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WS-09-1434Permit Number: WS -8 -09 -1434 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 123199 Inspection Date: September 29, 2009 Inspector: Bruhn, Norman Owner: KONCHAK, WILLIAM Job Address: 1250 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050090580 Phone: (305)253 -5211 Building Department Comments Impact Windows 17 Passed Inspector Comments (ic____ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 29, 2009 For Inspecti*ns please call: (305)762 -4949 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. �, — 1434 /1-- TAX FOLIO NO. � o✓ _dog° STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1.1111 11111 111111111111111 #11111111111111111 'L:F"N 20098 a62426-5a. OR Bk 26993 P9 3224F I.1ps) RECORDED 08/27/200]9 15:33:04 HARVEY RUVT!'Ir CLERK OF COURT M AMT -DADE COUNITY? FLORIDA LAST F'AGE // __ Space aboovve�re`seerved for use of- recording office 1. Legal description of property and street/address: 1050 FT /, E /2 Lo-t I [o e,Coc4 1/ p�j_ 1-3/2Q /, -D XE g� c-r /a aeei o / FA. 33 /3 . 2. Description of improvement: A/EZ(J p. ,A1.4D L 1.9$ 3. Owner(s) name and address: Interest in property: pa5rj r Name and address of fee simple titleholder 4. Contractor's name, address and phone number 1,/a42/41 ACC[�S , £1Ilr/PO.46) eh . 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following persons) taiidTti kaic#t(Q' A' ' Rgtieed provi Name, address and phone number: I HEREBY CERTIFY that this I. vi t y of the 713.13(1)(b), Florida Statutes. i� 0 9. Expiration date of this Notice of Commencement: " " "rni� -r. anz a��i�� �: y p�... e ex iration : , y . 1` date : ^�'l , (� P �,1 / /Liy � 'i', -. �'_ •ate WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRA i� �• • F THE NOTI / o F COMMENCEMENT f E- CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER'713, PART I, SECTION 713.13..FLORID.. TATUTES, AND 'AN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO' R LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Q;6 Sign -tub Owner By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument w By ❑ IIn,dk'vidually, or LI as for l51 Dersonally known, or Li produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) 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. Signatures) of Owner(s) or Owner(s)'s Authorized Officer/Director /Partner /Manager who signed above: By By s) • ner(s)' • , ze • r /Director/Partner By Prin Titi e' ce o :fore me this r day of Ail OS/ Its -�3 t 123.01 -52 PAfF 3 ttm7 0211912011 NOTARY PU-ELIC: . Commission # J' •. DD642145 O, g BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION FBC 2004 Permit No. US- 8 -11"1 I COL/ Master Permit No. Permit Type (circle): Building pp RoofinlIg�� Owner's Name (Fee Simple Titleholder) 11) 1 U !Afr(' 14 . k ,FiChaV_ Phone # Owner's Address 1 S G N q S City i 0114 A 51\ o re 5 State 1 C- Zip 3 r 5 7 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 331 2 FOLIO / PARCEL # /1 — 3 S' - 00q °- O5 9 Is Building Historically Designated YES NO Contractor's Company Name 11W/t t 11 (p (&5 s 4- Oi 1o( OW Phone # 310`� a�' ` Contractor's Address 44 80 10 s 4 S t_ • City 14 1 & ( ea, Y \ pp State FL Zip s Qualifier Name YCWA i (1 ( � aSS RG.o J (Du er f ex 0 Phone # 1260 de.- 9- ST State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) U0 Vl A 12--clAwcioop hone # �os)a53 -5ai 0 Value of Work For this Permit $ , �i a 1.00 Square / Linear Footage Of Work: 0 6,/ ° 74' SF Type of Work: ['Addition [JAlteration ['New • IA./Repair/Replace ❑ Demolition Describe Work: m ad w t r-a Do t_6 s (1.4) Cft ` *12 * ***** *****:x* *** *****:x ****** * **** Fees: x: x*a ::x***** * ** ** *** **** * ** * *** ** ********* ** Submittal Fee $ Permit Fee $ D70 CCF $ S • Notary $ pp ��Q� Training/Education Fee $ l • ISO Technology Fee $ Cg 1 5 i Scanning $ 6 6O0 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 Cr. 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 FL P.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectio be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 6 F Signature Contractor The foregoing instrument was acknow ed before me this day of , 20O�, by L /(j 4-t-1 KO(?C14-1 day of 1�i- , 2009 , by (wet rer0 who is personally known to me or who has produced who is personally known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: wiwitii NOTA' ' P Q:: ',Sign: 11.471— ele ��.Oy 0211912011 .. PUBLC'cint NOTARY _ My Commission Expires: oail q / ,)d 1 1 Comm is?s oo # Vly Commission Expires: low 9$ ****** * * *.x*.x***.x,x*.x*** * ***** :** x*** *** * * *' 6x4 1154 �,�ggam x *�x�x�x�x.>< *�x�x�: *�x�x� *** * *:x�:�:�x*** ***. ,x ** �x x�x x�x r<�x *�x rF OF ' \-Q' \\`� on 1111111 as identification and who did take an oath. RO A I. PALACIOS Public - State of Florida Q y Comm 4 on Expires Dec 28, 2009 APPLICATION APPROVED BY: G (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Building Depa ent Product Approval Schedule / Comparison Chart Address: /43.5eAlE 9 T Opening Description of Windom Product /Lenience Product Amon' Opening Design Rough Opening 21i) or Door or Mullion Number &sign Prenure ' Pressure Size Permit No. Shutter Re olred Na Yu) Molllou Roggnlrcd Yes 14o xnt sat ( +) PS'P' D - aP/J7 D9 0 ?d 0320,00 09.10322 .00 - / / /2m /a 06-ear el r,/ -r (+ ) PEP () PSF sy� - x'9.80 -69.30 7i-so -16 SP' ../.3 620/8 0 1956 12 -5q. 00, r ©1rO sy . JO"3 vX3Pj /JO /x6,3 s�D 490 W /4 � v 72 go/sr iii 00 TX 0-a l6' NO �m BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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 High Verity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75 ". and /or--Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. comer distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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 sale, 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. INSPECTIOPj;.AFppyofthi ,enure NOA shall be provided to the user by the manufacturer or its distributors and shall be atailable'of jptct o at tlee job site at the request of the Building Official. This NOA renews Ni3A:# D7t1$01� coflsists of this page 1 and evidence sheet E -1 as well as approval .. .. .. • • • •• document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI DADE COUNTY, KARMA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SU1TE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buitdingeode, •• • • • • • • • • • • • ••• • • •.• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • .• • • • •e• • • • • • • • • • • • • •• •• • •1• • • NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 POT Industries N TICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of alums. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Saluda Inc. for the "Saflex 11IG Clear or colored Interlayer", expiring on 05/21 /11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. • • • • • • •• ••• • • • • • •• • • • •• ••• •• • • • •• •• • • ••• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E-1 t4I44c 1. Llftott414. Ishaq 1. Chant's, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCC) 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 AHT (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 "111(710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision 'V' dated 0015/2007, prepared by PGT Industries, Inc., dated 08/1W2007, signed and sealed by Robeat L. Clark, P.13., 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 AZssile and Small Missie 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 distlibniqrsonti. shell be available for inspection at the job site at the request of the Building Official. This NOA 114 s ] QA3 a J6- 0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as:appreetial:dcreulnt:oWtOntimled above. the su'bmrtted'docrumenthtibfl was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA MBTRO•DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 .miamidade.gov/buidlnacode ••• • • • • ••• • • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • • NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries. Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUMMED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YrL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Masi le Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Subbed under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM- 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) • • • • • • • • • • • • • • • .. • • •• •.• •• • • • •• •• • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • •• • • • • E -1 ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • ••• : PGT Industries. Inc. NOTICE OF ACCFiPTANCE: EVIDENCE SUBMITTED, C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, 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 01105 /2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Saluda Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s F'1'L- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largacspada, P.E. (Submitted wider NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to POT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. •• ••• • • • • . .. • • • • • • • • • •• • ••• •• • • • •• E -2 • .• • • • . • • • • • • • • • •• •• Manuel Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 } MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nola, FL 34275 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.buldineood+�c►nlineca►m 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 Mani-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Alumimaum Single Hung Window - APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Ahmn. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13106, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, andtor 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 NO i,,rev s NOA # 05- 1018.01 and consists of this page 1 and evidence pages E-1, E-2 and E -3, as well as:tpprova3 doomphnie aka% above. The subtittedo�nge tai on as reviewed by Manuel Perez, P.E. •.. •• • • • •.• • ••• • • • • • • • • • ••• • • • • • • • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • 0 NOANo. 07. 0322.06 E piratlon Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 911/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4958, dated 10/03 /06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA h{05- 1018.01) .... . • • • • • • • • • . . • •• • • �• • • • • • •• ••• •• • •• •• • • • •�. • • • • • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• E -1 Manuel Pe Proms Control NOA No 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: dine 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. b°1"L -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) & Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, PE. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P •• • Sub I • (Submitted upd�rpreveous NOA #OS l0 X01) •• • ••• .. • _ .o./ • •• Manuel P Product Control a, ., NOA No. 07 1 ,' 06 • • • • • • • • • •' • • Expiation Date; March 23, 2011 • •. , • • • •. • • ▪ • Approval Date: June 07, 2007 • • • ▪ '•' • • • E -2 • • '�• • • • • ••• • • • • • • • • • • • ••• • • • ••. ••• •• • • • • •.• •• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SVBMITT D 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. lTL- 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, PE. (Submitted under previous NOA NS-1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05 /05, signed and sealed by Edmundo Largaespada, P.E. (Submiaed under previous NOS! #051018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE L 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 Butaclte@ PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 034827.08 issued to Solutia Inc. for their " Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23 /06 and expiring on 03/23/11. ••• ••• • • • • • •• • • °°°°°°°°°°°° •• ••• •• '• • . ••' •• • • • • • ••• • •• • • • • • • • • • • . •• • • • • • • • • • • • • • • ••• •. • • • ••• • • • • • 0 • • • • • • •• • • • • . •. • •• •• • • ••• • • • • • • • • • • • •' ••• • • • • • • • • • • • • • •• 00 E -3 „, . product 1 1 I A I a:,< I::: NOA No. • 4 06 Expiration Date: March 23, 2011 Approval Date: Jane 07, 2007 COUNTY BUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration 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 1 "X Heavy Wall Aluminum Tube Clipped Mullion L.MI. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufactures 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 amber 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.t OA, reins and revises NOA # O i- 0528.05 and consists of this page 1 and evidence pages E-1 and E -2, as wed as aprtonl:docuenant n tt oncd above. Thy ssbnu$e4 'novas reviewed by Jaime D. Gascon, 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 wwv.buildingcodeonline.com .• • • • ••• •• • • • • • • • • • • V.. • • • • • (•v • . • • 0 • • • • • • •• •• • • • • • • ••• • • • • • ••• • • ••• • • • • • • • • • • • • • •• •• • NOA No 06- 0125.07 E pirattonDate: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT In NOTICE OF ACCEPTANSE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS FBC, TAS 202 -94 1. Test reports on 1) Uniform Load Static Mr Pressure Test, per 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 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" FBC, TAS 202 -94 2. Test reports on 1) Uniform Load Static Air Pressure Test, per 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 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. %TI.2903, dated 01/05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" FBC, TAS 202 -94 3. Test reports on 1) Uniform Load Static Air Pressure Test, per 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. FTL -2975, dated 01/23 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS with FBC-2004, 1. Revised Anchor Calculations and structural analysis, complying prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. •• •11110 • • • • • •• • •• • • • • • .s • • • ^• ••s '•• '„ • • • ••' • •' • • ••• ' . •• • • • • • • •• • •• • ••. • • • • ••• • • • • • • • • • • • • • • ••• • • • • • •s• •• •• •.• •s• • • • • • • • • • •• •• • • E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06. 012507 Expiration Date: Jane 2011 Approval Date: July 21, PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06128/06. Os • • • • • • • • • . •• • •• • • • •:• 00: ••o :•• ;' ''• •• • • ••• • • • • • • • • ••• ••• • • • • ••• • • • • • •• • • • • •• • • • • • • • • •• . • • • ••• • • • • • • ••• • • • • •• • : •• ••• • • • • • •• ••• •• • • • • •• • • • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 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 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, dililkk INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10 -12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2000,LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • •• • • • • • • • • • • •• • • • ••• • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • •• • •• ••. • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • PRODUCT RENEWED as Bedding Code the Florida Ateeptanee No4-- tIJZ•/0 Exp[naea Dab 2 / /q! 246I By ) DM; on PRODUCT REVLSED maneeplyies with lee Florida Acceptance Na 0 •.;,, _ .00, Date ,;, =lGlfi 0 D9 JP, -r Product Central Is B • gdw Ravad BY F.K Data: 4/4/07 B CHG. NOTE 2 TO REF. ASTM E 1300 -02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE BAND ADD NOTE 7. Vesta are .K • III ••F.KG Data: 12/15/03 t A REDUCE ANCHOR SPACING Checked By: 7/14/03 Date. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTES & TABLE OF CONTENTS 'tmx ALUMINUM PICTURE WINDOW, IMPACT setieenuomr ttix Shalt gaming Ate PW-701 NTS 1 of 12 4259 -4 ••• • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • .. 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE f OR 7/16" LAMI GLAZING DETAIL •� '•. FLANGED OR INTEGRAL FIN FRAME • •• (FLANGE FRAME SHOWN) • • • • • • •••. • OBS: OUTSIDE 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OR 15 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED as complying !Wing Code the Fetich Expiration Date Ott HY PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No O — • Ob Expiration Date Otte: • • per F.K Date: 4/4/07 Revisions: B NO CHANGE THIS SHEET ra 12/15/03 A NO CHANGE THIS SHEET Checked By 7/14/03 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 r Visibly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT PW-701 Eiceskr FULL stoat 2 of 12 4259 -4 B �/7 t L Clark, P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. • •• • • • ... EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. 1 48" MAX. 1 NOTE: o'KOF2e1NCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92 1/4" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. t 44 1/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED as g with the Florida Code Aga No 2. Expiration sec /4 ay Divides PRODUCT REVISED as complying with the Florida Balding Code Acceptance N. Expiration Date 9, of Revisions: Rend By F K: ease: 4/4107 ReWslontc B UPDATE ANCHORAGE NOTE Nowa Data: 12/15/03 Rem: A NO CHANGE THIS SHEET atedted ey 7/14/03 t 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Visibly Better Dasatptioir FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS Sheet 3 of 12 DrawkigNa 4259 -4 /7", �/47 rt L Clark P.E. PE #39712 Structural • • • ••.•• • • •. • ••• .• • • •• • • ••• • • • .•. • • • • .. • • • • • .• • • • .•• • • • •• • ••• • • • • ••• • • • • • • • • • • • •.. • • • • • • • • • • •• •• • • • ••• • • • ••• HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. • •• •. • •• • • • • .• EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 50 1/4" FRAME O D. 48" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. 98 1/4" FRAME O.D. 96" MAX. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. L t 45 1/4" MAX. DLO NOTE: A ;ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED as coaspiying with the Florida Branding Code Acceptance No p — / / 2.10 Expiration Date , Ai By Miami Division PRODIJ i' i6k vwi:a? as easplyiag with the Florida Bidding Code Aceeptaaee No0 ▪ • = O, Date 669 Padget Celattal • Raysd 5y: F.K Dare: 4/4/07 Revisions: B ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE lipvsd Bye bees: 12/15/03 Revision A NO CHANGE THIS SHEET MBa BX Dana 7/14/03 Checked By: Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.BOX1529 NOKOMIS, FL 34274 Visibly Better 0: INTEGRAL FIN ELEVATIONS Mix ALUMINUM PICTURE WINDOW, IMPACT Saleselodsk PW-701 scow NTS swot 4 of 12 Drarkg Ma. 4259 -4 B /7", Robert L Clark, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X' DIM. GLASS TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 19.38 SQ.FT. 20.00 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ. FT. 20.47 SQ. FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 24.70 SQ.FT. +73.1 -73.1 25.50 SQ.FT. +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 - 80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ. FT. 29.17 SQ.FT. 93.000 A +80.0 - 80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. • ...•. • • • • • • .•••• • • • •.•••• •• • ••. •• • • •• • • ••• • • • • • • • • •• • • • • • •• . • • • . • • • • ••••• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • ••• • • • ••• • • NOTES: A .2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2.1N1 SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. • • • • fir•: • • • • Revsd By F.K. PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No Espindinn Die gy 414 Midas PRODUCT REVISED as complying with the Redd* Balding cede Ate ept*Ace No • - !- Date , a'L` ., • `/ Product Centre! 0{� Revue Daft 4/4/07 Redaaarre: B UPDATE DESIGN PRESSURES PERAS7M E 1300.02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTIONAND HEADINGS. Raved By: PJC � Down By. P Dam: 12/15/03 Rovhdontr A CHANGE NOTE 1 ANCHORING WITH 912 SCREWS Data: 7/14/03 Chwaed ten a> 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT swr..dat PW-701 *Mr Sheet NTS 5 of 12 Drawing No. 4259 -4 B 1/"." Robert L Clark, P.E. PE #39712 Structural • •• ••. • • • • • • • • • • • .• ▪ •.• •• • • •• • • • •• • • ••.• • • • ••• • • • • • .. • • • • • •• • .•• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• .• • • • ••• • • • ••• TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3 /16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X' DIM. GLASS TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 1 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 1 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 1 5.47 SQ.FT. 71.000 I A,B,C,D AREA +80.0 I -80.0 14.05 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. 17.97 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 19.48 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +80.0 1 -80.0 22.93 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ. FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 - 68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. :NOTES: / \ :1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. •2■ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FMME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. .Wood Bar • • Oats: Revisioner Raved By: F.K Date: 4/4/07 B UPDATE DESIGN PRESSURES PER ASTM E 1300 -02AND NOTES. CLEAN UP TABLE2 DESCRIPTIONAND HEADINGS. *Rend 13t: • .FK • • Date: 12/15103 Revisions: A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS 7/14/03 Chocked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PAGIT Visibly Better Doesipffoir INTEGRAL FIN UNIT DESIGN PRESSURES PRODUCT RENEWED as complying with the Florida !Inkling Code Acceptance No dg -u !Z. , d Expiration Date 'Ll 1 R12.D/ BY Miami Dade Division PRODUCT REVISED as complying wIre NNW Code Acceptance No lExpiratian Date Tiffs: ALUMINUM PICTURE WINDOW, IMPACT Serissitiodst PW-701 Soak NTS Shea 6 or 12 4259 -4 Rue B Robert L Clark, P.E. PE #39712 Structural • •• •.• • • • • • • • • • • • • • • ••••••••• •• • • • •• • • •••• • • ••• • • • • ••• • •.• •• • • • • •. • • • •• • •• • • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• 1 2.784" 1 .o OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O 0 ii1Ip1u ° ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) • • • • • .• • • • .• • • • • • • •••• MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 2.784" 0 0 0 MAX • DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED as complying with the Florida Buidiag Code Acceptance No die-11 in Z. /0 Expiration Date Z'/c7124 f q Mkt io B dett �•• Division PRODUCT REVISED is complying with flee Noddle BaidMg Code Acceptance No radon Date tea: Mate Re Roved ply RK Date: 4/4/07 Rte: B NO CHANGE THIS SHEET Br, CK • ofda 12/15/03 Redstone: A NO CHANGE THIS SHEET Chedied 7114/03 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 eGT visibly Better SECTIONS & CORNER ASS'Y, FLANGED r�ec ALUMINUM PICTURE WINDOW, IMPACT Serfasfelorld PW-701 sous: HALF gm7 m72 Draft No. 4259 -4 B Robert L Clark, P.E. PE #39712 Structural • •• •• •.• • • • • .• • • ••• •• • • • •• • • •••• • • ••••• •• • • • ••• • • • • • • •• • • • ••• •• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • ••• • • • ••• 2.784" OUTSIDE 0• ®m@0 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) • •• • • • • • • • .• ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) 0 L 11 I O p ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) • • • • MAX. WINDOW HEIGHT 2.784" MAX. DAYLIGHT OPENING 13 INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No p6 /i 17 . Expiration Date_7 / 4 / 7„ J 7 By �w ` Min Uade Division PRODUCT REVISED emptying as what the Male Belding Code Acceptance No e7 -6 8.06 Date - -- tftgBY: • • Re Rered By: F.I( Data 4/4/07 Revtsiu•r 5 NO CHANGE THIS SHEET .k • o. 12115/03 Rem A NO CHANGE 77-115 SHEET •2 D 7/14/03 Chuded Thar 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 visibly Better SECTIONS, INTEGRAL FIN TISK ALUMINUM PICTURE WINDOW, IMPACT PW-701 HALF Sheet 8 of 12 4259 -4 B o� Rabdrt L Clark P.E. PE #39712 Structural ••••••• • • • • • ••••• • • • • ••••••••• •• • • • • •• • • • • • • • • • ••• • • • • • • •• • • • • • •• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • ••• • • • ••• • • ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" • •• •• .970" ITEM 10, .975" •: 7J16 LAMI GLASS BEAD • •• MAIL: 6063 —T5 DWG NO. 4255 • • • • • • missearl • • • Reid By. FJC ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 2.784" .062" ---I I-- .077" 2.500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 —T5 DWG NO. 4256A I--- .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 —T5 DWG NO. 4253 OW :z ,xVOitiA as c•mptyting wth tae Fkoritbk Bidding Cale IO Acceptance No 8, . Expiration Date BY t Divhioa >toDUCr WISED as complyhtg with the Florida BohSag Code Aceglance N. Dsde A 10,4', Product o 06 • `Gate: 4/4/07 RevJebnsc Revisions: B NO CHANGE THIS SHEET Date: 12/15/03 Rem: A NO CHANGE THIS SHEET Checked By 7/14/03 r 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visivty Bette r>.dok c EXTRUSION PROFILES & PARTS LIST rme» ALUMINUM PICTURE WINDOW, IMPACT eNlnsmder PW-701 stab: HALF 9 v 12 4259 -4 R B o7 Clark, P.E. PE #39712 Structural •• ••• • • • • • • • • • • •• • ••• •• • • • • • • •• • • • •• • • • • • • • • • • ••• • • • • • •• • • • • • • •• • ••• • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • .131" DIA. M N. x2 1/2" NA L, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A T 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. f SHIM WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. ®EMBEDMENT ' 746 ~ ` SEE NOTE 1 FOR ': • ' ' EMBEDMENT A •. A -3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A p „...vs�B 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. " I•k%s1E 2. FOR WOOD APPLICATIONS - , USE #12 OR #14 STEEL SCREWS (G5) OR 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. .j. KR 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. . aF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. f INTEGRAL FIN DETAIL B 1/4" MAX. f SHIM T WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. A EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. 1 SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A L 1/4" MAX. SHIM 1 SEE NOTE 1 FOR : ; • : A EMBEDMENT' • f T 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A 9eawBr• • • • • Read F.K • • PRODuCd itic.Per,4:k.D as complying with the Florida Bolding Code Acceptance No ag —) t (2. i 6 Expiration Date 2.k1.912419 By 1.S t.f.ev Mari Hale Withal PRODUCT REVISED as eataidylag with the Shrift Ildtheg Cede Atoeaee N. EapiesSea Date 4/4/07 Revisions: B REVISE AND UPDATE ANCHORAGE PER CURRENT FBC Read BY c,c : Da 12/15/03 ReWS7one: A CHANGE NOTE 1 AND FASTENER SPACING Date: 7/14/03 Cheated By. Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I� Visibly Better t01C ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT SeAs•Rardet PW.701 Seaht NTS Suet 10 of 12 Daft Na 4259 -4 IRaCB �J R L Clark, P.E. PE #39712 Structural • .•• ••• • • • • •• • • • • • •. ••• •• • • •• • • • •• • • • • • • • • • • • • • • ••• • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • • •• •• ••• • • •• • • ••• • • • • ••e • • • • ••• • • TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "x' DIM. ANCHOR TYPE v WINDOW "Y" DIMENSION 15.0" 20.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. X Y X Y X Y X Y X Y X Y X Y X Y XY XY XY XYIXY XY XY XY XY XY XYIXY 49.0" O.C. F2773 cv n 12 3/8 0 r 123/8 121/2 12 3/8 8 1/4 0 tq N r 0) 12 3/8 a- r '17-3F1 r r 12 3/8 r r 1 12 3/8 co), co 12 3/8 co (") co '1371 9 3/16 12 3/8 r �-- 12 3/8 r r 72-171 r r 71737113 11 1/2 12 3/8 r r r 12 3/8 11 1/2 12 3/8 12 12 3/8 N r 12 3/8 N r 54.5" " O.C. t'p a r 7 1/2 CO t' C) 0 r O `CO 0 r 12 1/2 10 5/8 V' r co O 10 5/8 CA 10 5/8 r 1777/71) r r to 0 r r r 10 5/8 CO ch 0) 10 5/8 C4 0),..0.-- CO ` lri 0 CO CO M r r IIII 1..__ r r 10 5/8 r r 76--5/71 11 1/2 10 5/8 N r r . O u) - 11 1/2 10 5/8 1 1. 9/9 0 Z6 N r 70771 N r 60.0" O.C. r r Ps 12 O 12 12 1/2 r 8 1/4 12 rn 12 r r 112 r r N r r r N r - M 0) (V r 0) 12 93/161 9 5/8 i 66 t r r r r O r r O 11 1 /2I 12 r- r CO O 11 1/2 I 9 5/8 N N - - N .- 9 5/8 N r 65.5" O.C. 111 13/161 10 3/4 7 1/2 17 1/2 111 13/161 10 3/4 ° a r 111 13/161 10 3/4 12 1/2 1 12 1/2 111 13/161 10 3/4 'V r CO '. r CO 111 13/161 10 3/4 0) r CA NI- Cr) 0 r CO r ti r r r r r 11 13/161 10 3/4 r ' r r `Nr `' 0 r CO r t� r r r r r r 9 7/8 110 3/4 9 3/16 1 9 3/16 11 13/161 10 3/4 4 Co c'7 0) �} 0) 9 7/8 1 10 3/4 9 3/16 1 9 3/16 9 7/8 815/16 o r r r 11 13/161 10 3/4 I r r r 97/8 1 10 3/4 1 . r r 9 7/8 1 815/16 I 11 1/2 11 1/2 11 13/16 10 3/4 N r r r r N r- r 9 7/8 10 3/4 11 1/2 11 1/2 8 7/16 815/16 12 12 11 13/16 10 3/4 S N r N r 97/8 (103/4 - N r N r 71.0" O.C. 76.5" O.C. V' O r N r n vP 0 r O 111 11/161 10 3/4 12 1/ 12 1/2 M 0 r CO a- --, r r r 81/4I81/4 V M 0 r CO r P r r r V' 0 r CD r r r r r r r r '' V' 0 r CO a- .., r r r r 1 r r 1 11/1 103/4 r r r r V. O a r co M 0) tD \ M 11 11All 10 3/4 I c0 `- CD ti M 10 1 10 3/4 I 9 3/16 9 3/16 8 3/4 9 1/4 V1 M 0 r CO r r r r r r r r r 10 9 1/4 r r r r 8 3/4 9 1/4 11 1/2 11 1/2 11 11/16 10 3/4 N r r r N r r 8 3/4 9 1/4 11 1/2 11 1/2 8 3/4 9 1/4 12 12 11 11/16 10 3/4 N r N r 8 3/4 1 9 1/4 1 N r N r Q " 82.0" O.C. CD .17. T.-. r tV - n CO r t'" r r r O r 87.5" O.C. 12 5/8 7 1/2 125/8 T. 12 5/8 12 1/2 12 5/8 r CD 12 5/8 110 13/161 r 112 5/81 r 110 13/16 r C0 rr 1ZZ O CO O 12 5/8 I C0 CD rW 0 9 3/16 8 7/16 0 CO 0) r 87/161 N _� r M t-- r Or N_ r C0 n O N tD n r w CO N M r r 0 N r 87/16[ N r " 93.0" C/''. O.1 J. x115/8 N r n, 111 5/8 o CO ` :i) r r 112 1/2 CO Ill r r it `' CO CO :� r r CO r 0 r r r 11 5/8 r r CO �) r r P r 0) CO \ th 0) 11 5/8 9 3/16 10 1/8 9 3/16 9 r r CO r r r P 0) r r 8 1/8 1 N W r 10 T T r r N r T r cs) N r Z-.... r CO r O N '~r' r a r N r N r 96.0" 96.0" O.C. N r CV P N r O r 12 12 1/2 12 8 1/4 N r 110 1/2 1 r r I 12 r r N r r r r 19 3/8 1 CO rte Lr7 0) I 12 CO M 0) 10 1/2 1 9 3/16 8 7/16 r r 1101/21 r r CO co r r CO n COr N N ... °r N _ 18 7/16 I N m T- r ra0 12 10 1/2 r I87/16I r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) M• AX. 81 /2" FROM CORNERS '.ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR f- ur DIM. 1_ "X" DIM. ---� FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT W THIN AND USE THE ON- CENTER . "DIMUNSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. DP' • By • • • Reviews: ANCHORAGE, WOOD SUBSTRATE Revd ay. lbate: 4/4/07 Revlsdor s: B NEW SHEET Dom: Rem: awaked By: 77/14/03 Date 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 visibly Better ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED as Bidding mplying with the Florida Cate Acceptance No 6 ) 12.'Q Eaptratto" Datc„2 I y, Mimi lode Mika '-mot PRoDU es emptying WWI the Merida Wang Cede AncPtoace Ate Date • r� Product Contrd/ Oa 2009 r•ae ALUMINUM PICTURE WINDOW, IMPACT aertalY"d k PW-701 NTS Shea 11 ' 12 camingiu 4259 -3 //A Robert L Clark, P.E. PE #39712 Structural 4. •• ••• • is • • • •• • • • • • •• ••• •• • • • • •• • • ••• • • • • • • • • •• • • • • • • •• • • • • . • • • • • • •• • TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X' DIM. ANCHOR TYPE v WINDOW "Y" DIMENSION 15.0" 20.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" 3.,4.,5 3.,4.,5 3. 4.,5. 3. I 4.15. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0" /� O.C. 123/8 7 1/2 1 123/81 10 12 3/8 N r O 12 3/8 12 1/2 9 1/4 1-71:1/41 123/8 8 1/4 d' O co t cv 9 1/4 T P 00 M , CA ,-- P I123/8I T r 7 7/16 93/161 12 3/8 CO 0\0 M r CO C0 7 7/16 �' CO 112 3/8 I r r 12 3/8 e- t- 7 7/16 85/8 123/8 N T T 123/8 N r T 7 7/16 7 1/4 12 3/8 12 123/8 N T 54.5" O.C. 10 5/8 7 1/2 10 5/8 T 10 5/8 6 1/2 O O 12 1/2 10 5/8 8 1/4 10 5/8 8 1/4 8 1/2 10 5/8 8 1/2 r r 10 5/8 e- a- L10 5/8 T T 8 1/2 CO +. C'0 co CO ;1.'3 OT 9 3/16 105/81 CO M CA 8/L L I. r co L 10 5/8 r r CO ` li± o T r 00 r' t` 8 5/8 10 5/8 N T -- 10 5/8 N T T 7 1/8 7 1/4 10 5/8 I 12 10 5/8 12 60.0" O.C. T 7 1/2 cv r 10 9 5/8 6 1/2 r 12 1/2 9 5/8 8 1/4 T 8 1/4 9 5/8 T 12 I IL- T T e- T CO CO C) CO 0, 0) T 9 3/16 6 7/8 e' T 03 CO 43 0) T T T 6 7/8 8 5/8 9 5/8 N T T T N T A- 6 7/8 .d. T r` 9 5/8 12 12 e- " 65.5 O.C. 10 3/4 7 1/2 10 3/4 10 ... M 0 T 6 1/2 10 3/4 112 1/2 8 15/16 ,c, r O 10 3/4 8 1/4 CO '�. to �- CO 0) 10 3/4 CD CO \ T r N. r r 10 3/4 r T 103/4I T T cO '^� T r r, Co (o 0) 10 3/4 CO M 0) 10 3/4 co ch O) 0TO "`� T r CO r 00 10 3/4 I r T 10 3/4 I r T (0 '\ T T CO 8 5/8 I 10 3/4 N r T T 10 3/4 N T\ T T CO �- V' co e-' N. t'1 O r N r d. 0 T N r 71.0" O.C. CO ,T\ co r T r 04 N. CO M r T r 10 I 9 7/8 N T CO CO ` co T T T 12 1/2 CO ,- CO 8 1/4 c0 ` M T T r 8 1/4 8 7/16 co (0 ` M r T T CA 8 7/16 T T CO ` CO T T T T r co ` •M T T r T T 7 3/8 I CO ch 0i 9 7/8 CO ... (r3 O CD ` (o T T CO (� 0) CO CO I81/4I 9 7/8 I O ` r T r CO Z. (0 00 0 9 7/8 N `- AT.. c0 r T N r tT.., CO (0 7 1/4 9 7/8 CO T r .5 76" O.C. 10 3/4 71/21 10 3/4 O T 103/4 6 1/2 I 10 3/4 12 1/2 a \ r 0) �.. r Co st M 0 8 1/4 O •- co d. t" 0 cO T CO T T .c c`3 0 T r d. t� 0 r T 73/16 CO a`i 0) 103/4 CO M w 10 3/4 cO c� 0) 6 1/2 I 8 1/4 Nr ` T co r T er ( 0 r r 6 1/2 8 5/8 0) N 44' 0 N 1- N \ T co sr \ T r• t1' T co I 12 co N T 82.0" O.C. CO r T T T T N r r• co r r T r T 10 1 10 N r co co r r r T T 12 1/2 8 3/4 8 1/4 O r r r T r 81/41 8 3/4 c0 r r r T r 7 13/16 1 r T c0 r T T T T T T co r �- T r r T r .. CO .. (� Q T CO (ri co r r T T T CO \ C'7 co co th co I 8 1/4 O T P T CO T T T T T T T 6 3/8 8 5/8 8 3/4 N T T CO r T T r r N T T 5 7/8 .d • T ^ 8 3/4 N T CO r T T T T 12 87.5 " O.C. 1125/8 1 7 1/2 112 5/8 1 10 CO T \ ,. 0) (V \ r. (0 1 12 5/8 1 12 1/2 CO r \ r, 00 .. .... T CO 1 12 5/8 1 8 1/4 1 8 7/16 a) 1 12 5/8 0) co r \ 0 r- T T 110 13/161 T T 1125/8I T T 1 6 7/8 I co r Z. CO 0) CO ' T 0 co T \ Cr) 0) 1 12 5/8 co r \ C'O 0) co r \ IC) CO 1 8 1/4 CO T `� F ■ 0) r . 1 12 5/8 r . 1 6 5/16 1 8 5/8 197/16 N T ' 1 12 5/8 N T r 1 5 13/16 .. \ T ' to r \ r. m 1 12 112 5/8 1 12 93.0" O.C. 11 5/8 N T 00 O T T 10 10 1/8 N .- co 00 u'3 T r N T N r co d r CO T ,d r CO r 0) O 'ii r T co 7 3/8 T 11 5/8 r (00 `s A- A-. r .4. (� CO co Z. 03 T O r (0 0) CO _ t13 T r CO 0) 6 1/4 0 r C`Q to A- A-. r 513/16 CO 0) N r T r a`0 co T T N T T T 513/16 7 1/4 O1 csi T o\o T T T " 96.0" C O.C. I 12 N T r+ P O I 9 3/8 N T CO I 12 1 N T , (O +". 00 '(r T 00 12 8 1/4 (0 i...:: Co 0) I 12 d: (0 --. e- T 1 - r T N r O T T I 12 T T N `- CO o) N T .- CO O) CV T CO -. Ch O) 0 8 1/4 9 3/8 T r I 12 e- , CO 8 5/8 8 7/16 N r I 12 N T r CO t() .d. T t% 8 7/16 12 12 12 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y„ MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM. • MAX. 8 1/2" FROM CORNERS • • •2. A1'ICHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR "X" DIM. ----i FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER •'DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. •••• • ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RE1•t;4 t;'0 * taomplrfng with thr ?W M* Raiding Code Ate:maim Noog -1112. ID Ei�irrtln uDaate 2 14 indri Contra. R�9A 1PRODUCF REVISED as complying With the Florida Daidthg Code Acceptance Na • - &! % Dote ,,--07.:4:41111: 2009 : • • Revisions: Raved By: F.K. Dare: 4/4/07 Revisions: 8 NEW SHEET Baas ••• • • • • ••• • • • • • • • • • • i •• ••• • • • • • • • • • • • •• • ••• •• • • • •• • • • •• • ••• • ••• • • • • • •• • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN :090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SA:FLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI 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, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, cypiEjvcEpgip It10140114G THE HIGH VELOCITY HURRICANE ZONE (HVHZ). :sI:' '. . r, NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with the Florida Etgl&eg Code Acceptance No 0 ExpirzsionDate Revsd By FK. Date: 4/15/07 Revises: C ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Revad By: F.K. Date: 10/17/06 Revisions: B CHANGE TO ASTM E 1300 -02 Revsd By: F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drawn By. F.K. Date: 2/28/06 CFredhedBy. J.J. Date: 3/23/06 1070 TEC;HNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 113GT Visibly Better GENERAL itb1'`LS" 'nee ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Samar HR710 Scak, : NTS Sheet: 1 °t 11 D ew@g No. 4127 -10 Rev: C Robert L. Clark, P.E. PE #39712 Structural •• ••• • • • • • • • • •• ••• •• • • • •• • • • •••• • • ••• • • • • ••• • • • •• • • • •• • • • •• • ••• • • • • • • • • • • •• • • • • ••• •• •• • • • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• —= 1/2° NOM. GLASS BITE t (0,61,6 it_Li J O F1 , 1/2" NOM. GLASS BITE 0 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 63,64,65 <TIEXTERIOR INTERIOR E ���� (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 1/8" 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 WI 5/16" LAMI tiP 1/2" NOM. GLASS BITE (72,73,74,75,76,7) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED 8.3 complying with the Florida Building Co&tc A Acceptance No O -- • p O Expiration Date 313 «1 By MI - i Dade Product Di '_ton Revsd By: Date: Revlsfio"s: F.K. 4/15/07 C NO CHANGE THIS SHEET Revsd By F.K. Date: 10/17/06 Revisions: 6 NO CHANGE THIS SHEET Revsd By F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. TO LAMI 1G DETAILS Drawn By F.K. Date: 2/28/06 Checked By. J.J. Data. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 9OX 1529 NOKOMIS, FL 34274 Dasariotbn: Flo TI GLAZING DETAILS Tine- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Saies/Medet HR710 Scale: Full Sheet 2 of 11 Drawing No. 4127 -10 Rev: C Rojlert L. Clark, P.E. PE #39712 Structural •• ••• • • • • • • • • •• • • • • •• s • • • • • •• • • • •• •• • • • • • •• • ••• •• •• •• • • • • • •• • • • • • • • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •' .• • • • •• .• • • TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 96" GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 106 3/8" 108" 111" UP TO 111" A,B,G,H A,B,G,H A,B,G,H A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 j +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 -59.5 +58.8 +55.2 +54.6 +53.6 -58.8 -55.2 -54.6 -53.6 +56.2 +52.3 +51.7 +50.9 C, I +60.0 -60.0 -56.2 -52.3 -51.7 -50.9 -60.0 UP TO 111" D, E, F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G, H, I +60.0 - 60.0 TO 867/16" D, E, F, J,K,L +75.0 - 75.0 OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED - HOWN. FIN WINDOWS W WINDOW WIDTH GLASS TYPE 26" 36" 60" A,B,G,H +75.0 -75.0 66" A,B,G,H +75.0 38 3/8" +75.0 -75.0 +75.0 -75. -75.0 +75.0 -75.0 +75.0 TABLE 3. E DLO ARE 1" SMALLER) WINDOW HEIGHT 48" 50 5/8" 54" 60" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 63" +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 UP TO 74" C,D,E,F, I, J, K, L +63.8 -63.8 +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -118" 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, 5116" 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" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3116 "HS, .090, 3/16 "HS) ReVSd By: F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs Revsd F.K. Date: 10/17/06 Revisions: B REVISE DP TABLES TO ASTM E 1300 -02 Revsd By: F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. DraKm BY F.K. Date: 2/28/06 checkedsy: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PcT_ Dom: DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT .%WISED n:: s~t.,: ,:;•is:;; with the Florida Beiidi_g 4 ade Acceptance No _07-0815.09 Ex, iration Datcir 13v Di =ion ./! 11 Vi .,1 Visibly Better Series/Model: HR710 scare: NTS Sheet 3 m 11 Drawing No. 4127 -10 Rev: C Robert L. Clark, P.E. PE #39712 Structural •• ■•• • • • • • •• • • • • • • • • • •• ••• •• • • • •• ••• • • ••• • • • • • • • • •••• •• • • • • • .••• • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • ••• • ••••• • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 27 3/8" MAX. DLO VENT 54 5/16" MAX. DLO FIXED —�— 0 1 A 57 3/8" MAX. DLO ALL FIXED LITES 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 96" MAX DLO FIXED O 33 MAX. DLO LO VENT X A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. Q t 63" MAX. FLANGE FRAME ALL CONFIG. C 73" MAX. WIDTH I.F. FRAME ---►1 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO Q 27 3/8" MAX. DLO VENT 27 3/8" -0-- MAX. DLO —4"" FIXED Q D 85 7/16" MAX. WIDTH I.F. FRAME---►1 Q 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) 'r ';!> :T REVISED with the Florida de AC; e No 070 = Si O Er illation Date ?L4 7 Zo// / By Miami Divi on ade 'rodent Contra Revd By. Et( Darr: 4/15/07 Revs: C ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. Revsd By F.K. Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET Rend sr F.K. Date: 5/13/06 Revision:: A NO CHANGE THIS SHEET Drawn By. F.K. Date: 2/28/06 Checked By. J.J. Data: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F24 Visibly Better DP: ELEVATIONS Was: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seees/Modet HR710 Scale: NTS Sheer 4 a 11 Dtswhg No 4127 -10 Rey. C obert L. Clark, P.E. PE #39712 Structural •• ••• • • • • • •• • • • •• • ••• •• • • • •• • • • •• • • •• •• • • • • • • • • • • ••• • • • • ••• • •• • • • • • •• • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • •• •• • • EXTERIOR I LE D INTERIOR INTERIOR EXTERIOR MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME A INTERIOR MAX. VENT DLO MAX. FIXED DLO MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR • •RevsdBy: • • F.K. • • • Revert By F.K. Rent Sy: F.K. Drawn By. F.K. • • ••• • • • • • • • ••• • •- • • • • • • • • • • •• •• • ••• • • SECTION C -C A (VERTICAL SECTION, FLANGE FRAME) A SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) A HEAD (VERTICAL SECTION, LF. FRAME) A MAX. VENT DLO PRODUCT REVISED as co m b s ptig with the Florida Acc::Csocc: No initial) Date Date: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. Date: 10/17/06 Revfstons: 8 NO CHANGE THIS SHEET Date: 5/13/06 Revistans: A NO CHANGE THIS SHEET Date: 2/28/06 Checked By J.J. Data: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better SECTIONS rate: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ser+oaer HR710 Half 5 a 11 Drawing No. 4127 -10 Rev. C Robert L. Clark, P.E. PE 1!39712 Structural •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• ••• ••• •• • ••• • • • • • •• • • • • • • • • • •• • • • • • • • ••• .• • • •• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • �Revad By • F.K. • Raved By: F.K. Rend By: F.K. Drawn BY F.K. ITEM DW(# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 69 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 #8 X 3/4 PH. PAN HEAD 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "1-IS, .090 PVB, 1 /8 "HS) 7814AA 4 4053 73 SASH STOP COVER (SASH STOP) 6063 -T5 AL 74 6 4136 75 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 77 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 SCREEN FRAME (HOR & VER.) ROLLER TRACK 6063 -T6 AL 64131 10 71298 SCREEN CORNER KEY W/RINGIS WEEP HOLE COVER POLYPROP. 71298 12 1626 SCREEN CORNER KEY W /OUT RINGS ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 SCREEN SPLINE - .135 DIA. FOAM GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 SCREEN SPLINE - .135 DIA. HARD #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETING RAIL 60631-ID -T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 640666 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH 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 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 , 50 GLAZING SILICONE, DOW 899,995 OREQUIVALENT 51 1224 VINYL CLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL (LAZING BEAD BULB (THIN) 6TP248K 53 4039 8 (LAZING BEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /CiRJLL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C (LAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZING BEAD - 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 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ITEM DWG# REV DESCRIPTION ( MAIL [ PGT# 66 GLASS, 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 68 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 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 "1-IS, .090 PVB, 1 /8 "HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3116 "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 W/RINGIS 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 2.784 1.988 .062 I.F. FRAME JAMB Q #4141, 6063-T6 I.F. FRAME HEAD A #4139, 6063-T6 .062 3.152 2.710 .F. FRAME SILL #4140, 6063 -T6 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date Date: 4/15/07 Reafelons: C ADD ITEMS 41, 42 & 43 Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Data: 2/28/06 Checked as• J.J. 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 113G,T_ Visibly Better De 00. PARTS LIST Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sa tes✓Medec HR710 Scale: NTS Sheet 6 a 11 Drawing No. 4127 -10 Rev: C obert L. Clark, P.E. PE #139712 Structural •• ••• • • • • • • • • • •• ••• 00 • • • •. • • • •• • • 00 • • • • 00 • • •••• • • • •• • • • • • • • • • • • • • • • • • • • • • •• • ••• •.• 00 • • • ••• • • • • •00 • • • • • • • • • • • • • 1000 • • • • • • • • • • • • • • 0• 100 • • • •• 0• 001D • • • ••• • • • • 1.373 t -.062 2.710 FLANGE FRAME HEAD #4102A, 6063 -T6 .490 {-�+- 1.451 -►f SASH STOP #4025, 6063 -T5 t u �3 1.349 ►I SASH TOP & BOTTOM RAIL #4133, 6063 -T5 050 .678 1.096 4 If GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 1.122 .062 52 j.4 2.710 FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063-T6 2. -►I 1.081 I-- SASH MTG. RAIL #4006D, 6063HS -T6 11187 .678 1.096 1-11 --I GLAZING BEAD 7/16" #4222A, 6063 -T5 .062 3.090 FRAME SILL ADAPTER #4137, 6063 -T6 FIXED MEETING RAIL #4054B, 6063HD -T6 SASH SIDE RAIL #4126, 6063 -T5 050 -� .678 1.115 1 iJ GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) 1-•-1-•-1.513 l .513--•1 � .040 41.443 -�I SASH STOP COVER #4053, 6063 -T5 .738 2.784 1 3 1.363 n n r 062 r FLANGE FRAME JAMB #4002A, 6063 -T6 [.050 j1L .678 1.096 H iJ GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 .097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date By ade Product • Div' on 11 Raysd By F.K. Date: 4/15/07 Revisions: C NO CHANGE THIS SHEET. Revsd By: F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd BY F.K. Data 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By. F.K. Date: 2/28/06 Checked By. JJ. Dete: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 '11r Visibly Better Description: EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seviesedodet HR710 Half Sheet 7 of 11 Drawing No 4127 -10 Raw C Robert L. Clark, P.E. PE #39712 Structural •• ••. • • • • • •• • • • • • • • • •• ..• •• • • • .• •. • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (114- 1/2 -1/4) WNDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/$" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) D. 7/16" LAMI - (3/1 HS,O9O, 316 A) D. 7/16" LAMI - (3/16" A,.090, 3/16" A} E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAM! - {3/16" HS,.090 3/16" HS) 3 G. 13116" LAMI IG -1/8" OR 3116" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/$" A) H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16° LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -118° 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, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAN IG -1/$" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16" HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: 9" M AA 25 3/ MAX. X. FROM CM CORNERS. M CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ' ZONES ZONES WINDOW SIZE W v H HEAD & SILL cn g 44 HEAD & SILL to 2 4 HEAD & SILL V) g ' HEAD & SILL cO g ¢ HEAD & SILL 2 g ' HEAD & SILL to 2 < 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 I`" 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +� +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 i 1 +C2 +1 +C2 +1 c) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 74.000x 38.375 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 11 +C3 +4 +C3 +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 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 I �- 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 +C2 +2 +C2+1 3 1 +C3 +2 +C3 +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 +C +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 +C3+2 +C3 +1 3 1 +C3 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 84.000x 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 +3 +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 +C3 +3 +C3+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 +C3 +3 +C3 +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 +C4 +3+C4 +1 3 .1 25 3/4" max. --0-1 F -•--3" MIN. 111 -1s1 PROI)t (:'r F,E.VISED es cislviyAs with file Florida Eeik.1 :1;'. C.4:i� AccepanceNo 0 4' %( -09 Expti�ttonDatc _ f! '(! By i 1..�. Mi : r ode ' duct Co l4 Di ':ion /13 D� Robert L. Clark, P.E. PE #39712 Structural 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +03 +1 3 1 +q +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 9" REF. 1 y X 1 1 1 1 O t X 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 106.375x 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 +4 +C2 +1 2 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +c 3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. )(AMPLE RAIL, TYP.- W/ QTY. OF (3) ANCHORS 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 +C3 +3 +C3 +1 3 1 +C3 +4 +C3+1 3 CLUSTER 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 +C3+ + +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+ + +1 4 1 +C3 +3 +C3 +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 +C4 +3 +C4 +1 4 1 +C4 +3 +C4 +1 1r +C2 +3 +C2 +1 1 +C2 +3 +02 +1 3 2 3 1 +C5+4 +C5 +1 1 +C2 +4 +C2 +1 1 +C3 +4 +C3 +1 3 2 3 25 3/4" MAX. �1 1/2° TYP. I-� --3" MIN. 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 2 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 2 3 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 2 3 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 3 3 / 1111 1 1 1 1 9" REF... X 1111 O 1 X 1 +C2 +3 +C2 +1 1+C3 +3 +C3 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 3 1 +C3 +4 +C3+1 1 +C4 +4 +C4 +1 3 3 .. ��,. MTG. RAIL, TYP.- 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3+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 +C4+3 +C4+1 4 1 +C4 +3 +C4 +1 3 1 +C5+4 +C5 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS tRevsd By • F.K. Date: 4/15/07 Revisions: C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOr4IS, FL 34274 lASSCipBon: . ANCHORAGE SPACING, XOX (9I4 -1IZ- 9/4) Revsd By: F.K. Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 170a: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rend By F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better y HR710 "' NTS Sheet 8 or 11 Drawing 4127 -10 aev C Drawn F.K K F.K. Date: 2128/06 Checked By. J.J. . Date: 3/ 3/23/06 • • • • • •• ••• ••• • • • • • •• • • •s • • • • •• • • • • • • • •- • • • • • • •• • • • •• • ••• • • • • • • •• • • • • •• • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ANCHOR QUANTITIES, XOX (113- 1/3 -1/3) WINDOWS TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L ANCHOR TYPE & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES WINDOW SIZE W v H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 Revsd By F.K. HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 In 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 ZONES co HEAD & SILL 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 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 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 2 ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 N m 2 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 2 3 ZONES HEAD & SILL 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 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 -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 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 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3 +1+C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 m 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 Dale: 4/15/07 Revisions: C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Revsd By F.K. Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revsd By: F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Drawn By F.K. Date: 2/28/06 Checked By J.J. Date. I 3/23/06 ZONES HEAD & SILL ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1. +C3 +1 3 3 3 3 3 2 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1+C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1+C4 +1 +C4 +1 1 +C2 +1 +C2 +1 1+C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1+C3 +1 +C3 +1 1 +C4 +1 +C4 +1 1 +C4 +1 +C4 +1 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 4 2 3 3 4 4 NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES: 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9' MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. TABLE KEY: HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) MIN. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 25 3/4" MAX. uti tit EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with Ilia Florida Building Code Acceptance No 06(5.01 Ex iration Date F" ' By Dade Product ion 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SeriesAtiodet Scale: Sheet: Drawing No. Rev: Robert L. Clark, P.E. PE #39712 Structural • • • • • • • 9 •• ••• • • • • • •• • • •• ••• •• •• • • • • •• • • • • • • • •• • • • • • •• • •• ••• • • • • • • • • • • • • • •• •• ••• • • • • • •• ••• • • • • • • • • • • • • • • •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE> & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES WINDOW SIZE W V H m m 4 0 Q =m m m CI) m 2 ZONES O _JI W CO = c, ZONES m Q o J Q J =m 06 O] m Q 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2+1 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 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 +C2 +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 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 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 +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 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 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1+C2+1 2 1 +C2 +1 1 +C3 +1 3 +1 2 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 2 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 +C3 +1 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 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C3 +1 1 +C2 +1 4 1+C3+1 3 3 1 +C4 +1 1 +C2 +1 2 2 +C2 +2 3 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 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1, 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 4 2 +C3 +2 4 1 +C2 +1 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 '2 2 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 2 +C3 +2 4 2 +C3+2 3 2 +04 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 2 +C3 +2 5 2 +C3 +2 3 2 +04 +2 4 2 +C3 +2 4 1 +C3 +1 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -114" 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 318" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13116" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 114" 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) - (1/80A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/160 A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 2 +C3 +2 13 9" REF. 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) 18 3/40 MAX. -► F.---3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 18 3/4" MAX. 11 1/2" TYP. 3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as cm;tplyit,g with the Florida Building Cods O$% Acceptance No .01 Expiration Date By Mi D Revsd By: F.K. Dale: 4/15/07 tea: C CHG.TABLE # TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ Rend By F.K. Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revsd 9y. F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L Drawn By F.K. Date: 2/28/06 checked By: J.J. Date: I 3/23/06 II 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 P. Description: TANCHORAGE SPACING, OX AND XO WINDOWS _ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visib Better s yodel: Scale: t am*, No. Rev: HR710 NTS 10 a 11 4127 -10 C r//: Robert L. Clark, P.E. PE #39712 Structural •• •00 • • • • • •• • • 0 • • • • • • •• ••• •• • • • •• •• • • 0 • •• • • • 0441 • • • • • • • • • • • • • •••••• • • • • • • •• • • • • •4• • • • • •40 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 00 • • • •• •• ••• • • • ••• • • A a MIN. 3.4 KSI CONCRETE ix WOOD BUCK, NOTE 3 1 3/4° MIN. E.D. TYP. NOTE 1A CONCRETE ANCHOR, NOTE 1 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B 1 3/8" MIN. TYPICAL FLANGE FRAME HEAD SECTIONS A\ 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 1x WOOD BUCK, NOTE 3 DETAIL F 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 a (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO L TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT DITION. J t; 1 3/4" EXTERIOR INTERIOR [� • •°• MIN. E.D (H & SILL DETAILS A, B, C, D, G & H) TYP. TYPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI CONCRETE A 1/4" MAX. SHIM -; o . • NOTE 1 a 1 3/4" MIN. E.D. TYP. a DETAIL C A TYPICAL FLANGE FRAME SILL SECTIONS 2x WOOD BUCK, NOTE 3 1 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 112" NAIL AT CORNERS AND 5" O.G. TYPICAL DETAILS G, H & I. SEE NAILING 1 3/8° MIN. a • a $ . DETAIL D SEE NAILING DETAIL G (SILL)A DETAIL I (JAMB)) A TYPICAL INTEGRAL FIN FRAME SECTIONS ^ t:.2 Florida Aci3r:c No 0 j,.. uuaticn Date ?lewd By •F.K. :tevsd By F.K. Date: 4/15/07 Revisions: C REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD I.F. FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION" Date: 10/17/06 Revisions: B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Revsd By F.K. Date: 5/13/06 Revisions: A ADO NOTE 5. Drawn By F.K. Date: 2/28/06 GteckedBy. J.J. 3/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Cleseripaore ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better serre HR710 Seale: Half Shaer 11 m 11 txa"a„ B Ro. 4127-10 Rev: C g- ft/0 7 Robert L. Clark, P.E. PE #39712 Structural •• ••• • • • • • • • • • • • •• • • • •• • • • • • • • • • • •• ••• •• • •• • •• • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • •. • ••• • • • • ••• • • • ••• • Samat' • • • • • • Ific •• ' • ••• : • • •• • ••• •• •• • • •• (30,81 or 82 1/2" NOM. GLASS BITE A (6,87,88 or 92 •• ••. . : • • •• • • . • • • •• ••• • • • • • • • • • • - . • • • • •: ::: • �•: •• 18,TES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN • • • •• PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. A • 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRA !_ s ENSIONS WINDOW HEIGHT WIDTH 63" 66" 68" 70" 72" 74" 76" 48" A,B,M Q +80.0 -80. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 1/8" A,B,M A +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 318" 44" 50 5 /8" 63" 72" 74" 76" 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M j +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 53 1/8" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" 22 11/16" 53 1/8" D,E,F,J,K,L +80.0 -80.0 +80.0 -80.0 28 3/16" 33 3/4 " +8 0.0 -80.0 +80.0 39 5/16" 44 13/16" 50 3/8" 5515/16" -80.0 +70.0 1 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8 "A) FTL- 4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL- 4647, 4648 C. 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL- 4647, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16 "A) FTL- 4645, 4885 E. 7/16" LAMI - (3/16 "A,.090, 3/16"HS) FR.-4645 F. 7/16" LAMI - (3/16 "HS,.090, 3116 "HS) FTL -4645 G. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1/8 "A) FTL -4646, 4723 H. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8 "HS) FTL-4646 I. 13/16" LAMI IG - 1/8 "HS, AIR SPACE, 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL -4646 J. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL- 4849, 4650 K. 13/16" LAMI IG - 1/8"HS4 AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) F1L- 4649, 4650, 4958 L. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3116"HS,.090, 3/16 "HS) FTL- 4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1 /8 "A)A FTL -5063 "0" MEETING RAIL S SH "0" MEETING RAIL W HT. "O" MEETING RAIL • • ••• • • • • • • • • . •. • • •• • • • • • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • owed Bil • • F.K • WHT. MINUS SASH HT. SASH PRODUCT REVISED is esrsp$4sS with able Thrift Wass Cads Acceptance No Explcaden Date i ix. _ J7W ,fig ., .Ob navisbne B UPDATE TOASTME 1304-02 REMOVE STD VIEW SASH HT REF, TADLE2 REVISED CUSTOM FORMAT DPS. ADD INT. FIN. UPDATE TEST NOS Rawl By: • F.KC,, • • ••• • • • ••• • • • • • • • • • •• •• ••• • • . •F. K Dabx 1/2416 R A ADD F7L -4723 TO GLASS TYPESA AND G. Deb: 9/1/05 Chaokad eg 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I T_ VIsib& Better DESIGN PRESSURES Take ALUM. SINGLE HUNG WINDOW, IMPACT sommatatie SH700 Soak NTS Stoat 3 d 11 lgI 4040 -20 Robert L. Clark, P.E. PE #39712 Structural .. ... • • • • • •• • • •• ••• •. •• •• • • • • •• • • ••• • • • • • • • • • • • •• • • • • • ••• •• • • • • • • • • • • • • • • • • • •• . • • • ... •.. • • 0 • •e* • • • • • • • • :. • • • • • • • • 49 5/8" MAX. FIXED DLO (ALL) 531/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH A D� SEE DLO TABLE SEE DLO TABLE (MAX.) 0 / 1 75 "A 1.1 D --0-1 HER LOW SILL HIGH SILL X , 38 7116" MAX. SASH HEIGHT B 41 5/8" 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B AX. • HT 76" MAX. FLANGED HEI HT 1 SEE DLO TABLE 0 SEE DLO l ABLE X 75" MAX. I.F. HEI HT A SEE DLO TABLE 76" MAX. FLANGED HEIGHT 20" SASH HEIGHT A SEE DLO TABLE 75" MAX. A I.F. HEI HT A SEE DLO TABLE X S E NO E 4 75" MAX. I.F. SEE DLO 11 _ `' j �� HEIGHT TABLE 76" MAX. 76" MAX. FLANGED FLANGED HEI HT ,, HEI HT DETAIL B VIEW (STANDARD SASH) E 1 75" MAX. I.F. HEI HT A 76" MAX. FLANGED HEI HT B DETAIL D VIEW (CUSTOM SASH) SEE DLO TABLE 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: :1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. :2'$EE SHEET 7 FOR CORNER DETAIL VIEWS. :3• SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A • • FJC SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E _ 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 341/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. PR(DUCr REVISED as complying wide Ibe Merida Bidding Code Acceptance No Daft b4. 20/1 • 'oft (1/13,06 Revkianr B ADD INTEGRAL FIN (I.F.) VERSION, CHG. NOTE 3. ADD NOTE 4. • Woad By: UMW. FC 1/24/06 Revialow A NO CHANGE THIS SHEET Oft 9/1/05 Cheated Br: J.J. ()etc 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 P T Visibly Better ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT s SH700 saw NTS Sheet 4 of 11 4040 -20 Robert L. Clark, P.E. PE #39712 Structural •• ••• • • • • • • • • • • e • • • • • • • ••••••e •• • • f•• • • • • • •• • • • • •• ••.• • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • • •• • ••e • • • • • • • • • •• •• NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE INSIDE MAX. FIXED LITE DAYLIGHT OPENING 7,80R17 OUTSIDE NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,1) 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A OUTSIDE INSIDE\ MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HEAD JAMB OUTSIDE PRODUCT REVISED w coipIybrg whit Ib a Fluids Bolaag Code Acceptance Na Date 2011 2.330" (LOW SILL) SEE NOTE ABOVE • • • • •• • e • • • •• • :4•10 111 • • F.K 11/13/06 SECTION B -B (LOW SILL SHOWN) Revhdarer ULTRALIFT ONLY 2.946" (HIGH SILL) B ADD I.F. SECTIONS & CONSOLIDATE BAL. COMPONENTS Rowed Bs FK • &r•: 1,24/06 Revisicree A NO CHANGE THIS SHEET 9/1 deeded its J.J. ALTERNATE HIGH SILL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 I T_ visibly Better ULTRALIFT ONLY SECTIONS SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT a•raaroae 8H700 Half fart 5 a 11 4040-20 Rog B A/7 Robert L. Clark. P.E. PE #39712 Structural •. ••• • • • • • •• • • •• ••• •• • • •• •• • • • • • • ••••• • • ••. •• • • • • • • • • • • • • • • •• • • • •• • ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834M 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8 -32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X .625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25/64" X 1" 71622K 36 1052 LAMA IG SETTING BLOCK 1 "X3/4 "X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAM! W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM 64222 45 985C GLAZING BEAD, 7/16" LAMI W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM! I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 ••• ••• • • • • •• • .. • • • • • ••• • • • • ••• • • • • • • • • ••• • •0• ••••• •• • •i• FiC 1073 SCREEN SPRING 7CASP 1624 SCREEN SPLINE - .135 DIA FOAM 61624K • A A A A A A ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE - .135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2 - 7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAMI, (1/8 "A.090 PVB,1/8 "A) 81 B. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) 82 C. GLASS, 5/16" LAMS, (1/8 "HS,.090 PVB,1 /8 "HS) 83 D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) 85 F. GLASS, 7/16" LAM!, (1/8 "HS,.090 PVB,1/8 "HS) 86 G. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMA, (1/8 "A.090 PVB,1/8 "A) 87 H. GLASS, 13/16" LAMI IG;118"HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8 "HS) 88 I. GLASS, 13/16" LAMA IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 89 J. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "A) 90 K. GLASS, 13/16" LAMA IG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3 /16 "HS) 91 L. GLASS, 13/16" LAM! IG;1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "HS,.090 PVB,3 /16 "HS) 92 M GLASS, 13/16" LAMI IG; 1/8"A AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8 "A) A FRAME, I.F. HEAD #4071A, 6063 -T6 FRAME, I.F. LOW SILL #4072A, 6063 -T6 2.374 —*– .062 NOM THICKNESS 71 FRAME, I.F. HIGH SILL A (USED AS RADIUS TOP HEAD) .062 NOM THICKNESS FRAME, I.F. JAMB #4074B, 6063 -T6 #4073A, 6063-T6 PRODUCT REVISES as complying Mak He Fitd Bottling Code Acceptance No Date Data Rer<ewnr bider 11113/08 RevIsianw 8 Rarsd By: • F.K • igayc • JiK •• •• • Dafrx 1,24/06 Reviexttc A ADD I.F. FRAME ITEMS 47, 48, 49 AND 50. UPGRADE ITEM 21. ADD ITEM 92. CHG. DESCRIPTION ITEMS 7,9 & 13 NO CHANGE 77113 SHEET Dec 9/1/05 caetdoeday J.J. oidz 223/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pi GT Visibly Better PARTS LIST Mee ALUM. SINGLE HUNG WINDOW, IMPACT aerleeNadst 611700 NTS Sheet a 11 Damao No. 4040-20 G/% Robert L. Clark, P.E. PE #39712 Structural •• ••• • • • • • • • • .• • •• • •• • . • .• • • • • 1.363 •• • • •• • • • • ••• • • • • •. • . • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • •• • • • •• • ••• • • • • • • • • • •• 1-0°2.7$4 .062 FLANGE FRAME HEAD #4002A, 6063 -T6 .062 -• -1.749 2.710 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) .062 FIXED MEETING RAIL #4054A, 6063HD T6A, 3.446 • • 1 .062 2.946 2.784 ---►) FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 2.830 .062-0- 1 2.330 FLANGE FRAME SILL (Low) #4003C, 6063 -T6 1 --•-} --.062 11.490 SASH STOP #4025, 6063-T5 2.279 SASH TOP RAIL #4006C, 6063HS-T6 F'- 1.513 -1 .738 SASH STOP COVER #4053, 6063-T5 2.326 -►I 1.979 1 SEALANT ALONG ENTIRE JOINT I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL 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 CONSTRUCTION SASH BOTTOM RAIL(LOW) #4007, 6063-T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 1.096 1.165 2 134'9 SASH SIDE RAIL #4008, 6063 -T5 .050 I .678 I IT GLAZING BEAD 7/16" #4222, 6063-T5 .050 1.115 I-0 GLAZING BEAD 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) .678 050 .678 1.096- k_ GLAZING BEAD, 5/16" #4039B, 6063 -T5 .050 1.096 -1-0- -o-1 j GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 .683 .050 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 PRODUCT REVISED as compllyiss with the Flit*. Raiding Cede Megawatt No flee Date Via^ .• ter F.K Roved By: NUM BY; a F.K • Debt Revisiont Deft 11113/06 Deft 1124/!76 UPDATE FRAME CORNER A S S EM B L Y TO INCLUDE I. F, AND UPGRADE ITEM 21 ALLOY. NO CHANGE THIS SHEET Debit 9/1/05 Checked Bs J.J. Deft 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 d T Visibly Better EXTRUSIONS & FRAME CORNER DETAIL THE ALUM. SINGLE HUNG WINDOW, IMPACT ftwisafialsk SH700 Ocelsr Half Melt 7 d11 4040 -20 Raw B Robert L. Clark, P.E. PE #39712 Structural •• ••• • • • • • • • • • •• ••• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • : lturfin Or Deb: • • • • • • • FJG 7129105 • • • • ••• ANCHOR QUANTITIES FORM FLANGED WINDOWS j0 TABLE 5. SUBSTRATE: ANCHOR TYPE:` -„, NDOW HEIGHT 28.603 34.603 40.603 4 %.603 52.603 58.603 64.603 76.000 p Cn0NZ N U O U CONC p "ONZ Cv U O 0 1 CONC o Cn0NZ N U 0 U �Z 0 0 . N n„NZ U 0 U �Z 0 0 p CO. 0NZ CN U O 0 1 CONC p CnONZ CV o O 0 1 CONC p Cl. ONZ C U O 0 1 CONC 0 inONZ,Z (NI 0 O 0 0 O 0 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1;1 1 1:2 1 1:1 1 12 1 22 1 12 1 2:2 1 22 1 2 1 2 2 1 2 2 1 22 1 2 2 1 2;2 1 22 1 2 2222:22.223223;3 1 1 1 1 1 1 A,B,M 1 1 2 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 J 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 2 2 2 1 2 3 1 2 2 1 3 3 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1.1 1 112 1 1.2 1 1. 2 1 1:2 1 2:2 1 1.2 1 2,2 1 2;2 1 2.2 1 2:2 1 2:2 1 212 1 2:2 1 2;3 1 2 2 1 2.2 1 2!3 1 1 2,2 2 3 1 3 3 1 2'2 1 3 3 A,B,M 1 1 2 1 1 1 1 1 2 1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 1 2 2 2 3 1 3 3 1 2 2 1 3 3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 112 1 2.2 1 213 1 1 2 1 2:2 1 2 ;3 1 1.2 1 2.3 1 2 3 1 2:2 1 2.3 1 2:3 1 2:2 1 2:3 2 3:3 1 2:2 1 3 3 2 3 4 1 1 3 2 3 3 2 3.4 1 3 3 1 414 A,B,M 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 1 3 4 1 1 3 2 3 3 1 3 4 1 3 3 1 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 2 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 2 3 3 3 4 2 3 5 1 3 3 2 4 4 A,B,M 1 2 2 1 1 2 1 2 2 1 2 :3 1 1:2 1 2 3 2 2.3 1 2'2 1 2.3 2 2 3 1 2 2 2 2 3 2 23 1 23 2 2:3 2 3:4 1 2 3 2 3.3 2 3;4 1 2 3 3 3 4 2 1 2 4 4 40.000 PSF 79 ° C,D,E,F,G, H,I,J,K,L 2 2 1 2 2 2.2 2 2 3 2 2.2 2 2 3 2 2 3 2 2:2 2 2.3 2 2 3 2 2 3 2 2 3 2 2.4 2 2 3 2 3,3 2 3.4 2 2. 3 2 3.4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 212 A,B,M 2 2 1 : 2 2 2 2 2 2 3 2 2 : 2 2 2:3 2 2 , 3 2 2 2 2 2 ; 3 2 2.3 2 2'3 2 2 3 2 2 4 2 2.3 2 3 ; 3 2 3 , 4 2 2 : 3 2 3 ; 4 2 3 5 2 3 3 2 3 4 2 4.5 2 3;3 2 4:4 2 1 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2:2 2 2 2 2 2 3 2 2 2 2 2:3 2 2"3 2 2.2 2 313 2 2 4 2 2 3 2 3 3 2 3'4 2 2.3 2 3 ;3 2 3,4 2 2 3 2 314 2 3:5 2 3 3 2 3 4 2 4:5 2 3:4 2 4,5 212 A,B M 2 2 2.2 2 2,2 2 2 3 2 2 2 2 2 : 3 2 2 3 2 2.2 2 3;3 2 2.4 2 2 : 3 2 3 3 2 3 4 2 2 3 2 3;3 2 314 2 2;3 2 314 2 3 :5 2 3;3 2 3:4 2 4:5 2 3 4 2 4 5 212 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 :42. 2 3343 2 2 .42;334353;33;43;5334:5463;45;5 2 3 4 2 2 2 3 2 2 3 4 2 2 3 5 2 2 3 3 2 2 3 4 3 3 3 5 2 2 3 3 2 2 4 5 3 3 4 6 2 2 3 4 2 2 5 5 222;2222322233;42'33:33 A,B,M 2 2 2 2 2 3 1 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 2 2 2 2 2 • 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 22 2 23 2 3; 4 2 2 3 2 3:4 2 3:4 2 2 3 2 3:4 3 3'.4 2 3:3 2 3 4 3 3:5 2 3,3 2 414 3 4:6 2 3 4 3 4.5 3 416 2 3;4 3 5;6 2 2 2 2 2 2 2 3 A,B,M 2 -21i; 2 2 2 2 2 ; 2 2 2;3 2 314 2 2:3 2 3;4 2 3 4 2 2 : 3 2 3:4,3;4 3 2 3 ; 3 2 3 ; 4 3 3 5 2 3; 3 2 4; 4 3 4; 5 2 3; 3 2 4;5 3 4:6 6 2 3: 4 3 4:5 2:2 2 2 2 3 friar • • Dater Revfedoner ROW By: F.K Oafs: 1111306 B ADD I � YYHEREAN (NY II STRICTED BYSQE Rend Br •F.K bar 1124/08 •• • • R A NO CHANGE THIS SHEET awaked Br Goer J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL A SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 2 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 3 PRODUCT REVISED as complying with the Pbrii Biddies Code Acceptance Na E . don Date By Doti FiteDDI- 04 201/ ANCHORAGE SPACING, 1/1 WINDOWS ne< ALUM. SINGLE HUNG WINDOW, IMPACT seriveltader SH700 NTS owe 8 •► 11 Thrift No. 4040 -20 Raw 8 a a/ Robert L. Clark, P.E. PE #39712 Structural • •• ••. • • • • • • • • ••• • • • • ••• • • • •• •• • • • •••• •• •• • • • • • ••• • • • • • • • •• • • • • •• • ••• • • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • • •• • ••• ••• • • • • • • • • • •• • • ••• • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE. FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 0 "ONZ�Ztn0 tV0 ''� 0 O U U s? U o y U ZrZc+ O 0 U OriO 0 o �ONZ�Zch 5 c. O 0 U Oci 0 o ONZ�ZC 5 U O 0 U ONO 0 o )ONZ�ZcnO�Z�ZcoONZ�ZchONZTZ U O 0 0 ONO 0 o U O 0 0 ONO 0 o 0 O 0 0 ONO 0 0 0 O 0 0 O 0 WINDOW WIDTH GLASS TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1`1 1 1 1 1 2.2 2:1 2'2 2:2 2,1 2,2 2:2 2 2 2:2 2:2 2:2 2:2 2.2 2:2 2,2 3 :2 2.2 3 2 3 2 2:2 3:2 19'125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 79 C, D, E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 111 1 1 1 1 2 2 1 1 2;2 2 2 2:2 2 2 2,2 2,2 2,2 2:2 2.2 3°2 3:2 2::2 3 2 3:2 2'2 3 2 3.2 2:2 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1,1 2 2 1: 1 2:2 2:2 2;2 2,2 2:2 22 2.2 2 2 2:2 3 2 3.2 2:2 32 3.2 2,2 3.2 3 2 2.2 3;2 PSF 68 77 C, D, E, F, G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 111 1 1 111 2;2 2:2 2;2 23 2;2 22 3;3 22 3;3 33 32 3;3 33 2.2 3:3 4.3 3:2 4;3 4.3 32 4 3 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 1 :1 111 2 2 2 2 2:2 2:3 2: 2 2 :2 3: 3 2 2 3 3 3,3 3 2 3,3 3:3 2.2 3:3 4:3 3 2 4 3 4:3 3 2 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 1'T1 1 1 111 212 2 2 2'2 2,3 2.2 2.3 3,3 2:2 3 3 3 3 3.3 4 3 3 3 2 3, 3 4 3 3 2 4 3 4.4 3 2 4.3 A,B,M 1� 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 41 2 f 2 2.2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3.3 3 3 4:3 3 3 3.2 3 3 4 3 3 2 4 3 4:4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 111 1 ;1 111 212 2 2 2;2 2.3 2:2 3,3 3:3 2:2 3:3 4:3 3 3 4.3 3 3 3:3 4.3 4.4 3.3 4 3 4.4 3.3 5 3 A,B,M 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1�1 111 111 22 2.2 2:2 2 3 2 2 3:3 3'3 2.2 3:3 4.3 3:3 4:3 3!3 3,3 4 3 4,4 3:3 4;3 4:4 3.3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2° 2 2 2 2 2 44,400 H,I,J,K,L 111 111 111 ^212 2 2 212 3:32233342:33: 3443:34 :34;43:34:34:4334'34:43'35`4 ABM _ 2 2 _.. 2 2 2 _2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111'111 212 2 2 2^12 3!3 2:2 3;3 3.4 2;3 33 44 33 413 4:4_3i3 4 3 44 3 3 4i 3 4.4 3:3 54 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111 1j1 111 212 2 2 2 2 813 2 2 33 34 33 3'3 4;4 33 44 4 4 3 3 44 44 43 54 4,4 43 5;4 2 2 2_ 2 2 2 2 2 2 2 2 3 2 2 .2 2 2 3 2 2 3 2 2 A,B,M 111 1 1 1 `111 212 2:2 _2 2 1 - 2 3 3 2 2 3 , 3 3 4 3:3 3 ' 3 4 4 3 3 4 4 4 i4 3 3 4 4 4 4 4.3 5 4 4.4 4` 3 5 4 • PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 • 53.125 H,I,J,K,L 117 1 1 1 1 2J2 2 2 2 2 3[3 3 3 3'3 4'4 3:3 4'4 4 4 3 3 ,t1.1. 4 :4 3:3 4'4 5 5 4`3 5:4 5.5 4.3 54 A,B,M 2 2 2 2 2 2 _3_ 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1 1 222 .•_ 11-1 :22123133:3.3;34:43,34;44 :43 ;34;44;43;34;45 :44;35;454435 :4 rot Br ROW OF F.K D.& Ravislanr pee 11 /13/06 itevislonx B REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. Roved By: • F.K By: ▪ F.K. Dam: 1/24/06 Revlsionx A NO CHANGE THIS SHEET Dix 7/29/05 aloe= re J.J. 2/23/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 I ""_ Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 313 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT RIVARD na comps with lie Pladda Natal* Cade Acceptance No Wla ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT ssdMNuaat SH700 Sake NTS 9 of 11 Cowin g tin 4040 -20 Ric B Clark, Robe L L . Clark, P.E. PE #39712 Structural • • • • •.' ••• • • • • • • • • • • • •• • • • •• • • • ••• • • • • • •. • • • • •• • ▪ •• • .. • • • • • • . • • • • •RS%dap • • •• • • • • • ANCHOR QUANTITIES SUBSTRATE: � ANCHOR TYPE: ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 c ;1 0 z 0 0 -- ON 0 0 ONO 0 0 0 -- ZcN 0 0 ONz 0 0 0 OCNO 0 0 0 NZ 0 0 -- ON?ON 0 0 ? 0 O 0 0 ON 0 0 O 0 NO 0 0 "- ON 0 0 ?O 0 NZ 0 0 Zc 0 0 N ON 0 z 0 0 z 0 WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24 000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 21112 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 4 1 PSF 4 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 63 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 .3 1 PSF 79 3 1 76 79 3 1 77 79 73 79 79 66 72 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 K,L 1.. 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3_ 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPES 0 N o NO 0 0 - Oce 0 0 ii 0 NOrOc 0 0 0 0 V§ 0 N0.- 0 0 oN§. 0 c0�1 7NO �j o 0 c i .- Oc�iQNO- 0 0 5 0 0 0 Occii 0 0 0 NO�ON 0 0 0 0 §NOr- 0 0 0 ONQ`4O 0 0 „d 0 0 0 -- O 0 WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 21112 2 212 31213 312'3 31313 31313 4 1 313 4 1 314 40.000 74 2 1 2 1 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3_I 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 44.000 2 1 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 48.000 63 72 73 2 2 1 2 2 2 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 .3 1 4 5 1 3 1 4 5 1 3 1 4 • 53.125 - 73 66 72 2 2 2 2 3 1 3 4 1 3 1 4 4 1 3 1 4 5 3 4 5 3 5 5 3 1 5 ••• • • . • • • • • • • • • •.• • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • •• • • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD -18 1/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM sA VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JANE ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 A TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 PRODUCT REVISED as eoarplg with it Plthith Raiding Code Acceptance No e By: FJG Ate: 11/13/06 Revtabnc B REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAK WHERE ANCHOR QTY 1S RESTRICTED BY SIZE revsdB FJG Dog 1/24/06 A mar F.K Daft 7/-9105 reae,. J.J. NO CHANGE THIS SHEET Oak I 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pi T Visibly Better ANCHORAGE SPACING, CUSTOM VIEW awx ALUM. SINGLE HUNG WINDOW, IMPACT 6 .hell est s•yc Mat iftwingft SH700 NTS 10 of 11 4040-20 Ro rt L. Clark, P.E. PE #39712 Structural • • • • • •• ••• • • • • • • • • ••• •• • • • •• • • • • • • • • • •• • • • • • ••• • • • • • •• • • • • • •• • • • • • • • • •• • • ••• • • • • • • • • • • • • •• • • •• ••• • • • • ••• • • • • • ••• • • • • • • • • • • •• • • ••• • • 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 0• • • •tt •••-- ALEXTERIOR INTERIOR L HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) 1 , 1 3/8" MIN., 1/4" TAPCONA • •� .1.3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. 1/4" MAX. SHIM --•-I I-�— ' " . .> •• • II el•�uun��t nu�,ntt.nu -�Illl�0� �••l Ahllll�l 11Hlplllllll► JI 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)A • • • •• • 3.35 KSI MIN. CONCRETE Y.•: r'— OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1 3/8" MIN. ALA 1/4" MAX. SHIM 1 3/8" A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)A DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX. ---,— SHIM WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A DETAIL G, (SILL) WOOD FRAME PRODUCT MgVII= as cemptoin wt111atialitdis Beleag Cade Antigone r.._. Expit,atien Dm 'F.1rli is it Dade Predict Br • • day F.l( Dabr new 11/13/06 R B ADD INTEGRAL FIN ANCHORAGE UPDATE & REORDER NOTES. ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. X4/08 A ADD NOTE 6 RE FIAT HEAD ANCHORS. nekt 9/1/06 Chocked By: J.J. rarer 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT S.r•lbdae 811700 s•,* NT$ 4040 -20 //7 Robeft L. Clark, P.E. PE 939712 Structural ANCHORS DETAIL "B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS H. ANCHORS DETAIL A ANCHORS DETAIL A n — \ \-1 „ / ■ J ■ M1 1 is , W W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W i +W2 MULL LENGTH = Hi NOTES: 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFErNL'g :: T. T: RERORTS: FTL -2902, 2903 AND 2975. •• •• ••: ZLQQ.rt TRON NOA: 04- 0721.01, 03- 0225.05 • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS'POODU,OT > S BEEN. DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® ME s 77-if ,LORIk; j�ILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ONE (H01(2).. . • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO 7 E •STR�ICTUfi% ANCHORS DETAIL "8", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS 1 e/ — \ \-1 .. /// , / eJ , , e/ / w W = W 1 +W2 +W3 H = H 1 +H2 MULTIPLE WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W i +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS MULLIONS 1 ( J WW1 W2 MULLION w- W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W i +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, MAXIMUM OF (7) UNITS. • • • • • . : ••• • • • • •• .. • H = H 1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W QUANTITY AND LOCATION, REFER TO SHEETS PRODUCT RENEWND a.eemplyks with t Midis Ridding Code Acceptance !;, 025 0 ?- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L' Clark, P.E. PE #39712 Structural T INDUSTRIES Revsd F.K. Revsd By: F.K. no/o6 Dat 515/06 Revisions: DADD NOTES 5 &6 Revisions: C-ADD TECH. REFS. Drawn By: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, F7. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Scale: NTS Sheet: 1 of 7 Drawing No. 6221 Rev: PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 WOOD BUCK REMOVED TO CONCRETE 1 SEE FOR 1" MULL '4" NO 1 TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" WOOD /— BUCK PGT 1 x MULLION 2" OR 4" SEE NOTES 2 & 3 1 MIN. 2:h(TYP) 11(TYP) #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR EMBED. SEE NOTE 2 TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" NOTE 1. 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" i . • SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1 /2 " 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO- CW•TU: E:H,,.F; Tj- II•QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OJ: eistiElys RER CLIP). 5. IMPORTANT' •QUAN77TY• &F• •4NCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARD .1. TH$QU 4.ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE :414 ;PRCSSURE .RdL4 D FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING a:Nb4tIONS'IVQT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERtNOE TEST R PQRTs,• FTL -2902, 2903 AND 2975. • ... . • • _I 1• I I PGT 1 x MULLION -- MIN. 28(TYP)1g(TYP SEE NOTE 1 F2. OR 4" Ira #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2 MIN: 2 (TYP)1 (TYP) E2" OR 4A—i #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 • - • . 51 WOOD BUCK ••. • MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" MODUCT RENEWED as a�i IJte Maids TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Dat : Revisions: 5,3%6 D— MODIFY NOTES 3 & 5 573/04 R AsDoO n s: E MBED. DETAILS Date: 4/28/00 3d; 6 Robert L Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Revsd By: F.K. Drawn By: P.J.P. Description: 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CUPPED MULLION Series/Model: MULLS Scale: Sheet: NTS 2 of 7 Drawing No. 6221 Rev: D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 4 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR..1 ..MULL. • . . MULL SIZE*•• •• it; 1 x2x3%8 ••• 1 5/1'6 • 1 x 2 3/4. x.3 /8 • 1..15/16 �•- A/2 4MAX• j4AX. TA _1 A TWO (2) ANCHOR LOCATIONS — A/2 SMIN ILL 1 ONE (1) ANCHOR LOCATION ® THREE (3) ANCHOR LOCATIONS SMIN. TYP. SMIN L-AJ © TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR •• PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON • • • SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 1 x 2 "t `1' x► a1,L32.; 1. •3/ • • 2,3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION . .SHOWN AS MAX. 1 x4x3/8� " 3'3/16• • ••• • • • • ••• • • • • • • • • • • • • ... • • • • •• •• . 3. REFERENCE TEST REPORTS: FTL -2902, 290.3 AND 2975. • • SMIN. 116 TYP. SMIN •i- .- -A --.. MA © FOUR (4) ANCHOR LOCATIONS 8MIN.TYP. (2)EQ. SP. @ (4)EQ. SP. (A- 3/4)/2 (A- 3/4)/4 6 D SIX (6) ANCHOR LOCATIONS 8A9IN.��A -- :1 O THREE (3) ANCHOR LOCATIONS 7 8MINJ 313-6-- -J FIVE (5) ANCHOR LOCATIONS PitOQUCF RENEWED as compbtag with tie Florida o il •D TO BE USED ONLY WITH PST INDUSTRIES PRODUCTS Robert 4. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rev s By: Revsd By: F.K. Drown By P.J.P. Dot: 53 %6 Dot: 55/06 Dote: 4/28/00 Revisions: D -NO CHG THIS SHT Revisions: C- REDRAW, ADD DIM. &NOTE Description: 1 " HEAVY WALL, ANCHOR LOCATIONS Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Scale: NTS Sheet: 3 of 7 Drawing No. 6221 Rev: 2 •• ••• • • • • • • • ••• •• • • • • • • • • •• • • •• • • • •• • • • •• •• •• ••• • • • • •••• • •••. • • • • • •• bTF: ••• • •••• •• • • 1 8 1 2 1 8 21 32 1 3_,,,,. 4 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • ••• •. • • • • • • .• • • ••• •� • 1 8 1 8 I ROODUCT RENEWED to mpg tie Florida AoeaptanccNo !, -D .0 Odin TO BE USED ONLY WITH PGT ' INDUSTRIES PRODUCTS c.3/34; obert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Bohr F.K. 530/06 Revisions: D -N0 CHG THIS SHT Revsd By: get A/06 F.K. 5/5/06 Revisions: C -N0 CHG THIS SHT Drawn By: Date: P.J.P. 4/28/00 Description: 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Titre: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: 1X Sheet: 4 of 7 Drawing No. 6221 Rev: CHART 2. -1 x2.75x.375 QTY. & TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING CLIP TO MULL I\ 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 MULL LENGTH IN INCHES (2) A (3) B (3) A (2) A (3) A (3) B (3) B (3) B (2) A (3) A (3) B (3) B (2) A (3) A (3) B (3) B (2) A (3) B (3) A (3) B (2) A (3) A (3) B (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (2) A (3) A (4) B (3) B (4) B. (2) A (3) B (3) A (4) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 170 170 149 170 170 170 170 170 170 170 170 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99. 90 90 84 84 113 113 97 97 85 85 77 77 72 72 86 86 73 73 65 65 58 58 54 80 661 50 80 77 77 76 76 76 76 76 76 68 65 65 64 64 63 63 63 63 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 67 67 57 57 50 50 45 45 41 41 38 54 54 45 45 40 40 35 35 32 32 30 42 42 38 40 40 38 38 37 37 36 36 36 36. 35 35 33 33 32 32 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART I. -1 x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 80 • .87. • • •l3 .5�•' • '66 ••� •� 72 .. �� 32'. .. $. •30: • 84 •.904 96 _ ••• • MULL LENGTH IN INCHES (2) A (2) B (1) B 155 129 115 94 38 24 19 . 1� (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) A (2) B (2) B (2) A (2) B (2) A (2) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 142 134 130 130 130 130 130 130 130 116 107 102 100 99 99 99 99 99 100 91 85 82 80 80 80 80 80 81 73 68 64 63 62 62 62 62 8 • •4 • .43 • •51_ • • 47 44 42 41 41 41 41 40 37 35 34 34 34 34 • 38. 34 32 30 29 28 28 28 32 29 26 24 22 21 20 20 20 •Z5 • 20 •24 • 22 20 18 17 17 16 16 20 18 17 16 15 15 •17 • 16 • 1.6. • OP 1• • • • • • • •• Vertical Mull Mull Length Opening Width Horizontal Mull Opening Width I_ 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. PitODUCr RiEW1D as complytag with the Mikis &dam Code Ao aacerto 1 -01 5.01- Expiradon 11711'14I TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Struct=ural INDUSTRIES Revsd By: Dat : Revisions: F.K. 5,3 %6 0 —NO CHG THIS SHT Revs By: 5/06 Revisions: C- MARKED REVISIONS Drown By: Date: P.J.P. 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CUPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 5 of 7 Drawing No. 6221 Rev: D CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 50 60 (3) B (2) A (3) B (4) B 70 80 90 100 CLIP TO MULL & (2) B (2) B (2) B (2) A (4) B (2) B (3) B (2) A (4) B (3) B (2) B (2) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A. (4) B (2) B 110 120 130 160 (3) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A (4) B (2) B N w U Z z MULL LENGTH 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 133 152 117 155 134 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 118 106 91 84 67 54 44 31 135 108 91 84 67 54 44 31 103 118 93 92 92 81 114 107 81 105 87 99 83 95 81 93 80 91 80 91 80 91 86 97 81 90 77 85 75 82 73 80 73 79 73 79 73 73 67 67 63 63 60 60 58 58 56 56 56 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 45 45 71 71 63 63 56 51 51 48 48 45 45 43 43 42 42 40 40 57 57 50 50 44 40 40 37 37 35 35 33 33 32 32 30 30 46 46 • 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull Mull Length •• ••• • • • • • •• •a • .•••.. • .1�- �Ln9 -•-I� : •: • 'Widths • • • ••• Horizontal Mull Opening Width Mull Length Multiple Mulled Units 1 \pening Width Mull Length • •• • • •• • • •••• • • • •• •• • ••• •• ••• • • • •••• • • • • • • • • •• • • • • • • 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. EL CO 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. astasplAgvritit Ike fluids BildissOde Acceptimeg -o t2 .01 KS ; • . PIJ 1 `- it' sue TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural ; • r INDUSTRIES Revsd B 5 %30/06 Revisions: D--NO CHG THIS SHT Revsd By: F.K. Dof: 575/06 Revisions: C— AdARKED REVISIONS Drown By: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Scale: NTS Sheet: 6 of 7 Drawing No. 6221 Rev: D CHART 4. - 'I x4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 1 CLIP TO OPENING (2) A (3) A (4) B (6) B (2) A (4) B (3) A (6) B MULL LENGTH IN INCHES CLIP TO MULL/\ 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 (5) B (5) B (5) B (5) B (2) A (4) B (5) B (3) A (6) B (5) B (2) A (4) B (5) B (3) A (6) B (2) A (4) B (3) A (6) B (5) B (5) B (5) B 100 (2) A (4) B 110 120 130 160 (3) A (6) B (2) A (4) B (3) A (2) A (6) B (4) B (3) A (6) B ..c3)A 6) B (2).A (4) B (3) A (6) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B • (5) B. (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 170 170 170 170 169 143 170 170 170 170 170 170 170 170 162 136 170 170 170 170 170 170 170 158 170 131 170 170 170 170 170 170 170 170 157 128 170 , 170 170 170 170 ' 170 170 157 170 127 170 170 170 170 170 170 170 170 157 127 170 170 170 170 170 170 170 170 157 127 170 170 170 170 170 170 170 159 170 144 170 133 170 126 170 121 170 117 170 170 150 170 135 170 125 170 117 166 112 156 108 169 116 150 106 166 116 165 116 165 145 105 144 105 144 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 144 170 140 170 128 138 125 121 111 160 148 117 112 108 98 140 129 102 102 99 90 126 116 92 95 92 83 116 90 108 106 87 99 83 77 77 86 83 73 102 83 93 80 73 69 98 89 69 81 78 66 95 _ 87 66 79 75 62 93 84 62 112 112 92 92 64 64 95 95 78 78 54 54 82 67 47 82 67 47 74 60 42 74 60 42 67 67 62 54 54 50 37 37 34 59 59 50 50 43 43 38 38 34 31 62 58 50 47 34 i 32 31 1 29 58 54 47 44 32 30 54 44 30 52 42 28 52 42 28 48 38 25 48 38 25 29 27 27 26 26 23 23 27 27 22 22 19 19 17 17 15 15 Vertical Mull .• ••• Mull Length 1 • ••. �_-' 19idtM • • • • •• Horizontal Mull Opening Width Mull j 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. 6,•-�Ya at -+�. •e t.ert C!ar.:, P.E. PE, IM 712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd ev: D•t : Revisions: F.K. 5/3 %6 D —NO CHG THIS SHT Revisions: C- MARKED REVISIONS �T INDUSTRIES Dat: 5%5/06 Drawn ey: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 7 of 7 Drawing No. 6221 Rev: D 4 411 - hil,ami Shores '01/RT.,- 1 DATE i ad° , AOP ' APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE \MTH ALL FEDERAL. STATE AND COUNP,' RULES AND Ar • • • "" 0411 se o 000 i . e so e • s see ** • • es • • 0, •0• 00 • • • 00, 0. ee 0 • • • • • • • e! • • * 0 • • * **** • • es. • • se 0e • • 000 46 00 • • • 0 es* 000 • • ••• • • • • • • • • 7,• • •• • • ••• • • • • 010 • • •• • • • • • • • • • • •• 0: • 0041 • • • • •••