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WS-08-1594
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 1011j12008 Inspector: Bruhn, Norman Owner: BURKETT, MARTIN 9gT 16 Job Address: 434 95 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060140460 Lot: Phone: (305)253 -5211 Building Department Comments TO INSTALL IMPACT WINDOWS AND DOORS Passed 9 Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, October 9, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): ECEI VED AUG 2 .. 2008 Roofing Permit No. \N S0 46^ Master Permit No. Owner's Name (Fee Simple Titleholder) ( 1 D,r () r er 1► vI�K. C"fT Phone # `t/ " % U �� � Owner's Address G 96 5 City E WO/ LM 6 State . •q� L — zip 3 313 Tenant/Lessee Name Phone # Job Address (where the work is being done) 3 ( 6 q53-1- M (o ilA l Shoe LY) I' L 3 3) 3 3- City Miami Shores Village County Miami -Dade Zip 33/i e/ FOLIO / PARCEL # 1139- 0(.01140460 Is Building Historically Designated YES NO Contractor's Company Name '‘) a in 1 / ( �- . �— W (mod ©tt) Phone # ?p 6 - �� 6, 0-1,7)-/ Contractor's A dress UU L + p S-1-- '-/ City 1 �h State FL- Zip 3 3 l�cw /' r f P�'c� � g Cr- ID-1 Qualifier Name � lD (J � Phone # 30 a State Certificate or Registration No. Certificate of Competency No. 97 65©03 7 Architect/Engineer's Name (if applicable) �` f �'� �� � Value of Work For this Permit $ /21abA l ®o Phone Square / Linear Footage Of Work: cJ � `5-72/47afr Type of Work: ❑Addition ['Alteration ['New 4 Rep onP`'.i" U)i Irld.0 �.� o Describe Work: R s 4 ❑ Demolition ******** ** * * * * *** * **** *** * * ** ** *** * **** Fees************* * ** * * ** * * * ** * * ** * ** * *** ** ** **** Submittal Fee $ Permit Fee $ 0 0 e> CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be 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 no be approved and a reii specti n fee will be charged. Signature 6(01/45- S-7o-ga -O Owner or Agent The foregoing instrument was acknowledged before me this! r day of4105 ,20©',by VJr sL e rke. il who is personally known to me or who has produced ,23-e33° %0 ° $a -'7-O As identification and who did take an oath. NOTAR PUBLIC: Sign: Print e- Oso 7 My Commission Expir * * * * * * * * * * * * * * * * * * * * * ** ROSA I. PALACIOS ota Public - Sta My Commission Expires Dec 28, 2009 F” Bonded By National Notary Assn. * * APPLICATION APPROVED BY: (Revised 07 /10/07) Signature Contractor The foregoing instrument was acknowledg day of 44/5 U�s+ , 200 .l , by . , / 6041"ref® , who is personally , nown to me or who has produced as identification and who did take an oath. NOTARY before me this ROSA I. PALACIOS Notary Public - State of Florida y Commission Expires Dec 28, 2009 9� Commission # OD 492703 -1't'" Bonded By National Nntaui_Agsn. My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 113R 0(0014 0/W STATE OF FLORIDA COUNTY OF 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. Legal description of property and street address: q3/4 M E 9 5 S 7 . %'1 j t , t Ft- • 33 i 3S.' Lo tS G� '4- s bk Miictm; 5I1or.es Sec a fb 10 105 3"7 2. Description of improvement laui aaA4 u1/4 9r4 15 oo f2. .z 1111111111111111111111111111111111111111111 C -F1 2Oe 18R066' - 1 OR el: 26523 Ps 3821; (fps) RECORDED 03/13/2008 14 :29.31 HARVEY RUV1IWir CLERK OF COURT MIANI -G' iDE COUNTY? FLORIDA LAST PAGE (n EVENED I Alm 2, :ooe 3. Owner (s) name and address: r ' l� 1 O. S t'10. /JU f �i 3�1 1•S E. q Sf M i Ww‘i FL .3513g Interest in property: LQ V\ t Name and address of fee simple titleholder: 4. Contractgr's name and address: YO✓► -h i( I 67 l a s s 0„ u S qv) Q co N i ckl ec.,k, Fs_ . 3 S o 5. Surety: (Payment bond required by owner from contractor, jb ERT FY that this is e t original Name and address: /� f $4- filed; t is aka en Amount of bond: S .' HARVEY RUVIN cuii end Cora 6. Lender's name and address: N-* „�1�,./ 7. Persons within the State of Florida d signated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) )3 ii- (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 1/ _ ., Signatur of Owner Print Owner's Name Sworn to an 1 Notary Publi Print Notary' My Commis on Expires: is ibed b rip ame ice. -054k -y Eff is g ' day ofAV;51, 200g Prepared by: QOStd RA et. CA 03 SSY 1e1oN teuojeN A8 Papuoe ; ress: 1 &_ ii. 1 G o- SS at CO; n ID OCR ► CO 6t . Q : uoiSsiww03 � � � � = !I �� 5 -( �a` a(t t ft 330) 110 SIMS - allgnd AMON o �'�� Form 10.1 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. 0 Deser! • lion of Wfadow Product eco • tan ee Product • . royal 0 • n Roo: h 0 • ealn Shutter Re • aired Mullion Re aired Im • act ' . =ha : .. or oor or ' , n pn er ... , . n sure GO ' o es o es o 4 _ (t) PS7 ( -) PSF ( +) PSF (4 PSF I I., w. . (4_) D - ' , o6 ; cite � o .o �. t a 6( k N 2 it (el.) . os -0I ( *. u 30.0 16.o 624•* 51.91 51-) ra k if .c t( ., nB -01 11- it De- 011%..1I 10.0 1P0 Q 'O.o 2.0$ .51 5 4 . 1. 2 59.36 37,E 50 4-4 y.63 ., .. r , t. it � -0 I5. 0' ...o o 1, t 2 -, , 32.4 .3•I .. .' 0 NT ., b 51. " .:.o 4.5'.0 IMEIIMETA 3 s130 gg ,' .. 0 ., O 1 0, rzepmarkia b 1--0 (5, " .0 .o . 0 17) 0 40,,0 I5t0 MErE' 1(-50 ,t .` ' Gilivara% .80 5$, tit 4, a '' ^ `, 4,• ` 1 11 - (t. 10 Th42 b l-A 5o N 1V 1! 2. Wit• K A 0 %-01 I4- • t I.o 14.0 _ 0 -0 •I1 0,.D .0 .3."' A'X50 ./ 4 • rt f. If 3 .l (, 0 —' 1540 , � y . o - , , �3t � Lii 171 1 10 .. DV- - 0815'•o4 .0: '1-5..0 ,- . 3,2: o l<5ZY , .. - •••'r- • •.,t 12 (' ,r -0 0 �-1 . ' r. • ` 1)) , . , ate. A5-0 .• .4 .. `moor ©I--062q_. 10 j`•o o 61. 4 1.0.4` 'so x- 0 n ?: ... • • ••.. • •_.••• • -• 4 • • •.•. ••. - .__. • • . • :"i. • -- • .I • . •• • .• • • 4a4 Pg °I 5r. pct s otes • • ...•. • • • •••• ••... • • • ••.. • •••. • t BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • •• • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • •.. • • • • •.• • • � � • • • • •' MI*ML - -IMDE COUNTY, FLORIDA • • • • • • • • • • ItflEgRQ -DOVE FLAMER BUILDING • • • • • d4 WEST FLAMER STREET, SUITE 1603 bait 1, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 {N ) .. • • • • •3r�E�buldiuicodeonline.com • •• • • • • • • ••• ••' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). - This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series PW 701 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B ", dated 4/4/07, signed and soled by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 034105.01 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07 -0418.06 Expiration Date: February 19,2009 Approval Date: June 21, 2007 Page 1 1GT Industries • • ••• • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • NOTI OF ACCEPTANCE:' • • • •• _ • • • • • • • • A. DRAWINGS 1. Manufacturer's die drawings and sections.: • • .. •• 2. Drawing No. 4259 -4, titled "AluminuiluPt tprsi iSclo : impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7 / :4:0r,.4/it2i ikdlsiim03 ", dated 4/4/07, signed and sealed by Robert L. Clark, F.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YfL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 1105.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 • • • • •••• •••. • • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Safer / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Manuel P Product Control T'IDer NOA No. 07 -0418.06 Expiration Date: February 19, 2009 Approval Date: June 21, 2007 PGT Industries • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • A•• • • • • • • • NOTICE OF ACCEPTANCE'• JVIDTNCEVBM TJTD . •.•. • • • • • • • • • • • • •••• • • •••• • • ••• • • • • • • • • F. STATEMENTS 1. Statement letter of conformance, datesPAppil;l i,•?�01 ?3 signed and sealed by Robert L. Clark, P.E. • ••• • • •• •• 2. Statement letter of no financial interest •date April 1]a7,•signned and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03-1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window -LMI, approved on 02/19/04 and expiring on 02119/09. E -2 Manuel Pe .r,. Product Control E N. NOA No. 07 06 Expiration Date: February 19.2009 Approval Date: June 21, 2007 P 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinucode PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.L APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1TED 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. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control NOA No 07.0.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 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 FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com 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 AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOANo. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10103/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Pe Product Control der NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA A05- 1018.01) E -2 Manuel Per . E. Product Control ' lier NOA No. 07 i 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 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. E -3 anuel ' P.E. Product Contr r NOA No. i ' .22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1503 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.malmidade.gov/buiidinacode 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 C -740 Outswing Aluminum Casement Window L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23 /05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Subbed under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28 /03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03 -0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R No. FTL 3587 dated 10/8/02, signed and sealed by Jo . h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 ; .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PCT Industries NOTICE F ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FIT 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12 /11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to SoIutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTIIFR 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th Aluminum Casement Window — L.M.I., approved • 0 / 3/06, exp E -2 es C -740 5/22/08. Manuel P P.E. Product Contro , iner NOA No. 1: 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 r 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 the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -I01" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09 /25/07, 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 Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -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.L DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \5ln 1. c.Lctma�. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 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, 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. 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 ALUMINUM DESIGN MANUAL V377 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 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 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). BLDG DEPT . • • .. .. • • .... .... f• • . • • • .. • ... ... • • .... .. • • .... .. • • .. ... • • • .. .... • .. • • • • • .. .. • .. • .... • • • • • .. • • ... • ... ... ... • • ... • • • ... • • • • DUCT REVISED aco complying with Florida `Pnxkd Control Revsd By. vet Reviser Read By. F.K 4/4/07 Revisions: B CHG. NOTE2 TO REF. ASTM E 1300 -02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. Raved By: F.K Date: 12/15/03 Revisions: A REDUCE ANCHOR SPACING Orsvm F.K Crete: 7/14/03 cnadcedBy: Dale: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT 8ednvMedt PW -701 TITS Beset 1 of 12 0161010 Na 4259 -4 B Robert L Clark, P.E. PE 1139712 Structural •1 • • .. .. . • .. • • L 1 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 OUTSIDE OR OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE t 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OUTSIDE OR 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 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) • • • • • .. • ... • • ..•. .. • • .• .. • • .. ._ • • .• • .... • .. .• •• •• • .• .• • . •. .. • • .. .. .. .. .. ... • • • .. • • • • • •.••. • . • • ••.• • • • • • •. • •.• • • • .• •. • PRODUCT REVISED as complying with the Florida Bn O% Code AAeeptattce Re O — i % Olio Dote - 7.-1.41P. • 00 I Rersd B Dater Revisions: Revsd By. Data: F.K 4/4/07 Raved By. Date: F.K 12/15/03 Drawn By Date: F.K 7/14/03 B Revisions: A Checked By: NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS //f e-7 Robert 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. 48" MAX. 1 NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92 1/4" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. RECTANGLE c Z MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. t 44 1/4" MAX. DLO ARCH,...., MAX' $,I 4 = 48 °1eg6" • OR MAX. AREA = 3004Q. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. • • . • .. .... • .. ... • • • .. .. .. .. • .. • • • • •.. •• • • ••••• •••• . •. • • • • •• • Revad By: Data Redeem Rgmad By. Data: F.K 4/4/07 RevadBy Date: F.K 12/15/03 arm By: Dam: F.K. 7/14/03 ": B UPDATE ANCHORAGE NOTE R•Asiwis A Checked By. NO CHANGE THIS SHEET Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PJA G- r_ Visibly Better FLANGED ELEVATIONS TIRE ALUMINUM PICTURE WINDOW, IMPACT Same: PW-701 NTS 3 a 12 4259 -4 PRODUCT REV SED as complying with the Florida Balding Code Acceptance Na Expiration Date O. Lt 06 .• • �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. 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. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. 96" MAX. A� 50 1/4" FRAME O.D. 48" MAX. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO NOTE: A FOR 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. CE1..... ... MAX' SIZE = 481'96" OR MAX.'AREA = 3U.2SSQ. Ft' TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. •••• • • •••• • • •• •• • • • • • • • • • •• • ••• •• • • • • • • • • ••• • • • •• • ..•• • • •••• •• • • .. •• • • ••• • ••• ••• • ••• PRODUCT ittv,s(: es complying with the Fktiride Raiding Code Ace Ne 0 Date Rend By. Revisions Rend By F.KC Dam: 4/4/07 Revisions: 8 ADD FRAMEO.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE Rend By F.KC Dais: 12/15/03 Revielon : A NO CHANGE THIS SHEET Drawn By F.K. 7/14/03 Checked By Dam: 1070 TECHNOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Dean INTEGRAL FIN ELEVATIONS nm: ALUMINUM PICTURE WINDOW, IMPACT Seesselsdek PW-701 NTS sheer 4 or 12 omaingrua 4259 -4 Rar B /71 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) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 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 1 -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 r +80.0 I -80.0 +80.0 1 -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 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 AREA 12.96 SQ.FT. 71.000 I A,B,C,D +80.0 ( -80.0 AREA 14.05 SQ.FT. +80.0 ] -80.0 +80.0 I -80.0 15.47 SQ.FT. 17.97 SQ.FT. +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 [ -80.0 +80.0 I -80.0 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 T -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. 24.70 SQ.FT. 25.50 SQ.FT. 82 000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +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 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 +80.0 -80.0 +80.0 -77.3 +75.8 -75.8 -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. 96.000 21.96 SQ.FT. 25.51 SQ.FT. A +80.0 -80.0 +80.0 -80.0 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. +71.9 -71.9 n +63.0 -63.0 +61.5 C +80.0 -80.0 +80.0 -80.0 - +80.0 -80.0 B,D +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: ® _ 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL 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. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. -61.5 +60.0 -60.0 +71.2 -71.2 r +69.5 -69.5 +67.8 -67.8 +80.0 LZ -80.0 +80.0 -80.0 +80.0 -80.0 30.00 SQ. FT. 31.00 SQ.FT. 32.00 SQ.FT. • • • • • •• • • •••• • • • • •• •• • • • • • • • 0 • • •• • 0000 • • 0000 •• • • • • •• • • •• • • • • • •• tae• • •• •• • 0000 • • •0•• •• • • • • •• • •0 •0• • • • •• ••• • • ee ••• • • 0• •• • •• •• •• . • • • • •• etas • • •• ••• • • Rum! By: Data: ar- F.IG Dare: 4/4/07 Rem S UPDATE DESIGN PRESSURES PER AS7M E 1300 -02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. Rowel Br F.K: Dimmer F.K Date: 12/15/03 Data 7/14/03 Revisions: A Oheakad Die CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Dana: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 0 pp T FLANGED UNIT DESIGN PRESSURES w. ALUMINUM PICTURE WINDOW, IMPACT visibly Better Sarrasadadat PW -701 Sande: NTS Waist Drswrgau. Ray. 5 d 12 4259 -4 B PRODUCT REVISED as etunidytag with the Florida Delft Cede AgectidemePle Dane $Z7 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 49.000 A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 45.000 +80.0 r -80.0 46.500 48.000 +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 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 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 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 12.96 SQ.FT. 15.47 SQ.FT. 71.000 j A,B,C,D +80.0 I -80.0 +80.0 [ -80.0 17.97 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. A 76.500 B,C,D AREA +80.0 -80.0 +80.0 -80.0 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 82.000 A 15.14 SQ.FT. +80.0 -80.0 18.06 SQ.FT. +80.0 -80.0 20.98 SQ.FT. +80.0 -80.0 23.91 SQ.FT. +74.5 -74.5 24.70 SQ.FT. +73.1 -73.1 B,C,D +80.0 - 80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 87.500 A 16.23 SQ.FT. +80.0 -80.0 19.36 SQ.FT. +80.0 - 80.0 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 25.50 SQ.FT. +71.8 -71.8 +80.0 -80.0 27.33 SQ.FT. +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. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 29.06 SQ.FT. +63.0 30.03 SQ.FT. 31.00 SQ.FT. -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 FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • • • • •. • • .•.. • • •..• • • •• •• • • • • • • • • • • .. • •••. • • •••• • • • • • •• • • • • .. • .•• • • • • •••• • • •..• • • • • • .• • ••• .•• • .•. • •• • • •• • • •.. • • • •. • ..• .• ••• • ••• • PRADUCT ItEVL4gp as gon1Pking wM the theft Raiding Code Acceptance No MN Rend By Date: Revklaas: Raved Bp F.IG Dates 4/4/07 Revieione: B UPDATE DESIGN PRESSURES PER ASTM E 1300-02 AND NOTES. CLEAN UP TABLE2 DESCR/P77ONAND HEADINGS. Rayed By. FIG Date: 12/15/03 A CHANGE NOTE 1 ANCHORING WITH X12 SCREWS MIMI By. F.IC Dales 7/14/03 Chocked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ! Visibly Better Dasatiptba INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Sattesadodat PIN -701 t;aarr NTS Sheet 6 o 12 Damthig Na 4259 -4 Robert L. Clark, P.E. PE #39712 Structural • • •• •• • • 1 2.784" fzni OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O L Il o � 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 MAX.. DAYLIGHT OPENING FI ga INSIDE VERTICAL SECTION (FLANGE FRAME) •••• • • • • •••• ••• •• • • • .• • •• • • •• •• • ••• •• • • • • ••• •• ---- • • • • • • • • • •..• • •. • • •• •• • • • • • •••• ••• . •• . • • • • •.• • • • . •• • ••• •• • • • • • • • • • • •• • •.• • • • •• • ••• • • • ••• • ••. .• • PtoDucr DEVISED eemplybig tai t e Pkibb Duktteg Cede Acceptance Date Rand By Revsd By. F.K Data: Rer),dmus Data 4/4/07 Revtstons: B NO CHANGE THIS SHEET Raved By. F.K Data: 12/15/03 Raviabnx A NO CHANGE THIS SHEET Daum By. F.K • Dabr 7/14/03 awaked Br Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 BGZ Visibly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT serrasaiodak PW -701 sc HALF Sheet X72 Drawing ft. 4259 -4 B ,Z" //if Robert L Clark, P.E. PE #39712 Structural 2.784" 1 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) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784" MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) • • • • •• • •••• • • •••• • • •• •• • • • • • • • • • • •• • •••• •••• •• • • • • •• • • • •• • • • • • • •• ••• • • • •• • •••• • • •••• •• • • • • • • ••• • • •• • • ••• ••• ••• • ••• • • • I. • PAODUCr REVISED as complying with the Florida Raiding Code Acceptance No Date Revad %. Da Revisions: Revad By. F.K I2ered By: F.K 4/4/07 Reds: B NO CHANGE THIS SHEET Date: 17./15/03 Rewsbna: A NO CHANGE THIS SHEET Drawn By. F.K Wm 7/14/03 Checked Ely: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P.___117 Visibly Better Desalpike SECTIONS, INTEGRAL FIN Taw ALUMINUM PICTURE WINDOW, IMPACT PW -701 s HALF Sheet 8 of 12 4259-4 I B ,/ e„-- //f Robdit 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 PQX #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, 7/16 LAMI GLASS BEAD MATL: 6063-T5 DWG NO. 4255 ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063-T5 DWG NO. 4254 2.784" r .062" 1.875" .077" r 2.500" • • ITEM 1, INTEGRAL FIN FRAME.... MATL: 6063 —T5 DWG NO. 4256A t-- .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 • .... • • .... • • .. .. • • • • • • • • • • •• • .••. • • •••• • • • • • .. • •• . • • • • .. ••• • • • .. • .••• • • .•.• •• • • • • •• • •.• • ••• • PRODUCT REVISED as complying with the Florida Bali Code Acceptance Date Reese By. Reviskevx Row BY F.K -bat: 4/4/07 Flevielonse B NO CHANGE THIS SHEET Roved F.K Date: 12/15/03 Revistentx A NO CHANGE THIS SHEET Mown Br Checked Bp. Date: F.K 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better G EXTRUSION PROFILES & PARTS LIST Mee ALUMINUM PICTURE WINDOW, IMPACT serieelModek PW -701 stele: HALF Sheet 9 or 12 Drawing No. 4259-4 B ._s .131 "DIA.MN. x 2 1/2" NA L, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. I SHIM r .4 • • •a • 4 • CONCRETE ANCHOR (SEE NOTE 1) j 1/4" MAX. I- SHIM WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ®EMBEDMENT • . SEE NOTE 1 FOR • • : = EMBEDMENT • ' e v 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) t INTEGRAL FIN DETAIL B T 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. ,I � EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) FLANGED DETAIL C CONCRETE ANCHOR (SEE NOTE 1) T SEE NOTE 1 FOR • ; A EMBEDMENT:• • • : I 1/4" MAX. SHIM 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, 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. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, 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 ". Ix 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 SPAC NG FOR TAPCONS MAY BE USED. 1/4" MAX. SHIM 1 2x WOOD BUCK (SEE NOTE 3) • • • • • •• • • • • •••• • • •• •• • • • • • • • • • • •• • •0• • • ••0• •• • • • • •• • • •• • • • • •e ••• • • • •• • 0008 • • •••• •• • • • • •• • • • • • •• ••• •• •• • • • • • PRODUCT REVISED coonplyIng with Ike RAI, Wawa Cede Acceptance No Expired= Date Raved By: Da R•vsdBY Dabx F.K 4/4/07 Revsd By: Oats: F.K. 12/15/03 Drawn By F.K 7/14/03 Revisions: B REVISE AND UPDATE ANCHORAGE PER CURRENT FBC Revisions: A -^heolos By: CHANGE NOTE 1 AND FASTENER SPACING Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better AmnOw ANCHORAGE - HEAD, SILL AND JAMBS 7. ALUMINUM PICTURE WINDOW, IMPACT sa, PW -701 Soft NTS steer 10 of 12 4259 -4 • TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE 0 va �> WINDOW "Y" DIMENSION WIND. DIM. 15.0" 1.,2.,4. X Y 20.0" 1.,2.,4. X Y 25.0" 1.,2.,4. X Y 28.5" 1.,2.,4. X Y 30.0" 1.,2.,4. 1. Y 34.0" 2. X Y 4. X Y 1. X Y 39.5" 2. X 45.0" 46.5" 48.0" 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. Y X Y X Y X Y ao 49.0" O.C. CO O ao M N N O CO N 0) CO CO N aP- OD Ch 1 T. e N O CA 00 CO N CO M CO ch co M 0) CO N CO co N P CO M N 54.5" O.C. co 0 N n (0 O P O O O O CO O 0 CO O r O Y CO c*) N X CO Ch Y X N Y P CO N Y N CO CO N P Y N X CO ch N CV O O 60.0" O.C. N P n N O P CO N e- N N op O O co 0) CO O O O 0) O O O 0) 03 O co O CO O 0 co O O P O O P P O O 92 O N P O N CO CV CD (r) (% N CO (r) o) CO O N 0000 (t) 0) r CO 0) N P CO O 0) CV P CO Cr) 0) N N N 65.5" O.C. 71.0" O.C. r) O (D P P N r n 0 (0 O cr) O N C7 O CO Cr) O a vt O Cri O CO 0 CO o) VI- CO 0 O co 0) 0 P c0 0) O co P 1a' M O 0 0 P (D N O CO (D CO _M (D (0 CA co rn CO c h CO C`r) 0) W CA O o) co co CO v- 0) CD P 00 CO 0) et c) O P 0 N 76.5" O.C. 0 O O co 0 ch 0 P et O 0 P 0) co O CO O Ch 0 P CO CO 0) et O co CO- G) et O v- co Cc) O a. 0) 82.0" O.C. CD s- N P n CD • O CO N O O O) CO 87.5" O.C. 00 N O CO N 93.0" O.C. CO N CO O 03 O N O O N o) CO V.. CO O r r O CO O N CO O CO 0) CO 0) CO CO 0 co co CC) N 00 O PP" CO O O 0 P CO O 1 0`0 i(7 0) CO (f) rn CO co O O CO CO 0 P 0) CO N P co (o CO e- 0 CO 0) co C`O O P CO O 0) CO CO O) P CO CO N CD ) O P O CO O 0_0 O P co 0, P co (o CO CO N CO O N P Cal N P ch (() r CA ch (o N r N .r- CV P P CO 0) co O CV O) 00 CO CV P CO M et O CO co CO O N CV N N co CV N P CO co N CV 96.0" O.C. n N O N N r e- t° O r N 0 co CO CO O l`7 CO N co 0) 0 0) (D ti co N O co W CO CO P O CO P O co N 0 N r CO CO CV NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER Revs' By: Dale: Revistentr DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. Rated By: Dam: F.K 4/4/07 Raved By. Damn DRAM By Data: F.K 7/14/03 Remaxur B NEW SHEET Checked By: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Statealthadat Dealer Meat 018M*111 ANCHOR TYPES: 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5. 5/16° ELCO TAPCON • • • • • • • • • roma REINED et complying with tbe Thrift Wang Cede Date *CP By Dade Product Contralti Robert L Cleric, P.E. PE #39712 Structural • TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE 0 w U a 25.0" 28.5" 30.0" Q WIND. DIM. 15.0" 20.0" WINDOW "Y" DIMENSION 49.0" O.C. 54.5" O.C. 60.0" O.C. 3.,4.,5 X CO M N r- 03 0 r N 1` 3.,4.,5 X CO N Y 0 3 3. 4.,5. 3. 4.,5. X CO N P Y O CV CV X r CD Y \tt CO X N P Y CO N N 1- CO LO 0 N 0 0 co 0 op (() CA N O N O LO CO O P (A CO CO LO O r (o X Y O) X CO (q N Y 34.0" 3. 4. 5. Y X X 39.5" Y 3. X 4. Y X 5. 45.0" 3. 4. 5. 46.5" 3. 4. 5. X X Y X Y X Y X Y Y O) \a' CA Ch 0 C'7 N r CD ti O CA 00 C7 N co CA co N •O M (n CO 1'- CO CO C'7 N 1 co N r O O 03 M N X CO Ch N P 48.0" 3. 4. 5. CO CO CV CV CO CV CV CA O 0 CA N CO CO O O r N (O CO M 0) N e- CO (C) O) (A CA CO r N r N CO O M (A N co O CO Cn 0 N O M (n CO P CO CO O r op O CO N. co (n co co 0 N CO 0 r CV 03 0 CV CO CA co (D r CO CO O) r N r r co CO co (() (0 (n co 65.5" O.C. 0 r N. co O r O (0) O N CO V M O N N P L0 CO e- 03 0 CO (4 CO (A 71.0" O.C. 76.5" O.C. 82.0" O.C. 87.5" O.C. O th (h 0 e- 1.0 N N N 1` N N. T- N O (_) Cr) CO r r o O N 0 0 03 C)) (h O T-' 0 (o 0) N CO N P O O CO (O N• 0 CO • (\O LO N r N N N N N P N r N (O ((7 r co CO CO ti 03 \d' CO CO CO co (O M e- 03 O CO (A ch 0 r (O er- (0) CO O) P CO ti CO (r) O O O 0 O r (0) (A 0 co Q) CO Ir W O CO ti (O M () CO 0) O M (D M CO (r) o) O (O r M CO (r) O CO CO N r N CV co CV CV op (C) CO (r) N r (Y) 0 P CV CO CO CO 0 CV 0 O co o) r CO () co co CO CO CO N- M P (D 0 r (O V CO N 'i\ (O CO CO CO (r) CO CA (A (h 0 (O O) CO r O) co N- O O r T" et 0 O (O 0) ch O CO (r) (7 P CO • O CA e- 00 co co O) 93.0" O.C. CO r N CO 1\A 0 (D O N CO CO er- e- N r N (A r CO O CO 03 (n N Cn CO as eP- O ch O r r- CO LO N r CO (O co C)) CO (o C, CO M 0) N CO (fl 0) er (O CO O 03 0, N P O (0) 'a CV CO as co CO CV CV CV (0 ect CV CO th (o CO O r CO _P Cr) (o CO O CO 03 CV LO co CV CO CD (o CA (O CO CO (o CA 00 O N CO O m CO CO O) r CV O) 03 C) CO 'r" co w co co CD CO CO CV co CO () C)) r O m C)) CO M CA CO CO (, CO 96.0" O.C. N N r 0 r CO 0) N CO CV e- N N r CO ti CO Vf CO N CO CO CO CA N r CO CA r O r r N N O NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 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. Thmsbmx O M CA N 0 CO M C) CV O M CA O CO co O) N r (O (l) CO co co (u CO CO O ti CO N V"' F co CV CV co to CD CV CO CV CV CV 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 • • • • • • • • • • CV CV 4 DIM. 1 Road By F.K �r. Drams 8y: F.K Dale: 4/4/07 Date: Dale: 7/14/03 Revisions: B done: Merited By: NEW SHEET Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better Desaiplins ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PW-701 lah'Nt NTS 12 a 12 4259-3 PRODUCT REVISED as compbriag with the Rorkla Bidding Code Acceptance No Date 9 Precinct PE 939712 Structural GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3!16" ANNEALED GLASS WITH AN :090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LAMI 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 TA3LES 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 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CI- PMEIVT,-FQ),Ti,ip;P4 IgP JNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). r NOA DRAWING MAP GENERAL NOTES GLAZING DETAILS DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS5 PART, LIS( • a' 6 EXTRU910N•6 ....... 7 CORDER DETAIL. 7....:...' 5 ANCHORAGE .....8 -11. • SHEET 1 2 ••• • • • •• •• • • • • • • • • • • •• •• • • , • • •• ••• • • • •• • •••• •••• •• • • • • •. • • • • • •••• • .••• • • ••• • • • ••• • •••• e• • • • PRODUCT REVISED as complying with the Florida Code Acr>cp%inc, No O Expiration Date Revsd By. F K. Date: 4/15/07 Revisions: C ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Revsd By: F.K. Date: 10/17/06 Revsloas: B CHANGE TO ASTM E 1300 -02 Revsd By: F.K. Data 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 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. '.?OX 1529 NOKOMIS, FL 34274 d T Desoiplion: GENERAL NO'T'ES`° Thhe: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Moaer. HR710 Scale: NTS Sheen 1 "t 11 Drawing N°. 4127 -10 Raw C Robert L. Clark, F.E. PE #39712 Structural • 1/2" NOM. GLASS BITE 60,61,62) 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 66,67,68,69,70,71 1/2" NOM. GLASS BITE aEXTERIOR 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 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 72,73,74,75,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI • • • • • •• • • • ••• • • ••.• •• . • • •• • • • • •• • •••• • • • • •••• • • •• •• • • • .• •• • • • • • • • • • • •. • ••• • •• • •••• •••• •. • • • • • • • • • • • • • PRODUCT REVISED an complying with the Florida Building Code Accepten*.eNo O 'B 09 Expiration Date Or/ By Mi Di ton Dade Product Revsd By: Date: F.K. 4/15/07 Revsd By Date: F.K. 10/17/06 Revsd By: Date: F.K. 5/13/06 Drawn By: Date: F.K. 2/28/06 Revisions: C NO CHANGE THIS SHEET Revisions: B NO CHANGE THIS SHEET Revisions. A ADD AIR SPACE DIM. TO LAMI IG DETAILS Checked 6y. Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 3OX 1529 NOKOMIS, FL 34274 PcT_ Visibly Better Description: GLAZING DETAILS Tdte: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Scale: Full Sheet 2 of 11 Drawing No. 4127 -10 R C RoVert L. Clark, P.E. PE #39712 Structural • ••• • • •••• • • • •••• • •••• • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 50 5/8" 54" 60" 63" 84.E A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 - 52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 UP TO 111" D, E, F, J,K,L +75.0 - 75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D, E, F, J,K,L +75.0 -75.0 OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. WINDOW WIDTH GLASS TYPE 26" 36" 38 318" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75. 66" 72" A,B,G,H +75.0 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 TABLE 3. IN WINDOWS W/ SAME DLO ARE 1" SMALLER) & (4) WINDOW EIGHT 0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 50 5/8" +75.0 +75.0 -75.0 P54" +75.0 -75.0 +75.0 -75.0 -75.0 • 60" 63" +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +75.0 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 +75.0 - 75.0 - 75.0 +69.6 -69.6 +65.2 -65.2 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS A. 5/16' B. 5/16' C. 5/16' D. 7/16" E. 7/16" F. 7/16" Revsd By: F.K. Revel By. F.K. Revsd By F.K. Drawn By F.K. TYPES: TEST REPORT FTL -4858 (XOX), ' LAMI - (1/8" A, .090,1/8" A) ' LAMI - (1/8" A, .090,1/8" HS) ' LAMI - (1/8" HS, .090,1/8" HS) LAMI - (3/16" A, .090, 3/16" A) LAMI - (3/16" A, .090, 3/16" HS) LAMI - (3/16" HS, .090, 3/16" HS) FTL -4859 (OX & XO) AND FTL -5330 G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI- (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) Date: 4/15/07 Revisions: C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs Date: 10/17/06 Revisions: B REVISE DP TABLES TO ASTM E 1300 -02 Date: 5/13/06 Revisions: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Date: 2/28/06 Checked By J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. ROX 1529 NOKOMIS, FL 34274 SGT_ Visibly Better Deseripeen: DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SertesiModet: HR710 Saab: NTS Sheet 3 or 11 Drawing No. 4127 -10 Rev: C • • • • • •• • • •. • • • •••• •• • • • • •• • • • •• •• • ••• • •• •. • • • • •••• • • •• • .. • • . • • • • • • • • •. • • • • • • •• ..• • .• • •••• ••.• •• . • • • •. • • •1 • •••t•• • • •••,.•• • ••• • a c ; rr . v� i :: Yt with the Florida t B iidi i:; Codte Acceptance No o7-04915.0 g Ex. iration Date�PD/ By Mi Div'. ion Product Robert L. Clark, P.E. PE #39712 Structural • • 27 3/8" –a-- MAX. DLO —� VENT 54 5/16" MAX. DLO FIXED 0 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. 33 9/16" MAX. DLO FIXED C7.1 DLO VENT A 57 3/8" MAX. DLO ALL FIXED LITES 0 X A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. A 63" MAX. FLANGE FRAME ALL CONFIG. IA C 73" MAX. WIDTH I.F. FRAME --� 74" MAX. WIDTH FLANGE FRAME DETAILA -OX OR X0 A 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED A • ..°, . 85 7/16" MAX. WIDTH I.F. FRAME— m-'';� A 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 F. FRAME FLANGE FRAME VIEW D -D A (FRAME CORNER CONSTRUCTION) D • 4141 • • ••.• •• • • • • •• • • 0410• •• • • • • • • •41.41 • •• • • •• •• 41.41 • •. •• • • • • • • 000• • • • • 0041• • • • •• • •• • • • . • • •• ••• •• • •• •0• • i • O 0 00 • •.1.• 00 ••. •• • ••M••• • • •• •.• • • ?',':D ?:(rTEVISED with the Florida tceNoo7 -o: 2. 50 E'S:'is c"l. tloil Dote t`� 20{/ ! By / / /.. ..�! Miatn • ade 'roduct Contm� DM nn Revsd By. F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. Revsd By F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd By. F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By: F.K. Date: 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 dl Deea+nkn: ELEVATIONS T(Ue: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 Seale: NTS Sheet: 4 "+ 11 Drawhg Na. 4127 -10 Rer C obert L. Clark, P.E. PE #39712 Structural EXTERIOR m O 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. FIXED DLO MAX. FIXED DLO —� MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIF FRAME) EXTERIOR SECTION C -C A (VERTICAL SECTION, FLANGE FRAME) SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) A HEAD (VERTICAL SECTION, 1.F. FRAME) A MAX. VENT DLO • • • • • •• • • •.•• • • .••• • • •• •• • • • • • • • • • • •• • •.•• •••• .• • • • • •• • • •• • • • • • •• ••• • • • •• . •••• • • •••• •s • • • • •• • •• • ••• • ••• • ••• • ••• •.• ••• • ••• • PRODUCT REVISED as a irtFltyiag with the Florida Fst,i:'_i , Toxic Aec rce No ir,' ation Date Raved By F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. Revsd By. F.K. Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET Revsd By F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By- F.K. Date: 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Desatpita v SECTIONS Tflle: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Modet HR710 Seale: Half Sheet: 5 of 11 Dmwfng No. 4127 -10 Rev: C v ,1 � Robert L. Clark, P.E. PE #39712 Structural ••• • • • ••• • ••• • •• • • ••• • •• • ••• • ITEM DWG# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 " 13/16" IAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) #8 X 3/4 PH. PAN HEAD " 7834AA 4 4053 13/16" IAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) SASH STOP COVER (SASH STOP) 6063 -T5 AL 13/16" LAMI IG.1 /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 6 4136 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE:, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 1073 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 • : • • • GASKET FOR MAIN FRAME SILL JOINT 1635 74134W/K 15 1155 • •••••• #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G 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 OR EQUIVALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W / GRILL KIT 6063 -T5 AL 644703 55 4222 A CAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZINGBEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 i, 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A ITFM DWG# REV! DESCRIPTION 1 MATL 1 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" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" IAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" IAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG.1 /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE:, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER) 3105 -H14 AL 91 1630 SCREEN CORNER KEY W/RINCS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. • • • • • • 94 1624 SCREEN SPINE - .135 DIA. FOAM EM PVC •.. • : • • • 95 1635 SCREEN SPLINE - .135 DIA. HARD EMPVC •••••• • •••••• 96 SCREEN CZOTH 0.00•• • I.F. FRAME JAMB #4141,6063 -T6 .710 en f 2.624 -�_ 1 1 .062 I.F. FRAME HEAD Q #4139, 6063 -T6 .062 -� 2.710 - .F. FRAME SILL A #4140, 6063 -T6 3.152 • • • • 0• •• • • • • • • • •• .•• • • • • • •. ••. • J • • • O 0 011 • 00 00 00 000 • • • 0000 •• •0• • • • • •00• • • • • • •• 000 •• • 0• • • • • • • • .• • PRODUCT REVISED as compiling with the Florida Building Code Acceptance No 0 Expiration Date Rend By: F.K. Date: 4/15/07 Revis(ona: C ADD ITEMS 41, 42 & 43 Revd By: F.K. Data: 10/17/06 Revbbns: B NO CHANGE THIS SHEET Raysd By: F.K. Date: 5/13/06 -Revlskris: A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Drawn By F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PARTS LIST Tale: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SortesiModet HR710 Scare: NTS Sheet 6 a 11 Orawtng No. 4127 -10 Rev: C obeli L. Clark, P.E. PE #39712 Structural .062 1.373 2.710 FLANGE FRAME HEAD #4102A, 6063 -T6 .490 ji SASH STOP #4025, 6063 -T5 .062 L1.349-0-I SASH TOP & BOTTOM RAIL #4133, 6063 -T5 050 .678 1.096 I GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 73 (6-) FLANGE FRAME SILL #4136, 6063 -T6 L_ .437 .461 HORIZ. ROLLER TRACK #4131, 6063-T6 .061 2.279 J.062 --.-1 1.081 I-•- SASH MTG. RAIL #4006D, 6063HS -T6 7 ( F.050 [ f ] .678 1.096 1 1 T GLAZING BEAD 7/16" #4222A, 6063 -T5 . ..• • . . •.• • • • • • • • • ••• • • • • • • • • •▪ .... •. • . . • • • • • • ••• . .S• • • • • • • • • • • ••• • 3.93.• • • • •• •.. • • . . •• . . . • • .• • •• • • • • • ••• • • • • • • • • • • • • • • • • • • FRAME SILL ADAPTER #4137, 6063 -T6 FIXED MEETING RAIL #4054B, 6063HD -T6 SASH SIDE RAIL #4126, 6063 -T5 .050 "'-, .678 1.115 I - i GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) • • •• 1.513 -►{ x.040 I - 1.443- 4 .738 SASH STOP COVER #4053, 6063-T5 1.363 FLANGE FRAME JAMB #4002A, 6063 -T6 1-1-- 2.784 F.060 .678 1.096 1 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .062 .683 .050 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code Acceptance No O -O = l Expiration Date Z. ©L 2(41 By__�._ %.t�� Mi- ade Product o Di on Rend By. Date: Revisions: F.K. 4/15/07 C NO CHANGE THIS SHEET Revsd By. F.K Date: 10/17/06 ReNstons: B NO CHANGE THIS SHEET Rend By F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By. F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 FIG-Er Visibly Better Descrfpean: EXTRUSIONS Nile: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sad.modet HR710 Scale: Half Sheet 7 m 11 Drawing No. 4127 -10 Rev. C rio'/0 Robert L. Clark, P.E. PE #39712 Structural • • ••• ANCHOR QUANTITIES, XOX (1/4- 112 -1/4) WINDOWS TABLE 4 - NOTES: •••• • .••.. • • • .•. ... • • • ... • "' 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE - .LEX 3 - #12 STEEL SCREWS (G5) • • • •• • • • • • • • • 2. GLASS TYPES: • • • • • • • • • • • • • • A. • 5/16" LAMI - (1/8" A;040,:1/1" A) :.. ' ' •' • • • B. 5116" LAMI - (1/8" A,.090, 178" HS) D. 7/16" LAMI - (0, 1/8" HS) D. 7/16" LAMI - (33//11 6" " A,.0909D9 3k16r AJ• • • :• . • • • E. 7/16" LAMI - (3/16" A,.090, 316: H6)� :. • ;• • • F. 7/16" LAMI - (3/16" HS,.099, 2/1�" Pp) • ; • • ••• G. 13/16" LAMI IG - 1/8" CR3 /1t" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 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 -1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16" LAMI- (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2e MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL cn g HEAD & SILL cn g HEAD & SILL rn g ' HEAD & SILL g ¢ HEAD & SILL g < HEAD & SILL g ¢ 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C3+2+0+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 74.000x 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 I1 +C3 +4 +C3 +11 3 I•- ANCHOR QUANTITY PER JAMB 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 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 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +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 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +131 3 1 +C2 +2 +C2 +1 +C2 +2 +C2 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C3 +3 +C3 +1 1 +C4 +3 +C4 +1 3 3 1 +C2 +2 +C2 +1 1- ( 25 3/4" max. -►1F■1-3" MIN. PWJI)UCT IREVISED es c:: -; ,n;:, with the Florida A ce;t u N a�:':.rL2: ?CCND O -o: _ .og Expiration Date 2 f/ 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 9" REF. ._ 1 1 X 1 1 1 1 1 iii 0 1 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 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 2 3 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 2 3 1 +C2 +4 +C2 +1 1 +C3 +4 +C3 +1 2 3 MTG. RAIL, EXAMPLE TYP.- CLUSTER 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 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 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) By i/% .. 1_ -Q Mi ; t o ado Pro4uct Co Di ':con 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 +G4 +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 3 25 3/4" MAX. 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 t --0-- +-1 1/2" TYP. k•--3" MIN. 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 ✓ /d D Robert L. Clark, P.E. PE #39712 Structural 9" REF. 1111 X I 1 1 1 till O ----,_ t 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 T------__ 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 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 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 Revsd 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 NOKOMIS, FL 34274 pasdpR°n: ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Revved By: F.K. Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD B SILL CLUSTERS Tide: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revad By F.K. Date: 5/13/06 Revisions A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better Seaes/btcdeC HR710 e: NTS Sheet 8 .I 11 Drawing HO 4127 -10 RA1: C Drawn Br F.K. Date: 2/28/06 Checkedey. J.J. Date: 3/23/06 • ••• ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 • "' • ' ' • ' • ' NOTES: . • • • • • • • •' • '• • • • • • ••• • • • ' ' • . • • • • • 1. ANCHOR TYPES: • • • • • • • • ' "' 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) • • • ••• • • • • • • • 2. GLASS TYPES: ••° . ' . . ••• A. 5/16" LAMI - (1/8" A „09Q, t/8;A) . • • • • • • B. 5/16" LAMI - (1/8" A,.080, ur HS)' • ' • • C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.091.3/16 ",A) • • • ••• • • E. 7/16" LAMI - (3/16" A,.090%1-14 3/) . . . .. . • F. 7/16" LAMI - (3I16" HS,.09a 3f11' HEX 6.•. . • G. 13/16" LAMI IG -1/8" OR413/1e" A, 5/16" OPT 3V tFVCE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16° LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X ANCHOR iYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, ;ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL m 2 HEAD & SILL (1) 2 HEAD & SILL co 2 HEAD & SILL Cl) 2 HEAD & SILL U) 2 a HEAD & SILL 2 -, 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2+1+C2+i 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 1 +C2 +1 +C2 +1 n 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 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 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 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 +C3 +1 +C3+1 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 ! 3 ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 OF (3) ANCHORS CENTERED EACH MEETING RAIL PLUS (1) AT EACH OPERABLE VENT (1) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. MIN. O.C. ANCHOR SPACING) MAX. H0-3" MIN. 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER ON ANCHOR PLUS (9) (3" 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +i +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 1,- Ij I 25 3!4° 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 - ascomptr. REVISED as s•�� =.nt}-.rb with the Florida Building Cafe No 0 - o815.O9 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" 1 111 X 1 161 0 1 X _/"i 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 3 .. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2f1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 Acceptant Ex.fration Date /Mr 2o(1 By L/i ......... __ /1 • Mi: �, DadcProduct . ∎ ii DT "ton (SHOWN IN TABLE KEY MAX. "TYP. ABOVE) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1+C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 25 3/4" 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 i --r ~1 1 /2 km-3" MIN. 86.437x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 %° Robert L. Clark, P.E. PE #39712 Structural 9" REF. 1--. 1111 X 1 1111 O 1 X_ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 3 \�_ __ _- OF (4) ANCHORS 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1+C3+1 +C3 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 TABLE 5, SELECT 3 1 +C3 +1 +C3 +1 VALUES DUE TO 3 ANCHOR 1 +C3 +1 +C3 +1 CAP. ADJ. 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 Revsd By: F.K. Date: 4/15/07 Revisions: C UPDATE Desaigis : ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Revsd By F.K. Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 : ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd By: F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better y HR710 s`°� NTS r 9 a 11 Drawing No. 4127 -10 Rev: C Drawn F.K. K. Date: 2/28/06 Checked J.J. Dam: 3/23/06 • •. • ••• • 6, • • • • •• • . • • • • • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE> 2,3, WOOD 2, CONC & SUBSTRATE ZONES ZONES 1, CONC ZONES WINDOW SIZE W v H • J J• _ W U) m m Q CO CO • 'J W • In 1 06 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZON CO , J t%) J m m J CO J Q =U) Q LJCJ) 5 06 -, 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 2 2 3 +1 3 1 +C2 +1 3 +1 3 1 +C2+ - 2 +1 1 +02 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2. GLASS TYPES: 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 1 +02 +1 3 1+C2+1 2 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 1+C3+1 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 1 +C3 +1 2 1 +02 +1 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 1 +C3 +1 3 1 +C2 +1 1 +C3 +1 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 4 1 +C3 +1 3 1 +C2 +1 3 1 +04 +1 2 2 +C2 +2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +03 +1 4 3 1 +C3 +1 4 2 3 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 f +1 1 +C2+ 3 1 +C3 +1 C3 +1 3 1 +04 +1 3 3 3 3 2 3 3 3 3 3 2 • . • • • • • • • • . ••• • • • 2 - 114" EI+CO SSa ;RE•fE -FLt.X; A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 13/4" MIN. E D. TYP. • NOTE 1 A 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL A 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 13/8" MIN. DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 13/8" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) a 13/4" kSLLDETAILSA,BIC,D EXTERIOR INTERIOR • °• MIN. E.D (HEAD , G & H) 1 . • TYP . ,• ;I., . . •• ' • • • • • • • • • • • ▪ •• • • •. • • ••• • • NOTES: • • ''• • 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, U8 QNLY.M4ARA1bADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 13/8" MIN. OR 1/4" SS4 CRETE- FLEICGMB bED % 44,0N.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLAtIEAll ANCNbR$ MUST #1'2 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE Cc)UNTY, USE #12 STEEL SCROVS (G5) OR 1/4" SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. •'' • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON TyIS PAtaE'•A 13c•I1n BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF U131Tct4N BE IIJSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICKCCR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 MIN. 3.4 KSI CONCRETE A 1/4" MAX. SHIM • .•NO ET 1 A 13/4" MIN. E.D. TYP. A 2x WOOD DETAIL C BUCK, © NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS J 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 1/2" NAIL AT CORNERS AND 5" O.C. 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 C.: Florida oq !/ E .iraticI Dam By , /of— ade Product Di on Raved By F.K. Date: 4/15/07 Revisions: C REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD LF. FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION" Raved By: F.K. Date: 10/17/06 Revisions: B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Rend By. F.K. Date: 5/13/06 Revisions: A ADD NOTE 5. Down By: F.K. Date: 2/28/06 Checked 8y. J.J. Data: 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.G. BOX 1529 NOKOMIS, FL 34274 Eldr ANCHORAGE DETAILS nae: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SestealModet HR710 Scale: Half Stmt. 11 of 11 Drawing Na. 4127 -10 Rev. C i/e/e 7 Robert L. Clark, P.E. PE #39712 Structural • • . ••• ••. .•.• • GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS • • 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • • • •S• • • • • A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERL�YEaf�■ • " • • • • • • 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 SAPI.M(EEPSAFE 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 t • • •• E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTAGIIE dRSgFL,E E'PAASE MAXIMUM PVB. • • ; (86,87,88 or 92 1/2" NOM. GLASS BITE 1 • • • ••• • • ••• • : : • k•R ••e • •• r+OTE: ••• . • • • • • 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 f • ' LAM.' IG OUTBOARD LITES MAY BE ••° ; WPSItADED TO 3/16" WITH NO CHANGE • °° • ; • • IRI RESIGN PRESSURE. • • 1/2" NOM. •• • e GLASS BITE. • • • • ••• ° • • • ••• • • • :� ;• : • • • • •• EX'TERIOR 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 AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS a0 - 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 1 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS ---• 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS - 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED as complyhtg withfieFlorida Diddles Code Acceptance No Expiration Date 0 —. Rend By. Daft Roved By. F.K Dote: 11/13/06 Revisbmr B Rend By F.K X4/06 ADD ITEM 92 TO 5/16 LAMI I.G. GLASS (AA,A) & LAMI IG NOTE NO CHANGE THIS SHEET DD•,,, y Date: Checked By; Date: F.K 9/1/05 J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS [FAG" Visibly Better SH700 nom: ALUM. SINGLE HUNG WINDOW, IMPACT Saar Full owe 2 of 11 Paving No. 4040 -20 3/7 Robert L. Clark, P.E. PE #39712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ GH SILL OPTION Q TABLE 1. TIP -TO -TIP F ME DIMENSIONS WINDOW HEIGHT WIDTH 63" 66" 68" 70" 72" 74" 76" 48" A,B,M 0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 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 ® +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 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A,B,M Q +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,MA +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 • • ••• •• •• --•- • • • • • • • • • • • • • • • • • .•HT. • • • • • •••• • „X• S SH • •• ••• ••• • • • • • • ••• • • • • • : •• • • ••• •• •• • • • • ••- 000 • •••• • • • • • • • • ••• • • •non .MEE.TING AIL. - • • • • • • • • • • • ••• • • • • • 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 1 -80.0 28 3/16" +80.0 1 -80.0 33 3/4" 39 5/16" 44 13/16" 50 3/8" 55 15/16" +80.0 , -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8 "A,.090,1/8 "A) FTL -4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8 "A,.090,1 /8 "HS) FTL -4647, 4648 C. 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FTL -4647, 4648 D. 7/16" LAMI - (3/16 "A,.090, 3/16 "A) FTL-4645, 4885 E. 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL -4645 F. 7/16" LAMI - (3/16 "HS,.090, 3/16 "HS) FTL -4645 G. 13/16" LAMI 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 -4649, 4650 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL- 4649, 4650, 4958 L. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16 "HS) FTL -4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1 /8 "A)A FTL -5063 nOn MEETING RAIL • nXn W HT. "On MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 0 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.Q SASH ®' WIT. MINUS SASH HT. SASH PRODUCT REVISED ilk cow wall the Florida Balding Cede Acceptance No Eapinition Date RavadBy: r Revialonv Rend By. F.K vets 11/13/06 Rx B UPDATE TOASTME 1300 -02 REMOVE STD VIEW SASH HT REF, TABLEZ REVISED CUSTOM FORMAT DPS ADD INT. RN. UPDATE TEST NOS Rated By. F.K 1/24/06 Fteviiionx A ADD FTL4723 TO GLASS TYPES AAND G. DawneY F:K Deft 9/1/05 Cdrea®e er. J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 13G'T DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better Smisailiodet SH700 Sark NTS 3 of 11 Owing No. 4040 -20 B Robert L. Clark, P.E. PE #39712 Structural SEE DLO TABLE 4 SEE DLO TABLE (MAX.) 1 SEE DLO TABLE SEE DLO TABLE 49 5/8" MAX. FIXED DLO (ALL) 53 1/8" MAX. FLANGED WIDTHA 52 1/8" MAX. I.F. WIDTH D O j FIXED LITE 75" I.F. HEIGHT X j 1 I 75" MAX. I.F. A D ...F HEI HT SEE DLO TABLE 76" MAX. FLANGED HEI HT 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B 38 /16" MAX. SASH HEIGHT O ,76" DETAIL FIXED LITE 75" I.F. HEIGHT MAX. FLAN HEI A 34 1/2" ! j B 20" SASH HEIGHT , 1 C 41 1/4" t DETAIL D VIEW (CUSTOM SASH) MAX. GED GHT � 1 SEE DLO TABLE A 75" MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT DETAIL B VIEW (STANDARD SASH) E SEE DLO TABLE SEE DLO TABLE 1 75" MAX. I.F. E HEIGHT 76" MAX. FLANGED HEIGHT 1 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) 1 NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. k • • ••• •• • •• • • • • • • • ••• • • • • •• ••• • • •• • • ••. •• • • • • • • • • • • • • C • • • ••S • -• . • • • • • • • • • • • ... 1• • SEE Dip • . • •. • • 0000 se 1 SEE DLO TABLE 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT S E NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. PRODUCT REVISED ex comma with the lllRiiD Bedding Code AcceptanceNe .d4 20/1 Revad Br. Den: Rem Rend Br. F.K 11/13/06 Redeem B Road By: FK 1/24106 A ADD INTEGRAL FIN (LF.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET Drown er. F.K 9/1/05 Checked By: J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FA GT ELEVATIONS Der ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SH700 Scala NTS Sheer 4 a 11 Dewing No. 4040 -20 Rec B Robert L. Clark, P.E. PE #39712 Structural Imo- 2.784" INSIDE NOTE: MIN OPTIONAL INSIDE • ••. • • ••• •• •. •• . (1) SWEEP LATCH AT VENT CENTERLINN(. BOTTOM LOCKS, (1) 6" FROM EACH SIDE'.OF •" MAX. VENT DAYLIGHT OPENING ••• • • • • • • • • • .• • •- • NOTE: BALANCE PARTS USED AL BASED ON SASH WEIGHT 9,10,11,15,1) —4 41— '11111 Ibmii emir' r ll] �.IMOi. MAX. FIXED LITE DAYLIGHT OPENING 7, 8 OR 17 2.710" OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING 2.330" (LOW SILL) SEE NOTE ABOVE SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY 2.946" (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY HEAD JAMB OUTSIDE ` 2.710" ®I.F. FRAME II 0 OUTSIDE o HP To 64 SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) PRODUCT REVISED es complying with the Markle Balding Code Acceptance No Date 20II Revstl By: Resist Br F.K We: 11/13106 Revisions B ADD I.F. SECTIONS & CONSOLIDATE BAL. COMPONENTS Resod By. F.K Date: 1/24/06 NO CHANGE THIS SHEET F.K 9/1/05 Chocked By: J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I G" r SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better sew SH700 Half Attest 5 d 11 u.aw,allo. 4040 -20 Rev. B G� Robert L. Clark, P.E. PE #39712 Structural ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781PQA 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 C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/16" LAMI, (1/8 "A.090 PVB,1/8 "HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 I. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) #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 LAMI SETTING BLOCK 3/32" X25/64" X 1" 71622K 36 1052 LAMI IG SETTING BLOCK 1" X 3/4" 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 LAMI W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W /GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY W /RINGS 71630 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61624K Raved 8y ReNdam: Rend By: F.K Date: 11/13/08 Rey dwie: ADD LF. FRAME ITEMS 47, 48, 49 AND 50. UPGRADE ITEM21. ADD ITEM 92. CHG. DESCRIPTION ITEMS 7,9 & 13 Raved By' F.K 1/24/08 Rem A NO CHANGE THIS SHEET Amsn BY: F.K Bette 1/05 C.heded sr J.J. D 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 ITEM DWG.# .DESCRIP'i1Q{, . :••• s - ; PGT# 60 1635 SCREEN SPLINE - .131•110I4 HARD:.: I : : 61635K 61 SCREEN CLOTH : •o• • • • • •• 61816 63 505 GLAZING CHANNEL (.688 X .500) 6533402 64 1161 #6X1.000 PH. BUGLEeTEK, ••, ••; :': •.• 706X1 67 - GLAZING TAPE, 1 /16?(?�(2� �/18 LAi I ,' ; : : : 62BV1510 68 4051A SASH BOTTOM RAIL f F jk I1 gILL) : • • • 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995•QR.EQUIN :• . ;• • .' • •: 80 A GLASS 5/16" LAMI, (1/8"A,.090131113,1/14 ; ; :.. :" 81 B. GLASS, 5/16" LAM, (1/8"A,.090 PB�I %§'73Sf . • 7 • ••• ' • 82 C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 83 D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) 84 E. GLASS, 7/16" LAMI, (1/8 "A.090 PVB,1/8 "HS) 85 F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) 86 G. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "A.090 PVB,1/8 "A) 87 H. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8 "HS) 88 I. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) 89 J. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "A) 90 K. GLASS, 13/16" LAMI IG; 1/8"HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "HS) 91 L. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 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" LAMA, (1/8 "A,.090 PVB,1/8 "A) .784 1. .062 -1 l FRAME, I.F. HEAD #4071A, 6063 -T6 2.908 .062 NOM THICKNESS 0 FRAME, I.F. LOW SILL #4072A, 6063 -T6 2.374 71 FRAME, I.F. HIGH SILL d #4073A, 6063-T6 Visibly Better PARTS LIST 2. .062 NOM THICKNESS FRAME, I.F. JAMB #4074B, 6063 -T6 (USED AS RADIUS TOP HEAD) PRODUCT REVISED as complying with fie Merida Bolding Code Acceptance No Date M MUM Dade Product IO INet ,, 22.0.6 Z,11 lee: ALUM. SINGLE HUNG WINDOW, IMPACT SH700 Saw NTS Meet 6 d 11 Drawing No. 4040 -20 Roe B Robert L. Clark, P.E. PE #39712 Structural r 1.363 Ha.-- 2.784 .062 FLANGE FRAME HEAD #4002A, 6063-T6 .062 -1.749 2.710 FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) 1.342 .062 Ir- I x.155 FIXED MEETING RAIL #4054A, 6063HD -T6® 3.446 .062 2.946 1 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 2.830 .062 1 °NJ FLANGE FRAME SILL (Low) #4003C, 6063 -T6 1 --■- --.062 11.490 k- -1.451 SASH STOP #4025, 6063 -T5 f-�--- 2.279 1.707 .062 SASH TOP RAIL #4006C, 6063HS -T6 .062 F- 1.513 - - .040 -.738 SASH STOP COVER #4053, 6063-T5 (1 or 47 ® IiF. • .. • • • • • . • • .•. • • .. .. • • ... • •• • • • • • • • • • • • • .•. SEALANT ALONG ENTIRE JOINT 11 I.F. FRAME • ..• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • . . • • .•• •• • SEALANT OR GASKET AT HEAD AND SILL 6 or 50 VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) SASH BOTTOM RAIL(LOW) #4007, 6063 -T5 SASH BOTTOM RAIL (HIGH) #4051 A, 6063 -T5 .062 SASH SIDE RAIL #4008, 606345 .050 1 .678 1.096 -J -- T GLAZING BEAD 7/16" #4222, 6063 -T5 .050 1.115 1 if GLAZING BEAD 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) .678 050 .678 1.096 1 17 GLAZING BEAD, 5/16" #4039B, 6063 -T5 050 .678 1.096 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .683 .050 �1 ►� -1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 PRODUCT REVISED is complying with die Heckle Badding Cade Marcum Na Es lien Dale ReadBy Dew Reultionx Rend By. F.K Rend By: F.K Danz 11/13/05 Daft 1/24105 Rsrlelasc B Revislatzr A UPDATE FRAME CORNER ASSEMBLY TO INCLUDE LF. AND UPGRADE ITEM 21 ALLOY. NO CHANGE THIS SHEET Drown Br F.K Dew 9/1/05 Checked By: J.J. I 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 11:24GT vutb6 Better EXTRUSIONS & FRAME CORNER DETAIL Tax ALUM. SINGLE HUNG WINDOWS IMPACT sidiemoder SH700 Seater Half Sheet 7 d 11 Drawing No. 4040 -2D 6r/ Robert L. Clark, P.E. PE #39712 Structural ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES FOR 1/1 FLANGED WINDOWS l) TABLC 51 `� WINDOW HEIGHT • • • • 28.603 34.603 40.603 46.603 52.603 I 58.603 64.603 76.800 • p N O U N O U U •- ON U p O U N O 0 U ONONO 0 p U 0 U ,- ONUNO`-ONUN6 0 p U 0 U 0 p U 0 U Ocl0N6,6N0N6 0 p U 0 U 0 p U 0 CO1 N_C__ p NO4 . U z%-• : 8 • • U °Z , '• 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 1;2 1 2 2 1 12 1 2;2 1 2;2 1 2,2 1 2 :2 1 2 2 1 2 1 f 1 2 2 1 2 2 1 2'2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 213;:31 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 2:2 1 2.2 1 2;2 1 2:2 1 2 2 1 2.2 1 1 2:2 2.2 1 2:2 1 2'2 1 2:2 1 2;2 1 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 1'2 1 1.2 1 1,2 1 '12 1 2 2 1 1 2 1 2 2 1 2;2 1 2.2 1 2 :2 1 2: 1 2 2 1 1 2;2 2:3 1 2!2 1 2.2 1 2 3 1 2-2 1 2:3 1 3 3 1 2 1 3'3 A,B,M 1 1 . 2 1 1 1 1 1.2 1 1 2 1 1 ; 2 1 1 i2 1 2.2 1 1 : 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2:2 1 2:2 1 1 2:2 2 32:2 1 1 2 2 1 2 3 1 2 :2 1 2 3 1 3.3 1 2.2 1 3:3 32.000 C,D,E,F,G, H,I,J,K,L 1 12 1 12 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 23 1 2:2 1 2 23 33 1 2'2 1 3 3 2 3.4 1 3 2 1 3 3 2 3 4 1 3 3 1 4'4 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 1 2 3 3 3 1 2 2 1 3 3 1 3 4 1 3 2 1 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 2:3 3 4 1 2 3 2 3 3 2 3:4 1 3 3 2 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 2 :3 1 2;3 2 2 2:3 3'4 1 2 3 2 3.3 2 3 :4 1 3 3 2 3 4 2 3 5 1 3 3 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 2 3. 3 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 2 3 3 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 : 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 2 33 3 4 2 2 3 2 3H4 2 3'5 2 3 : 3 2 3 4 2 4:5 2 3'4 2 4,5 212 2.2 A,B,M 2 2 2.2 2 2 2 2 2 3 2 2;2 2 23 2 2 3 2 2:2 2 3 3 2 2.4 2 23 2 3 3 2 3'4 2 2 3 2 2 3:3, 3:4 2 2 :3 2, 3 4 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 2 212 2 2 2:3 2 2 2 2 2!3 2 3H4 4 2 2: 3 2 313 2 3:4 2 2 3 2 3 4 2 3 4 2 2:3 2 2 3 4 3! 5 2 3 3 2 3 4 3 3 5 2 3 3 2 4:5 3 4.6 2 3i4 2 5; 5 2 2 2 2 A,B,M 2 2 2 2 2 2 2 3 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 3 4 2 2 3 2 2 3 4 3 5 2 3 3 2 3 4 3 3 5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 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 2 2 2 2 2 2 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 3 4 3 5 2 3 3 2 4 4 3 4 6 2 3 4 3 4 5 3 4 6 2 3 4 3 5 6 2 2 2 2 2 3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 3 4 3 5 2 3 3 2 4 4 3 4 5 2 3 3 2 4 5 3 4 6 2 3 4 3 4 5 2 2 2 2 2 3 alCHOR�AGE NOTES: :1.. :A�JCHQR jYPES: 1 - 1/4" ELCO TAPCONS • • • • • • • •• 2 -1 /4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS �OV TTIONS ARE BASED ON THE • F.OLLOVIIM L MENSIONS. • • HEAD - 181 /2 "MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS • • • •145" IX. FROM BOTTOM CORNERS • 6" MAX. BELOW MTG. RAIL : • �91�.L� ANCHX)RS NOT REQUIRED • :•• •. en: •• 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF TE 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. A TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 2 3 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL I 2 2 3 PRODUCT REVISED as complyieg whim 1M fibrils Belding Cole Acceptanee NN E r• .ties Date Rend Br new Rerfstom mar F.K D 11/13/06 Rotakory B REVISE ANCHORAGE rTABLE AND NOTES. ADD DP MAK WHERE ANCHOR QTY IS RESTRICTED BY SIZE RevadBr F.K X4/06 Robiziontc A NO CHANGE THIS SHEET yawn 8y. F.K 7/29/05 t9wdaad By: J.J. Dsbx 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 113G1T Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Sadatikkde SH700 EOM NTS Sheet 8 d 11 4040 -20 rw: 8 Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS SUBSTRATE ANCHOR TYPE. TyBjrg 6• WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 • • . • • WINDOW GLASS WIDTH TYPE �0 U co Z NNU 0 "Z 0 M O Q 0 "o 0 0 r, Z 0 0 el 0 c•i O 0 N Z 0 0 O 010 0 `- 0 z O 0 r, Z 0 01 0 N0 o • 19.125 C,D,E,F,G, H,I,J,K,L A,B,M 1 1:1 1 1 1 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 212 1 2:2 1 2 2 1 2 1 1 21 1 2 2 1 22 1 2;2 1 2 2 1 2' 2 1 2,2 1 22 1 212 1 2 2 1 22 1 2 2 1 2 2 1 22 1 2:2 1 2.2 1 2 2 1 1 1 1 1 1 1 24.000 PSF 79 1 1 1 1 1 1 C,D,E,F,G, H,I,J,K,L 1 1 1 1 2 2 1 1 1 1 2,2 2 i 2 1 2 2 1 1 2 2 1 2,2 1 22 1 2,2 1 2 2 1 3 2 1 3 2 1 1 1 1 1 A,B,M 1 1 111 1;1 1 1 1 1 2 2 1 1 1 1 2: 2 1 2:2 1 2;2 1 2;2 1 2: 2 1 2 2 1 2 2 1 2`2 1 2 :2 1 3 :2 1 32 1 1 1 1 1 32.000 PSF 68 77 C,D,E,F,G, H, I,J,K,L 1 2 2 2 2 1 2;2 1 2 3 1 2;2 1 22 2 3; 3 2 2 3;3 2 3; 3 1 3 2 1 3 3 1 3 3 1 1 1 1 1 1 A,B,M 1 1 111 1.1 1 1I1 22 1 22 1 2 2 1 2;3 1 2:2 1 2 2 2 33 1 22 1 33 2 3.3 1 3 2 1 3, 3 1 3 3 1 3 3 1 1 1 1 1 1 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 212 1 2 2 1 2 2 2 2;3 1 2.2 2 2 3 2 33 1 2 2 2 3 3 2 3 3 3.3 2 4 3 2 3.3 1 2 2 2 2 1 2 A,B,M 1 111 2 2'2 1 2 2 1 2. 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3_ 2 4.3 2 3 3 1 40.000 PSF 54 79 62 79 2 2 1 2 2 1 2 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2,2 2 2. 3 2 2 2 2 3 3 2 3 3 2 2 2 2 33 2 4 3 2 3 3 2 4.3 2 3 3 2 2 2 2 2 2 3 3 2 A,B,M 2 2 _7.1.1 1r1• 2 212 2 2 2 2 2 2 2 2: 3 2 2 2 2 3 3 2 3 3 2 2.2 2 3 3 2 4 3 2 33 2 4 3, 2 33 2 2 2 2 2 2 2 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 3.3 2 2 2 2 3 3 2 34 2 2.3 2 33 2 4 :4 2 3 3 2 4 3 2 4.4 2 2 2 2 2 2 2 A,B,M 2 2 911 -111 2 1 -11. 2 212 2 2 :2 2 212 2 3 3 2 2 2 2 33 2 3 4 2 2;3 2 33 2 4.4 2 33 2 4 3 2 4: 4 2 3 3 2 2 2 2 2 2 3 3 2 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 2 111_1 1 1 2 212 2 2 2 2 �3 22 2 31 3 2 3 4 2 3 3 2 3 3 3 4;4 2 2 44 2 44 2 2 3 2 3 2 2 A,B,M 2 2 111 111 2 Ii 2 2j2 2 2:2 2 212 2 3 3 22 2 33 2 3 4 2 3: 3 2 3;3 3 414 3; 3 2 4 4 2 44 2 3 2 3 2 53.125 PSF 41 67 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 1 �11 1T11 2 1 1 2 22 2 2 2 2 3 3 2 3 3 3 4.4 2 33 4 4 3 4;4 2 3 3 3 41 4 2 2 3 3 2 3 A,B,M 2 2 111 11-1 2 111 2 2 2 2: 2 2 212 2 33 2 3 4 4 2 3, 3 3 4;4 3 4 4 2 3:3 3 4 4 2 2 3 2 3 2 3 ANCHORAGE NOTES: • AistH0e1:0eifTIONS ARE BASED ON THE JAMBS - 17 1/2" MAX. FROM TOP CORNERS ;iv MX. FROM BOTTOM CORNERS rel&X.. BELOW MTG. RAIL ANCHpRS 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 JAW ABOVE JAMB BELOWI MTG. RAIL MTG. RAIL 117 3 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED as compb=ing with Ilse Roils Ridding Cade Acceptance No 2 2 Rood By: Raved By: 11/13/06 REVISE AIVCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR OTY IS RESTRICTED BY SIZE. Roved Or A NO CHANGE THIS SHEET alma sr Deft alecked By: J.J. 2/23107 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. apx 1529 NOKOMIS, FL 34274 Visib& Better ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT SedieVockt Arrs Sheet 9 of 11 4040-20 Ran 14 67 PE #39712 Structural ANCHOR QUANTITIES SUBSTRATE: -- ANCHORTYPE:s.'0 ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE Z WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. :" • 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 : n�j" ONOz- 5 0 0 0 ONONOp. 0 0 5 0 0 0 ONONO- 0 0 0 0 0 ONONOr6N2NO- 0 0 0 0 0 0 0 5 00 0 ON2NO`- 0 0 5 0 0 0 ONONO 0 0 0 0 0 -ONON 0 0 U ®610 V; 0 •V WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 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.e 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 1 3- 2 1 3 1 3 1 3 1 3 1 3 1 3 •1 , eel 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 1 4 3 1 4 1 4 1 3 1 4 1 5 1 3 ..1e 5 PSF 79 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D, E, F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L - 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 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 AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE: SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPES '❑ O CV WINDOW WIDTH U Z O U P O en 0 c. U N Z U U O U 0 ce, O U Z U 19.125 1 1 1 2 1 2 2 1 U z O U el 0 U N O U 2 2 2 U z U 2 0 c Q cV O U N Z U U Z U 0 (, 0 U Z 0 U z U 0 c' Q NO U Z 0 U z U 0 ay O N U N z U U Z U 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 32.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 3 2 3 3 2 3 2 2 2 3 2 2 3 2 2 3 2 3 37.000 79 4 2 3 4 2 3 2 1 1 1 2 2 212 31213 3 1 2 1 3 3 j 3 j 3 3 [ 3 1 3 4 1 3 1 3 4 1 3 j 4 40.000 74 2-1 212 2 2 2 3 1 2 j 3 3 1 2 1 3 3 j 31 3 4 j 3 1 3 4 1 3 1 4 4 1 3 j 4 44.000 68 78 2 1 2 1 2 2 2 2 3 2 j 3 3 j 3 1 3 4 1 3 1 3 4 1 3 4 5 1 3 1 4 51314 48.000 63 72 79 2j2 2 2 2 3 213 41313 41314 4 j 3 j 4 5 j 3 j 4 5 1 3 1 4 53.125 73 58 66 72 2 1 2 2 2 2 3 313 4 j 3 j 4 4 1 3 1 4 51 3 4 5 j 3 1 5 5 1 3 1 5 ...ANCIIOHA E NOTES: i. ANIGHbF41Z,(P S: 1 - 1/4" ELCO TAPCONS •:. : : : : • • • 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A.awIERItION66 • • • • yEAii'- 161 :2"•MAX: FROM CORNERS AIWA - 171721•MAK. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL : .•. :6.15: 1lAX. FROM BOTTOM CORNERS • A VIEW • . : SILL r AI�LHOI�$ NOT REQUIRED Dkl�t111145 •THE ANHCOR QUANTITIES FOR CUSTOM 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 ® WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 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 JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 A TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 PRODUCT REVISED as complying with r Media Belding Code Acceptance No E ration Radsd By: Dabr Roved Br F.K Dam 11/13/06 ReH616ne: B REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. per F.K Dahr 1/24/08 Revlk= A NO CHANGE THIS SHEET Otram By: F.K Dahr 7/29/05 Chocked By: J.J. 2/23107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 Vrfib6' Better ANCHORAGE SPACING, CUSTOM VIEW 77661 ALUM. SINGLE HUNG WINDOW, IMPACT Sa astiodet SH700 66616: NTS Sheet 10 01 11 craehmhto. 4040 -20 Row B 4)7 Ro rt L. Clark, P.E. PE #39712 Structural A 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) 3 •• • • . .+ 1 3/8" MIN., 1/4" TAPCONA • • •• 1•3/4" MIN., 1/4" CRETE -FLEX DETAIL A jl 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 34\ DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" 1/4" MAX. SHIM MIN. I � f . 1 , • v' ���t4r 1IlfV11111Uldlli!III► � � uni,mo,iYi, Illllllll► ZV . •i T 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)4\ 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A 1 318" MIN. 1 3/8" MIN. A 1/4 "�MAX. JJ SHIM A NOTES: • • ••• • •• .. .. . . . .. .. . 1. FOR CONCRETE AllIhri TIQN5 Jlp 101A•MCDAbE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELF) Tar4PPQN$ ©R:1/4" $SA:GRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1 /4 "SS4CRETE- ;C1X.•. • • • • • : •• •.• 3. FLAT HEAD ANCIORS,1411HtliSIISCIU114E11, tintS1 HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DBI;ICTBO IN 1141E gECTIOI16ON•THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCVTE..WVOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER! IN$TAlAylON•TCTHE$UBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTAER6 FtAf ireRpVED Irtf AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO•AgULIN41■!TI'IEVIATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME 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 C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. i SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD FRAME 3 1/4" MAX. SHIM DETAIL F, (HEAD) .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A v eir DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME PRODUCT REVISED as coosidolog viii die Minis Wag Code Acceptant No Expirodon Rote ceder Dar Revisions: Rand By: F.K aww 11/13/06 B ADD INTEGRAL RN ANCHORAGE UPDATE & REORDER NOTES ADD NOTES 7. UPDATE CONCRETE EMBEDMENT DIM. RaweIBy: F.K Daft 1/24/06 Rsviafars A ADD NOTE 6 RE RAT HEAD ANCHORS Drawn Br F.K Date: 9/1/05 Chedrsd Bs J.J. Daft 2/23/07 r 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS TER ALUM. SINGLE HUNG WINDOW, IMPACT sedeteledet SH700 sourer NTS Sheet 11 e. 11 amstg No. 4040 -20 Rev. B /,/ RobefC L. Clark, P.E. PE #39712 Structural NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LATE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 0 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. �{ F. FOR 1-1 --,41 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 3-3 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • ••• • • • ••• .4 •• • 4 • •• •• • • • • • 1:640, 4 • • - CONFIGURATIONS OPTIONS • ; • ;• 1 x 2 0 x 0 x 3 0 x x 0 0 x X• • •0' • • ■ • UNEct'UA1„ CITES; x 0 •• • • UNEQUIN. l�tfiS; •••• • 0 •• x UNEQUAL LITES ••• • • • • • • • • •• ••• • 4 • • •• • • • • • • NBA 3RAWING TABLE OF CONTENTS SHEET N9 E •. 1 GLA2IbTG DETAILS ELEVATIONS DESIGN PRESSURE TABLES $eCT'IONS c t Rt R CONSTRUCTION EXTRUSION PROFILES PARTS LIST ANCHORAGE 2 3 -4 5 -9 10 11 11 -12 12 1,3,4,13 Revsd By: Date: F.K. 3/25/03 Revisions: B ADD 13/16" I.G. & MOVE GLAZING DETAILS TO SHEET 2 Revsd By F.K. Revsd By.. F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Date: 6/23/05 Revisions: D ADD 76- HT., GLASS TYPES F AND G. REVISE ANCHORAGE. Drawn By Date: Checked By Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 1:3GT Visibly Better Description: NOTES AND TABLE OF CONTENTS rnte: ALUMINUM CASEMENT WINDOW, IMPACT Series/Mode CA -740 Scale: NTS Sheet 1 of 13 Drawing No 7045 -8 Rev. D io esetztela eke Neal) -I 174 PRODUCT RENEWED 44 By Miami' ;:..wAFirwidgetCiro:dent Divis:, m Lucas A. Turner, P.E. PE #58201 Mechanical A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER I--- 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS L .65" NOM. GLASS BITE f 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS • IAIVIiNAT.ED COMPONENT 11'8" -E \T ST.REN 3THENED GLASS .09011VB INTERLAYER 1/8" HcAT.STF•2't~NGTHENED GLASS • • •• • %Pe • .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT f--- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1) 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 13/16" 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER — 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13 13/16" I.G. W/ 7/16" LAMI 0 GLAZING DETAIL 1 =Ogre ate •S -1 24 1 2.2. .g Cons o t `I ROdDUX...'S R V` .ITE u 0 Div: oe Raved 8y Date: F.K. 3/25/03 Rend 8y. Date: F.K. 7/10/03 Revsd By: Date: F.K. 6/23/05 Drawn By Date: F.K. 03/25/03 Revisions: B REDRAW GLAZING DETAILS & ADD 13/16" LG. Revisions: C NO CHANGE THIS SHEET Revisions: D Checked By. ADD 13/16' LAMI I.G. W /7 /16"LAMI & CORRECT 5/16" LAMI DETAIL Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Des GLAZING DETAILS rdle: ALUMINUM CASEMENT WINDOW, IMPACT Seties,Model: CA -745 Scale: NTS Sheet 2 of 13 Drawing 7045 -8 Rev: A.:21 Luca,. A. Turner, P.E. PE #56201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 1 _ 4" MAX. f 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" \ - 4" MAX.- 11 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT - OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL ""\ TYP. (2) 13" MAX. O.C. 4" MAX. I 74" MAX. WIDTH •30" M4X' • • • • 0 OPENING • • . • • •..,• L • • • • • _ • M • / •• . •• • • . . •..•. X SEE MEETING _ RAIyDETAIL TYP. (2) / •• �.•�� . '' 1\ \ >\ / \i A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 30" MAX. -DAYLIGHT -- OPENING 14 1!2 " MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 0 69" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. f f f� 13" MAX. O.C. I - - 60" MAX. FIXED A 76" MAX. HEIGHT 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Aivillasaas IZ4 i' of tourer PRODUCT ,v}"'Id1rFAr[ as cosIgyiag rwid➢s to i lsrests Ruldang CC.LL A�de;in r...A .,* • .11 013 PriAm C utr6A Rend By. F.K. Date: 3/25/03 Revisions 8 CHANGE SHEET NO. REFERENCES Revsd By F.K. Oafs: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Revsd By F.K. Down By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By. CHANGE MAX. HT. TO 76 ° AND MAX DLO TO 69" Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P4G-11.- VisiitgOijeBetter °asc iption. 'XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Series/Modet CA -740 Skate: NTS 3 of 13 Drawing No. 7045 -8 1V 2-( Cic Lucas A. Turner, P.E. PE #58201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. WIDTH 30" MAX. I- DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. 4" MAX.--i ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 141/2" MAX. O.C. L__ 4" MAX. I 4" MAX. --�- -DAYLIGHT OPENING 97" MAX. WIDTH 1 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. -I O.C. • •.• • • •. • •• • ■ • .: • ••• ;. •• • • • • . • • TEST REPORT: F•TL -3582, FTL -3587, FTL -3729 LOMPARATIVE ANALYSIS TABLE 1. "X" WIDTH 19 1/8 24 26 1/2 30 32 34 36 37 14 "X" WINDOWS n IU,' ;1r ^P,I !^ w .C.. _, ;18 H:; 26 NEG POS A B,E -90.0 70.0 A B,E -90.0 70.0 70.0 70.0 31 36 POS 70.0 70.0 70.0 38 3/8 NEG -90.0 - 90.0 -90.0 POS 70.0 70.0 70.0 70.0 -90.0 70.0 A -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 H6" L�1���1 (�,'3 "HS" 6',',71--!7",) E. 13/16" L�,`.1i' (118 H3,343" SPeCE6,if16 "titM.INN/ 1/8 "HS,.090,1 /8 "HS) • • 40. • • • • • 43 NEG - 90.0 -90.0 POS 70.0 70.0 -90.0 70.0 48 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 HEIGHT 50 5/8 NEG - 90.0 -90.0 -90.0 POS 70.0 70.0 70.0 54 NEG -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 57 NEG -90.0 - 90.0 -90.0 POS 700 70.0 70.0 60 NEG -90.0 -90.0 -89.6 63 6A 70.0 -86.3 70.0 -84.2 ROS 70.0 70.0 70.0 69 NEG - 90.0 -90.0 -83.2 POS 70.0 70.0 70.0 72 NEG -90.0 -90.0 - 81.7 POS 70.0 70.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 - 79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 - 65.0 65.0 -63.7 63.7 B,E -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 A B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 - 77.6 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 A -90.0 70.0 - 90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 - 61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E A B,E A B,E A -90.0 - 75.0 - 75.0 - 75.0 - 75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 - 90.0 -75.0 -75.0 -75.0 - 75.0 - 75.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 - 75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -75.0 - 75.0 -70.4 -75.0 -67.9 70.0 70.0 70.0 70.0 70.0 67.9 -90.0 -65.5 -75.0 -60.4 - 75.0 - 59.0 70.0 65.5 70.0 60.4 70.0 59.0 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 70.0 57.5 70.0 54.3 70.0 52.8 -90.0 -54.9 -75.0 -51.1 - 75.0 - 49.9 70.0 54.9 70.0 51.1 70.0 49.9 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 70.0 51.8 70.0 47.9 70.0 46.4 -90.0 -48.6 -75.0 -44.8 - 75.0 -43.5 70.0 48.6 70.0 44.8 70.0 43.5 -90.0 -45.2 - 75.0 - 42.2 - 75.0 -41.1 70.0 45.2 70.0 42.2 70.0 41.1 - 90.0 -42.4 -75.0 -39.7 - 75.0 -38.6 70.0 42.4 70.0 39.7 70.0 38.6 90.0 70.0 -87.8 70.0 -84.4 70.0 B,E - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3116 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: F.K. Date: 3/25/03 X Rend By Date: F.K. 7/10/03 Revsd By Date: F.K. 6/23/05 Drawn By: Date: F.K. 12/17/02 Revisions: B ADD GLASS TYPE E TO TABLES 1 & 4 Revisions: C NO CHANGE 7711S SHEET Revisions: D REVISE ANCHORS & ADD 76" HEIGHT OPTION Checked By Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.' BOX 1529 NOKOMIS, FL 34274 Desolator: PRESSURES- X CONFIG. WINDOWS TWa: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better SmraslModet CA -740 s NTS $ 5 er 13 Dtaw'W No 7045 -8 MIDIWCrinartsmo Amtpligate 17- *A • dam.' r PRODUCT RENEWED as complying with the Florid; Balding Cede AccepLssisc Na Ira tion Date By Divis Iii • :rIsixi a ;Z:" I Vlec--- Lucas A. Tumer, P.E. PE #58201 Mechanical • ••• • • . • ; • i • • • • • • • • • • • • • • • • • • • • • • : • • • • • • • • • • • • • • • • • • •• • • ! • • : •• • COMPARATIVE ANALYSIS TABLE 3. GLAZING OPTION: "XX" WINDOWS TEtT,RVART.S P.T635$2 A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) •• ' WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 j -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75,0 70.0 + -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A t -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A . -75.0 70.0 ! -75.0 70.0 -75.0 70.0 ; -75.0 70.0 a -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 ' 60 A -75.0 70.0 " -75.0 70.0 -75.0 70.0 ` -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 i -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 . -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A , -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 : -60.4 60.4 -54.3 54.3 -51.1 51.1 i -47.9 47.9 . -44.8 44.8 -42.2 42.2 ; -39.7 39.7 74 A t -75.0 70.0 z -75.0 70.0 p -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 ? -49.9 49.9 ' -46.4 46.4 ! -43.5 43.5 ' -41.1 41.1 ! -38.6 38.6 TABLE 4. "XX" WINDOWS X X TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 PRfili!OCr REVISER KILOS' -11 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x76 "HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revad By: Date: Revisions: Revsd By: Date: Revisions: Rend By. F.K. Drawn By F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked Br REVISE ANCHORS & ADD TABLES 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 De aO km: PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA -740 D,avrirg Na 7045 -8 Rev. PRODUCT RENIVED as cornpbA2$ Mgt Rae mail %WEI Code Aceeptoncc IQ1m !.: irati aData. ByLI Mum' Ogle PrmdncR Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6. • P WIDTHS "0" "XOX" A 26 NEG POS -75.0 70.0 "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -37J• F3'L- 4¢07;F'�L -56Q8 5/' ^; ; A 2I /8'1;S) S. 5/16 "LAMI(1 /8'HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16"HS) • • • ••• • • ", S. '� �' 16' l F.'!-`,"71/3"1-1(7 .! f^ 1'3 "HS) 7.13/16" L t�I ( 113 "A, AIR SPACE,7 /16" LAMI- W/3/16 "A,t090,�/16"115)• • • HEIGHT 31 36 38 3/8 43 48 50 5/8 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 36 72 37 74 39 1/2 79 42 84 45 90 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -70.4 70.0 -60.4 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75,0 70.0 -75.0 70.0' -73.7 70.0 -67.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -75.0 70.0 -67.8 67.8 ' -62.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 B,E ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 A -75.0 B,E -75.0 70.0 -90.0 70.0 -70.3 70.0 -75.0 C,F -90.0 70.0 A -75.0 -90.0 70.0 -65.0 48 96 50 1/2 101 B,E -75.0 C,F ' -90.0 A -75.0 B,E -75.0 C,F' -90.0 A -75.0 53 1/8 106 3/8 54 108 55 1/2 111 C,F -90.0 A ; -75.0 B,E , -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 70.0 -75.0 70.0 -90.0 70.0 -60.8 70.0 -75.0 70.0 -90.0 70.0 -58.7 70.0 -75.0 70.0 -90.0 70.0 -58.2 70.0 -75.0 70.0 -90.0 70.0 -57.1 70.0 -75.0 70.0 -90.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 -90.0 70.0 - 90.0 -59.0 -75.0 -90.0 -55.7 -75.0 - 90.0 60.4 -54.3 70.0 -75.0 70.0 -90.0 59.0 . -52.8 70.0 -75.0 70.0 -90.0 55.7 -49.8 70.0 -75.0 70.0 -90.0 - 63.3 - 75.0 70.0 -90.0 70.0 70.0 -58.0 58.0 - 54.6 54.6 -59.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 65.0 -54.3 54.3 -51.1 51.1 -56.4 -75.0 -90.0 59.3 -53.6 54.3 -51.1 70.0 -75.0 70.0 -90.0 52.8 -49.9 70.0; -75.0 70.0 -90.0 49.8 -46.9 70.0 -75.0 70.0 -90.0 56.4 -53.4 70.0 -75.0 70.0 -90.0 53.6 -50.9 -90.0 -55.1 70.0 -75.0 70.0 -90.0 55.1 ' -51.4 70.0 70.0 51.4 -75.0 -88.2 -48.6 60 G POS EG POS NEG POS NEG POS N E G I P Q S ;NVE61 P C S POS 51.1 47.9 47.9 -44.8 63 67 . •" _•72 .1•• •i 70.0 -75.0 70. -75.0 70.0 -90.0 7 .0 ' -90.0 49.9 -46. 46.4 -43.5 70.0' - 5.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 46.9 -43.6 43.6 -41.1 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 53.4 -50.0 50.0 -46.9 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -84.5 50.9 -47.5 47.5 -44.7 70.0 -75.0 70.0 -75.0 70.0 -81.8 70.0 -76.9 48.6 -45.3 45.3 -42.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 j -90.0 70.0 60.8 -51.3 51.3 70.0 -75.0 70.0 58.7 -90.0 70.0 -90.0 -48.3 48.3 -52.7 70.0 -75.0 70.0 -75.0 -90.0 70.0 -48.7 48.7 -90.0 70.0 -45.4 45.4 -90.0 -50.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 58.2 70.0 70.0 -90.0 70.0 -90.0 70.0 -47.9 47.9 -44.5 44.5 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -86.0 52.7 70.0 70.0 50.0 70.0 -88.6 70.0 -49.1 49.1 -75.0 70.0 - 86.9 70.0 57.1 ' -46.4 46.4 -43.3 43.3 -47.5 70.0 -75.0 70.0 -90.0 70.0 -56.2 70.0 -90.0 56.2 -44.8 57 114 B,E -75.0 C,F -90.0 A -74.2 70.0 -75.0 70.0 -90.0 70.0 -55.0 581/2 117 60 120 B,E -75.0 C,F -90.0 A -72.9 B,E -75.0 C,F -90.0 70.0 -75.0 70.0 -90.0 70.0 -53.4 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -84.3 44.8 -42.1-42.1 -46.2 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 55.0 -43.4 43.4 -40.9 40.9 -44.8 70.0 -75.0 70.0 -90.0 53.4 -42.2 70.0 -75.0 70.0 -75.0 '70.0 -75.0 70.0 -90.0 70.0 -79.4 42.2 -39.7 39.7 -43.5 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -48.7 48.7 -75.0 70.0 -81.2 70.0 -46.1 46.1 -75.0 70.0 -76.4 70.0 -45.3 45.3 -75.0 70.0 -75.0 47.5 -43.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 70.0 -70.1 43.9 -42.2 70.0 -75.0 70.0 -75.0 70.0 -72.5 46.2 -42.5 70.0 -75.0 70.0 -70.7 44.8 -41.3 70.0 -75.0 70.0 -69.0 43.5 -40.4 70.0 -75.0 70.0 -67.3 70.0 -68.4 42.5 -41.2 70.0 . -75.0 70.0 -66.7 41.3 -40.2 70.0 -75.0 69.0 -64.9 40.4 -39.2 70.0 -75.0 67.3 -63.3 46.9 -75.0 70.0 -70.7 -43.5 43.5 -41.3 70.0 -75.0 70.0 -75.0 70.0 -70.3 70.0 -66.8 44.2 -42.2 42.2 -40.1 70.0 -75.0 70.0 -75.0 70.0 -66.5 66.5 -63.0 43.41 -41.9 41.91 -39.8 70.0 -75.0 70.0 -75.0 70.0 -65.4 65.4 -61.8 42.2 -40.8 40.8 -39.1 70.0 -75.0 70.0 -75.0 68.4 - 63.6 63.6 -60.1 41.2 -39.8 39.8 ' -38.5 70.0 -75.0 70.0 -75.0 66.7 -61.8 61.8 -58.7 40.2 - 38.7 38.7 -37.6 70.0 -75.0 70.0 -75.0 64.9 -60.4 60.4 -57.3 39.2 -37.6 37.6 -36.7 70.0 -75.0 70.0 -73.3 63.3 -59.1 59.1 -55.9 44.8 -42.2 70.0 -75.0 70.0 -90,0 43.5 «41.1 70.0 -75.0 70.0 -90.0 41.1 -38.6 70.0 -75.0 70.0 -87.4 46.9 -44.3 70.0 -75.0 70.0 -79.7 44.7 -42.1 42.2 -39.7 70.0 -75.0 70.0 -90.0 41.1 -38.6 70.0 -75.0 70.0 -90.0 38.6 -36.5 70.0 -75.0 70.0 -83.2 44.3 -41.9 70.0 -75.0 70.0 -75.6 42.1 -39.7 39.7 70.0 • • • • • • • • • • 70.0 - 55.0155.0 -55.0 55.0 -55.0 55.0 38.6 70.0 70.0 55.0( 55.0 36.5 70.0 70.0 -55.01 55.0 -55.0 55.0 -55.0 ( 55.0 41.9 70.0 ' - • • -• - • • • • • •••••• • ' -55.01 55.0 *-55t 1''SS.fl 70.0 39.7 - 55.01 55.0 -55.01 55.0 -55.01 55.0 70.0 -75.0 70.0 -72.4 42.5 -40.4 70.0 -75.0 70.0 -69.2 40.4 -38.4 70.0 -75.0 70.0 41.3 -67.3 -39.2 70.0 -75.0 66.8 -63.5 40.1 -38.0 70.0 -75.0 63.0 -60.0 39.8 -37.6 70.0 -75.0 61.8 -59.1 39.1 -37.2 70.0 -75.0 67.3 39.2 -64.1 -37.1 70.0 -74.3 63.5 -60.5 38.0 -36.2 70.0 -72.4 60.0 -57.3 37.6 ! -35.9 70.0 -71.8 59.1 -56.4 37.2 -35.4 70.0 -74.3 60.1 -57.5 38.5 -36.7 70.0 -73.3 58.7 -55.9 37.6 -36.1 70.0 -72.2 57.3 -54.5 36.7 -35.5 70.0 =71.0 55.9 -53.0 70.0 -70.8 57.5 -54.8 36.7 -34.8 70.0 -69.6 55.9 -53.2 36.1 -34.2 70.0 -68.4 54.5 -51.6 35.5 -33.7 70.0 -67.4 53.0 -50.0 70.0 69.2 -55.01 55.0 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 -55.01 55.0 -55.01 55.0 -55.0 55.0 -55.0 55.0 -53.2 53.2 -55.01 55.0 -52.61 52.6 -49.61 49.6 -53.8 53.8 -49.4 49.4 -46.2 46.2 - 52.8 52.8 -48.4 48.4 -45.2 45.2 54.8 - 51.1151.1 - 46.8146.8 -43.6143.6 34.8 69.6 53.2 34.2 68.4 -49.41 49.4 51.6 33.7 67.4 -47.81 47.8 -45.21 45.2 -43.61 43.6 -42.6142.6 -41.71 41.7 50.0 -46.31 46.3 -42.81 42.8 -40.81 40.8 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX' WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "O" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1-90.01 70.0 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAM! -W/ 3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH I -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR L 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd Sy: F.K. • ••• • • • • • • • ••• • • • • • • • • •• • • • • •• • •• • •• • • 4 X 1 2 0 1 4 X 0 Era 5 •.i i A ti / PRODUCT RENEWED as complying with ih I oel Wiling ieg Cede Acceptance No E .a:brad= Date Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 6 Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HT. OPTION Drams By: Date: Checked Byr Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13G-Er Visibly Better Description: PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS rite: ALUMINUM CASEMENT WINDOW, IMPACT sBbJodef: CA -740 scare: NTS Sheet 7 a 13 Dmwme Na. 7045 -8 D Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • •• •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• ••• COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS •TESPVREPo •T:• FTL -48 1 A GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH 37 "XOX" WIDTH ' 55 1/2 HEIGHT •• • • •• ••• 26 31 36 38 3/8 43 48 50 5/8 54 57 • . ••• • NEG -75.0 POS 70.0 NEG r -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NtG POS. IfEiJ` pbS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 74 A -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 r -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69,5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ! -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A ; -75.0 70.0 i -75.0 70..0 : -75.0 70.0 : -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 ' -58.2 58.2 `, -55.6 55.6 4 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 9 -75.0 70.0 -71.8 70.0 ' -61.8 61.8 -55.1 55.1 I -51.9 51.9 -48.9 48.9 ' -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A ' -75.0 70.0 -75.0 70.0 ` -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A ' -75.0 70.0 ; -75.0 70.0 ; -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -75.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -90.(1-7177) • • • 1 1 1 3 3 3 X 0 X X 0 0 X es eat lin 111%-f& tlIr. • TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) PRODUCT RENEWFcf ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 76 " HIGH I -55.01 55.0 its camp°.yingwith the Smith' 3niHiag Code Ac eptcmc N EzpirBtere Dat NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: F.K. Revsd By F.K. Date: 3/25/03 Date: 7/10/03 Revisions: B Revisions: C ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Revsd By. F.K. Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drawn By F.K. Date: 12/17/02 Checked By. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rte! Visibly Better Description: PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Series/A.001: CA -740 Scale: NTS Sheet: 8 ar 13 Drawing No. 7045 -8 Rev: D Lucas A. Tumer, P.E. PE #58201 Mechanical • • ••• • • • ••• •• •• • & • •S Se L. vi :1,RA i IVE AIJAL1' :A:, 1 Ae'. GLAZING CPTIONS: 11. "X`.;" or "OX" & 'XOX" A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" E.1 "'16 "LA ^11!1 " "I "',3!8 "`'F',", 12 7, 5 /16 "LAMI- `."1tR "HS,.000,1 /8 "HO) F. 13/16" - UNEQUAL LITE WINDOWS TEST REPOFITSa: I'.TL- 458a,•Ia'TI: FTL- ;/29, trTt"16477, LAMI (3/16 "A,.090,3 /16 "HS) LAMI (1 /8 "A, AIRSPACE,7 /16 "LAMI -W/ 3/16 "A,.09Q,3 /16 "HS) • • • '•- • -3883, fTt -4606 ••• ,, • •• • • HEIGHT WIDTHS I -90.0 26 36 38 3/8 43 48 50 5/8 54 57 60 63 670 • • • 72 • • 76 • "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS 'NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 • • • • • • • B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 55.0 -:5 ` h„� : 5.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 , • ' • • • "' B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -46.2 70.0 46.2 -89.4 -43.6 70.0 43.6 -85.2 -41.1 70.0 41.1 -55.01 55.0 -55.0 55.0 -55.01 55.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 ' 482 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 _ B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 70.0 1 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 , -63.1 63.1 -55.01 55.0 . -55.01 55.0 -52.2 1 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 B,E -75.0 70.0 ; -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 j -90.0 70.0 -90.0 70.0 -90,0 70.0 -78.6 70.0 ; -73.2 70.0 -68.3 68.3 -64.8 64.8 ' -61.4 61.4 ` -58.8 58.8 : -55.0 55.0 -50.9 50.9 -47.7 47.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 ' -48.4 48.4 -44.7 44.7' -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 , B,E� 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 61.0 1 -58.4 58.4 -55.7 55.7 -52.1 52.1 -47.7 47.7 - 44.6 44.6 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60,5 60.5 -57.9 57.9 -55.2 55.2 -51.5 51.5 -47.2 47.2 - 44.0 44.0 126.000 34.791 56.418 A 75.0 70.0 -45.5 45,5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 4 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8'-50.1[ 50.1 -45.81 45.8 -43.0 43.0 130 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 -41.91 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 , -51.9 51.9 -48.11 48.1 -43.91 43.9 0 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 -34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41,8141.8 37 60 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70,0 -75.0 70.0 -75.0 70.0 ` -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.31 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (118 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • • • • • • • • • • • •• • • • • X • • 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES s RE tS } K'1 eft Figgiell PRODUCT RENEWED as comp3yEnzP; Tviit the Rat-111, .Data Ltt9S? Onik: i -I ,J.44 .., MAR flirts' Revsd By F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 11 Revsd By F.K. Dale: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. maw, By: F.K. Date: 6/23/05 Date: 12/17/02 Revisions: D Checked By CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 G-w r Visibly Better DescriPOon: PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Title: ALUMINUM CASEMENT WINDOW, IMPACT series/Modal; CA -740 Scale: NTS Sheet 9 of 13 Drawing 7045 -8 Rev. Lucas A. Tumer, P.E. PE #58201 Mechanical • • ••• • • • ••• .. • • TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB _ 1:3 MAX. U.L. V1/ 2) SuRLWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "iiii !1!I1III "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUM; i �U 4 SHALL bE OF 606J -16 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• Ti1.376" .42rO,Z • •• .095" • • • ... • •• • •• •• • CASEM NTSAGRIN PLATG•• • •.... • •• MATE: $d63 f••6;�; ;....' DWG# 7071 1 .434" 2.854" .062" NOM. H1.159" ---- 2.139" SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A R0®UCT REVISES tizaprozwil mat ice. PRODUCT REN WED aaa3s De Ldo epiu �sCa r?:8:4 w t Mse .�y.... • f i By /AL/ *. hod D k..en ) Revsd By F.K. Date: 3/25/03 Revisions: B NO CHANGE THIS SHEET Revsd By: F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By F.K. Date: 6/23/05 Revisions: D ADD ITEM 89 Drawn By F.K. Date: 12/17/02 Checked By Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13T Visibly Better Description: EXTRUSIONS & ASSEMBLY DETAILS Tlee.' ALUMINUM CASEMENT WINDOW, IMPACT Series/Monet CA -740 Scale: NTS Sheet' 11 of 13 Drawing No. 7045 -8 Rev: D t(�2! /vim Lucas A. s ttner, P.E. PE #58201 Mechanical RTS T' F. -1 Iil1A 1,, o A 1 (,)u: I'i l tir S FRAME CORNER KEY 4 5 6 7 8 9 10 7003A 1155 7017 7009 7024 7026 78IPQA 67017K 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 7014 1157 7013 7015 7028 7027 7030 7031 78X78PPSMS 7032 7858ZA 7033 7022 7023 Iii x1 /2 "X1 /8" CLOSED -CELL FOAM JAPE SASH - TOP, BOTTOM & SIDE RAILS 48 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK , LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL. 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1 /811S & 1 /8HS GLASS) 090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 26 30 31 32 33 40 41 43 44 710x12FP 7036 7042 1224 GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") 6TP247 45 46 50 51 1634 7006 7040 6163K VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12 X 1 " PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER 711573 SNAP -ON T- HANDLE KNOB 7FLDHD FOLDING HANDLE 52 53 54 55 1635 331 67 7004A 68 61635K 60976 78x12PSTW/B 67004 712X1PPT 69 70 71 72 7011 7012 7019 7018 • • ••• • • • ••• •• •• • • • •• •• • • • • 0__ _• • • • • r — ••• 0 •— •- • • ••• . • "1� • — • L. Fc11' 1 •• 74 ?u.6 SINGLE LOLKKEEI' R • • ••• • •• •• 75 70834A . 50 11 •U ' I•S • • •• •• • • • • 80 7005A __FIXED WINDOW F1 1E- ?EAD, ' ' JAMB • • 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY • • • 83 7007 INSTALLATION HOLECOV 13 • • 85 7047 67407 GLAZING BEAD (13/16" Ir.)' • • • • • 86 13/16" I.G. GLASS (I/VHS, AII SPACE, 5/1." • 5 16" LAMI = (2) LITES OF 1/8 "HS GLASS WITII AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI = 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI = 3/16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" .865" .050" 7/16 ". GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" - 1.000" .423" ---• -I 1--- -- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 '993" Tr289 „ j .040" ---- -I f--- .172" .870" � 11 .050" I --;-1 --- .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" .062" ---1 1.124" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 ll i ( .093"J 2.701 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A PRODUCT RENEWED as complying with the Floes 'balding Cade mpcns,- tats % • • tioa 12co4w. i %x/ i Monk Mame. t.1" t3 Revsd By: F.K. Date: 3/25/03 Revisions: 8 ADD 13/16" I.G. GLASS & GLAZING BEAD Revsd By: F.K. Dale: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 6/23/05 Revisions: D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Drawn By: Date: Checked By. Date: F.K. 12/17 /02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1113G7 Visibly Better Description: PARTS LIST & EXTRUSIONS Ttlle: ALUMINUM CASEMENT WINDOW, IMPACT ser /Adodel: CA -740 Seale: NTS Sheet. 12 ar 13 Drawing No. 7045 -8 Rev: D 2L_ Lucas A. Turner, P.E. PE #58201 Mechanical A 9Y WOon RUCK LE NOTE :') 1/4" MAX. SHIM --{ ASEE NOT. L A 1x WOOD BUCK rMOTE3) - -- 114" MAX. SHIM --- �? 1; ^fn0D BUCK (SEE NOTE 3) - 1 /4 " MAX. SHIM - A SEE NOTE 2 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM A SEE NOTE 1 ---1 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK _j 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 •• •• • • • • • • • • • • • • •• •- •• .- --...1 1 1 /2" I„„ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • •• • • • • -- ••• • • • ••• • • • • •• •• • • • - ••• 13c W ®O® BUCK ENU1t =3) 1/4';NAX. $HIM •• • •••- • • • • • • • • • . • • • • SSEE NOTE 1' •• • • • '- •• •• ••• • • • • •• • • •• • • • • • •• A SEE NOTE 4 SEE NOTE 4 „...]1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 1 1 /4" MIN, FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. PRODUCT RENEWED as complying with the FlorikC Raiding Code Accepts= No ties Date Revsd By Date: Revisions: F.K. 3/25/03 B NO CHANGE THIS SHEET Revsd By: F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 6/23/05 Revisions: D REVISE NOTES AND REMOVE 3/16" TAPCONS & #14 SCREWS Drawn By, F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better Descript•n: ANCHORAGE DETAILS TRIG: ALUMINUM CASEMENT WINDOW, IMPACT smasher CA -740 Scale: NTS Sheet 13 at 13 D.wrng Na. 7045 -8 Rev: D ( 70c- Lucas A. Tumer, P.E. PE #58201 Mechanical NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • 1. GLAZING OPTIONS: • ' • • • • • • ••• • • • • ••• A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • • • • • B. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE QRiRFLEX/IrEEPSAFe MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. •••• • • • • • • • • • • • • • • C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEPSAW MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE ®R 6hF164/1/EFPpAfc•• MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • • • • • • • 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 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. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. 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). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR A ° MEN e EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Flawed Bs 1/2" GLASS BITE } .402 +® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A EXT. - 3/16" ANNEALED OR ''~^ HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR - SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" G SS BITE --► .465 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 • • • NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 Approved as complying with the Florida Hu;ding Code Date c:40,11:4 I L Zod7 NOA# b7- OG2.51 • /O Miami Dade Product Control Di By I • C ILA fet.L Radium Rated By. F.K Rend tly: FIG 911807 Daly: 8/14117 Revisions: B CLARIFY EXT. OF GLASS, OVERALL THIC1G ESSAND GLASS BITE RsNebs A ADD GLASS BITE DM TO GLAZING DETAILS, ADD GLASS DEC. MK, REVISE NOTE 1, GLASS DESCR1PT &ADD NOTE 9 &WMBy: Dam Checked By: Dols I F. K 2/22/0 7 J. J. 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better NOTES AND GLAZING DETAILS Tax ALUM. FRENCH DOOR & SIDE LITES, IMPACT BaRedlioder FD101 Beds Ix Blare 1 d 10 11005 -1 Row B Robert L. Ciark, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OX( & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B,C R D X WIDTH XX WIDTH HEIGHT 68- 793/4" - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 3° 37 1/21 6° 71 3/4" +75.0 -75. +75.0 -75.0 +75.0 -75.0 O WIDTH +75.0 -75.0 +75.0 -75.0 SINGLE SIDE LITES,.WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 36 1/8" +75.0 - 75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 - 75.0 I +75.0 -75.01 +75.0 -75.01 +75.0 -75.0 I +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, O)0 & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPESA,B,CORD HEIGHT X WIDTH XX WIDTH 68- 793/4" 7 °- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 - 37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 - 34.0 SINGLE SIDE LITE Road By. Rowel fly: F.K Dar O WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 - 61.9 +59.0 - 59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: • ... • • • ... .. .. • • • .. .. • ▪ • ... • • • • . . . • • • ▪ •.. • • • ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) . B, 3/8" LAMI (1/8" HS, .090 PVB,1 /1+� "•HS) • • ; . • CY 7/16" LAM I (3/16" A, .090 PVB ;PI6r FIS) .' D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS)' ' .•.. • • .. • . . . • . . . . . . . . Q2. COMBINED DOOR & SIDE LITE WIPTH4 FOI�'r BI+E :OR 2 .,. A2. MAX. OX/X0 WIDTH = 731/2" • ••• • • • • •• • MAX. OXO WIDTH = 109 1 /2" •• • • • • • ••• • • . MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 1 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as complying with the Florida Qulling C?�7 Date Cr / Z0, NOAH Miami Dade Product Control By 1. L RovIslow Deft 8f18/07 R.vlbfanr Rovisbnx A REVISED TABLE 2. DESIGN PRESSURES AND CI ARIF/ED NON - REINF. VERSION SOMME GLASS TYPES & MAK SEES INTO NOTES &ADD NOTES 6 & 6. REVISE NOTE 1, 2 & 3. ADD NOTATIONS TO TABLE 1 AND2 REDUCE MAX SIZE DESIGN PRESSURE AND ADJUST. ALL DPS FOR TABLE2 F.K Own Ely. Doke cieeaesderr Hoer F.K 2122107 J.J. 6/'21/07 I 1070 KOMl. FL 3475 NOEC NfS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT ardwifforre FD101 Bair iX sr•e 2 d 10 poem 11005-1 Raw B Robert t. Clark, P.E. PE #39712 Structural SEE NOTE 4 OX OR XO 37 1/2" MAX. A 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" (TYP.b X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO" )CXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) 1091/2" MAX. 73 1/2" MAX. 36 3/4" MAX. 71 3/4" 1 ) ' CO \ . 1 2 // E- / X , lE O ci \ \ \ ec , / lE/ Ej' / X ! SEE NOTE 4 OX OR XO 37 1/2" MAX. A 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. 40" (TYP.b X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO" )CXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH /2 - 4.079) 1091/2" MAX. " " C --►i -+SEE NOTE 3- •-j-0— MAX. 71 3/4" 1 ) , IE O 0 4 10 Er O ci \ \ \ ec , / lE/ Ej' / X ! •• • • • • 41 • • ..\.• ..• • • •. " /�� / // Er X INACT. . ••• • : • •a� /.• .•.:: ../ .... •/ • .. , • • /r• O 103 lE \\ X ACT. \ -• / / , . .\ X ACT ` 41 1 . 1 / / / X INACT. SEE NOTE 4 OXO --SEE NOTE 4 A XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" • • ••• • • • ••• • •• • • • •• •. • ',43 3/4" 14SX: • - • • • SEE Ma d3 : 1:1 36 3/4" MAX. MAX. 71 3/4" 24 9/16" MAX. DLO (TYP) I —�1 \ ci I� •• • • • • 41 • • ..\.• ..• • • •. " /�� / // Er X INACT. . ••• • : • •a� /.• .•.:: ../ .... •/ • .. , • • /r• O 103 lE \\ X ACT. \ -• / / , . .\ X ACT ` 41 1 . 1 / / / X INACT. i 1 A XX 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" • • ••• • • • ••• • •• • • • •• •. • ',43 3/4" 14SX: • - • • • SEE Ma d3 : 1:1 36 3/4" MAX. SEE NOTE 4 —e 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) G G SEE NOTE 4 3/4" X. P.) DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" i4 ;'p u+•cii :r = _ •e;iud'iilt� with the Laaa OC.T.. A : Qt02. JbS`.ev. 'LT i u Rm isbnE Rod By. F.K &nee &/1&G7 B CORRECT VERTICAL DLO AND FORMULAS Read Br FJC balm 8/14iG7 RavlobriL A ADD DLO FORMULAS FOR DOOR AND SIDE LITE ADD DOOR DLO MM. IDEVTIFY DEAD BOLTAND SPECIFY 2C ACT. AND x'INACT. Damn* F.K Daft 2/22/07 Cloaked L: J.J. flake 621/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT serrtiMads: FD101 talc NTS Shot 3 of 10 Dimity Na 11005 -1 Ric B G� Robert L. lark, P.E. PE #39712 Structural C/C7 MA . .. • <04e/ I \ lE O :. :•• " •• • • • • 41 • • ..\.• ..• • • •. " /�� / // Er X INACT. . ••• • : • •a� /.• .•.:: ../ .... •/ • .. , • • /r• O 103 lE \\ X ACT. \ / Ei- O i 1 SEE NOTE 4 —e 1 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) G G SEE NOTE 4 3/4" X. P.) DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" i4 ;'p u+•cii :r = _ •e;iud'iilt� with the Laaa OC.T.. A : Qt02. JbS`.ev. 'LT i u Rm isbnE Rod By. F.K &nee &/1&G7 B CORRECT VERTICAL DLO AND FORMULAS Read Br FJC balm 8/14iG7 RavlobriL A ADD DLO FORMULAS FOR DOOR AND SIDE LITE ADD DOOR DLO MM. IDEVTIFY DEAD BOLTAND SPECIFY 2C ACT. AND x'INACT. Damn* F.K Daft 2/22/07 Cloaked L: J.J. flake 621/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT serrtiMads: FD101 talc NTS Shot 3 of 10 Dimity Na 11005 -1 Ric B G� Robert L. lark, P.E. PE #39712 Structural C/C7 :1EJ INTERIOR MAX. DOOR HEIGHT 2 DOOR SECT. A A VERTICAL EXTERIOR MAX. DLO INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL • • ... • • • ... •• •• • • • •• .. • • • • • . • • • • • • •.• • • • • • • • • • • • • • •.. • • • • • . • •. • • • • • • • • • • •••. •• • • • • • • . • • • • • • •. • • • •• • • ••• • • • • • • • ••• •• • CLEAR COLORED SEALANT Y 1 " SL VIEW G -G CORNER ASSEMBLY Approved as complying with the Florida Buiding Code Date de.7 Lb '4007 NOA# eq -c,� /G Miami Dade Product Control Div By Mel Lac" Rend By. F.K Meanly: F.K Drew By: F.K Dale: ttortiente W1&07 B NO CHANGE THLS SHEET. Dater &'14A17 Revisionc A SHOW DOUBLE HOLLOW HEAD SECTION AT CORNER ASSEMBLY Daft 2/22/07 Checked Bs J.J. 6/21/07 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ETGT Visibly Better EXAMPLE ELEVATIONS TDB ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sadesilitclok FD101 Bake 1/2x Shea 4 a 10 Cimmivft 11005 -1 B Robert LClark, P.E. PE #39712 Structural • • .•. • •. •• • • • • • • • • • • • • • • • • • • • • • . • • ••• • • MAX. 'X WIDTH 'XX' SECT. C -C HORIZ. I'� MAX. DLO 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH INTERIOR EXTERIOR DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Binding Cods Date a i icto NOAM d k t Miami Dade Product Control DivLyion layl� L (i1 4 / c Raved By. R ne: Raved By: F.K Datr 9/18/07 Readonsr 8 NO CHANGE THIS SHEET. Roved By: F.K Data 8/14/07 A ADD 'DOOR W /SIDELfE'TO SECTION E -E &'SINGLE BIDE LITE' TO SECT. F-F Drone By' Deft t edred8y: Date FIG 2/22107 J. J. 6/21107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM /S FL 34274 PJG,Ir Visibly Better Desaffolow VERTICAL SECTIONS The ALUM. FRENCH DOOR & SIDE LITES, IMPACT serdAloaet FD101 Sale 1/2x Oast 5 10 Effimoing 11005 -1 Roe B Robert L. (l; lark, P.E. PE #39712 Structural ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 PGT# DESCRIPTION 943B 60411 FRAME HEAD 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 955 7955X FLUSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRIKEPLATE 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPXP #8 -32 X .500 PH. FL. MS - S.S. W /SILICONE PATCH 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL T SLOT (AMSBURY #32011) 11004A 1611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 1411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 11002A 1411002A ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) 11003A 1411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 915D 60380 FRAME JAMB (OUTSWING) 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 1140 78X112PSATS #8 X1.500 PHSQAT /S 1048 71048 JAMB SCREW COVER CAP 41721N STRIKE PLATE INSERT 26 1118 I710X34PFA #10 X.750 PH. FL. SMS 27 7070 167070K BULB WEATHERSTRIP .187 X .300 HIGH 30 910D X6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 16911 DOOR PANEL, SIDE RAIL 32 917 I7FRMO HINGE EXTRUSION 33 1178 171058FP W,B #10 X.625 PH. FL. SMS 34 913A 160378M TRUSS CLAMP 35 1130 I6TRODA 5/16 -18 THREADED ROD 36 990 I7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 160379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 170997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 1023 167924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 141720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X .500 PH FL SMS TYPE BDS 43 1212 17P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 16Q200K WSTP.,Q -LON .190 X.200 HIGH 47 929 I74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 17634F #6 X .750 PH. FL. SMS 49 982 IFD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 141721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 I7FRSPX DEADBOLT STRIKE PLATE 53 1118 I710)C34PFA #10 X .750 PH FL. SMS 54 957 170957X HANDLE STRIKE PLATE 55 1118 I710X34PFA #10 X.750 PH FL. SMS ITEM 60 61 62 DWG # 920D 921 D 916B 988 PGT# 6920D 6921 60381 DESCRIPTICAI .:.:. SIDELITE H*1DEit SIDELITE SILL • ••• SIDELITE JAMB • • •••• •. • • • • • •• • • • • • • • . • • • ••• 63 64 65 66 1155 998 999 934A 781PQA 7998 7999 61641M 67 70 71 72 4222A 712653K 71267K 64222 #8 X 1.00Q,4J4D.PN. SMS..: • . HEAD GAL IlETS.(STOQKI IS #7099) SILL GASK4TS{STOGKUVO #7099gp •,• SIDELITE JAMB ADAPTER #12 X 1.000 pi•IEET.M6TAL.SC[W SETTIING BLQCri /i21X.:114" k1" VWPSA SETTING BIa®t}, :/16;"%j/Z" X•1, W/PSA BEAD, 7/16" 73 92 93 94 95 96 97 98 102 103 BEAD, 3/8" 986 BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 41106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) OFF -THE SHELF DEAD BOLT LOCK 6988 64986 .504 —•-j In .360 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 .1251 TUBE MULL 6063 -T5 4 0 1.00 i, Approved as complying with the Florida Bawling Code Date DcT r/2e07 NOA# 07 —O h 21• /O Miami Dade Product Control Diltt 1. By n Rend Br Deft Rwd:faa~ Rend By: FJL Rowe Bp F.IC Oran Br Da c F.K 222/07 Thar 811&07 Dab: 8/14107 B NO CHANGE THIS SHEET. Rs bb= A ADD ITEM 103 DEAD BOLT AND 'INACTIVE PANE. ONLY' TO ITEM41. Chockad8y Dew J.J. 621/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 PARTS LIST Pi GT Visibly Better sdt«d FD101 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Bad 1/2x at 10 11005-1 RM. B Robert L. Clark, P.E. PE #39712 Structural 4.626 4.000 1.400 1.750 1.750 1.750 1.750 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 4.726 .550 .050 --� FILLER HEAD ADAPTER 6063 -T6 FRAME HEAD 6063 -T6 .050 079 1 1 1.489 J 1.479 J .489 3.000 OUTSWING THRESHOLD 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 4.726 4.100 1.500 1251 l v ji .750 TRUSS CLAMP 6063 -T5 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .683 -.558 .050 3/8" GLAZING BEAD 6063 -T5 - - -3.100 NH 1.479 4.675 .683 4.726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 ( -x.525 .050 7/16" GLAZING BEAD 6063 -T5 .075 SL HEADER 6063 -T6 .750 1■ 4.586 5.212 SL SILL 6063 -T6 • •• • • • • • • • .•• • • ..• • • • • •• .. • • • • • • • • • • •.• • • • • • • • • ••. • • • • • • ••• �- +1.480 -�{ • .... • •••• .. • .••• • • • • • • • • • • r_ : -i•••• 3.006• • • • . • 0`+ • • -1.578 -H .890 DOOR FRAME, JAMB 6063 -T6 .050 3.000 SL JAMB 6063 -T6 .830 1-•- .050 2.980 SL JAMB ADAPTER 6063 -T6 .050 WEATHER STRIP CHANNEL 6063 -T5 1 2.125 0.375 .125 HINGE 6063 -T5 Approved as complying, with the Florida Bolding Code Date O -T I & I % NOA# /57,04 2_9. /D Miami Dade Product Control Byls1 Avl I . Cifetcotet. Road By. Dabx Rarlalanx Raid By FJC Rost By: FK 816107 Dabx 8/14/07 NO CHANGE THIS SHEET. ADD 'DOOR' TO REM2O& GLASS BEDD1$L TO ITEMS 30, 31, 44, 45 & 62 Drawn By. D r: Moat Data: I FJC 2/22/07 J.J. 621/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better natafpnwr EXTRUSION PROFILES TIOK ALUM. FRENCH DOOR & SIDE LITES, IMPACT SerksaModsh FD101 saw 1/2x slag 7 of 10 11005 -1 RIM B y t 0/ L. Clark, P.E. PE #39712 Structural -.- JAMB ZONE "B" JAMB ZONE "A" HEAD ZONE "C "I / x / JAMB ZONE "A" ZONE 0" -1 --ZONE "D "� JAMB ZONE "A" / / n XX U / / JAMB ZONE "A" 1 SILL 1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD f--Z ENE --ZONE "F "�Z ENE -4 1 SILL SILL ZONE-1— °F„-- -ZONE -4 E SEE TABLE 7., SHT. 9 E NOTES: JAMB ZONE "B" t--- SILL 1 SILL ZONE "D" ZONE "0" SEE TABLE 4., SHT. 9 JAMB ZONE 'B" HEAD ZONE "E" O JAMB ZONE "B" 1 SILL } ZONE "E" SEE TABLE 5., SHT. 9 HEAD 1_ HEAD HEAD ZONE "0"—t— ZONE ""F "--t-ZOENE -t } JAMB ZONE "A" } 1 / / /XXO OR \ \ . OXX 1 [ AA A n n } JAMB ZONE "B" } \ •\ . 1 V , // , SILL 1_ SILL ZONE"D "ZONE "F "—�Z ENE - SEE TABLE 7., SHT. 9 JAMB ZONE "A" HEAD:..: • :pEnu : .: EXAMPLE ZONE "q" ' 71JNr•'`� "' : •:• : . • •ANCHORAGE SOLUTION FORA CONCRETE •' .. • •• • •'' ••• • • ▪ ''' ' • XXO INSTALLATION 1..▪ . ••. /.... • • • • • ' "• ' s ▪ ' A. 19" x 83 3/4" SIDE LITES "B" AND m "E" ZONE ANCHORS FROM • • • ' w •" TABLE 7, SHEET 9. ....2 • • • • • • • • ▪ PLUS; m / XO tOX • • - • • .. • • \ 1 ZONE "D" 1 ZONE "E" SEE TABLE 6., SHT. 9 HEAD HEAD t- ZONE -t-- zo ZONE "F "� ZONE -1 E "E" B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL SILL -ZONE -- ZONE "F" ZONE "F "� ONE E E SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3 /4"W'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Rood By Approve: L% i:!, gag w ih the Florida Bunting CeJe Date e:)T iffy NOAH d? zy. lej Miami Dade Product Control Di Dy Lam` R•rsdBy F.K Rood By. F.K Drawn By FJC Dater 811807 dem 8114/07 � 7 R B NO CHANGE THIS SHEET. A Chocked By J.J. CHANGE X0' OR YJ C A NC H O R ZONE FROM ' C' TO D. ADD A N C H O R TYPES TO SOLUTTOAL 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Beer ANCHORAGE, CONFIGURATIONS 'lion ALUM. FRENCH DOOR & SIDE LITES, IMPACT tt FD101 saw. NTS 8 of 10 11005-1 Robert L. Clark, P.E. PE 939712 Structural A n AA A n n n A } JAMB ZONE "B" { 1 / \ / \ / \ / OXXO -JAMB 2 ( \ ) ) , \ / / 1 `• Y •U• Y Y\ YVYV Y V H H B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. SILL SILL -ZONE -- ZONE "F" ZONE "F "� ONE E E SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 3 /4"W'XX' DOOR WITH 19 "W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Rood By Approve: L% i:!, gag w ih the Florida Bunting CeJe Date e:)T iffy NOAH d? zy. lej Miami Dade Product Control Di Dy Lam` R•rsdBy F.K Rood By. F.K Drawn By FJC Dater 811807 dem 8114/07 � 7 R B NO CHANGE THIS SHEET. A Chocked By J.J. CHANGE X0' OR YJ C A NC H O R ZONE FROM ' C' TO D. ADD A N C H O R TYPES TO SOLUTTOAL 6/21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Beer ANCHORAGE, CONFIGURATIONS 'lion ALUM. FRENCH DOOR & SIDE LITES, IMPACT tt FD101 saw. NTS 8 of 10 11005-1 Robert L. Clark, P.E. PE 939712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) LOAD ZONES WIDTH x HT. 25,50 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 2 5 5 5 5 6 5 5 X - HEAD /SILL "C' 2 x X - HEAD /SILL "C" 2 7 4 2 3 2 7 4 2 3 2 2 2 2 7 4 7 4 7 4 7 4 2 2 2 2 3 3 3 3 2 5 6 6 5 5 6 6 6 5 6 6 6 7 6 6 6 7 7 6 6 6 7 7 6 6 7 7 2 2 7 4 7 4 7 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 7 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 10 4 8 4 8 4 8 4 2 2 3 3 5 GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "XX" - 47.75 TO 71.75 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 5.0 SIDE LITE LOAD ZONES WIDTH x HT. 47.75 x 79.75 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.75 91.75 95.75 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.75 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 91.75 95.75 3 3 3 3 3 3 3 3 7 3 10 4 10 4 8 4 8 4 8 4 10 4 104 8 4 8 4 10 4 10 4 10 4 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5 5 5 3 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 XX - JAMB "A' 4 w to tG iL N. J J J 0 a 0 Q , N N X a - X M 3 6 2 X 4 w cn J 01-_0 x00 O N X < X 2 3 (USE W / TABLE 7.) 5 4 7 4 2 3 5 4 7r4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 5 4 7 4 2 3 5 4 7 4 2 5 4 7 4 2 3 6 4 7 4 3 5 6 4 8 4 3 5 5 5 8 4 2 3 5 5 8 4 2 3 6 5 8 4 3 6 5 8 4 3 5 6 5 8 4 3 5 5 5 84 2 3 6 5 8 4 3 5 6 5 8 4 3 5 6 5 84 3 5 6 10 4 3 5 5 8 4 3 5 7 6 6 6 7 7 6 6 6 7 7 5 5 6 6 5 5 5 6 6 8 4 8 4 10 4 10 4 8 4 9 4 9 4 10 4 10 4 3 5 3 5 3 5 3 5 GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "0" - 10.75 TO 36.75 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 6. XO & OX LOAD ZONES 3 3 3 3 5 3 WIDTH x HT. 10.75 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 12.75 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 19.00 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 21.75 x 79.75 4 83.75 4 87.75 4 91.75 5 95.75 5 27.75 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 36.13 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 36.75 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 O - JAMB "B' W O - HEAD /S m O 1 4 1 4 1 1 4 1 1 4 1 1 4 1 2 4 2 2 4 2 2 4 2 2 4 2 4 2 2 4 2 2 2 4 2 4 2 4 2 2 2 4 2 2 2 4 2 4 2 GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES SIDE LITE WIDTH 10.75 2 4 2 2 4 2 4 2 2 4 2 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 7 x HT. x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 LJ p - J_ N J t/) m al < W W -, ? 0 x 4 2 0 0 0 4 2 ce 4 2 0. 4 2 of, 4 2 j 4 2 H 4 2 E 4 3 4 3 W 4 3 H 4 H z 4 3 0 0 4 3 W 5 3 z 5 3 5 3 co 5 3 0 5 3 a ai J ft a OC O 4 - 4 4 2 5 7 5 H 4 2 4 2 4 2 4 3 X - JAMB "A' W m m o 2 S O O X - HEAD /SILL "D" X - JAMB "A" 4 3 4 3 6 6 6 3 3 4 6 4 7 5 7 5 7 5 6 6 7 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH TABLE?: OXO, (XZ ,. c X W • • • GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTg94IE 2,3,•WOODe1 1,2 .00N i • • • • • • • • • • DOOR VMS • • L0 D ZONE : : : • • ••• • ▪ • "x, - 25.50 TO 37.50 iL •• • . II "XV' - •47 . /.0 • • • IA •••• • ilib TO •-' : ic• , o SIDE ¢ W < w LITE -' = X -, = X WIDTH x HT• O 0 x O 0 x 10.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 1=- 4 2 91.75 4 2 5'+g 4 2 95.75 4 2 4 2 12.75 x 79.75 4 2 00 4 2 2 83.75 4 2 J 4 2 87.75 4 2 a 4 2 91.75 4 2 95.75 4 2 0 19.00 x 79.75 4 3< 4 2 83.75 4 3 0 87.75 4 3 p N 95.75 91.75 4 4 3 3 0 21.75 x 79.75 4 3 W 83.75 4 3 O 87.75 433 , 91.75 3 A 4 2 95.75 0 m 0 0 0 W 1 Q 4 2 = 2 D- 4 2 z 0 4 2 0 4 2 W 4 2 0 4 2 O 4 2 ei 4 2 4 2 E 4 3 ce 4 3 w 4 3 4 3 z 4 3 4 3 4 3 0 0 z 4 W 0 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 5 3 5 3 5 3 5 3 6 3 6 3 6 4 6 4 7 5 7 5 7 5 6 4 6 4 7 5 7 5 7 5 4 3 4 3 4 4 4 3 3 3 APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida Buidia Code Date .LT / �/ 2007 NOAH, .17--te f • 47 Miami Dade Product Control By Pi/ 1. (4 Jr- Nevinorm Revs laser FJL &/1&007 Rated* Cam F.K 6h4/07 per. Deft F.K. 2/22J07 B NO CHANGE THIS SHEET. ADD 'AtSOUSE w / TAME 8TO TABLE 4., D'. CHANGE TABLE EL, HEAD ZONE A 'V" TO I? COLUMN REFERENCE. ADD TO ANCHOR TYPE 3 Checked 13y: laser J.J. 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1529 NOKOMS, FL 34274 Vtcibly Better ANCHOR QUANTITY LOAD ZONE TABLES T6r ALUM. FRENCH DOOR & SIDE LITES, IMPACT 6•dsNUmek FD101 NA Eibmt 9 •►10 Owing No. 11005 -1 Robe f'L. Clark, P.E. E #39712 Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" -11 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" MAX. _j SHIM plin .. I��Ill,llll,„,„, WI►�• „..•:.,, ..,.: ... .•„..,..,.. . ... .." „1lI 1..,,,,.:,,, ,I,.i.,. ► � . 1 - �% '. JI 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (GONG) 2X WOOD BUCK, NOTE 2 • • 3.4 KSI MIN. cam,: 1X WOOD BUCK, NOTX 2 • • . • 1 N4" • • :i. ; 11:'ti : ;.7. .? •!' i-. • 1 1 3/4" MIN. E.D. 1 3/8" MIN.. • 1 •.•• • • • • • • • • • • • . 1/4" VAX. • SHIM WOOD ••• ANCHOR •: TYPE 2 ORS! NOTE 1 •1 3/4" MIN. E.D. EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM MOM =II 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, 2X WOOD EXT- NOTE 1 BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE OR 3. NOTE 1 L� EXT. NOTE 3 1/4" MAX. 1 1 3/8" TYPE 1 13 /4 " TYPE 2 N 3/4" 3.4 KSI MIN. CONC. 4 • • • • • • • • • • • 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) —..I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM -ilk��uunuu +uuu nl uWpnumm► 1X WOOD BUCK, NOTE 2 1 3/4" MIN. E.D. • '. 1 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. .;•. 1 3/4" MIN. E.D. EXT. SIDE LITE JAMB (CONC) 2 CONC. ANCHOR, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 -1 DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. EXT. 1/4" MAX. SHIM P... • •'C: . . .'.. '1, 3/8" TYPE 1 3/4" TYPE 2 • 1 3/4" —0.1 MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as comp,. ;Ili; with the Florida Bolding Code Date /9 CT / �/ ?�D NoA# ,72&?. /0 Mia�mpinDade Product Control Div gy lS��ai I. C� 4ra� Reead Br Defre Rated Ely: Ode: FJC 8H8/07 Rend* Dale: FJC 1111440 Drawn Dabx F.K 2/22107 Rinker= 8 NO CHANGE THIS SHEET. flevisbnx SPEC. TYPE 182t ONC0NC.AETA1L$. SPEC. TYPE 283ONWOOD A DETAILS. ADD ANCHOR TYPES TO NOTE 1. Chocked* cries J.J. 8111/07 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1828 NOKOMIS,, FL 34274 FIGT_ Visibly Better ANCHORAGE DETAILS 76c ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8eetes9Nadet FD101 Basic NTS Sane 10 s 10 Daraing 11005-1 B / Robert L Clark. P.E. PE #39712 Structural