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WS-07-2423t: roe Te\ 7<■;•414 , Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 04/02/2008 Inspector: Grande, Claudio Owner: SANDUSKY, VINCENT Job Address: 1025 98 Street NE Miami Shores, FL 33138-2505 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement CL Block: Phone Number Parcel Number 1132050320040 Lot: Building Department Comments Tuesday, April 1, 2008 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Tuesday, April 1, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): gl DEC 0 3 2007 IN B Y:. Permit No. NS� o�4� Master Permit No. Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) One-6n/ <fajta fry Phone # Owner's Address 1293 )v 93 'E 9, °T�' TN7 toe City ) dm; Or State ri Tenant/Lessee Name /Y/19 Roofing 30S 9�6 �3 0 9 zip 3 3 ) 3 Phone # Job Address (where the work is being done) NE jd � d Ti- eel— Zip 33/.3 cr City Miami Shores Village County Miami -Dade FOLIO / PARCEL # // — 3 Z 0,5-- 03 2 - 0042 Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 1-6Arb OLogAr Phone # City Qualifier Name State Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Aso Value of Work For this Permit $ Type of Work: []Addition ['Alteration Describe Work: Re ; /dam e� / Dade Square / Linear Footage Of Work: []New ld,�., Repair/Replace ❑ Demolition /! h •rlo T d, F/ / ecv ;Tr' rrjd re wJ ii eK Jcr)ri No e; 74. * * * *, * * * * ** * * *** * ** *** * *** *** ** * * * ** *Fees * * * * * * * ** Submittal Fee $ Permit Fee $ ,� 76 �= Notary $ Trainin ducation Fee $ 500 Scanning $ I6.'C .. �a ado'€,$ Bond $ Code Enforceme Structural Review. F'R 6 r i s eK SKr S VILLAGE DPBR $ ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $1 S'c CO /CC Technology Fee $ 6' 1 Zoning $ Double Fee $ 2� 38 Total Fee Now Due $ .514:75 See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AMR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy, of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this , 7 The foregoing ins + ,sent was acknowledged before me this day of , 200 7, by 1®/t/ 3-..S u5 ()f, day of , ' by who is personally known to me or who has produced who is personally known to m - r who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign Contractor Sign: Print: My Commission * * * * * * * * * * * * ** •'P My Commission Expires Jul 7, 2009 �a4 Commission # DO 442372 of �� °s` *(1114$ EM4124 APPLICATION APPROVED BY: (Revised 02/08/06) as identification d who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ************************************************************ Plans Examiner Engineer Zoning nra MIN nor Min rrw nrw MOM NMI rrs IMMO 1 MIN rrw mormoot IMMO Ce This Instrw ent Prepared�B,y: i Name Vi J t(, of Address 2 3 �L .-. 'J p) Permit No � STATE OF ,� /fyy--I PA COUNTY OF M 1 140•41, PI. 33/3 d- NOTICE OF COMMENCEMENT Tax Folio No. %I "3z a:QS204 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description property: (legal description of rap rt and street ad ess if vailable) 5' 53 �_i hint AI ) drii 17 3 & %' 7l' L 6T 25 iota /VE- yj& f Treer 2. General description of improvement: „ nep/ - ex�.p q Windt Q a nff oroo�PY WITh Pail i mpaeTre AI r`crlind®lif 1Lic ood 3. Owner information ` a. Name and address: OnC2nr-Tadd(Adl –y ) )293 Air Q6 -4'T,7 /ii i f'hrrre) PL 3 3 l.?d' b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. ,n 1 a. Name and address: j/ /heen -7- r, Sdelurfry ) Z, Q.3 j ' 9,6- pf �„),„, b. Phone number. 3 N., �` �30 J 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: 7. Parsons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sig ure o1//4.17(141- Ot4n� ss Authorized Officer/Director Partner /Manager � Signatory's Title/Office .Th " e foregoing instrument was acknowledged before me this .7 day of (//NCLfJi S/MciSk. Y (name of person as authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom instrument was executed). 1o�Y "�o , BETH ASHLEY `:' Notary Public - State of Florida e My Commission Expires Jul 7, 2009 Commission # DO 442372 -itoF fk. Bonded By National Notary Assn. (type of name of party on Signature of Notary Public – State Print, Type, or Stamp Commissi• ed = me of Notary Public Commission Number ' Personally Known ' ‹ Produced Identification Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true to the best of my knowledge and belief. ett// ra4 Sign of Natu Pe on S,er ng Above Date: Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- (97Z11 / Job Name: tV 3 Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors ciriRgiggrAfWagtor Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. Claudio Grande CBO 305- 795 -2204 0-1 iU Ocom ck?1,1ifliv(i:)/171.4,L3 Yr' I ) d LU ilt Miami Shores Building Department Product A • • royal Schedule / Corn 0 solo Desert tlou orwindow or ;•ror'uVon arison Chart Address: io.25aE 99s7. F/o33/di Permit No 0 Product A 2® Je' 7?/® /i.Qlo ter/ 6,4 At) dl�i n do K) C4J )(00f,"1`.-A49 06 04106'. 06 06 -pear. 06 06 _42 V oS; 06 631 „7a S%36, 55',0 7E .7s.o 76,0 S'f 7-2 3934 0S--//2f.1/ oS= / /2y'. // 5y, 7.2 3/, 36 /06 3g 341 45'- 1/24. /1 53.80 58.93 O 065' -10 a.O / .3"%3 6 3-3412 6/.e es-/e/1.0/ 9e.a _9o,D s3j, 7a ad?' 52/, Of - 080, pz 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 Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR-710 Aluminum Horizontal Roller Window LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Canon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildivacodeonline.com 5.614426. NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITfED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4$5$ and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada,Y.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) 4111111► Jaime D. n, P.E. C66e4 Product Control Division NOA No 060403.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 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 (AID). 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 MU (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 AM 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: 1"x Std. Wall - Aluminum Tube Clipped Mullion L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" SW. Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04. 0528.04 and, consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. DRAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FI AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com co o' NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: KVIDENCE SUBMIlTEp A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by POT Industries, dated 04/28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 34" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fft -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. " Submitted under NOA# 04- 0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC- 2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. tj;: J P.L. Chief, Product Control Dion NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SjJBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04-0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23 /06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04-0528.04, issued to PGT Industries for 1" x Std. Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 J D. Gascon, .E. Chief, Product Control Divgdon NOA No 06.0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 MIAMI•0 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) La Finestra 7620 N.W. 25 Street, Unit 6 Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EKU -53" Outswing Aluminum French Door — L.M.L APPROVAL DOCUMENT: Drawing No. FIN- B16/05, titled "Series EKU -53 Aluminum Outswing Entrance Door", sheets 1 through 6 of 6, dated 05/08/05, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 and supersedes NOA # 05-0203.03 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) 375 -2908 www.buildiaacodeonline.cont NOA No 05- 0725.02 Expiration Date: February 27, 2008 Approval Date: April 6, 2006 Page 1 La Flinestra NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FIN-B16/05, titled "Series EKU -53 Aluminum Outswing Entrance Door", sheets 1 through 6 of 6, dated 05/08/05, prepared by Bromley -Cook Engineering, Inc , signed and sealed by William D Cook, 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an outswing wood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL -3881, dated August 23, 2004, witnessed by Edmundo Largaespada, P.E. "Submitted under NOA# 05-1203.03" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Out- Swinging Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4531, dated June 1, 2005, witnessed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis complying with FBC- 2004, dated 01/10/06, prepared by Bromley -Cook Engineering, Inc , signed and sealed by William D. Cook, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for their ` Saflex /Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 2. Notice of Acceptance No. 03- 1223.04 issued to Surface Specialties, Inc. for their "Uvekol — a I .aminate Glass Component" dated 02/05/04, expiring on 02/08/09. E.1 Mandel Pe - ' Product Control NOA No I �` Expiration Date: February 27, 2008 Approval Date: April 6, 2016 La Finestra NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated January 10, 2006, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated January 10, 2006, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4531, issued by Fenestration Testing Laboratory, Inc., dated July 11, 2005, signed and sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Report No. FTL- 3881, issued by Fenestration Testing Laboratory, Inc., dated October 18, 2004, signed and sealed by Edmundo Largaespada, P.E. "Submitted under NOA# 05- 0203.03" G. OTHER 1. Notice of Acceptance No. 05- 0203.03, issued to La Finestra for their "Series EKU -53 Outswing Aluminum Entrance Door", approved on 06/23/05 and expiring on 02/27/08. E -2 Manuel Pe - Product Control ,: ix, i a MA No i " 'x.02 Expiration Date: February 27, 2008 Approval Date: April 6, 2006 MLAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 FD -101 Oniswing Aluminum French Door w/ Side - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Deor w/ Sidelites ", sheets 1 through 9 of 9, prepared by PGT Industries, dated. 7 -12 -99 and last revised on 09 -27-06, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 064807.07 Expiration Date: February 13, 21 Approval Date: November08, 2006 Page 1 NOTICE OF ACCEPTANCE: E ENCE SUBMITTED A. DRAWINGS (transferred from file #02- 0927.13) 1. Manufacturer's die drawings and sections. 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27-06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02- 0927.13) Original test conducted. per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFEC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked-up drawings and installation diagram of an aluminum out swinging French door w1 sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file #02- 0927.13) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SPEC, PA 203 -94 5) Water Resistance Test, per PA 202-94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked-up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21-06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1 -14-00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTME- 1300 -02 I SLati , . L-t k 4 b Chanda, P.E. Product Control Examiner NOA No. 06-0897.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 E -1 PGT Industries NOTICE OF ACC PTANCX: EVIDENCE SUBMITTED D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for " Solutia Interlayers ", expiring on 03/04/09. E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12,199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26, 1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02. 0927.13. 2. E -mail correspondences dated May - September 2006 between POT and BCCO. 3. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999 (Note: This series FD-101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 4. Prior related file NOA(s) 02-0927.13, 01- 0417.06 & 98-0506.02. E -2 tia 1 • 1. C», P.E. Product Control Examiner NOA No. 06.0&1707 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 MIAMFty1E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIA I DADE COUNTY. FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SulTiC 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www 1xiHdinaedeonline.00m 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 (Au). This NOA shall not be valid after the expiration date stated glow. The Nliami-Dade County Product Control Division (In Miami Dade County) and/or the AHI (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 ART 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 511-700 Aluminum Single Hung Window - L.MJ APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1/ 24/06, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Mani-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 05- 1015.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 14 P T Industrig NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision A dated 1/24/06, prepared by PGT Industries, 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 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. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 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 I+ TL -4648, dated 08/10/05, signed Report No. 4. Test fined and sealed by Edmundo Largaespada, P.E. 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, t, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 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, perFBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Al �' . Single Hung E -1 .E. Product Contro ; , er NOA No I r 1018.01 Expiration Date: March 23, 2011 Approval Date March 23, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. }TL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 6. 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. F11.- 4649, dated 08/11 /05, signed and sealed by Edmundo Largaespada, P.E. 7. 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 -4646, dated 08/11 /05, signed and sealed by Edmundo Largaespada, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/12105, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98/02 - 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" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03 /04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, 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. Letter from the consultant, dated December 15, 2005, stating that the "F' t • in compliance with the Florida Building Code (FBC). E -2 4 111 4 Dui a Pa.. '.E. Product Control ; $ «�i i er NOA No 05- 018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 liTotet- MIAM} BUILDING CODE COMPLIANCE OFFICE (ECCO) PRODUCT CONTROL DIVISION 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 Pmduet 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 (A131). 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 AID (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 perfoma in the accepted manner, the manufacturer will incur the expense of such testing and the AEI 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 Aluminum Casement Window -L.NLL 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 PGI' Industries, signed and sealed by Lucas A. Turner, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0511.82 and consists of this page 1 and evidence pages E-1, E-2 and B-3, as well as approval document mentioned above. The y : i i tted documentation was reviewed by Herminio F. Gonzalez, P.E«, Director, BCCO• MIAMI DADE COUNTY, FLORIDA METRO-DADS FLAMER BUILDING 140 WEST FLAGLLR STREET, SUITE 1603 MIAMII, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 mminiltliugsgdsgdassam NOA No 05- 112911 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page l NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045-8, titled " Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by POT, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 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 Largespada, 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 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 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. "SubmWed under NOA# 03- 0611.02" E -2 b6,v Hermbdo F. Gonzalez, P.N. Director, Building Code Compliance Office NOA No 05- 112911 Expiration Date: May 22, 2008 Approval Date: Febrnazy 23, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I D 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.B. "Submitted under NOA# 03- 0611.02" Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared. by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to EL DeNemours for "Dupont Butacite ® PVB" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, -dated 12/19/O2, signed and sealed by Robert L. Clark, P.B. 2. Statement letter of no financial interest, dated 12/19 /02, signed pad sealed by Robert L. Clark, P.E. E -2 Heiimi do F. Gonzalez, PE.. , Big Code Compliance Office NOA No 05-1129.11 Expiration Date: May 22, 2008 Approval Data February 23, 2006 CE•E I, EN G. OTHER 1. Notice of Acceptance No. 03- 0611.02, issued to PGT Industries, Series `°640" Aluminum Casement Window, approved on 10/09/03 and expiring on 5/22/08. 2. Letter from the consultant, dated 01/25/06, stating that the product is in compliance with the Florida Building Code (FBC). E -2 Bernd:do F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 4 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W;TH 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" LAM! 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 1k .'MR 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 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" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A.A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 •••• • • • •••• • • • •• • • • 5555.. •••• • • •••• • • S. •• • 5 •• • • • • • •• • .• • • • •••• • • • • 5555 • • • • • •••• • • • •• • •• • • • • • • Ronde Cade ••■ ••• • .. • •• •• •• •• • • ••• • • • •.. • ••• • I•• s • ••• •••• • • • •••• Roved By: Dare: Revisions: Roved By: F.K. Data: 10/17/06 Revisions: 8. CHANGE TO ASTM E 1300 -02 Roved ay: F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drown By: F.K. Date: 2/28/06 Chocked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13G1- Description: GENERAL NOTES Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Model: HR710 Soda NTS Sheet 1 °0. 11 Drawing No. 4127 -10 Rev. 8 Robert L. Clark. P.E. PE #39712 Structural •••• • 1/2" NOM. GLASS BITE I (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 el he 1/2" NOM. GLASS BITE 63,64,65 <71 EXTERIOR INTERIOR [� (ALL SECTIONS) . —•- +- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS yer .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 • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • • •••• • • •••••• • • •• • • • • • •• • •• • • • •••• • •••• • • •••• •• • • • • •• • •• ••• • • • 0000 • • • • •••• • •i••• • • • ••• • • • Approved us ca Y*Ige wIth d� NOAN tom._ Raved By Date: Revtons: Revsd Sy Date: F.K. 10/17/06 Rend By Date: F.K. 5/13/06 Drawn By: Date: F.K. 2/28/06 Revisions: B NO CHANGE THIS SHEET Revisions: A Checked By. J.J. ADD AIR SPACE DIM. TO LAMI IG DETAILS Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Description: GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Model: HR710 Scaler Full Sheet 2 or 11 Drawing No. 4127 -10 Rev: B Robert L. Clark, P.E. PE #39712 Structural • • • • •••• • (XOX 1/4,1/2,1/4) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" 96" 106 3/8" 108" 111" UP TO 111" A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C, I +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 -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 +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 -60.0 -60.0 +60.0 +60.0 +60.0 +60.0 +59.5 -60.0 -60.0 -60.0 -60.0 -59.5 +60.0 +59.1 +55.5 +55.0 +54.0 -60.0 -59.1 -55.5 -55.0 -54.0 +60.0 +56.0 +52.1 +51.7 +50.9 +60.0 -60.0 -56.0 -52.1 -51.7 -50.9 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 113,113,113) DESIGN PRESSURES TABLE 2. PRESSURES i TABLE 3. WINDOW WIDTH • GLASS TYPE WINDOW HEIGHT 26" I 36" I 38 3/8" I 48" I 50 5/8" I 54" I 60" 63" TO 86 7/16" A, B, C, G, H, I A,B,G,H +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 +75.0 -75.0 O(_X AND XXO DESIGN PRESSURES i TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 - 75.00 +75.0 -75.00 +75,0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" _ A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 - 75.00 +75.0 -75.00 -75.00 +75.0 +75.0 -75.00 -75.00 +75.0 +75.0 -75.00 -75.00 +68.6 +74.7 -68.60 -74.70 +63.5 +70.8 -63.50 -70.80 C, I +75.0 -75.00 +75.0 -75.00 +75.0 UP TO 74" D, E, F,J, K, L ,-{ +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI B. 5/16" LAM! C. 5/16" LAMI D. 7/16" LAMI E. 7/16" LAMI - F. 7/16" LAMI - - (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) (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM!- (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI 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 IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (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" LAM!- (3/16 "HS, .090, 3/16 "HS) • ..• •• • ••••.• • ••.... •••• • • •••• •••••• • • •• •• •..... • • • • • • • • • • S. • -.. • • •••• • • ..•••• • • • • • . • • • • •• • •• • • • •••• • •••• • • .••• •• • • • • • •. • • • • • • •••• • • ••••• • • ••••• Revsd By: Date: Revisions: Revsd By F.K. Date: 10/17/06 Revisions: B REVISE DP TABLES TO ASTM E 1300 -02 Raved By: F.K. Drawn By: F.K. Date: 5/13/06 Date: 2128/06 Revisions: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Checked By: Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES Tine: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seriea/Model: HR710 srete: NTS Shoat 3 of 11 Drawing 4127 -10 R B Robert L. Clark, P.E. PE #39712 Structural �•••• • • • • •••.• • 25 1/8" r_ MAX. DLO VENT 49 3/4" MAX. DLO FIXED 0 111" MAX. WIDTH DETAIL B - XOX (1/4 -1/2 -114) 33 9/16" MAX. DLO FIXED 33 9/16" MAX. --� DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES A 56" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 74" MAX. WIDTH DETAIL A - OX OR XO 25 1/8" r_ MAX. DLO VENT 25 1/8" MAX. DLO I FIXED 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • .•. • • • •••• • • •••••• • • •• • • • • • •• • •• • • • •••• • •••• • • •••• •• • • • • •• • • .. ••• • • • ••• • • •• • •••• • • ••• • •:••• ••••• .• • •••• • • • Approved as eologlotswittiONI Revsd By: Date: Revisions: Revsd By. F.K. 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 By: F.K. 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 ELEVATIONS Tine: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Model: HR710 Scale: NTS Sheer 4 of 11 Drawing Ra. 4127 -10 Rev: B Robert L. Clark, P E. PE #39712 Structural • •••• • INTERIOR MAX VENT DLO �-�-- MAX. FIXED DLO MAX. WIDTH MAX. VENT DLO SECTION B -B (HORIZONTAL SECTION - XOX) EXTERIOR MAX. HEIGHT OPTIONAL MAX. VENT DLO INTERIOR MAX. FIXED DLO • • • • • •• • •....• • •••••• •••• • • •.•• •....• • • •• •• •••••• • • • • • • • • • • •• • .•• • • •••• • • •....• • • •• • • • • • • •• . •• • • • •••• • •••• • • •••• •• • • • • •• • MAX. VENT DLO -J EXTERIOR SECTION C -C (VERTICAL SECTION) INTERIOR SECTION A -A (HORIZONTAL SECTION - OX) SEALANT OR GASKET Sp AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) •• oo • • • ••• • • • .••• • •••• • . •.. • ••• •i•••• • • • •••• • • • •.•••• • • Roved By: Dale: Revisions: Revsd By: Date: F.K. 10/17/06 Roved By: Date: F.K. 5/13/06 Drawn By: Date: F.K. 2/28/06 Revisions: B NO CHANGE THIS SHEET Revisions: A Checked By: J.J. NO CHANGE THIS SHEET Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, P.E. PE #39712 Structural ITEM 1 2 3 4 6 7 8 10 DWG# REV DESCRIPTION 4102 A FLANGE FRAME HEAD 4025 SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD 4053 SASH STOP COVER (SASH STOP) 4136 FLANGE FRAME SILL 4137 SILL ADAPTOR 4131 ROLLER TRACK 71298 WEEP HOLE COVER MAT' L 6063 -T6 AL 6063 -T5 AL PGIW 612237 612244 7834AA 6063 -T5 AL 6063 -T6 AL 6063-T6 AL 6063 -T6 AL POLYPROP. 12 1626 13 4002 ADHESIVE OPEN CELL FOAM PAD A FLANGE FRAME JAMB 6063 -T6 AL 64136 64137 64131 71298 7PAD1626 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 78IPQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETING RAIL 6063RD -T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING & GUIDE 42112HD 24 29 226 BRASS ROLLER WHEELS BRASS 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 7BRWHL2 44128N 32 4006 D SA SH M EETING RAIL 6063HS -T6 AL 64006 33 1235 W STP.,.I 70 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CA ST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD 5/16" 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 6063 -T5 AL 64039B 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 It 66 tt 67 It 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, 090 P'JB, 1/8 "A) 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) Raved By ITEM DWG# REVI DESCRIPTION I MAT'L I PGT# 68 GLASS, 13/16" LAM1 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" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A) 70 " 13/16" LAM! 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" AIRSPACE, 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" LAM! 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 • • • • • •• • 5.5.5• • •••• • • •••• • • • •• •• • • • • • • • • • • • •• • • • •••• • • ••SSSS • • •• • • • • • •• • •• • • • •••• • •••• • • •••• •• • • • • •• • .��••• • • • ••• •• •I •I • Away.. 4* casing:0140"ft i > re∎itr ' • i7rz��Ze- Date: Revisions: Revsd By F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd By: F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Drawn By: Date: Checked By: Date: F. K. 2/28/06 J. J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PcT Visibly Better Description: PARTS LIST rme: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sadesdvlodst HR710 Scala: NTS Sheet 6 a 11 Cawing ND 4127 -10 Ran. B Robert L. Clark, P.E. PE #39712 Structural • • • • 55555 • Revsd By: Date: FLANGE FRAME HEAD #4102A, 6063 -T6 1 --•-II --.062 .490 J I ft k- 1.451 -•-� SASH STOP #4025, 6063-T5 062 Lf � 1.349-0-I SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.183 050 " -- .678 1.096 GLAZING BEAD, 5116" #4044B, 6063 -T5 (USED W/ GRILL KIT) FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063 -T6 2.279 .062 -•- 1.081 1.-.-- SASH MTG. RAIL #4006D, 6063HS -T6 [f1j.678 1.096 . , II T GLAZING BEAD 7/16" #4222A, 6063 -T5 .062 1.187 r-- 3.090 FRAME SILL ADAPTER #4137, 6063 -T6 L1.403-►� FIXED MEETING RAIL #4054B, 6063HD -T6 1.349 SASH SIDE RAIL #4126, 6063 -T5 I .050 I .678 1.115 1 s 17 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) b1.513- .040 .738 1.-0- 1.443 -•4 SASH STOP COVER #4053, 6063-T5 1.363 I FLANGE FRAME JAMB #4002A, 6063 -T6 2.784 F.050 1 .678 1.096 I +, I J GLAZING BEAD, 5/16" #4039B, 6063-T5 .062 .683 I 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 .050 • • • •• • 000000 • 000000 ..•• • • •.. • .•.••• • • S. •• • • • • • • • • • • •• • •.. • •••• • • .••••. • • •• • • • • • •• • • •• • • •.•• • •••• •••• S. • • • • .• • • . • o o • • • • • •••• •..• APpYov004;ieteapleag with the, Florida Me 1 Revisions: Raved By: Date: F.K. 10/17/06 Raved By: Date: F.K. 5/13/06 Drawn By Date: F.K. 2/28/06 Revts, B NO CHANGE THIS SHEET Revisions: A NO CHANGE THIS SHEET Checked By. Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 T DesatAtlorc EXTRUSIONS Tine: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 scare Half Sheet: 7 at 11 Dmw/ng 4127 -10 Rev: B 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" - (1/8" A,.090, 1/8" A) B. 5/16' LAMI - (1 /8'' A,.090, 1/8" HS) C. 5/16 LAMI - (1/8" HS,.090, 1/8 HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16•" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 118" A) H. 13/16" LAMI IG - 118" OR 3/16" A, 5/16" OR 3/8" 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, 118" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3116" 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 Q DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X GLASS TYPE ANCHOR TYPE & SUBSTRATE A,B,C,G,H,I D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL co < HEAD & SILL co < HEAD & SILL cn 2 5) HEAD & SILL m HEAD & SILL m HEAD & SILL m LAMI 2 ' 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 +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 60.000x 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 +2 +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 +2 +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 +2 +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 +2 +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 +2 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 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 Q 1 +C3 +4 +C3 +1 13 •••• • •••• • • • • • ••. • :•••.. • .�,... • • •••••• • • •••• • • • • • • .•••• • •••• •••••• • • • • • • • .... • • • • •••••• • •. •••• • • • •'• •• • • • • • • • • •• • 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 HEAD AND SILL ANCHOR QUANTITY. 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 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 +C! +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 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 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2+2 +C2 +1 3 1 +C3 +2 +C3 +1 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 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 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +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 1 +C2 +2 +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 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C3 +2 +C3 +1 1 +C3 +2 +C3 +1 3 3 1 I 25 3/4" max . 1+-3" MIN. t I Approved acs cow** witty Oki Florida '' ..' : Dots I snS0 „,, .. >By t =-- ; i. _ 9" REF. �-------..__,;. X I t t t tbt O t X_ 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 - 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, EXAMPLE TYP.- 0 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 CLUSTER WI QTY. OF (3) ANCHORS 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1+G4+3+C4+1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2+1 3 1 +C4 +3 +C4 +1 3 1 +C:4 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 25 3/4" MAX. 111.000 x 38.375 48.000 50.625 54.000 60.000 1 +C2 +3+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 -•- -4-1 112" TYP. I-.•--3" MIN.. 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 ,/c' 2Y obert L. Clark, P.E. PE #39712 Structural 9" REF. X 1 t 1 1 1111 O t--- X •- ____-- 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 +C3 +3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 j __.-J-_ -- 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. 0 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 63.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C5+4 +C5 +1 3 Revsd By Dare: Bartel ts: p : ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) s Raved By: F.K. Date: 10/17/06 Revisions 8 1070 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rte' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT tiered By: F.K. Drawn By F.K. Date: 5/13/06 Date: 2/28/06 Revisions: A Checked By- J.J. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Dale: 3/23/06 Visibly Better Se les Cadet HR710 Scales NTS Sheet: 8 a 11 sawing Mo. 4127 -10 Rev: B •••• • •• •••• • •••• • ••• • • ••• •••• • • • ••••• • ••••• • ANCHOR QUANTITIES, XOX (1/3- 113 -1/3) WINDOWS TABLE 5 NOTES: • 1. ANCHOR TYPES: 0 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) E. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAM! - (3116" A,.090, 3116" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -118" 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, 5116" OR 3/8" SPACE, 5116" LAMI - (118" 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 - (1I8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 118" OR 3116" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" HS) L. 13/16" LAMI IG -118" 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 A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" 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 ?Si GLASS TYPE A,B,G,H C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL co 2 < HEAD & SILL 2 g 4 HEAD & SILL C/a) g 4 HEAD & SILL 2 2 52 HEAD & SILL to 2 ' HEAD & SILL Cl) 2 < 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 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+ i +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 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 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +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 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 ••.� • • ' • ••• • • •••• : • • •••••• • • • ••�••• •• • • ••s•• • • • •, ••••• • • • •••••• • • • • • • • • .•• •• " • • • • •••• • • • ••••• • • • •• • •• • • •• •• • 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 -�- 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 1 HEAD AND SILL ANCHOR QUANTITIES 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 +C3+1 +C3 +1 3 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. i( -*--3° MIN. 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 A CLUSTER ON ANCHOR PLUS (9) (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 +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 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2+1 +C2+1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 + •I 25 3/4" -- .- �°"� �0 lying Maas '"' `. . Dais 24 PI NOAH �'!'�. :.: Nand Ar►i D% J 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" REF. 1 111 , X l 1i1 o 1 x 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 +02 +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. RAIL, EXAMPLE TYP.- CLUSTER A WI 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 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3' 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C3+1 +C3 +1 1 +C3 +1 +C3 +1 3 3 (SHOWN IN TABLE KEY ABOVE) MAX. 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 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 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 1 1 /2 "TYP. I--.-3" MIN. 86.437x 38.375 48.000 50.625 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 /ff Robert L. Clark, R E PE #39712 Structural 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" REF. X O x 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, 54.000 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 0 OF (4) ANCHORS 60.000 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 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL, TYP. 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 EXAMPLE CLUSTER WI QTY. Rend By: Date: Revisions: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O, BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) RevsdBy: F.K. Date: 10/17/06 Revisions: 8 REVISE ANCHORAGE FORMAT, HEAD B SILL CLUSTERS Title: ALUM. HORIZONTAL ROLLER WINDOW IMPACT Raved By: F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Drav F.K. .K. Date: 2/28/06 Checked J.J. .,/, Date: 3/23/06 Visibly Better met' HR710 Mme` NTS 9 of 11 Da"RO' 4127 -10 Rev: B •••• • • • •••• • •••• • ••• • • ••• ••••- • • ••••• • ••••• • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 GLASS TYPES ANCHOR TYPE > & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H o f win =ori JAMBS o _J w� =ea JAMBS o f w� = 06 JAMBS o f wco =ea JAMBS I 0 J w- =06 JAMBS I t] J w, =cei m -, 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2. 1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1'52 +1 2 +1 3 1 +02 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +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 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1+C2+1 3 1 +C2 +1 3 1 +02+1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 +C3 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+ - 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 `' 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +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 1 +C3 +1 3 1 +C3 +1 3 1+C3+1 3 1 +C3 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 2 +02 +2 2 1 +02 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 2 +C2 +2 3 2 1 +C3 +1 1 +C2 +1 3 2 2 +C4 +2 2 +C2 +2 3 2 66.000 x 38.375 48.000 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 50.625 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +02 +1 3 2 +C3 +2 3 54.000 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3+ 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3+•1 3 +C4 +2 3 63.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C 3 2 +C4 +2 3 74.000 x 38.375 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 +C2 +2 2 2 +C2 +2 2 48.000 2 +C3 +2 3 2 +02 +2 3 2 +C3 +2 3 + 3 +2 3 2 +C2 +2 3 2 +C3 +2 3 50.625 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +03 +2 3 2 +C2 +2 3 2 +C3 +2 3 54.000 2 +03 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 63.000 2 +C3 +2 3 1 +03 +1 3 2 +04 +2 3 2 +C4 +2 4 2 +03+2 3 2 +0,4 +2 3 Date: Revisions: Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Rand By: F.K. Drawn By: F.K. Date: 5/13/06 Date: 2/28/06 Revisions: A Checked By: J.J. ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1 /4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI- (3/16" A,.090, 3/16" HS) F. 7/16" LAMI- (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI 1G - 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, 5/16" 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 1G - 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) - (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) - (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: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY: O X 2 +C3 +2 f 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) I I 18 3/4" MAX. --� I -4--3" MIN. 9" REF. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF - 18 3/4" MAX. 1 1/2" TYP. - • I [-a-3" MIN. I- .� MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • • • •• • •..... • ••5.5• •••• • • •.5• •....• • • •• •• •••5•. • • • • • • • • • • • s• • •••• • • •••• • • •...55 • • •• • • • • • • •• • •• • • • •••• • •55• • • •••• •• • • • • •• • 5. •, • • • • • 5 Visibly Better Description: ANCHORAGE SPACING, OX AND XO WINDOWS Tine: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Model: HR710 Scare: NTS Sheer 10 er 11 4127 -10 V: B obert L. Clark, P.E. PE #39712 Structural •••• • • • •..• • •5•• • 55.5 • • •••• 5555• • • 5••55 • •.... • 3KSI CONC. 1x WOOD BUC (SEE NOTE 3) 3KSI CONC. CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) v . • 1 3/8t MIN. 1/4" MAX. SHIM DETAIL A 2x WOOD BUCK (SEE NOTE 3) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) TYPICAL HEAD SECTIONS <=1 EXTERIOR INTERIOR (HEAD & SILL DETAILS) A CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX. • ,ds • 1 3/8 MIN. B• . • a • d DETAIL C 2x WOOD BUCK (SEE NOTE 3) DETAIL B NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY A APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX. 1 3/8" MIN..A A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM +MAX. 1 3/8" MIN. A • • a . • • • • Aa a •a. da '' • a .. • • < • : A •d • TYPICAL SILL SECTIONS DETAIL D A A • DETAIL E 1/4" MAX. SHIM—'- -1 CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8 -10) bd• t tttt,'t1i,tittl'dk'1,G44.FK 2x WOOD BUCK NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR k3' 1 1/4" MIN. (1.5KSI CMU) OR 1 3/8" MIN. (3KSI CONCRETE) DETAIL F lx WOOD BUCK (SEE NOTE 3) TYPICAL JAMB SECTIONS • • • • • •• • OOOOOO • ••.••• •.•• • • • • • • •• •••• •••• • •••• • • • • •• • • • •• •• •••••• • • • ••••• • •••• • •• • • • •••• • • • • • • •• • •• • • • • •• • • • • • •••• • • • OOOO • •.••• • • • . 0000 • • •••. ••••• • • • 0••••• • • •••••• • • yyJj atswiltllit Ii Revsd By: Date: Revisions: Revsd By F.K. Date: 10/17/06 Revisions: B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Revsd By: F.K. Date: 5/13/06 Revisions: A ADD NOTE 5. Drawn By: F.K. 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 Visibly Better Description: ANCHORAGE DETAILS Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Modal: HR710 Sheer 11 of 11 Drawing Pio. 4127 -10 Rev: B /r Robert L. Clark, P.E. PE #39712 Structural A 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 x o GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 0 F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 0 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 Cc G x 3 0 x 0 O x O UNEQUAL LITES x 0 UNEQUAL LITES 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. 0 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 i.44 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR -44-1 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. a7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. reirf =Vine A �� }- str% ankh* • • • • • I. • ••••.• • .•.e.• •••• • • •••• •••••• • • •• •• •..... • • • • • • • • • • .• • • • • •• • • •••• • • • • •. • •'. • • .. • •• • • • •••• • •.•. • • • •... •• • • .• •...'. •' • • • • •• S. • ••' •.. • •• ••,••. • • •• •. • • • Revel By: Date: F.K. 3/25/03 Raved By Date: F.K 7/10/03 Revad By Date: F.K. 6/23/05 Drawn By Data: F.K. 12/17/02 Revhsions: B ADD 13/16` I.G. & MOVE GLAZING DETAILS TO SHEET2 Revisions: C NO CHANGE THIS SHEET Revisk D ADD 76 "HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTES AND TABLE OF CONTENTS rma; ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better sariesntaodae CA -740 Scar NTS Shy 1 at 13 Drawing Na. 7045-8 Lucas A. Turner, P.E. PE #58201 Mechanical A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .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 13/16" 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 GLASS .65" NOM. GLASS BITE uL 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13 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 t .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL =NISIMMI lb/ lied& • • • • • •• • • •.5... •••• • • • • •••• 5555.. • • S. •• •••• • • •••• • • • • S. • • • • • • • • • • • •• • • •. • S. •. • •••• • • .•• • • •••• •• . • • • S. • • • 3 • .••• • ••• • • • •. • •.•. • • • • •5 • Raved By: Date: F.K. 3/25/03 Raved By: Date: F.K 7/10/03 Raysd Br Date: F.K. 6/23/05 Drewn Br Dais: F.K. 03/25/03 Revisions: B REDRAW GLAZING DETAILS & ADD 13/16" LG. Revisions: C NO CHANGE THIS SHEET Revisions: D Checked 8T ADD 13/16" LAM! LG. WI 7 /161AMI & CORRECT 5/16" LAM! DETAIL Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT Visibly Better Descriptlan: GLAZING DETAILS flue: ALUMINUM CASEMENT WINDOW, IMPACT dadFdodet CA -745 Scam: NTS Sheet 2 or 13 Drawing No. 7045 -8 Rev: Lucas k Turner, P.E. PE #58201 Mechanical • •.• • CENTERLINE ANCHOR 1 1/2" LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX. --- 11 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -- DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING tTh 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. 4" MAX. 30" MAX. DAYLIGHT -- OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING .-I " 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION <7 / / X \ \ / > \ X / SEE MEETING RAIkDETAIL P. (2) - 69" DAYLIGHT = OPENING - MAX. 76 "P HEI( `� \ / .-I " 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. a 60" MAX. FIXED I 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) A AX. HT 1..1041174. IMMO' timid* vo Revsd By: F.K. Date: 3/25/03 R,Nskuts: B CHANGE SHEET NO. REFERENCES Revsd By: F.K. Date: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Revsd By: F.K. Dtnwn By F.K. Dabs: 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. BOX 1529 NOKOMIS, FL 34274 PcT V& &8 "XX" & "XOX" ELEVATIONS 'Ras: ALUMINUM CASEMENT WINDOW, IMPACT yak CA -740 Scale: NTS Sheet 3 at 93 Drawing Na. 7045 -8 • • • • • •• • • • •••• • •••• • • •• •• • •• • •••• • • • • • • ••.. S. • • ..... •••• • • •••• • • • • • • • • . • •• • •• • • . •••• • • • • • • • • • • • • • •• • 11/?- ,(05- Lucas A. Turner, P.E. PE #58201 Mechanical <7 / > \ I- X A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. a 60" MAX. FIXED I 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) A AX. HT 1..1041174. IMMO' timid* vo Revsd By: F.K. Date: 3/25/03 R,Nskuts: B CHANGE SHEET NO. REFERENCES Revsd By: F.K. Date: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Revsd By: F.K. Dtnwn By F.K. Dabs: 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. BOX 1529 NOKOMIS, FL 34274 PcT V& &8 "XX" & "XOX" ELEVATIONS 'Ras: ALUMINUM CASEMENT WINDOW, IMPACT yak CA -740 Scale: NTS Sheet 3 at 93 Drawing Na. 7045 -8 • • • • • •• • • • •••• • •••• • • •• •• • •• • •••• • • • • • • ••.. S. • • ..... •••• • • •••• • • • • • • • • . • •• • •• • • . •••• • • • • • • • • • • • • • •• • 11/?- ,(05- 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. O.C. -- 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING / L___ T \ 4" MAX. / I 4" MAX. - - a 69" MAX. DAYLIGHT = OPENING 76" MAX. HEIGHT I 141 /2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL --\> SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) -60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. — O.C. 4" MAX. 4" MAX. 30" MAX. 53" MAX. DAYLIGHT �`j DAYLIGHT OPENING OPENING I A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT O - 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION \ , / I Y / / X - \ O _ 69 "M DAYLIGHT = OPENING - A 76" HER 1-* r X 2 - I 13" MAX. O.C. A MAX. GHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) -*- 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) PRODUCT WNW an geniPilba Ida tic Bead* esdh Assiptlate — L Z' • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••• • • •••• • • • • S. • • • • • •• • •• • • • •••• • •••• • • ••.• S. • • • • •• Raved By F.K. Date: 3/25/03 RevLsfon B CHANGE SHEET NO. REFERENCES Roved 8y F.K. Date: 6/23/05 Revisions: C ADD HINGE DETAIL & HINGE LOCATION NOTES Roved By: F.IG Date: 7/10/03 Revisions: D CHANGE MAX. HE TO 76° AND MAX. DLO TO 69° Drawn 8$ F.K. Date: 12/17/02 Checked By. F.K. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 V,t "X"; "0", "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Series/Model; CA-740 Saab: NTS Sheet 4 of 13 Drawing No. 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 WIDTH 19 1/8 24 A B,E A NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -90.0 POS 70.0. 70.0 70.0 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 NEG -90.0 - 90.0 - 90.0 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -89.6 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -86.3 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -84.2 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -83.2 POS 70.0 70.0 70.0 NEG -90.0 -90.0 -81.7 POS 70.0 70.0 70.0 26 1/2 30 32 34 36 37 B,E A B,E A B,E A B,E A B,E A B,E A B,E -90.0 70.0 -90.0 70.0 -90.0 ,70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 -90.0 70.0 -90.0 70:0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -70.4 70.0 -60.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 -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 -90.0 70.0 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 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 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 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 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 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 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 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 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 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 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 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 - 66.2 66.2 -65.0 65.0 -63.7 63.7 -90.0 70.0 -90.0 70.0 -90.0 70.0 -51.3 51.3 -49.8 49.8 -48.3 48.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -45.6 45.6 -43.9 43.9 -42.2 42.2 -90.0 70.0 -87.8 70.01-84.4 70.0 TABLE 2. "X " WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3 /16 "HS) ALL "X" SIZES UP TO 3T' WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH I -90.0170.0 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 TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X "=8111:116:114.11 ►,- IL .t • • • • • •• • ... • • •••• • • • .a•.•. • • • • •«•••• • ••.• • • • • • • • • • •••. • • •• ••••.• • •• • • • • • •• •• •••• • • • • • •••• • • • • •••• • • • •• • •• • • • • • Raved By. Date: F.K. 3/25/03 Revsd By: Date: F.K. 7/10/03 Raved By. Date: F.K. 6/23/05 Drawn By: Date: F.K. 12/17/02 Revision& B ADD GLASS TYPE E TO TABLES 1 & 4 Revisions: C NO CHANGE THIS SHEET Revisions: D Checked By. REVISE ANCHORS & ADD 76' HEIGHT OPTION Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 sue: NTS Sheet 5 or 13 Drawing No. 7045 -8 • • i • • i • ••v•• • • •• • ••t••• • • •• ••• • • Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 •A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531 /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 - 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 -46.4 46.4 -43.5 43.5 -41.1 41:1 -38.6 38.6 X X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX SIZES UP TO 74" WIDE x 63" HIGH -90.0 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH I -55.01 55.0 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. •••• • • • • • •• • • • • • • •••• •• • • • • • • •••• • •• • • •• •• • •• • • • • • • • • •••• • • • • •••• • • • •• • •• • • • • • ■•••• •� • • • • •••• • • • • ••• •••• • • • • •• • Raved By. Date: Revisions: Raved By: Revisions: eyed By: F.K. Drawn By. F.K. Date: 6/23/05 Data: 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 P T Visibly Better Desaiptink PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Series/Model: CA -740 Scale: NTS Sheet 6 or 13 Drawing No. 7045-8 riv-Z Lucas A. Turner, P.E. PE #58201 Mechanical • •••• • COMPARATIVE ANALYSIS TABLE 6. "On & "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" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3J16 "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 "O" "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 - -55.0 55.0 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 70.0 -- -55.0 55.0 -55.0 55.0 B,E MI -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 -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 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 70.0 - B,E 11331 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - • 0.0 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 39 1/2 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 - s r r - 9 0 .70.0 70.0 s r r 70.0 -90.0 70.0 -90.0 70.0 -90 .0 70.0 -90.0 70.0 - 9 0 . 0 70.0 srr 70.0 70.0 70.0 ��-55.0 - 55.0 -' - 55.0 55.0 42 A -75.0 70.0 -75.0 7.0 -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 -75.0 •+ r r srr r r srr r r srr r r srr r r ar r r r srr r r •r r r r r r ®7.0 ®© r - 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 7 .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 -900 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 r ± _ 69.2 -55.0 55.0 - -55.0 55.0 r - 48 96 A -75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 - 48.6 48.6 - 45.3 45.3 -42.5 42.5 MIS -38.4 38.4 70.0 WI B,E ® -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 157±1M 0 -75 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 - 80.9.700 -75.0 UM i -70.7 70.0 -67.3 67.3 -64.1 ; MO 55.0 - 55.0 55.0 -53.2 53.2 501/2 101 •r •� 43.5 -41.3 41.3 1-F1513112 M1- 37.1 r rr r rr 70.0 -75.0 rr � rr � rr ! ry r rr , r 70.0 rr C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 miEja -75.7 70.0 -70.3 70.0 -66.x. • •] - 63.5 63.5 -60 .5 60.5 -55.0 55.0 lEn _ • - 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 - 46.1 46.1 - 44.2 44.2 - 42.2 , , y -40.1 40.1 - 38.0 38.0 - 36.2 36.2 � r r • r r r r r r • r r r srr r r r r � r r � r r 61F:IH 6 : r r : r r --_ -52.8 52.8 - 48.4 48.4 -_ - 45.2 45.2 54 108 s 70.0 r 70.0 70.0 ®i r ®i r r 70.0 70.0 70.0 70.0 70.0 70.0 C,F -90.0 7.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 7.0 -75.0 700 -70.1 70.0 - 65.4 65.4 -61.8 61.8 -59.1 59.1 -56.4 56.4 551/2 111 -40.8 r 70.0 -75.0 70.0 -75.0 709 -75.0 70.0 -75.0 rr�t3TJ 70.0 -75.0 rr r 70.0 -75.0 70.0 -74.3 70.0 -70.8 rr C,F -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 - 68:4 68.4 - 63.6 63.6 -60.1 60.1 -57.5 57.5 - 54.8 54.8 -51.1 ® -46.8 46.8 -43.6 43.6 57 114 ,� � 69.6 - r rr rr7.r rr®i rr 70.0 -75.0 rr rr 70.0 -73.3 rr EJ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61.8 -58.7 58.7 - 55.9 55.9 -53.2 53.2 -49.4 49.4 - 45.2 45.2 -42.6 42.6 581/2 117 •rr� -40.9 -40.2 -- �� rr r rr r rr�'rr� +� r 70.0 -75.0 70.0 -75.0 70.0 -722 rr C,F -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 700 -79.4 70.0 -69.0 69.0 -64.9 64.9 - 60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 -47.8 47.8 - 43.6 43.6 -41.7 41.7 60 120 66.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 5.0 70.0 -� 0 70.0 -75.0 70.0 -75.0 700.0 -73.3 70.0 -71.0 70.0 -67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -77.1 70.0 -67.3 673 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3 46.3 -42.8 42.8 -40.8 40.8 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1-90.01 70.0 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 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 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 A 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 Nadia PIKIHMMIIEVISBID as amend* tke • • • • • •.. • • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••. • • •••• • • • • •• • • • • • • •• • S. • • • ...• • •... • • •••• S. • • • • • • •••••• • • • • • • S. • • ••• • • • • • • Reveal By F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 6 Resod By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Drown By F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By CHANGE ANCHORS AND ADD 76" HT. OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 it5IT Visibly Better Desenntr.n: PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS This: ALUMINUM CASEMENT WINDOW, IMPACT s /laf"dat CA -740 Seale: NTS Sheet 7 of 13 Drawtg N". 7045 -8 ((:/ )i- f Lucas A. Turner, P.E. PE #58201 Mechanical • COMPARATIVE ANALYSIS TABLE 8 "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 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 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -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 I -90.01 70.0 1 1 3 3 3 X 0 X X 0 X ZONICTREVISED TABLE 10A. "NCO" 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,.090,3116 "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 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • •• • • •••• • • •••• • • •• •• • • • • • •••• • • • • •••• • • • . • • •• • •••• • • •••• • • •• • • • • • •• • •• • • • •••• • • • • •• - • •• • • •.•••• • • • • • • • • • Raved By: F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 9 Raved By F.K Date: 7/10/03 Revisons: C NO CHANGE THIS SHEET Raved By: F.K. Drawn By F.K. Date: 6/23/05 Date: 12/17/02 Revleisns: D Checked By: CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT Visibly Better 7eacafpron: PRESSURES- XO, OX, & 1/3 -113 -113 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT serres/naodet: CA -740 swe: NTS smet 8 a 13 Drawing No. 7045 -8 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 (118 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) E. 13/16" LAMI 1 /8 "HS 3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.0900/8 "HS F. 13/16" LAMI 1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS HEIGHT WIDTHS ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 55.0 -55.0 55.0 - 55.0 55.0 86.919 24 38.919 _ A -75.0 70.0 -69.1 69.1 , -63.4 63.4 - 56.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8. 70.0 C,F , -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 -55.01 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 -55.01 55.0 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 -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 55.0 -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 -482 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 -52.21 522 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 -55.01 55.0 -55.01 55.0 115.892 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 -78.8 70.0 -73.2 70.0 - 68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 -50.91 50.9 - 47.7147.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 -44.61 44.6 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 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 -52.1 [ 52.1 - 47.7147.7 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C F -90.0' 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 -51.5 51.5 -47.2 47.2 - 44.0 44.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 48.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 - 45.8145.8 - 43.0143.0 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 - 50.1150.1 130 35.896 58.209 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 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 - 48.1148.1 - 43.9143.9 . - 41.9141.9 130.378 36 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 - -57.4 57.4 -54.6' 54.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 " - 40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 60 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3. -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & 'COX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1-90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 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 F55.0 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 Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x O x UNEQUAL LITES x O UNEQUAL LITES 0 x UNEQUAL LITES PRDSkler REVISED with Vat Mlle ll • • • • • •• • • ... • • •••• • • • • I.••• •• • . • •••• • •• • • • • . • •••• • •• • • ...•. • • • • • . • • • • •• • • S. • • • •••. • •••• • • •••• •• • • • • •• . • • • . • .• • • • Raved By: F.K. Data: 3/25/03 Revivto; B ADD GLASS TYPE E TO TABLE 11 Revs4 By: F.K. Date: 7/10/03 Revtelona: C NO CHANGE THIS SHEET Raved By: F.K. Drawn By F.K. Data: 6/23/05 Date: 12/17/02 Revisions: D Checked By: CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better aaarrpaoa: PRESSURES- UNEQUAL CONFIG. XO, OX & XOX nee: ALUMINUM CASEMENT WINDOW, IMPACT sadas/Modat CA -740 Scab: NTS Sheet 9 13 Drawing No. 7045 -8 AZ' Lucas A. Turner, P.E. PE #58201 Mechanical • REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) 000 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A "XX' FRAME "-REFERENCE ASSEMBLY DETAIL, SHEET 11 A OM) MAX. VENT I« DAYLIGHT OPENING -►I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT L._ wrww MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 000 IIICKCT REVISED IIIMMeaplyhte with the Rift Mike Code Date +}AF7k • • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • Raved By: Date: F.K. 3/25/03 Revsd By: Date: F.K. 7/10/03 Raved By: Date: F.K. 6/23/05 Dtawa B): Date: F.K. 12/17/02 Revisions: B ADD 13/16.1.G. 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 Visibly Better Description: SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 10 of 13 D,awk•N. 7045 -8 •••• • • •••• • • •• • • • • • •• • •• • • • •••• • •••• • • •••• •• • • • • l (4( /Or Lucas A. Tuner, 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 i "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB t3.1,11 rif i V.41 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 M SASH FRAME SIDE RAIL 1 v T SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" Lu .095" n CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" --- --- 2.139" -+- SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784" 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. L._ 2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A A.ealaelX7 Wawa el elm** Ida titt &Mips code Rift a • • • • •• • • •S.. • • •.•. • • •• •• • • • • • • • • • • •• • •••• • •••• • • •• • • • • • .• • •• • • . ••• 5 • •••• • • •••• •• • • • • •• • • • • •r•••• • • • • • • 1811 ••• • • • • • • Raved By Data: F.K. 3/25/03 Raved By: Date: F.K. 7/10/03 Raved By. Date: F.K. 5/23/05 Drawn ay: Date: F.K 12/17/02 Revisions: B NO CHANGE THIS SHEET Revislona C NO CHANGE THIS SHEET Revisions: D Checked By ADD ITEM 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: EXTRUSIONS & ASSEMBLY DETAILS Tide- ALUMINUM CASEMENT WINDOW, IMPACT Sariasibtodek CA -740 Bode: Bheet: NTS 11 or 13 Dmw6g No. 7045 -8 Rev: Lucas A. P.E. PE #58201 Mechanical • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2 "X112 "X1 /8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X .562 PH. PN. TYPE F 12 7014 3 /16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI-LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 • TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. 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 (3/161IS & 3/1611S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 _ PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 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 PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = (2) L1TES OF 1 /8"HS GLASS WTTH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"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 "LAM1) 7/16" LAMI = 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 .865" 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" --1 I-- I .865" .050" - 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 1.000" CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 993" 5—.289 " .040" .172" .870" .050" � II T - 0-1 Fes— .569" 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 -- -1 .1.124"r— .125 " -- .062" .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 i 2.701 • • is • • •• • • •••• • • •••• •• •• •• • • • • • • • • • • •• • •.• • • •••• • • • • • •U. • • • • • •• • •• •• • •••• • •••• • • •••• S. • • • • U. • • •5l•••. • • • •.•• • • ••'••• • • •••.• • •• ••a••• • • •• ... • • Roved By: F.K. Date: 3/25/03 Revisions: B ADD 13/16° I.G. GLASS & GLAZING BEAD Revsd Ry F.K. Date: 7/10/03 Revtebns: C NO CHANGE THIS SHEET Revsd By: F.K. Drawn By: F.K. Dab: 6/23/05 Date: 12/17/02 Reviab 0 Checked By ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT Visibly Better PARTS LIST & EXTRUSIONS TNIe: ALUMINUM CASEMENT WINDOW, IMPACT Bedea1Hodet CA -740 spate: NTS Sheet 12 ai13 Draft) N". 7045 -8 vs r/e Lucas A. Tumor, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1J4" MAX, SHIM .1 ASEE NOTE 2 rop Rid r�r �ikr.�lr rrr nrn +ir 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE` 1 A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 .kA SEE NOTE 4 A, 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r-- L\ SEE NOTE 2 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK a', NM 1'1t.utiliinunruuuu► • -•-I 1 1/4" -.- MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ► &SEE NOTE 1 SEE NOTE 4 1 1/2" MIN. , FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 __11 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 --•-I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 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. ralitakallEVISEb Ileti Ss rim* • • • •• •• • • •••• ••••• • • • • • •••• • • • •••• • • •• • • •• •• • • • • • • • • •• • Revel By FK Revsd By. FIG levad By F.K. Drawn By F.K. Data: 3/25/03 Data: 7/10!03 Dale: 6/23/05 Date: 12/17/02 Revtslans B NO CHANGE 77115 SHEET Revtatona: C NO CHANGE THIS SHEET Revisions: D Checked By REVISE NOTES AND REMOVE 3/16° TAPCONS & #14 SCREWS Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: ANCHORAGE DETAILS rma: ALUMINUM CASEMENT WINDOW, IMPACT tee;: CA -740 NTS Sheet 13 of 13 Drawing Ns 7045 -8 •• • • •• • • •••• • •••• • • •••• •• • • • • •11••00 • • • • • • • • •••••• • • • • • •.11••• • • Lucas A. Tumor, P.E. PE #58201 Mechanical GENERAL NOTES: -IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) k 6118' tANCONSISTING OP (2) UTES OF MI' .ANNE fiLMS ANTRA t O BUTACrTE OR UM INTER AVER. B. sir lAttl SISl1NG OF (1)tITE OF 1/8" ANNEALED GLASS- i (1)UTE OF 1 /8"HEAT- STRENGTHENED GLAS WITH D90DUPONT BUTACITE MAXIMUM RIAXER. - = -. - C 5116' LAM CON G OF (2) LITES OF 1/8' HEAT STRENGTHENED- TREN THENED GLASS WITH AN 090 DUPONT #' E _. _ _ ALIT OR MAXIMUM PYB B±lAYER. , D. 7/16' LAM CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS 4 ITIAN .090 FONT BUTACITE OR SAFLEX/I(EEPSAFE MAXIMUM PVB INTERLAYER. E. 716'.LAMI CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/116' HEAT STRENGTHENED GLASSWITH AN .090 DUPONT BUTACJTE OR SAGE FE MAXIMUM PVB.: f F. 7116' LAM CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS W ITH AN .090 DUPONT BUTACITE: ORSAFLEXfl(EEPSAFE MAXIMUM PVB INTERLAYER. G. 13I16' LAMA IG: (1) LATE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAM CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. H. 13/16' LAM IG: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LATE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACTTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16' LAM IQ (1) LITE OF 1/8' HEAT STRENGTHENED GL ASS, AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. J. 13/18' LAMA IQ (1) LATE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAM CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. K 13/16' LAM IG: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND116' LAMI CONSISTING OF (1) LATE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. L 13/16' LAMA IG: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMA CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL- 4645, FTL- 4648, FTL- 4647, FTL- 4848, FTL-4649, FTt. , FTL -4651 AND FTL -4723. I 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Read Itr 0.10: FA <>A> r F.K. On _11.ir..c SHEET GENERAL NOTES-........... GLAZING DETAILS... 2 DESIGN PRESSURES 3 ELEVATIONS.................-- 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST.......... ...... 8 EXTRUSIONS.- 7 CORNER DETAIL.. 7 ANCHORAGE 8-11 • • •••• • • •••• • • • •• • • •••• Approved as complying wit WV • bode* flaw J.J. f0/10,ll5 FIL4723 TO NOTE 7 1070 'TECHNOLOGY DRIVE 34271 _ P.O.BO%'1620 NOKOMIB. ft. 34274 Visibly Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT NTS l s i 10.0wm. 404040 6 e f712 • • • •• • • • • • • •• • •• • • • •••• • •••• • • •••• •• • • • • •• • • • • • • • • • • • • • • • • • • INTERIOR,., (80,81 or 82 „....A...,..„..........„ i 4 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 'U8 _ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM. _ __ I_. 5/16" LAMINATED GLASS 1/Z' NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 •SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENG1HENED GLASS 7/16" LAMINATED 7116" LAMINATED GLASS n r—i r 1/Z" NOM. GLASS BITE I • • .. • • • •••• 1/8' ANNEALED OR HEAT STRENGTHENED GLASS • .090 SOLUTIA OR DUPONT PVS INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED AIR SPACE 119" HEAT STRENGTH D GLASS 13116' NOM. 13/16" LAMI 1G GLASS W/ 5/16" LAMI _- •• ••• • 3/18" ANNEALED OR HEAT STRENGTHENED GLASS . • .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED AIR SPACE 118' HEAT STRENGTHENED GLASS 19/18' NOM. 13/16" LAMI IG GLASS W/ 7/18" LAM - - •• • •• • • • • S. • anew RK arrass F.K GLAZING DETAILS 4'G Row l..Cork, P.@. PE elff12 1/1 WINDOWS WITH HIGH GLASS TYPE SILL OPTION TABLE 1. WINDOW HEIGHT WIDTH 44" - 50 518" 59 1/2" 63" 76" 26" A,B,G,H +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 32" A,B,G,H +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +66.1 -66.1 37" A,B,G,H +80.0 -80.0 +80.0 -80.0 +74.4 -74.4 +69.6 -69.6 +57.2 -57.2 40" A,B,G,H +80.0 -80.0 +80.0 -80.0 +68.0 - 68.0 +63.3 - 63.3 +64.0 -64.0 44" A,B,G,H +80.0 -80.0 +75.8 -75.8 +60.5 -60.5 +57.4 -57.4 +58.6 -58.6 48" A,B,G,H +80.0 -80.0 +68.6 -68.6 +56.5 -56.5 +53.0 -53.0 +53.5 -53.5 53 1/8" A,B,G,H +80.0 - 80.0 +63.4 -63.4 +52.0 -52.0 +47.9 -47.9 +48.3 -48.3 UP TO 53 1/8" C,D,E,F,I,J,K,L ALL HEIGHTS TO 76" HIGH +80.0 -80.0 non MEETING RAIL "X" STANDARD VIEW AND RADIUS TOP WINDOWS WITH HIGH SILL OPTION TABLE 2. WINDOW HEIGHT OVER SASH HEIGHT 29 3/4" 38 3/8" 44" 50 5/8" 63" 72" 74" 76" WIDTH GLASS TYPE 12 15116" 16 3/8" 18 5/8" 21 5/16" 26 1/4" 29 13/16" 30 5/8" 31 7/16" 26" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 I -70.0 +70.0 I -70.0 +70.0 I -70.0 +70.0 1 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 I -70.0 +70.0 -70.0 +67.6 -67.6 +58.1 -58.1 +56.6 -56.6 +55.2 -55.2 37" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +58.0 -58.0 +51.3 -51.3 +50.0 -50.0 +48.6 -48.6 40" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +67.6 -67.6 +54.2 -54.2 +57.7 -57.7 +56.1 -56.1 +54.7 -54.7 44" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +60.2 -60.2 +49.6 -49.6 +53.7 -53.7 +52.9 -52.9 +51.7 -51.7 48" A,B,G,H +70.0 -70.0 +70.0 - 70.0 +66.3 -66.3 +56.3 -56.3 +45.1 -45.1 +49.5 -49.5 +48.6 -48.6 +47.8 -47.8 53 1/8" A,B,G,H +70.0 I -70.0 +70.0 -70.0 +61.4 -61.4 +51.6 -51.6 +40.8 -40.8 +44.6 -44.6 +43.8 -43.8 +42.9 -42.9 UP TO 53 1/8" C,D,E,F,I,J,K,L ALL HEIGHTS TO 76" HIGH +70.0 -70.0 CUSTOM VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 3. WINDOW HEIGHT WIDTH 50 5/8" 60" 63" 76" 40" D,E,J,K +70.0 -70.0 +70.0 -70.0 + +70.0 -70.0 +70.0 -70.0 44" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 I +69.4 -69.4 48" D,E,J,K +70.0 -70.0 +70.0 - 70.0 +69.6 - 69.6 +63.2 -63.2 53 1/8" D,E,J,K +70.0 -70.0 +67.2 - 67.2 +62.9 -62.9 +57.2 -57.2 UP TO 53 1/8" F,L ALL HEIGHTS TO 76" HIGH +70.0 -70.0 ti GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) FTL- 4647, 4648, 4723 A B. 5/16" LAMI - 1/8" ANNEALED .090,1/8" HEAT STRENGTHENED) FTL -4647, 4648 C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) FTL -4647, 4648 D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) FTL -4645 E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED). FTL -4645 F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL -4645 G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) FTL -4646, 4651, 4723 H. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1 /8 "ANNEALED,.090,1 /8" HEAT STRENGTHENED) FTL - 4646, 4651 I. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,118" HEAT STRENGTHENED) FTL - 4646, 4651 J. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) FTL -4649, 4650 K. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED FTL -4649, 4650 L. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL - 4649, 4650 NOTE: 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. "O" MEETING RAIL ny" SASH • • • • • •. •• • • •••• •• • • • - • .... S. • pprev oim !yin! lb pa . • • • • • .... • • •• • ... • ... • •••• • • • • •..• • • • • • Raved ay: Date: Revtalane: Revue 6y. Date: Revlalona: Rend ay F.K. Drawn ey F.K. Date: 1/24106 Date: 9/1105 Revlatone: A checked By: J.J. ADD P71-4723 TO GLASS TYPES A AND G. Data 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DESIGN PRESSURES rme: ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better seer: SH700 • NTS Sheet 3 at 11 Drawing No 4040-20 Robert L. Clark; P.E. PE #39712 Structural • • •••• • • SEE DLO TABLE SEE DLO TABLE 76' MAX. HEIGHT 76* jetAX. --,-- HEIGHT SEE DLO TABLE (MAX) 387116' MAX. SASH HEIGHT SEE DLO TABLE - 481/4' MAX. -VENT DL (ALL)-1 DETAIL B DETAIL C DETAIL A ' VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) SEE DLO • TABLE SEE DLO TABLE SEE DLO TABLE 8-- DETAIL 13 VIEW (CUSTOM SASHI VERTICAL DAYLIGHY OPENING DETAIL FIRED Lire LOW SLL HIGH SLL . A 34 1/2" 34 3/16* B 41 5/6" 41 1/4" C 41 1/4" 40 nr D 52 5/8" 52 11/16* . E , 52 1/4' 52 5/16" SAAH DETAL LOW SILL HIGH SILL A 34 1/2" -34 3/16" B 27 7/16* 27 1/6" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. • • • • • • 1.• • A ssINO CHANGE THIS SHEET ow err la10/05 I (SEE NOTE) MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT Ii�11 V „Arm it +Itir MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 9 &9O) BALANCE PARTS USED ON SASHS <40 LBS SECTION A-A OUTSIDE OUTSIDE INSIDE 0 NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6" FROM EACH SIDE OF VENT. 2.710" • ••• • • • • • •• • ••• ••• •••• • • • .• • • • • • • • • • • 2.330' (LOW SILL) • • • • •• • • • •• • SECTION C-C RADIUS TOP (HEAD DETAIL) SECTION B-B (LOW SILL SHOWN) ALTERNATE HIGH SILL Mad ir Daft FJC 1124/76 F.K. 9/1/05 NO O tinat•d syl 4NGE THIS SHEET J.J. 10/10/75 1070 TECHNOLOGY OR E NOIGOM18. PL 34275 P.O. KA 152 NOKOM IS. FL 34274 PIGIT Vie* Boar SECTIONS Onatie 4040 -20 ITEM DWG.# DESCRIPTION P071 1 4002A FLANGE FRAME HEAD 612225 2 1156 : X 1.000 QUAD PN. SMS 781 POA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1826 ADHESIVE OPEN CELL FOAM PAD ' _ - 7P 8 . 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP (ALUMA -TILT) 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 CALDWELL ALUMA -TILT BALANCE, 5/8" D. GLASS, 7/16" LAMI, (1/8"A,.090 PVB,1/8 "A) 10 - 1080 BAL. COVER, RIGID VINYL, 5/8" 6BALCVR918 11 G. GLASS, 13/16" LAMI 10; 1/894S, AIR SPACE, 5/18"-LAMI, (118 "A,.090 PVB,1 /8"A) #8 X .750 PH. PN. SMS 7834AA 12 I. GLASS, 13t18" LAM 10;1/8"HS, AIR SPACE, 5/18" LAMI, (1/8"HS,.090 PVB,1 /8 "HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085 SASH TOP GUIDE, 5/8" BAL. 42504 14 4029 -1 CALDWELL ULTRA -UFT BALANCE, .670" 15 #8 X 1 PHILUPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 .670 ULTRA UFT BALANCE COVER 6BALCVR870 17 4053 SASH STOP COVER (ULTRA -LIFT) 84053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 20 1086 SASH TOP GUIDE, 11/16" BAL 42505R & L 21 4054A FIXED MEETING RAIL 84054A 23 40060 SASH TOP RAIL 64006 25 1235 WSTP.,.170 X .270 BACK, FIN SEAL 875160 28 1096 SWEEP LATCH 71096 27 1016 #8 X .625 PH. FL SMS ' 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 WSTP., BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 812231 34 1288 SASH FACE GUIDE 42501 35 1822 LAMI SETTING BLOCK 3/32" X 25/64" X 1" 71822K 38 1052 LAMI IG SETTING BLOCK 1 "X3/4" X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) STP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 640396 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/18" LAMI W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/18" LAMI I.G. 84087 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.) 81014 58 1830 SCREEN CORNER KEY W /RINGS 71630 57 1831 SCREEN CORNER KEY W /OUT RINGS 71831 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA. FOAM 61624K 60 1835 SCREEN SPUNE - .135 DIA. HARD 61635K 61 SCREEN CLOTH 61818 ITEM DWG.1 DESCRIPTION PGT #: - 63 505 GLAZING CHANNEL ({388 X .500) 8533402 64 1161 -#18 X 1000 PH. BUGLE TEK = 708X1 67 GLAZING TAPE, 1/18 X 1/2 - 7/18 LAMI 82BV1510 :. . 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 69_ 4050A - FLANGE FRAME SILL -HIGH' SILL) 64050- 70 SIUCONE,-DOW899, 995 OR EQUIV. 80 A. GLASS, 5116" LAMI, (1l8"A,.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, ,(1/8"A,.090 PVB,1/814S) 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, 7/18" LAMI, (1/8.A,.090 PVI3,1/8"HS) 85 F. GLASS, 7/16" LAM', (1/8"HS,.090 PVB,1/8"HS) 88 G. GLASS, 13/16" LAMI 10; 1/894S, AIR SPACE, 5/18"-LAMI, (118 "A,.090 PVB,1 /8"A) 87 H. GLASS, 13/16" LAMI 10; 1/8 "HS, AIR SPACE, 5/16" LAM, (1/8 "A,.090 PVB,1/8"HS) 88 I. GLASS, 13t18" LAM 10;1/8"HS, AIR SPACE, 5/18" LAMI, (1/8"HS,.090 PVB,1 /8 "HS) 89 J. GLASS, 13116" LAMI 10;1/B"HS, AIR SPACE, 7/16" LAMI, (3/16"A,.090 PVB,3/18"A) 90 K. GLASS, 13/16" LAN 10;1/8"HS, AIR SPACE, 7/16" LAM, (3/16"A,.090 PVB,3/18"HS) 91 L GLASS, 13/18" LAMI 10; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/18"HS,.090 PVB,3 /18 "HS) • • • • •• • • • • • • • • • ••• • • • Approved iraompl totb, �4 ••• • •• ••• • • • • • • • •• • ••• •• • • • • •. • • • dr • •• •• • 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34275 P.O. e0X 1630 NOKON5B, FL 34274 PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT Roby( L. Clot. P.E. PE #35712 Structural 1.363 I FLANGE FRAME HEAD #4002A, 6063-T8 1-0-- 2.784 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A, 6083HS -T8 2.948 3.448 Rased iy: Arad arc Revd I* F.K O,wn ay. F.K I►--- 2.784 —1 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 2.830 2.330 i-"- 2.784 FLANGE FRAME SILL (LOS) #4003C, 6063 -T6 I - }- -.062 11.490 SASH STOP #4025, 6063-T5 r-- 2.279 --0j 1.707 SASH TOP RAIL #4008C, 6063HS-T6 r*--- 2.326 ---) j--- 1.513 -0-1 —.738 1.°4° SASH STOP COVER #4053, 6063 -T5 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCT ON .678 1.09640 -0-1 GLAZING BEAD, 5/16" #40398, 6063.75 SASH BOTTOM RAIL(LOW) #4007,6063 -T5 SASH BOTTOM RAIL (HIGH) #4051A, 8083 -T5 SASH SIDE RAIL #4008, 6063 -T5 4 678 1.096 - -I-- -1 ! GLAZING BEAD 7/16" #4222, 6063-T5 .050 1.115 7+ —41 GLAZING BEAD, 7116" #985C, 8063 -T5 (USED W/ GRILL KIT) .678 .050 1.096 • • • .. GLAZING BEAD, 511" •• #4044B, 8063 -T5 • •+e • •Date (USED W/ GRILL KIT) • • e • NOM •••I•now • • .. ♦. .878 • • • • • • .... • • • • 1.097 .. • GLAZING BEAD, 13/16" 1G #4067, 6083 -T5 Disk horierrt Oft 'Ireid nc 1/91108 A Orrr 9n/05 °woad ay: J.J. NO CHANGE THIS SHEET 1W1N05 1070 TECHNOLOGY OWE NOKOMIS. FL 34275 P.O. B:O) 1529 NOKOMIS. FL 34274 Visibly Better n..oee EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT andraYelit 0-i* am* as.tiwo, sw7oo Half 7 • 11 4040-20 •. • • • • .. • • • Rc but L. Clerk P.E. PE *39712 Structure! ANCHORAGE FOR 111 WINDOWS TABLE 8, WINDOW HE ROIT SUBSTRATE: ANCHOR TYPES ' 28" 383/8" 44" 80f/8" 69112 ", 83" 72 ", 74 ", 750 'o•- CNI9 N M0•= 0 co,flQ NZ r U ►� O 0 6�NNWINDOW 0 8 , OU , WIDTH GLASS TYP E 19118" ALL TYPES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEIBUINII 1 1 2 1 1 1 1 1 2 1 1 21E113Milfiltintli 2 2 2 3 3 2 2 2 E 24" ALL TYPES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 j 1 1 j 1 1 1 1 112 112 111 212 112 1j2 212'212 112 213 212 212 313.213 212 1 32" C,D,E,F,I,J.K,L 1 . 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1MO 2 1 EINEMB 2 1 2 2 2 2 2 1 2 2 EINEM 2 3 ElEILIEll 2 3 4 3 CIIIIEI 1 1 A,B,G,H 1 I 1 1 1 1 1 1 1 1 1 1. 2 1 1 1 112 112 111 212 112 11-2 212,212 112 213 213 212 313 2j3 2 212 1 313213 2 2 212 1 37" C,D,E,F,I,J,K,L 1 1 1 2 1 1 2 2 1 2 2 1 2 ' 1 1 2 1 1 2 1 1 1 2 1 3 2 1 2 1 12_21 3 , 2 1 3 •2 j_2 ,2 j 3 21-3 21-2_3 1 4 2 1 4 21 3 41 44 314 31 3 A,B,G,H 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 1 1 1 1 1 2 1 j2'111 213 212112 213_21-3 21_2213 2132[2 313 213 212 313 2[3 212 40" C,D,E,F,I,J,K,L 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 1 1 2 1 1 2 2x3_213 112 213, 2j3' 2[2, 21-3`213 212 314 2 314 2 213 2 415 2 ,314 2 313 2 A,B,G,H 2 , 2 . 2 2 2 2 2 2 2 2 • 2 2 112 112 112 213'213 112 2j3 213 ,2r/ 213-213 2[2 -313 213 212 2 314 r 2 314 2 213 " C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 2 2 1 2 2 2 112 112 112 213 213 212 213 213212 3(4 213 213 3j4 314 213 415 2 315 2 314 2 A,B,G,H 2 2 2 2 2 2 2 . 2 2 2 2 2 2 2 2 112 112'112 213 213 212 213 213-212 313 213 213, 313 213 212 2 314 3 314 3 213 2 48" C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 . 2 2 , 2 2 3 2 212 112 112-213 213 212 '213 213 213 314' 214 213._415 ' 314 313 416 '415 314 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212,112112,213,213 212_213213 213 213 21321331-3,213 212 314 314 213 2 531/8" C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 -214 2_ 3 2 2 3 3 2 3 3 213 112 112 213'213' ,213 314 213314 214'213 '4[5, 3r5 314 516 2 416 2 314 2 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 1 1 2 112 2 [3 2 1 3 213314 2 1 4 213r214 21 3.2[3_21-3_,213_212 '314_2_1_4 21 3 SPACING CASED ON THE FOLLOWING IVIAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -17112" FROM TOP CORNERS JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 8" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: ANNEALED) HEAT STRENGTHENED) /8" HEAT STRENGTHENED) 3/18" ANNEALED) 3/16" HEAT STRENGTHENED) 3/18" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) STRENGTHENED, AIR SPACE, 5/16" LAM! - (118" ANNEALED,.090,1/8" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) STRENGTHENED, AIR SPACE, 7/16" LAM! - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 7/18" LAM! - (3/16" HEAT STRENGTHENED,.O9O, 3/18" HEAT STRENGTHENED) A 5/16" LAMI - (1/8" ANNEALED,.090,1/8" B. 5/16" LAM! - (118" ANNEALED,.090,1/8" C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 D. 7/16" LAMI - (3118" ANNEALED,.090, E. 7/16" LAM! - (3/18" ANNEALED,.090, F. 7/18" LAMI - (3/16" HEAT STRENGTHENED,.090, G. 13/16" LAM! IG -1/8" HEAT H.13/16" LAMI IG -1/8" HEAT I. 13/16" LAM! IG -1/8" HEAT J.13/16" LAMI IG -1/8" HEAT K 13/16" LAMI IG -1/8" HEAT L 13/16" LAMI IG -1/8" HEAT ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 —1/4" ELCO TAPCONS 2 1J4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL 111 WINDOWS IN MIAMI —DADE COUNTY PER TABLE 8, 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 114" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD —�- JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL • • • •- 2 2 3 • • ••. • • • •.5. • • • • • • Approved tia� ...1, • • • ••., • • ••• 11 SO moat •. •• • • • • • • • • • • • •• • •• •••- •• • • • • RAW By OWN !awed Ip. 7fw•der 1: F.K. 1i24106 Drawn 0-r F./C 7/29103 ReAlora A NO CHANGE THIS SHEET • awdudW Dos; J.J. 1x'10/05 I 1070 TECHNOLOGY DRIVE NOKODMIS, FL 34275 P.O. BOX 1824 NOKOMIS, R 34274 Visib& Better ANCHORAGE SPACING, 1/1 WINDOWS Tic ALUM. SINGLE HUNG WINDOW, IMPACT a.rrr11, saift NTS !brit 8 • 11 4040-20 S. • Robed L. Clark, P.E. PE *39712 Arai ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP W D_ WS SUBSTRATE: N OW HEIGHT = ANCHOR TYPES : —may QQ 29 WINDOW WIDTH GLASS c) TYPE 3/4" 38 3/8" 50 TABLE 7. 72, 74, f8" 191/8" ALL TYPES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 1 1 1 1 1 2 2 2 2 2 1 3 2 2 2 2 1 1 24" C,D,E,F,I,J,K,L 1 1 1 1 1 111 111 211 111 1[1 21-2,2T2 1 A,B,G,H 32" C,D,E,F,I,J,K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 111.1 1 1 2 T2 2 1 2 1 2 2 2 2 21 1312 212 2[2 312 312 212 1 1 1 1 1 1 1 1 1 1 1 11 2.12. 212 211.312 2J2 2 2 412 3 2 312 1- 1 1 1 1 1 i 1 1 2 1 1 1 1 1 2 2 2 2 1 1 2 2 2 2 2 1 2 2 2 2 2 2 3 2 3 2 2 2,4 3 3 3 3 2 A,B,G,H 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 211 1 1 1 1 1 2 2 2 37" C,D,E,F,I,J,K,L '212 1 1 2 11-1 2f2 21 211 212 1 2 2 1 2 2J2T2T2 312 3 2 2 1 2 2 1 1 2 1 2 312 312 2 1 2 1 2 1 11 1 A,B,G,H 1 1 11 212 212 211 2T2 212 1 2 1 1 2[2,312 212 212,313 313 312 413 313 312 2 2 1 2 2 2 1 1 1 1 2 2 2 2 2 1 2 2 2 2 2 2 3'2 40" 44" C,D,E,F,I,J,K,L 212 2 2 2 2 112 1 11 212 212 212 2 2 2 2 1 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 212 2T2 212 3[2 2 1 2 A,B,G,H C,D,E,F,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2..1 2 4 2 13 313 312413 413 312 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 2 2 2 2 2 2 2 212 212 1 1 2 1 2 2 1 2 2 1 2 3 1 2 2(2.2T2 3 3 2 2212 413 313 312 514 413 3 3 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 48" C,D,E,F,I,J,K,L 2 22 2 __- 2 2 2 2 2 2 2 2 2 2 2 1- 2' 2 2 2 2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 2 1 2 2 1 2 1 I 1 2 1 2 2 1 2 ' 2 1 2 3 2 2 2 2 2 3 3 3 2 2 2 3 2 2 3 212 4 3 3 3 3 2 5 4 4 4 4 3 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 531/8" C,D,E,F,I,J,K,L 212 212 1 1 1 212 2[2 2[2 312 212 2f2 312 2 1 2 212 3 2 2 2 2 2 2 2 2 2 3 2 2 212 212 212 312212 212. 313/273212'313 3 3 2124 2 2 [ 2 2J2 212 413 313 3 1 2 3 2 3 2 1 4 33 313 574 v414 4 13 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 312 212'212.3[2 212 2[23[2 2[2 212 312 212 212 313.313 312 SPACING BASED ON THE FOU.OWING MAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 17 1/2" FROM TOP CORNERS AND 251/2.O.C. JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A 5/16" LAMI - (1/8" ANNEALED,.090,18" ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,118" HEAT STRENGTHENED) C. 5/16" LAM! - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) D. 7/16" LAM!- (3/16" ANNEALED,.090, 3/16" ANNEALED) E 7/16" LAMI - (3116" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7116" LAM! - (3/18" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - 1/8' HEAT STRENGTHENED, AIR SPACE, 6116" LAMI 1/8" HEAT STRENGTHENED, AIR SPACE, 5/18" LAMI - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAM! - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAM! 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16' LAMI - G. 13/16" LAMI 1G H. 13/16" LAMI 10 I. 13/16" I.AMI IG - J. 13116" LAMI IG - K. 13/16" LAM! IG - L. 13118" LAMI IG - (1/8" ANNEALED,.090,1 /8" ANNEALED) - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) (118" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) (3116" ANNEALED,.090, 3/16" ANNEALED) - (3/16' ANNEALED,.090, 3/16" HEAT STRENGTHENED) (3/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) /k 0-.K Arad* DON F.K NO CHANGE THIS SHEET F.K �. a1WO5 1070 TECHNOLOGY DRIVE NOKOMS, P1. 34275 P.O. SOX 1529 NOKOMS, FL 34274 Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS 2-1/4" ELCO S54 CRETE -FLEX 3- #12 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" 834 CRETE-FLEX. OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW SH700 Ore NTS 9 d 11 • ... ••• • S. 2 2.3 • •• 4040-20 • • ANCHORAGE SUBSTRATE: ANCHOR TYPES FOR CUSTOM • ---__ VIEW AND RADIUS TOP WINDOW TABLE 8. OOW HEIGHT 28 314" 38 4 4" 60 618" 80" 83" 72", 7 4 76 "", _ — N C N 18 N r N N .- U v - r- N N N r § N N - U WINDOW WIDTH GLASS TYP E 191/8" D,E,F,J,K,L 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 111 111 1j1 1 1 11 1 1 1j 1 1 1 1 2 1 2F1 111 211 211 211 311 3j1 2j1 1 2 4 " D, E, F, J, K, L 1 '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 1 2 1 2 1 1 2 2 1 2 1 1 2 2 2 2 2 1 3 2 2 2 2 1 4 2 3 2 3 1 32" D,E,F,J,K,L D, E, F, J, K, L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 412 2 1 ../ 312 1 1 1 2 1 1 1 2 1 1 1 2 1 1 1 2 1 1 1 2 1 1 12212 1 2 212 2 1{2 1 212 2 21 2 2 212 1 412 2 312-312 1 512 2 3T" 1 2 1 2 1 2 2 2 1 2.1 22 2 2 2 1 2 3 2 2 2 2 2 4 2 3 2 3 2 5 2 4 2 4 2 40" D, E, F J, K L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 1 2 2 2 1 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 4 2 3 2 3 2 8 2 4 2 2' 4 2 2 44" D, E, F, J, K, L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 3 1 2 1 2 2 3 2 21 2 2 3 2 2 2 2 3 3'2 2 2 2 4 3 4 2 3 2`8 3 5 2 4 2 48" F,1. 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2. 1 3 1 3 1 2 2 3 2 3 1 2.2 3 2 3 2 2 3 3 2 3 2 2 5 3 4 3,3 2 6 3 5 3 4 2 D, E,J,K F,L 2 2 2 2 2 2 3 2 2 3 2 r 2 3 2 2 2 2 2 1 1 2 2 113 2 1 1 2 2 1 1 2 2 213 2 1 2 2 212 213 —3 2 2 2 212 3 2[3 3 212 2 312 3 413 3 312 2 4 2 - 412 512 3 513 412 2-I. 512, 2 531/8" SPACING BASED 113 113 112 213 213 212 213 213 212 313 213 212 5[3-413 312 713 D, E, J, K 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 2 113 113 1[2 213 213 2j2 213 2{3 212 313 213 212 41- 3.4j3312.613 4j2 4 ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL - 8' BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: 3/18' ANNEALED) 3/16" HEAT STRENGTHENED) STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) STRENGTHENED, MR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/18" ANNEALED) STRENGTHENED, AIR SPACE, 7/16" LAM! - (3/16" ANNEALED,.090, 3/18" HEAT STRENGTHENED) STRENGTHENED, AIR SPACE, 7/18" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/18" HEAT STRENGTHENED) D. 7/16" LAM! - (3/16" ANNEALED,.090, E. 71W LAMI • (3/18" ANNEALED,.090, F. 7/16' LAM! - (3/16" HEAT J. 13/16" LAM! IG -1/8 "HEAT K.13/16" LAMI IG -1/8" HEAT L. 13/16" LAMI IG - 1/8" HEAT ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4' SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD 2 JAMB ABOVE MTG . RAIL 2 3 JAMB BELOW MTG. RAIL f ••• • • • • • . • •• • ••.. • •Date ••!• N,. •••••*Mad • • :•• •• S•• • • • • • • •• • • • •.• • • • • I • • • •..• • • • •• • • • IF Road Br Rowed IV F.K Dar Oda 1,24/08 Damn ter. F.K bar 7/2905 A NO CHANGE THIS SHEET *rasa uy! Mar J.J. 1W10A)5 1070 TECHNOLOGY DRIVE NOKOMIS. R. 34275 P.O. BOX 1520 NOKOIRS. FL 34714 Visa+ Better r ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Italy NTS 10 d 11 4040 -20 • Robert L. Mark, P.E. PE #39712 Structural (CONCRETE) •• '• OPTIONAL lx WOOD BUCK (SEE NOTE 3) Raved ay Rawl By RAW fir F.K llown F.K. .. • h. CONCRETE ANCHOR (SEE NOTE 1) f 1 1/4" • • MIN. • 1/4' MAX. SHIM DETAIL A ....._allNom 1 1/4" MIN,• • ' r o 1.1•1!111.,11 MI.11101141. ht..,..t.t t,.t,t,t,ttttttt. Il /lti • DETAIL C ..1. (CONCRETE OR CONCRETE BLOCK) 2x WOOD BUCK WOOD ANCHOR (SEE NOTE 3) (SEE NOTE 2) (WOOD) 1/4" J ! 1/4" MAX. i MAX SHIM I SHIM DETAIL B TYPICAL HEAD ANCHORAGE aEXTERIOR INTERIOR (BOTH HEAD DETAILS) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 /4' MAX 1 1/2" SHIMh 2x WOOD BUCK (SEE NOTE 3) DETAIL D NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" 534 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4' TAPCONS OR 1/4" 554 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx 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 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. AA 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2) (WOOD) ••... • • • •••• • • .• • • • ••• •• • ••• .• •• • • ••• • • • • • • Prnemdriklkamdartt • ••• ••• FIsaida • • • aIM W. • •• • •• I • NEE Dike 1/14/08 cery 5V1/05 Ibvliany A ADD NOTE 6 RE FLAT HEAD ANCHORS. Oxic J.J. 10110/05 1070 TECHNOLOGY DRIVE NOKOMIS. PL34276 P.O. SOX 1624 NOKOMIS, FL 34274 ANCHORAGE DETAILS Tag ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better law Half Crary Ma 4040-20 • ••• • • • • • • •• •••• •• • • • • • •• • Robert L. Clark, P.E. PE 139;12 Structural 36 1/8" MAX. 33 3/8" MAX. DLO oxxo 71 3/4" MAX. 25" MAX. 25" MAX. DLO DLO 36 1/8" MAX. 33 3/8" MAX. DLO 85" 1/8" MAX. DLO TYP. 96" MAX. 1 a ACTIVE ; \ I I I i (INACTIVE) I _ � - V� I ( I INACTIVE DEAD -BOLT ITEM 32 \ N SLIDE BO`T ITEM 21 \ TOP & BOT. �. LOCK OPTION ITEM 41 (ACTIVE) / / i 1 I if I A I I LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" ANNEALED) OPTION 2 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3)- 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) !\OOPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) 3.) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8.) CONFIGURATIONS: OXXO, OXQ, OX, XO X2C, X AND 0 13 1/4" HINGE LOC. TYP. 96" MAX. CENTERLINE HINGE LOC. TYP. ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER DETAILS A, B, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 13 1/4" HINGE LOC. TYP. } 36 1/8" MAX. 33 3/8" MAX. DLO 85 1/8" MAX. DLO TYP. 2 POINT LOCK OPTION ITEM 41 (ACTIVE) 39 1/2" 7YP. ii II it I e II II II II II cxc 37 1/2" MAX. 25" MAX. DLO ACTIVE '` DEAD -BOLT , ITEM 32 / 36 1/8" MAX. 33 3/8" MAX. DLO I I^- 6 1/2" MAX. 13 1/2" MAX. O.C. DOOR - SIDELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C. 0, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS • • • • • .• • • .••• • • •..• • • 21" MAX. O.C. CONCRETE 13 1/2" ... MAX. O.C. • •WOOD ••• ...; JYPICAL •. ALL • cO X • • • x • • . • •• •• .•.. • • • • • • • • • •• • • ••• • •••. • • •• • • .• . • •• •6" MAX. Robe L. Clark, F.E. FE #39712 Structural INDUSTRIES Revsd By: F.K. Revsd By: F.K. Drawn By: D.B. Date: 7/15/06 Date: 9/22/06 Revisions: E ADD CONFIG. REVISE ANCHORAGE Revisions:F-ADD FTL -2612 & MISC. MARKED CHANGES Dote: 7/12/99 A =WA ileirkelit AMa/IrRee N• de-6 )/07- D 9a 6 3; 2tia Mali Dade ..+te o a Description: ELEVATIONS OXXO & OXO 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 1 Drawing No. Rev: of 9 972 F • 85 1/8" MAX. DLO TYP. 96" MAX. 25" MAX. DLO ACTIVE 71 3/4" MAX. / / 25" MAX. DLO INACTIVE SLIDE BOLT \ ITEM 21 (INACTIVE) TOP & BOT. DEAD —BOLT ITEM 32 2 POINT LOCK OPTION ITEM 41 (ACTIVE) 0 N { 13 1/4" HINGE LX. TYP. CENTERLINE HINGE LOCATION TIP. 13 1/4" HINGE LOC. TYP. (� ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER A DETAILS A, B, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), ' WOOD (7) TYPICAL ALL CONFIGURATIONS 85 1/8" MAX. DLO 33 3/8" MAX. 36 1/8" DLO MAX. WIDTH it 21" MAX. 0.C. CONCRETE 13 1/2" MAX. O.C. WOOD 96" MAX. HEIGHT 9 X .37 1/2" MAX. 25" MAX. DLO 6 1/2" MAX. 13 1/2" MAX. O.C. 13 1/2" MAX. O.C. 6" MAX. 6" MAX. XC O R OX(XOSHOWN) 37 1/2" MAX. 25" MAX. DLO 36 1/8" MAX. 33 3/8" MAX. DLO 13 1/2" MAX. O.C. WOOD OR CONCRETE TYPICAL ALL X & XX 85 1/8" MAX. DLO TYP. 96" MAX(ACTYE) 39 1/2" TYP. - \ 11 \ \ _ - \ A — ' 1 , I ACTIVE 85 MAX. DLO TYP. B A 4X. 1/8" I I 111 I I II lil II I _ - e II 111 II '1111 \ , \ \ 2 POINT L OCK OPTION 4.131TEM 41 (ACTIVE) DEAD —BOLT / ITEM 32 / / i % / II / \ \\ 6 1/2" MAX. 13 1/2" MAX. O.C. 13 1/2" MAX. O.C. 6" MAX. 6" MAX. XC O R OX(XOSHOWN) 37 1/2" MAX. 25" MAX. DLO 36 1/8" MAX. 33 3/8" MAX. DLO 13 1/2" MAX. O.C. WOOD OR CONCRETE TYPICAL ALL X & XX 85 1/8" MAX. DLO TYP. 96" MAX(ACTYE) 39 1/2" TYP. - \ 11 \ \ ACTIVE I I \. II \ \\ II / / II 12 POINT LOCK OPTION \ \+ ITEM 41 it (ACTIVE) / DEAD —BOLT] :II ITEM 32 / II II // II / II / / .-- i • • • • • •• • • • • • • • • • • • • •• • 6 1/2" MAX. --�-- 13 1/2" MAX. O.C. DOOR - SIDELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS LL 21" MAX. O.C. CONCRETE • "'13 1/2' „WV. O.C WOODS .. • • ._. • • •• i ••. • •••• • • • S. •• •• S... •• • .••. • • . •• • • 1 • • • • •6" MAX. ••• •� • ••. • •• • •• •.. • • •.. efe Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Revsd By: F.K. Drawn By: D.B. Date: 7/15/06 Date: 9/22/06 Date: 7/12/99 Revisions: E- NEW SHT. ADD XX, X, XO, OX, 0 Revisions: F- REVISE ANCHORAGE MOW mum �� rr�! l�lfeNrs MaptsanN —0. Y0 D} D* 13T 7Qv8 Les\C14.:4.1 1. SSW um" Description: ELEVATIONS — XX, X, XO, OX AND 0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: Sheet: Drawing No. Rev: NTS 2 of 9 972 F COMPARATIVE 3/8" LAMI CONFIG. ANALYSIS (3/16" HEAT TABLE 1. - GLASS OPTION 1 Pr STRENGTHENED .090 PVB 1/8" A EALED) CONFIG. WIDTH HEI TS 83.750 WIDTH 79.750 83.750 87.750 • .750 95.750 0 30.000 +75.0 -75.0 +75.0: -75. +75.0 -75.0 5.0 -75.0 +75.01 -75.0 33.000 +75.0 -75.0 +75.0 - .0 +75.0 -75. +74.2 -74.2 +71.91 -71.9 36.125 +75.0 -75.0 +75 -75.0 +71.5 - -'1.5 +67.8 -67.8 +64.41 -64.4 X 37.500 +75.0 -75.0-47 0 -75.0 +7 . -75.0 +75.0 -75.0 +75.0 -75.0 Xx 71.750 +75.0 -75.0 +75.0 ' -75.0 +75.0 -75.0 +75.0 -75.0 +75.011 -75.0 OX, XO, OXO, 0)0(0 DESIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTIONS 2, 3 AND 4 3/8" LAM! (3/16" HEAT STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) 7/16" LAMI (3/16" HEAT STRENGTHENED .090 PVB 3/16" ANNEALED) 7/16" LAMI (3/16" HEAT STRENGTHENED .090 PVB 3/16" HEAT STRENGTHENED) HEIGHTS CONFIG. WIDTH , 79.750 83.750 87.750 91.750 95.750 0 36.125 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 +75.01 -75.0 +75.0! -75.0 X 37.500 +75.0 -75.0 +75.0 : -75.0 +75.01-75.0 +75.0 -75.0 +75.0! -75.0 XX 71.750 , +75.0 1 -75.0 1475.0 f -75.0 +75.01 -75.0 +75.0 1 -75.0 +75.0 I -75.0 OX, XO, OXO, OXXO DP (ALL HEIGHTS TO 95.750) +75.0 ; -75.0 X r j 8 AX 1---i I--- 4 "MMAX. IIIIII I! 1 DETAIL A (ASTRAGAL HEAD) DETAIL C (000R-SIDELITE HEAD) 8 4 MAX 1 I-- 4" MAX. NOTES: 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3.) GENERAL: DAY LIGHT OPENING (DLO) HEIGHT = DOOR HEIGHT -10 7/8 ". SIDELITE DLO WIDTH = SIDELITE WIDTH . -2 3/4 ". DOOR PANEL DLO WIDTH = PANEL WIDTH -12 1/2". 4.) THE DP FOR 12X, OXO AND OXXO DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDELITE (Q) COMPONENT. 5.) APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD. A. 1/4" ELCO TAPCON B. 1/4" ELCO SS4 CRETE -FLEX C. #12 STEEL SCREW (G5) 6.) ANCHORAGE: ANCHOR TYPES A OR B IN CONCRETE. ANCHOR TYPES A, B OR C IN WOOD. HEAD & SILL: 6 1/2" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. ANCHOR TYPES A OR B CONCRETE SUBSTRATE: HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR- SIDELITE INTERSECTION:. 4" MAX. ON SIDEUTE SIDE AND 4" & 8° MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR- SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS B & D. SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. DOOR JAMBS: 6" MAX. FROM CORNERS AND 21" MAX. Q.C. ANCHOR TYPES A, B OR C WOOD SUBSTRA HEAD AND SILL AT ASTRAGALS: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E & F. HEAD AND SILL AT DOOR- SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. ON SIDELITE SIDE AND 4 ", 8 ", 12, & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDEUTE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. X CONCRETE SUBSTRATE X X 11- I 1-- 4" MAX. 12" MAX. I 8" MAX. DETAIL B (ASTRAGAL SILL) 12" MAX. I ---1 4" MAX. 8 " MAX. DETAIL D (DOOR - SIDELITE SILL) 1-2" MAX. 8" MAX. --I 4 MAX. I( 1c X 11 IL DETAIL E (ASTRAGAL HEAD) DETAIL G (DOOR- SIDELITE HEAD) WOOD SUBSTRATE 11 X 16" MAX MAX. MAX. `I/' 8" . --I 4" MAX. X 11 X 12" MAX. '�y �� 8" 4f"MAX DETAIL F (ASTRAGAL SILL) X 16" MAX. I 12" MAX. 8" MAX. DETAIL H (DOOR - SIDELITE SILL) 4" MAX. •••• • • • •••• • • • •• • • • • •••• • • •••• • • •• • • • •• • • •• • • • • • •• • •• •••• • • • • • •• • • • •• • • •••• • • •••• • • • • • • •• • • • •• •• •• ••• • •• •• • •• ••• •• • ••,••• •� • • • T Robert L.. P.E. #Z PE 971 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Revsd By: F.K. Drawn By: D.B. Date: 7/15/06 Date: 9/22/06 Date: 7/12/99 Revisions: E- CONDENCE TABLES & REVISE ANCHORAGE Revisions: F REWSE TABLES & M -D ANCHORAGE. ADD DETAILS. PRODUCT DEMOS as vii* DAWNS kravisace ibilirstios � A� 21 4 L� MOW Description: DESIGN PRESSURE TABLES Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 3 of 9 Drawing No. 972 Rev: F 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) -1/8" ANNEALED EXTERIOR DOOR 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED IF3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED 1/8" HEAT STRENGTHENED .437 IF3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) .090 INTERLAYER (SEE NOTE) 3/16" ANNEALED 3/16" ANNEALED m 1#10 e EXTERIOR ® EXTERIOR EXTERIOR EXTERIOR !-I EXTERIOR GLAZING OPTION 1 .402 (3/8") LAMINATED IF3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED EXTERIOR .271 DOOR SIDELITES 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED .271 EXTERIOR SIDELITES GLAZING OPTION 4 7/16" LAMINATED DAR GLAZING OPTION 2 .402 (3/8") LAMINATED REFERENCE TEST REPORT: FTL -2067 SIDELITES DOOR SIDELITES GLAZING OPTION 3 7/16" LAMINATED NOTE: INTERLAYER MAY BE DUPONT BUTACITE PVB OR SOLUTIA SAFLEX /I<EEPSAFE MAXIMUM. Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: Date: F.K. 7/15/06 Revsd By: Date: F.i K. 9/22/06 Drawn By: Date: D.B. 7/12/99 Revisions: E —NO CHG THIS SHT 0000 00 000 • • • • • • S. •0• • • • • .. •0• 0000 •• • • • • • • • • 0000 • •• •• •• • • •• •• •. • • • • • •• 50 0500 •• ••• • • • • • • • • • •00• 55 000 • • • • 0000 • • • • • •. •00 •• • •• • • • • • • Revisions: F ADD SOLUTIA & EXT. Pile I r REVISED =lying with the Florida Atkitstasee -d D 7 DaIe i t�l � {.. k trt�•+ � Was w Description: GLAZING DETAILS Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: FD -101 NTS 4 of 9 972 F OUTSWING SEE SHEET 3 FOR ANCHORS ROUGH OPENING 3.00, SIDELITE SEE SHEET 3 FOR ANCHORS 7 3.100 ROUGH OPENING _1/4 MAX. SHIM TYP. 4.000 OUTSWING T 3.100 1 ACTIVE 37 1/2 6 INACTIVE 33 3/8 MAX. DLO EXTERIOR SEE SHEET 3 FOR ANCHORS ROUGH OPENING OX0 OUTSWING i 3.000 L INTERIOR A ACTIVE 25 MAX. I DLO --I 1.480 I-- 25 MAX. DLO INTERIOR ROUGH OPENING .890 HORIZONTAL SECTIONS ROUGH OPENING EXTERIOR THRU DOOR INTERIOR 96 MAX. HT. ®a 93.615 DOOR HT. 85" MAX. DLO 4.000 OUTSWING 1.479 RIOR Oor 1.489 1--- 3.000 ROUGH OPENING 1.479 INTERIOR 5.459 • • •••• • • 85 :1 /.8.�• .• DLO ••y••• • .• 4.586 T► : \(err• OSID�LITEL • • .• VERTICAL SECTIONS F---- 3.100 ----I .750 Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Date: F.K. 7/15/06 Revsd By: Date: F.K. 9/22/06 Drawn By: Date: D.B. 7/12/99 Revisions: E —ADD X & XX SECT. Revisions: F —ADO ITEM 47 & LOCK CIARIF1CA11ON raliCrearciariSEDwide the MAO Description: SECTIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 5 of 9 Drawing No. 972 Rev: F DETAIL "A" A A A A ITEM DESCRIPTION 1 DOOR HEAD /SILL (AL. 6063- T5/.062 WALL) DOOR JAMB (AL. 6063-T5/.062 WALL) DOOR ASTRAGAL INT. (AL. 6063-T5/.062 WALL) .250 x .187 FINSEAL W -STRIP 2 3 4 V.T. # VENDOR 60375 ALUMAX VENDOR # AF -10375 60376 ALUMAX AF -10376 60377 ALUMAX AF -10377 67924G SCHLEGEL CORP. F57924 -187 5 6 7 WSTP. CHANNEL (AL. 6063- T5/.050 WALL) FRAME JAMB (AL. 606.3-T6/.050 WALL FRAME HEAD AL. 6063- T6/.050 WALL) 8 10 1 1/2 x 1" PAD 60379 ALUMAX AF -10379 60380 ALUMAX AF -10380 60411 ALUMAX AF -12376 Outsw. Threshold (AL. 6063- T6/.062 WALL) 5/16x18 THREADED ROD 61069 ALUMAX AF -12375 6TRODA FASTEC INDUSTRIAL 11 Truss Clamp (AL. 6063- T5/.062 WALL) 60378M ALUMAX AF -10378 12 5 /16x1 /16 TRUSS WASHER 7WASHA FASTEC INDUSTRIAL 13 14 5/16x18 TRUSS NUT FRAME SCR. COVER CAP 7JNUTA FASTEC INDUSTRIAL 41722W PGT INDUSTRIES 41722W 15 STRIKE PLATE 7955X CAMCORP 16 STRIKE PLATE INSERT 41721 PGT INDUSTRIES 41721 17 18 10x3/4 SCR. FLT. HD. PHIL HINGE ASS'Y. 71034A MERCHANTS FASTENER 7FRMOW NATIONWIDE IND. 19 20 21 10x.625 SCR. FLT. HD. PHIL 10x1 /2 SCR. FLT. HD. PHIL. 22 TOP /BOTT. SLIDE BOLT LOCK (INACTIVE PANEL) 6x1/2 FLT. HD. PHIL. 71058FP 710X12PPW 41720 MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES 41720 7612FW MERCHANTS FASTENER 23 8 x 1 SCR. PAN HD. QUAD. 24 6x7/8 SCR. FLT. HD. PHIL. 781PQA FASTEC INDUSTRIAL 7PWSWA FASTEC INDUSTRIAL 25 LOCK SUPPORT ASS'Y. 4UBLOK PGT INDUSTRIES 4UBLOK 26 27 6x3 /4 FLT. HD. PHIL. .200 x .190 QLON 7634F FASTEC INDUSTRIAL 6Q200K SCHLEGEL CORP. Q200X190 28 .375 x .190 QLON 6Q300W SCHLEGEL CORP. 29 JO 31 3 POINT LOCK ASSY. (ACTIVE PANEL) LOCK (ACTIVE LOCK (DUMMY) FD3PTAY PGT INDUSTRIES • ,,75x 190 FD3PTAY 7LOKAP HARLOCk .'• • '1'b0 •.. ••. • 7LOKIP HARLOCK'• • 32 DEAD -BOLT LOCK 78LT1P 33 Rolled Alum. Glaz. Bead 65163 HARLOCK FLORIDA. SCREEN • • • �. ••• 45 -163 34 SILICONE SIDELITE JAMB (AL 6063- T67050 WALL) 62899C DOW COPJtiWQ, 899 35 60381 36 SIDELITE HEADER (AL. 6063- T6/.075 WALL) 60414 ALUMAX•• ALUMAX •••_ Qz E UIV. ••• • Or-•1 0381 • A9 - 10414"; 37 SIDELITE BOTTOM RAIL (AL. 6063- T6/.075 WALL) .402 Laminated (.187 HS/.125 Annealed w/ Dupont or Solutia Saflex /Keepsafe Maximum Inner Layer) 60415 ALUMAX' . . A A A A 38 Butacite PVB 39 SEAM SEALER 6SM55W 40 41 42 SIDELITE JAMB ADAPTER (REINFORCEMENT) 2 POINT LOCK OPTION (ACTIVE PANEL) #8 x .750 Ph. Fl. Tek 61641 PPG. LOP • • • x.10413•• ••• ••• • SCHNEE(Mc7RE1 -LEAD .(„ 5504 ... ALUMAX � 7978LAB 7834FPT • 41 - •11641_ SULLIVAN &• ASSOC. SPENCER. PRODUCTS. •'• ••• • • ••• • •.• • ••• • 43 44 45 46 47 .402 Laminated (.187 HS/.125 HS w/ Dupont Butacite PVB or Solutia Saflex /Kee safe Maximum Inner Layer) DOOR ASTRAGAL EXT. 6063- T5/.062 WALL) 7/16" Laminated (3 16" HS & 3/16" Annealed w/ Dupont Butacite PVB or Solutia Saflex /Keepsafe Maximum Inner Layer) 7/16" Laminated (3/16 HS & 3/16" HS w/. Dupont Butacite PVB or Solutia Saflex / Keepsafe Maximum Inner Layer) FILLER HEAD ADAPTER, DRIP CAP (AL. 6063- T6/.050 WALL)1 6533016 j6984 PPG. LOF • • KEYMARK 1154 PPG. LOF PPG. LOF ALUMAX 45626 Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Date: 7/15/06 Revisions: E— REMOVE QTY. COL. Revsd By F.K. Dote: 9/22/06 Revisions:F -ADD ITEM 47 CLEARIFY LOCKS 41 & 21 Drawn By: Date: D. 8. 7/12/99 Description: supawr REVISED =with tie I od& ipliratkal A 7• - Date g 4* . .� BILL OF MATERIALS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 60X 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 6 of 9 Drawing No. 9 72 Rev: F 4.000 1.750 .062 -- 1 DOOR PANEL HEAD & SILL 1 6063 —T5 ALUM. .050 .250 --1 L WEATHER STRIP CHANNEL 6063 —T5 ALUM. 1 S HINGE EXTRUSION 6063 —T5 ALUM. 4.100 1.750 .062 -- DOOR PANEL JAMB 2 6063 —T5 ALUM. .125 1.500 1.272 11 TRUSS CLAMP 6063 —T5 ALUM. 4.100 1.750 .062 --- DOOR PANEL, INTERIOR ASTRAGAL 6063 —T5 ALUM. 4.675 I 1.479 OFRAME HEAD 6063 —T6 ALUM. 4.675 1.750 .062 --- 4.100 DOOR PANEL, EXTERIOR ASTRAGAL 6063 —T5 ALUM. 3.000 1.480 -- .050 3.000 OUTSWING THRESHOLD 6063 —T6 ALUM. • • • • • • • QFRAM JAMB • 606.8216° ALUh11. • • • • •••••• • • . • . • •• • • • • • . •••• • •• • •••.• • • • .• • • • • • •• •• •••• • • • • • • • • • •••• •. • . • •••• • • • • • • •• • •• • • • • • • •• • Robert L Clark, P.E. PE #39712 Structural Revsd By: Date: F.K. 7/15/06 Revisions: E— UPGRADE ALLOY,6,7 &9 Revsd By: Date: F.K. 9/22/06 Drawn By: Date: F.K. 9/9/02 Revisions: F —NO CHG THIS SHT !'111V1ii9ID SM ft Cede Florida Adipte.ee1140 w -a &C 74 1.L4d �lrllilr Description: EXTRUSIONS PROFILES, DOORS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: FD -101 NTS 7 of 9 972 F 4.586 SIDELITE BOTTOM RAIL 37 6063 —T6 ALUM. —1 .830 .050 2.980 4 0 SIDELITE JAMB ADAPTER 6063 —T6 ALUM. SIDELITE HEADER 36 6063 —T6 ALUM. 3.655 .890 3.111 1.400 .050 FILLER HEAD ADAPTER 6063 —T6 ALUM. .050 1.578 —1 3.000 SIDELITE JAMB 3 5 6063 —T6 ALUM. .550 • • • •••• ••• •• • • • • ■• • • • • • ••• •• • ••••■• • • • •.•• •• • • • • • • • • •••• • •• • • •■ •• • •• • • • • • • • • • •... • • •••• • • • • • • •• • • `•• •• • • • • •• M�N� i!edev • •. • • Z % /dam Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Date: F.K. 7/15/06 Revsd By: Date: F.K. 9/22/06 Drawn By: Date: F.K. 9/9/02 Revisions: E— UPGRADE ALLOY, ALL Revisions: F —ADD ITEM 47 the Media Milipteace Ns —Cr INVIndos Date I14 U�14� G allvides Description: EXTRUSIONS PROFILES, SIDELITES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 8 of 9 Drawing No. 972 Rev: F • 1 3/8" MIN. f ' lx WOOD BUCK (SEE NOTE 2) s. q -/� `. •a . "de 14' 4Q•. CONCRETE ANCHOR (SEE NOTE 1) TYP. HEAD WOOD ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM --IL- TYP. JAMB CONCRETE ANCHOR (SEE NOTE 1) 1/4" SHIM 1 3/8" MIN. 2x WOOD BUCK (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 1) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) 1/4" r MAX. SHIM TYP. HEAD 1/4" MAX. SHIM —d] 1- TYP. JAMB /12 FH SMS 1/4" MAX AT JAMB SPACING SEE NOTE 4 (SEE NOTES 6 & 7, SHT. 3 1 3/8" MIN. WOOD ANCHOR (SEE NOTE 1) 1 3/8" MIN. 1/4" MAX. SEE NOTE 4 TYP. SILL TYP. JAMB /SIDELITE 2x WOOD BUCK (SEE NOTE 2) 1x WOOD BUCK (SEE NOTE 2) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE —FLEX. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5), 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE —FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 Z1 /4 ". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, WHERE REQUIRED, TO BE #12 TRIMFIT HEAD. 1 3/8" MIN. Ix WOOD BUCK (SEE NOTE 2) , • °e • . a • A .q Q . 1la ��I, v . • a I. • : Q I I • 1/4" r MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) 1 I a° 3/8" MIN. ;,•" : •• ' It •'. . v•. ". �J I a • v • T` 1 3/8" MIN. • a v °• a ° 1 3/8" MIN. 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD'••••• • WOOD ANCHOR •• • • V (SEE NOTE 1) TYP. SIDELITE SILL TYP. SIDELITE SILL • 00.41 • • •••• • • 4141 4141 2x WOOD BM... (SEE NOTE V • • • • • • •• • • • • •• • • • • • •• • •• • • • •••• •• • • • • •• • ••a••• • •• •• ••• • I • •• ••• • I • ••.SI•• • ••� •• •• ••• • • • • I • •41.1••• • I • 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. r Z? /66 obert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Date: F.K. 7/15/06 Revsd By: Date: F.K. 9/22/06 Drawn By: Date: D.B. 7/12/99 Revisions: E— REVISE ANCHORAGE Revisions: F— NOTE 1 EDGE DIST. '�evi58D 1� tt: FleridB g ..�8 Description: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 9 of 9 Drawing No. Rev: 972 F LA FINESTRA, LC SERIES: EKU 53 OUTSWENG ENTRANCE DOOR (HIGH LOAD) 1- .1.1 -.-.4 GLASS SCI- EEDULE L MISSILE IMPACT RESISTANT GLASS CHART TYPE MAX. DLO. MAX.. DESIGN PRESSURE G -1 21 3/4 "X85' +110.0, -110.0 P.S.Fi GL -2 34 "X85" +110.0, -11O G P.S.F. • • • • • • • SEE ANCHOR � ON PG. 4 FOR ANCHOR TYPES & SPACING TYPICAL CONFIGURATIONS • • MAX. NDOW SIZES SHOWN MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MUUJOI�S BETWEEN • EACH 0008 FRAME (SEE ALTERNATE CONFIGURATIONS BELOW) SEMEN tins s� BUST USE ANCHOR CUPS AS t PER NA. MIAMI—DADE. co. APPROVES &WON SMVEEM . NO1E: MUST USE Mt U. 3N ANCHOR � eCA. NOTES: I. THIS SYhltM HAS sEeN DESIGNED TO COMPLY VIM 174E REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE AS DESCRIBED IN 714E "2004 FLORIDA BULLING CODE" • • • • • 2. TICS WIDOW SYSTEM HAS BEEN TESTED, ENGNEERED AND APPROVED FOR DESIGN PRESSES NOT TO EXCEED THOSE SHORN IN SCHEDULE. 3. BUCK, MEMOS & .BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPLICATION. THE DESIGN & ENGINEERING OF BUCKS SHALL BE PROS BY "THE ENGINEER OF RECORD" 4. BUCK FASTENERS MAY NOT EXCEED 16" 0.C. SPACING AROUND OPB,INGS. 5. 714E SYSTEM SHOWN HEREIN WAS IESIED FOR WATER. AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSINIE TESTING IN CONFORMANCE FORMANC E NTH DADE COUNTY PROTOCOLS PA -201, 202 & 203 UNITS MAY RE INSTALLED SIDE. BY SIDE OR STACKED WITH MIAMI -DADE COUNTY APPROVED MULLIONS BETWEEN EACH DOOR FRAME AND OR TRANSOM FRAME • • • • • • • • • • .090" DUPONT MATE PVB RiTERLAYER BY EL DUPONT DE NEMOURS & CO.. INC 3/16" (.182') NEAT STRENGTHENED MNSTIORS FOR WOOD WICO SUCK SY CIDERS ti WOOD FRAMING t1O.2 S.Y.P. ANCHOR CLUSTERS AT OF FRAME Tom. AT WAD & SILL QTY. A( AT )ice (CLUSNR) lieD ST03. Q. ANCHORS A�T MO-PONT (=SW MID 2 SPACED 2 tf2` APART 2 SPACED 2 142' APART 2 SPACED 2 VI"' APART 2 SPACES 2 1/2' APART 3 SPACES 2 t/2' APART .3 SPA D 2 9ji APART 3 SPACED 2 942' APART >90--1 SO P.S.F. ANCHOR titElERS AT OF FRAME Tom. AT NEM 8 S U. ANCHORS AT JAMBS OMR Cj 4 SPACED 2 t/2" APART WACW 2 t/2" APART SILL DETAIL A.A. OThIPLIAlEr 7 SPACD 21/2* pima )90-1t0 P.S.Q. d SEALANT MED AT sits: TIIP. DOOR PANEL CORNER DETAIL BILL Or MATERIALS DESCRIPTION MATERIAL LOCATION Z16012 Z16014 100-120X 5/VENT N/A 2 et. LITE or sass 2509 2 rj .T.40,4 j710]w,24p 4' LG. TWO— PIECE HINGE ASSY. 1/4" X 1/2'X3' LB. StrmING BLOCK FWSHBO.T SIREE PLATE 4" LONG Z17173 STRIKE PLATE FOR LOCK SYSTEM ®Z16012 PANEL HEAD /JAMB /SILL ZAMA/S.S. 7JNC/IRON /S.S. PANEL JAMB (ASTRAL ILA. SIDE ONL PANEL .1AN93 PANEL JAW. PTA. OMB AT TOP & BOTTOM 16 47 18 19 20 21 FLUSH BOLT (HEAVY DUTY) WEAVERSTRP GASKET WEDGE GASKET. # 10 x 2 1/2" FW.SMS. (ASSET, Y) T 8 x 1 1/2" FH.SMS. (ASSEMBLY) 1 4" i31A. TAPCONS INSTALLA 14 3C 3 4" Fit SMS. PANEL CONTINUOUS STRUCTURAL SILICONE STS STEEL EPDM PLATED STEEL, PLATED STEEL COATED STEEL 24 --- SEE E1EV. #14 F.H. WD. SCREWS ONSTALLABON 04 4t95 GLAZING BEAD 0 Zt6014 ASTRAGAL 1fi 7011 — REGAL SILL PRODUCT REVISED as same with th Melds 0nkt rz Cods Acts ae No Ex roam Da .y FIN- 818/05 • • • • • • • • • • • • ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS ANCHORS DETAIL A ANCHORS DETAIL A Cc . i -r- H H ♦ l`' l/ M7 0 l--/ ,11 i 1./ W1 I- W2 W W = W 1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 i NO k 1. THE 33 1/3% STRESS INCREASE HAS SHEETS 2, 3 AND 5. 1 W ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS /r\ i "J. \\\ �� / -"1 /T H %/ / _/ l_/ � 0 --) (-\ l--/ � H 4_ W2 4' W3 W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "B'; "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS MULLIONS H 1 ■ k i W1 ti i W W2 MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED .& TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS LA TO THE STRUCTURE. / k J i I2 H1 H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULLION MULL LENGTH = W . . QUANTITY AND LOCATION, REFER TO • S • .. • .... • • .... • • • .. • • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F.K. Dat 5%3 %6 Revisions: 0 —ADO NOTES 5 & 6 Revsd By: F.K. Dot 5/8/06 Revisions: C —ADD TECH. REFS. Drawn By: P.J.P. Description: Date: 4/28/00 1" STANDARD WALL, ELEVATIONS Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 1 of 5 Drawing No. 6220 Rev: PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK !7 " MULL= " 2 MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO PGT 1 x MULLION INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE FOR 1" MULL -4" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 SCREW, SEE NOTE 3 I' PGT 1 x MULLION 2" OR 4 "--1 SEE NOTES 2 & 3 2 MIN. 28(TYP) 118 (TYP) ANCHOR EMBED. SEE NOTE 2 I 1" WOOD % BUCK 28(TYP)11(TY 2 MIN. SEE •' NOTE 1 • #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 •.• .:.,. • .... • 5f2 144 ..di..• _• .w. TYPICAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADS COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1• °•,;: IS 2 1/2" MIN. EMBEDMENT: TAPCONS 1 1/4" CRETE —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. PGT 1 x MULLION -- 2" OR 4"7 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" F-2" OR 4 "i #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT T TO INTERFERE WITH EACH OTHER) SEE NOTE 3 2 MIN. -- ! 2g(TYP)11 TYP ® ' SEE NOTE 1 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK MASONRY ANCHOR, SEE NOTES • a• • & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" • • • aspliemitkl:34:ENEW. • ae dellis esPt a �� � Ae •• • • • • •• • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. ot 5Dl3 %6 Revisions: D- MODIFY NOTES 3 & 5 Revsd By: F.K. 5/8/06 Revisions: C —ADD EMBED. DETAILS Drawn By: P.J.P. Date: 4/28/00 Description: 1" STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 2 of 5 Drawing No. 6220 1 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 'A' 1 11/16 3 11/16 AMAX. A/2 4MAX. F LA_J +� - BMIN.TYP.�8MIN. 14MAX. } 14MAX. TWO (2) ANCHOR ® FOUR (4) ANCHOR LOCATIONS LOCATIONS NOTES': 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 1" MULL CLIP IN/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG /1099 A/2 i0A41 .J LA� ONE (1) ANCHOR LOCATION (3)EQ. SP. (A -3/4)/ - -gMIN. TYP. ® THREE (3) ANCHOR LOCATIONS • • • • .... • • .... .. • • • • • Robert L. Clark, P.E. PE #39712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Retied B . Dat : Revisions: F.I( 5/3 %6 D —NO CHG THIS SHT INDUSTRIES Revsd By: F.K. l7at 5%8/06 Revisions: C- REVISE SPACING Drown By: P.J.P. Description: Date: 4/28/00 1" STD. WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 3 of 5 Drawing No. 6220 R ,4, NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 --8 (TYP) 1 i 14 1 x STD. WALL MULLS MAT'L: 6063 —T6 (UP) 0000 . • • • 0000 000.00 - • • • • 000 00 • • • • 0000. • • C... •• • • • TO BE • USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural INDUSTRIES RevsF 8y Revsd 8y Revisions: B —NO CHG THIS SHT. Revisions: C —NO CHG THIS SHT Drawn By. P.J.P. 4Da e: 28/00 Description: 1" STD. WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: lx Sheet: 4 of 5 Drawing No. 6220 Rev: CHART 1. - 1 x2x.125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130. 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 129 115 107 104 103 103 103 103 103 103 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21 20 20 20 30 26 23 21 19 18 18 17 17 17 23 20 17 16 20 17 15 18 15 CHART 2.- 1 x4x.125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 ' 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B ( N w 2 C.) z MULL LENGTH IN CLIP TO MULL 42 48 50.625 54 60 63 66 72 1"76 78 84 90 96 108 111 144 (3) B 170 (3) B 170 (3) B 170 170 170 170 170 170 170 170 170 170 170 170 157 170 160 141 170 145 (3) B 127 142 120 105 120 111 88 72 59 41 38 102 94 75 60 50 35 32 90 83 65 53 43 30 28 170 170 170 170 143 128 115 (3) B 170 170 (3) B 170 170 (3) B 170 170 (3) B 17 (3 0 170 170 (3) B 170 170 170 162 134 119 106 170 158 127 170 124 108 100 96 170 157 122 170 157 157 122 106 106 106 Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1 /4 " SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. 9 92 92 95 74 59 47 38 27 24 74 68 53 43 35 24 22 81 77 69 s' 63 49 39 32 22 20 5 60 46 37 30 20 19 74 63 57 44 35 28 19 17 72 61 55 42 33 27 18 16 71 59 53 40 31 24 16 17 Robert L. Clark, P.E. PE #39712 Structural • • •••• • • •••• • • • • • •••• •• • • • • palm 1i: i' r W • • as onevibing withdr • •• •• • • ••. • TO BE USED ONLY f�T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 WITH PGT INDUSTRIES PRODUCTS Revsd By: Date: Revisions: F.K. 5/30/06 D -NO CHG THIS SHT Revsd By: `� F.K. 5/8/04 Drawn By: P.J.P. Description: 1 " STD. WALL, PRESSURE CHARTS 1 & 2 Title: _ALUMINUM TUBE CLIPPED MULLION Scale: Sheet: Drawing No. Rev: NTS 5 of 5 6220 D Series /Model: MULLS Dote: 4/28/00 Revisions: C— MARKED CHANGES