4645 G. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1/8 "A) FTL -4646, 4723 H. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "HS) FTL -4846 I. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8 "HS,.090,1 /8 "HS) FTL -4646 J. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL- 4649, 4650 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3116 "A,.090, 3/16 "HS) FTL- 4649, 4650, 4958 L. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16 "HS) FTL- 4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1/8 "A)4 FTL -5063 W HT. "0" MEETING RAIL S SH "0" MEETING RAIL HT. no. MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 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 12 5/8" MINIMUM TO 38" MAXIMUM.A J SASH WET. MINUS SASH -1-HT. SASH •••• • • • • •••• . •• •• • • •••• • • •••• • • •• •. • • • • • • • • •• • •• • • • • •• • • • • •••• • • •••• • • • •••• • •• • • • •••• ••r••• • • • ••»••• • • • • • • • ••• • • ••• ••.• • • • •.•• • • • PRODUCT REVISED complybkr with Ire Merida ida Delfts Catle Acceptance No EDate RENad B : Rend 0-r F.K o: Rename Date 11/13/06 RevIslorar B Relied Or F.K Dale: 1/24/06 Revtakew A UPDATE TO AVM E 1300.02 REMOVE STD 1,4EWSASH HT REF, TABLE2 REVISED CUSTOM FORMAT DE'S ADD INT. FIN. UPDATE TEST NOS ADD FTL -4723 TO GLASS TYPES AAND G. OHM Etr F.K Daft 9/1/05 Checked By: 2123107 > 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 PiGir V/sibly Better DESIGN PRESSURES mr ALUM. SINGLE HUNG WINDOW, IMPACT 8mrrbkdet SH700 Veils NTS Mat 3 a 19 OnraIng Na 4040-20 B Robert L. Clark, P.E. PE #39712 Structural • •••• • SEE DLO TABLE l SEE DLO TABLE (MAX.) 1 1 SEE DLO TABLE SEE DLO TABLE 53 1/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH LEX D I 75" MAX. I.F. D ..,e,� HEI HT 76" MAX. FLANGED HEI HT 48 114" MAX. VENT DLO (ALL) DETAIL A 1/1 B 38 /16" MAX. SASH HEIGHT O DETAIL 49 5/8" MAX. FIXED 1-4'-- DLO (ALL) 1 O M AX. 76" FLAN HEI A 34 1/2" X j 53 1/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH LEX D I 75" MAX. I.F. D ..,e,� HEI HT 76" MAX. FLANGED HEI HT 48 114" MAX. VENT DLO (ALL) DETAIL A 1/1 B 38 /16" MAX. SASH HEIGHT O DETAIL FIXED LITE 75" I.F. HEIGHT M AX. 76" FLAN HEI A 34 1/2" X , B SAS20" H HEIGHT t 41 1/4" C B u- DETAIL D VIEW (CUSTOM SASH) f MAX. GED GHT i A SEE DLO TABLE 1 75" MAX. A I.F. SEE DLO TABLE X NO 75" MAX. I.F. HEIGHT A 76" MAX. FLANGED HEI HT HEIGHT SEE DLO A TABLE E4 76" MAX. FLANGED HEIGHT DETAIL B VIEW (STANDARD SASH) E� 1 75" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A Roo 1By Raved By F.K Daft R SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH1 •. 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 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. Da& 11/13/08 B Rowel Br F.K Deis: 1/24/08 A ADD INTEGRAL FIN (I.F.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET Drawn By F.K 9/1/05 Macleod By J.J. Dale: 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better italestikdat SH700 N " Sheet 4 of 11 Derek g 4040-20 B •••• • • •••• •• •• • • ••• • • • •••• • • •• •• •. 1. • • • • • •• • • • • •••• • • •••• • • • • .... • • •••• • • • • •• •• • • • • •••• PRODUCT REVISED as comma with IMe Medii Bolding Cock Acceptance No .be, • •• • •• •• .• ••• • • • ••• • ••• • •• • •• ••• .• • • • • •••• • • Robert L. Clark, P.E. PE #39712 Structural MAX. HEIGHT 2.784" AMMO MAX. FIXED LITE DAYLIGHT OPENING m OUTSIDE INSIDE :11J E-1,4 Lei MAX. VENT DAYLIGHT OPENING m R•wd8�. Rat ay. F.K War D m m 0 m NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING 0 Ez OUTSID O 4•111111M ino mown l I I NOTE: BALANCE PARTS USED AIL BASED ON SASH WEIGHT 9,10,11,15,16 -13011 ii •- �;iT...,,,. i '-ice I����r,. i MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE 2.710" INTEGRAL FIN (I.F.) FRAME SECTIONS 2.946 HIGH SILL m MEM INSIDE HIGH SILL SECTION B -B (LOW SILL SHOWN) Rovlsionx • • f 2.330" (LOW SILL) SEE NOTE ABOVE m ULTRALI FT ONLY 48 2. 30 LOW SILL LOW SILL HEAD m m 2.946" (HIGH SILL) m ALTERNATE HIGH SILL ULTRALIFT ONLY I.F. FRAME JAMB OUTSIDE 2.710" 0 LI-4—U- OUTSIDE CD 1/9 CD SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) • • ••• •••• • • •••• •• • • •••• • • •••• • • •• •• • • •• • • • • • .• • • •• • ••• • •• • • • • •••• • •••• • • •••• • • •••• • •• • • • •••• • • • • • •• •• • •• • • • PRODUCT REVISED ss complying with the Flwi A Code Dote A 2011 11/13/06 Ruvislaur 8 ADD I.F. SECTIONS & CONSOLIDATE BAL COMPONENTS Roved ar. FMK Dale: 1/14/06 R•vtdonee A NO CHANGE THIS SHEET yawn ar F.K Deft 9/1/05 mocked sr J.J. D221723107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT BaioiMod.E SH700 Half Mast 5 •r 11 Dalian g N0. 4040 -20 rum B D Robert L. Clark, P.E. PE #39712 Structural • ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 69 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834M 12 80 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 88 #8 -32 X1 t2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMA SETTING BLOCK 3/32" X25/64" X 1" 71622K 36 1052 LAMI IG SETTING BLOCK 1" X3/4" X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039E GLAZING BEAD, 5/16 LAM GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAMI W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61624K Read Els Doke er FIG Rend By: F.K Paw 11/13/06 R B Dales 1/24/06 RevIsktirox A ADD I.F. FRAME ITEMS 47, 46, 49 AND 50. UPGRADE ITEM21. ADD ITEM 92. CHG. DESCRIPTION ITEMS 7,9 & 13 NO CHANGE THIS SHEET Maw By: F.K Dale 9/1/05 Chocked By: J.J. Dales 2/23/07 A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2 - 7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM, (1/8 "A,.090 PVB,1/8 "A) 81 B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 83 D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) 85 F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) 86 G. GLASS, 13/16" LAM IG;1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "A) 87 H. GLASS, 13/16" LAMI 1G;1/8 "HS, AIR SPACE, 5/16" LAMI, (118 "A,.090 PVB,1/8 "HS) 88 1 GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 89 J. GLASS, 13/16" LAMB IG; 1/8"HS, AIR SPACE, 7/16" LAMB, (3/16 "A,.090 PVB,3 /16 "A) 90 K. GLASS, 13/16" LAM IG;1/8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "HS) 91 L. GLASS, 13/16" LAMI IG;1/8 "HS, AIR SPACE, 7116" LAIW, (3/16 "HS,.090 PVB,3 /16 "HS) • , 92 M GLASS, 13/16" LAM IG; 1/8"A AIR SPACE, 5/16" LAMI, (1/8 "A.090 PVB,1/8 "A) _ • _ • •, .062 2.784 1. FRAME, I.F. HEAD #4071A, 6063 -T6 .062 NOM THICKNESS FRAME, I.F. LOW SILL #4072A, 6063 -T6 2.374 71 FRAME, I.F. HIGH SILL A (USED AS RADIUS TOP HEAD) 2. .062 NOM THICKNESS FRAME, I.F. JAMB #4074B, 6063 -T6 #4073A, 6063 -T6 Vitsibdy Better PARTS LIST me ALUM. SINGLE HUNG WINDOW, IMPACT 8odeedarkst SH700 Sale: NTS awe 6 d 11 Thawing Na 4040 -20 Rev. B • ..• • • •••• • • .... • • .. •• • • • • • . • • • •. • •• • • • . .• • • • • •••• • • ••.• • •••• • • •••• • •• • • • •••• • • • • • •• ••• • • .. •. .. •• ••• ••• • •• ••s••• •• • PRODUCT REVISED as comps with doe Pins Raiding Code Acceptance N Date Robert L Clark, P.E. PE #39712 Structural • ••■ • 1-*- -2.784 1.363 i U .062 FLANGE FRAME HEAD #4002A, 6063 -T6 .062 -r--1 749-•- 1 2.710 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A, 6063HD T6A 3.446 Raved B3 Rend 13y: F.K Rood By. F.K .062 2.946 Imo- 2.784 --+1 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 Daft 1 2.830 .062 1-" -- 2.784 --►I FLANGE FRAME SILL (Low) #4003C, 6063 -T6 1 2.330 --.062 11.490 k- -1.451► -� J SASH STOP #4025, 6063 -T5 I-+ -- 2.279 SASH TOP RAIL #4006C, 6063HS-T6 .062 2.326 -� r -.738 .040 SASH STOP COVER #4053, 6063-T5 (1or47 SEALANT ALONG ENTIRE JOINT I.F. FRAME J SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONIifl, FRAME CORNER CONSTRUCT ON, • •••••• .050 • - .678 •••• • • • • 1.096 I- -17 .062- CIF- -' y GLAZING BEAD, 5/16" #4039B, 6063 -T5 .• • • ••• • • • • • • •• • SASH SIDE RAIL #4008, 6063 -T5 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 A50 2.638 SASH BOTTOM RAIL (HIGH) #4051 A, 6063 -T5 .678 1.096 GLAZING BEAD 7/16" #4222, 6063 -T5 .050 1.115 1 -17 GLAZING BEAD 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) .678 .050 1.096 .678 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .683 50 �+ 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 •••. • • •• •• .••• • • •••• • • • • • • .... • • •••. • • • •• • • •• • • • •••• ••• .•. • ••• • ... •• • • .• • •• • • • • .• • PRODUCT REVISED as complying with lite Fkrllis Buidiog Code Aetepsaace Ne doe Date Dater 11/13/06 Deem: 1/24/06 Rlonc B Revlskinec A UPDATE FRAME COINER ASSEMBLY TO INCLUDE I.F. AND UPGRADE ITEM 21 ALLOY. NO CHANGE THIS SHEET Dam BY: F.K. Dater 9/1/05 Cheellald By: J.J. Des 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. 139X 1629 NOKOMIS, FL 34274 BST Visibi Better EXTRUSIONS & FRAME CORNER DETAIL 7irc ALUM. SINGLE HUNG WINDOW, IMPACT Sedasfiodek SH700 sere Half Sheet 7 all Dewing No. 4040 -20 Rat B Robert L. Clark, P.E. PE #39712 Structural • • • ••• • •. • • ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS SUBSTRATE: TYPE: --� WINDOW WIDTH 19.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L 1 1,2 28.603 U NZ 0 1 1 1 1 11 M N Q 1 1 2 34.603 U NZ 1 1:1 1 1,2 C) NO o 1 22 40.603 U N Z O U 1 1F2 WINDOW HEIGHT 46.603 . 03 TABLE 5. 58.603 C7 o O U ' 0 o o 0 1 1 1 1 2:2 A,B,M 1 1 :2 1 11 1 1 1 1 1 2 1 1 1 1 1.2 1 2,2 1 1 2 2.2 2:2 2 2 22 22 1 2.2 1 2: 2 1 2:2 2 2 1 1 2 2 1 1 1 64.603 76.000 o 0 0 o 1 1 1 1 1 1 1 2:2 1 1 1 1 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1 2 1 1:2 1 12 1 1'2 1 22 1 1.2 1 2.2 1 2 2 1 2.2 1 2.2 1 2:2 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 2 1 1 1 1 1:2 1 1 2 1 12 1 1 2 1 2.2 1 1 2 1 2 2 1 2 2 1 2. 2 1 2 2 1 2 2 1 2;2 1 1 1 1 1 1 2:2 1 1 1 1 32.000 C,D,E,F,G, H,I,J,K,L 1 12 1 1:2 1 2 2 1 23 1 1 2 1 22 1 2`3 1 1 2 1 2 3 1 2 3 1 2:2 1 2.3 1 23 1 2 2 1 2 1 1 2 1 1 2 1 1 A,B,M 1 12 1 1 2 1 2:2 1 2 3 1 12 1 2.2 1 2: 3 1 12 1 2 3 1 2 3 1 2 2 1 2 3 1 2:3 1 2 2 1 1 313 1 1 1 1 3;2 1 1 1 1 37.000 C,D,E,F,G, H,I,J,K,L 1 2 2 1 1 2 1 2 2 1 2:3 1 1.2 1 2:3 2 2 3 1 2 2 1 2.3 2 2 3 1 2`2 2 2 3 2 2 3 1 2 2 1 2 2 1 2 2 1 2 A,B,M 1 2 2 1 1 2 1 2 2 1 2:3 1 1:2 1 2 3 2 2 3 1 2:2 1 2 3 2 2 3 1 2 2 2 2 3 2 2, 3 2 2 1 2 3 2 2 1 2 2 1 2 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2:2 2 2 3 2 2 3 2 2 3 2 2 3 2 2.4 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 2 2 1.2 2 2 2 2 23 2 2.2 2 2: 3 2 2 3 2 2 2 2 2 3 2 2.3 2 213 2 2:3 2 2 4 2 2 2 2 2 2 2 2 2 2 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2:2 2 2 2 2 23 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3'4 2 2 2 2 2 2 2 2 2 2 2 4,5 A,B,M 2 2 2 2 2.2 2 2;2 2 2 3 2 2 2 2 2 3 2 2 3 2 2,2 2 3:3 48.000 PSF 79 79 2 2 4 2 2 =3 2 3 3 2 3:4 2 2 2 2 2 2 2 2 2 2 2 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2,2 2 2 2 2 2 3 2 2 2 2 2 3 2 34 2 2' 3 2 3: 3 2 3 :4 2 2 3 3.4 2 3.4 2 2 2 2 2 3 5 2 2 4:5 3 2 2 A,B,M 2 2 2 2 2,2 2 2 2 53.125 PSF 72 79 2 2'3 2 2;2 2 2 3 2 3 '> 4 2 2 3 2 33 2 34 2 2 3 2 34 2 3 4 2 2 2 2 2 3 2 2 3 2 3:4 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3;4 2 2:3 2 3 4 2 3 4 2 2 3 2 3:4 3 3:4 2 2 3 2 313 2 3 2 3 3 2 A,B,M 2 2 2 2 2 2 2 2 2 2 2 3 2 22 2 2 3 2 2 2: 3 2 3.4 2 3 4 2 2 3 2 34 3 34 2 2 3 2 2 3 2 2 3 2 3 4:5 ReadBy: Rood by: F.K Dee: ANCHORAGE NOTES: 3 - #12 SCREWS 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 6" MAX. BELOW MTG. RAIL A 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. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH II•lEtIVANTITY OF ANCHORS SHOWN IN•1301.01 OTHERWISE, THe's. RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW NM. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 • • • • • • • • • • • ritenucr REVISED as contplying with ibs /bias Balding Cede Aftetplabee No E • lien Date Fewletwer Dater 11/16 B REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE Rend Br F.K 1/24/06 RerLhne: A NO CHANGE THIS SHEET Drawn By. F.K Deka 7/`29/06' Cheeked By: J.J. Date: 2/23/07 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 11121G,T Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Sarieseixtre SH700 Saalw Arrs ohne Diming No. 4040-20 Row Robert L. Clark, P.E. PE 939712 Structural • • • • • • • • • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE`S WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 p U h V O NU-6;18N6 U 0 > 0 v CONC 0 coONZ S 0 1 CONC o h O ,-,, 0 Z 0 1 CONC cv 44 U 1 CONC 0 cC 0 NZ U 1 CONC 0 co 0 Z 1 CONC 0 V O 0 N V 0 r Z 0 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1:1 1 1.1 1 2 2 1 2:1 1 2'2 1 2:2 1 2:1 1 2,2 1 22 1 2'2 1 22 1 212 1 22 1 212 1 2.2 1 2'2 1 2;2 1 3;2 1 2:2 1 32 1 3 2 1 22 1 3.2 A,B,M 1 1 :1 1 1:1 1 1;1 1 . 22 1 2.1 1 2:2 1 2:2 1 211 1 2:2 1 2:2, 1 2;2 1 212 1 212 1 2:2 1 2:2 1 2;2 1 2;2 1 2:2 1 312 1 2.2 1 3.2 1 3:2 1 2;2 1 3,2 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2:2 1 22 1 2;2 1 2,2 1 2:2 1 2;2 1 2.2 1 3 *2 1 32 1 22 1 3 2 1 3:2 1 2'2 1 3:2 1 312 1 2:2 1 3'2 A,B,M 111 1 1 1:1 1 1.1 1 2 2 1 1,1 1 2:2 1 2:2 1 2;2 1 2;2 1 2:2 1 2;2 1 2.2 1 2'2 1 2 :2 1 3 2 1 32 1 2.2 1 3:2 1 3.2 1 2`2 1 3.2 1 3;2 1 2.2 1 3 2 32,000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 111 1 2;2 1 2:2 1 2;2 1 2;3 1 2;2 1 2;2 2 3- 3 1 22 1 3:3 2 3;3 1 3;2 1 33 1 33 1 2:2 1 33 1 4.3 1 3:2 1 4;3 1 4.3 1 32 1 4 3 A,B,M 111 1 1 1' 1 1 111 1 2:2 1 2 2 1 2:2 1 2. 3 1 2.2 1 2:2 2 3. 3 1 2 2 1 3 3 2 3.3 1 3 2 1 3:3 1 3:3 1 2 :2 1 3:3 1 4:3 1 3 2 1 4 3 1 4:3 1 3 2 1 4 3 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 111 2 2-12 1 2 2 1 2.2 2 2;3 1 2.2 2 2.3 2 3:3 1 2:2 2 3 3 2 3 3 1 3.3 2 4 3 2 3:3 1 3 2 2 3;3 2 4 3 1 3 2 2 4 3 2 4.4 1 3:2 2 4.3 A,B,M 111 1 1 1 1 111 1 2 212 1 2.2 1 2.2 2 2 3 1 2 2 2 213 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4:3 2 3 3 1 3.2 2 3 3 2 4 3 1 3 2 2 4 3 2 4:4 1 3 2 2 4 3 40.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 111 2 1;1.111 2 2 212 2 2 2 2 2:2 2 2.3 2 2:2 2 3:3 2 3:3 2 2:2 2 3:3 2 4.3 2 313 2 4.3 2 3 3 2 3; 3 2 4.3 2 4:4 2 3.3 2 4 3 2 4.4 2 3:3 2 5 3 A,B,M , 2_ 111 . 2_ 111 2_ 111 2 212 2 2.2 2 2:2 2 2:3 2 2:2 2 3:3 2 3:3 2 2.2 2 33 2 4.3 2 3; 3 2 4:3 2 33 2 3;3 2 43 2 4.4 2 33 2 4;3 2 4:4 2 3,3 2 5 3 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 1 2 1 2 111 2 111 2 212 2 2 2 2 212 2 3,3 2 2 `. 2 2 3 3 2 3:4 2 2.3 2 3; 3 2 4;4 2 3 3 2 4:3 2 4:4 2 3.3 2 4:3 2 4.4 2 3-3 2 413 2 4.4 2 3 3 2 5'4 ABM 111 2 111 2 111 2 212 2 2 2:2 _2_ 212 2 313 2 2:2 2 3 3 2 3•4 2 2;3 2 3:3 2 4:4 2 3 3 2 4 3 2 4 :4 2 3 3 2 4 3 2 .61 2 3 3 2 4 3 2 4 4 2 3 ;3 2 514 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H, I, J, K, L 2 ;1.11 1 2 2 1T1 2 214 2 2 2 2 2 2 2;2 2 3 3 2 3 4 2 33 2 313 3 4; 4 2 3' 3 2 4 4 2 4 4 2 3 3 2 4; 4 3 ‘6I 2 4 3 2 5' 4 3 4,4 2 4:3 2 5;4 1 1 2 2 3 3 A,B M 2 2 2 2 2 2 : 2 2 2 2 2 3 , 3 2 3 4 2 3 3 2 3 3 3 4 4 2 3 3 2 4 4 2 4 ; 4 2 3 3 2 4;4 3 44 2 4.3 2 5;4 3 4.4 2 4`3 2 54 1 1 1 111 111 212 21 3 3 2 2 53.125 PSF 41 67 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 212 2 2,2 2 3 313 2 3 3 2 3'3 3 4'4 2 3;3 3 4 4 3 4 4 2 33 3. 4:4 3 4:4 2 3:3 3 44 3 5 :5 2 4'3 3 5 4 3 5:5 2 4 3 3 5:4 1 1 1 1 1 1 2 2 A,B,M 2 ri 1 1 1 2 2 2 2 2 : 2 2 212 3 313 2 3 3 2 313 3 4:4.3:3 2 3 414 3 4; 4 2 3:3 3 4: 4 3 414 2 313 2 4 4 3 5:4 2 4 3 3 5; 4 3 514 2 4 3 3 5;4 111 1 1 1 2 2 Reload By: F.K Rend Br F.K Daft 11/13106 Aft 1/24/06 RealMOns B REVISE ANCHORAGE TABLEAND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. Revrebner A NO CHANGE 77115 SHEET Dram Br F.K Detre 7%29/05 J.J. Daher 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" 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 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH TH QUANTITY OF ANCHORS SHOWN INS BOW. OTHERWISE, THE'. MAXIMUM DESIGN •• • PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS •••• • • AVAILABLE. • ....' • • •• • • • • • •• • A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • • •• •• • • • • • • • • • • •• • •••• • • •••• • •••• • • •••• • •• • • • •••• • • ••• • ••• • ••• •• • ••• • ••• • (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 :2 I ANCHORAGE SPACING, STANDARD VIEW TBr ALUM. SINGLE HUNG WINDOW, IMPACT BeddM"dat SH700 NTS Blast 9 a 11 &rang Na 4040-20 Robert L. Clark, P.E. PE 939712 Structural • •• • • •` • • •• • •• • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: ------"0 ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28211 33.754 39.296 44.839 50.382 55.925 N0 5 0 IC``a�c 0 0 0 0 1. 88Nzge- 'y 0 0 v gNON6O' 0 ❑ 5 0 0 0 66cl2Nozr' 0 ❑ 5 0 0 0 zOcc 0 ❑ :}°NZOrZONONOrONONO'— 5 0 0 0 0 ❑ 5 0 0 0 0 ❑ 5 0 0 0 ONONO'O 0 ❑ y 0 0 0 0 WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24 000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1. 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32 000 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 PSF 79 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4. 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L. 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 78 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPES '0 c9 O N WINDOW WIDTH 0 Z 0 U e z U co 9N 9 0 O 0 z 0 0 ch O 9 0 O 0 0 z 0 0 O 9 Q 0 O 0 0 0 0 0 O 9 Q 0 N6 0 0 z0 0 0 ( 9 0 N Z 0 0 0 0 CI O N 0 z 0 U r z U 0 O 9 7 0 O 0 0 z 0 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 1 2 2 2 2 3 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 1 1 2 2 2 1 2 31213 31213 3 1 3 1 3 3 1 3 1 3 4 1 3 1 3 41314 40.000 74 2 1 2 1 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 4 1 3 1 3 41314 41314 44.000 68 78 2 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 4 51314 51314 48.000 63 72 79 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 41314 53.125 73 58 66 72 51314 51314 2 2 1 2 2 2 3 313 41314 41314 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 Data: Reaisioner Maid Ety: FC pew 11/13/06 aar•llir B REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. mar Dear 1/24/06 litwIslarar A NO CHANGE THIS SHEET Dawm By; F.K Dater 7/29/05 awaked By: J.J. 2/3/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Via* Beteer ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 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. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY•OF#INCHORS SHOWN IN BOLD. OTHERWISE, MAINIUM DESIeI•• :• PRESSURE FOR THE • •• . • • • • RESPECTIVE SIZE AND 06.0 ••••�• GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 A TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT BarwMadat SH700 alga NTS MOW 10 a+ 11 4040 -20 112 2 • ••.• • 0000 • • •• •• • • • • • • • • • • e• • • • • • 6000 • •.•• • •6.. • • •000 • •. • • • 0000 • • 00000 • • • 6••.P 600•:0 • • • • • PRODUCT REVISED as comma with it Plod Raiding Code Acceptance No E . ,: ratkm B Ro rt L. Clark, P.E. PE #39712 Structural • EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) A CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 1 • .% 1 3/8" MIN., 1/4" TAPCONA • •• 1.3/4" MIN., 1/4" CRETE -FLEX . ■■•■•••=_,!= 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" 1/4" MAX. SHIM --" -I I MIN. • Rayed By: Thaw - ;;c:�(n� �• ar 1414 ilillttY�lr17 ?A7► �IIIII�V�! �en ■,un!r inunnuuu 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 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A 1 3/8" 1/4" MAX. SHIM 1 3/8" MIN. 'posy lird1 ® 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 1 3/4 ". 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 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 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. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME.IIdi'O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQVIREIjENTS Mere CURRY EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). • • • •• • ••• •• • ••••• WOOD ANCHOR, •••••• • •• FH BELOW MEETING •••••• • ;..... RAIL. (SEE NOTE 2 & 3) •••• • • • • •••• •••• • • • •••• •••. • • • • •• •• 2x WOOD BUCK (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. —.- SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE Revad Br Dew F.K 11/13/06 Rawl Br De* F.K 1/24/06 Diem By pew F.K 9/1/05 Manx B ADD INTEGRAL FRNANCHORAGE UPDATE &r REORDER NOTE.' 1070 TECHNOLOGY DRIVE ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. NOKOMIS, FL 34275 A ADD NOTE 8 RE FLAT HEAD ANCHORS. rheakadB$ Date: J.J. 2/23/07 P.O. BOX 1529 NOKOMIS, FL 34274 DETAIL G, (SILL) ANCHORAGE DETAILS 1/4" MAX. SHIM WOOD FRAME •••••• • • • • • ••••• • • • • • • • • •••• •▪ ••• • •••• • • • •• • • • • •••• PRODUCT REVISED se esetpkdes with die tlidli Belding Code Ns Eapiree IrlJt1 r ... Dade !beaded .b4 Zci1 ALUM. SINGLE HUNG WINDOW, IMPACT L. Clark, P.E. PE 939712 Strutural