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WS-10-1360Inspection Number: INSP - 154462 Scheduled Inspection Date: January 05, 2011 Inspector: Bruhn, Norman Owner: GLUECK, MARKUS & JENNIFER Job Address: 94 NW 97 Street Miami Shores, FL 33150- Project: <NONE> Contractor: STANLEY SUMMER LLC Building Department Comments INSTALLATION OF NEW 19 IMPACT OPENINGS (WINDOWS & DOORS) Passed Failed Correction Needed Re- Inspection Fee January 04, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -7 -10 -1360 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number ()_- Parcel Number 1131010330370 Phone: (305)776 -2443 Inspector Comments CREATED AS REINSPECTION FOR INSP- 149422. All ok except front window and slider anchors must be exposed. NB Page 9 of 17 .8121 10 - S7a-uiLy BUILDING PERMIT APPLICATION FBC 20 permit r "pe BUILDING N OOFING Owner's Name (Fee Simple Titleholder) ��r�6 `s ,,.' ke_ Phone # Owner's Address tom - CityC State." Tenant/Lessee /Jamc Phone # Email Job Address (where the wow is being done) City R Miami 'Shores Village County 1 lia D FOLIO i PARCEL # //J /c / - 1 'Z)3 Is Building historically Designated YES NO Contractor's Company Name Contractor's Address .. i.ag City "PH/ Tlictrf- $ Qualifier Name State Certificate or Registration +To: Certificate of Competency No. Contact Phone 705 - 7 ? ZYy) Architect/Engineer's Name (if applicable) Value of Work For this Permit $ /'d L.. V F Type of Works °Addition *'Alteration besevtbe Work, 4r,4 . J. f., /A? -5 'p Submittal Fee $ Notary $ • **** * * * ** ** '**** *** ********* Miami Shores Village Building Department 10050 N.E,2nd Avenue, Miami Shores. Florida 3313$ Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762 4949 », /„„ e9 j €/ �✓ ��i State 54/R Master Permit No. Phone # 't , N. E-mail e i/ 1,6 C CO Permit Fee Square /Linear Footage Of Work: e v .0: RepakiRepla Training/Education Fee $ Phone # Scanning il Radon DPBR S Double Fee $ Violation date: Structural. Review. $ Total Fee Now )Jue $ JUL 28 2016 1 ,C) —I C- Flood Zone 7 777 — KV/ Zip 7J118 Phone # 4x/ 0 Demolition CCF $ CO /CC $ Technology Fee $- Bond $ See Reverse side a 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 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. 1 understand that a separate permit must be scented - 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 w ich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap i> oved and a reinspection fee will be charged. Signature Sign: Print: My Commission Expir er or Agent The foregoing instrume t was acknowledged before tie this 10 day of , 20 f by J who is personally known to me or who has produced who is As identification and who did take an oath. NOTARY PUBLIC: (Revised 07 /10I07)(Revised 06/10/2009) * * * * ** * * * * * * * ** *i APPROVED BY \/f e 7/2 / 0 Plans Examiner Engineer Signatur The foregoing day of Sign: Print, �a Zip Contractor rent was acknowledged before me this , 24Q, by f(al`J ti :Sur,*4(1s_:'' or who has produced as identification and who did take an oath. NOTARY PUBLIC: try 5,, My Commission Expp � _ fsi w c �.' (- Zoning Clerk checked Permit No. Tax Folio No STATE OF COUNTY OF NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1., Description of property (legal description and street address, if available): ld• // s 1- 6i Po - .-Vee 6 -AY .3f (or /1 r'/Y 2. General description of improvement ,'ifs- c' /haw 3. Owner information: a) Name and address: b) Interest in property: Q144vitt c) Name and address of fee simple title holder (if other than Owner): 4. Contractor (name and address): �P �- HJ L C 6 # #.t' i ,41c /" s .zi A' 13/1 ✓ 5. Surety: a) Name and address: b) Amount of bond: $ 1111111 CFhl 2010Rt 534761 OR 8k 27380 Fss 2978 - 2979; (2pss) RECORDED 08/09/2010 10:23:41 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA 6. Lender (name and address): OR Bk 27'380 PG 2979 LAST PAGE 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 713.13(1)(a)7., Florida Statutes (name and address) 8. In addition to himself, Owner designates /� of (address) to receive a copy of the Lienor's Notice as provided in section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): 1/1/1 &4�� •�% .�. (Owner) By: Print Name: Il CAe4t Print Title: Address: I 14- &t l- f l u'od.vz 4,471(N ?Z-V STATE OF COUNTY OF SW RN TO and bscribed before me thistty of v� ( °by {name), as (title) of (name of on), a (State) corporation, on behalf of the corporation. %/She [please check as applicable] / c / is personally known to me, or has produced / / his/her (state) driver's license, or / / his/her (type of identification) as identification. Prepared by: f j A' t, , � ry , tL i / (4-14 M 1' krAM/ r N/p E0 (Punted Name) 1-1 NOTARY PUBLIC, STATE OF `f 'I �y Q (Commission Expiration Date) STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERT/FY that this 1s a copy of the r : ; . filed ki this o1 clay en a / _ �, sue. D 20 /0 limit and County Com& • • tner :• Markus and Jennifer Glueck • • 94 NW 97 Street • • • • a1l iami Shores, FL 33150 • • • • • • ..11- 3101- 033 -0370 - •••- • • . - 12 11 4 1 45' 45' • • Openiad •, ; Des r! gf Product Acceptance Product Approval Opening Rough Opening Shutter Required Mullian Required Impact ID • • 171/indow/1ldofMlullian Number Design Pressure Design Pressure Size Y/N Y/N Y/N _ • ( +) PSF ( -) PS) ( +) PSF ( -) PS) • • o • 1 • •. Casement • : 08- 0117.11 75.00/75.00 54.66/59.29 37x50 5/8 N N Y 2 " • • • Casement 08- 0117.11 75.00 /75.00 54.66/59.29 37x50 5/8 N N Y 3 Horizontal Roller 07- 0815.09 75.00 /75.00 54.66/59.29 111x63 N N Y 4 Horizontal Roller 07- 0815.09 75.00 /75.00 54.66/59.29 37x46 N N Y 5 Horizontal Roller 07- 0815.09 75.00 /75.00 54.66/59.29 37x38 3/8 N N Y 6 Horizontal Roller 07- 0815.09 75.00/75.00 54.66 /59.29 37x38 3/8 N N Y 7 Fixed Window 08- 1112.10 75.00 /75.00 54.66/59.29 37x76 N N Y 8 Fixed Window 08- 1112.10 75.00/75.00 54.66 /59.29 37x76 N N Y 9 Fixed Window 08- 1112.10 75.00 /75.00 54.66/59.29 37x76 N N Y 10 Fixed Window 08- 1112.10 75.00 /75.00 54.66/59.29 37x76 N N Y 11 SGD 09- 0728.06 80.00/80.00 54.66/59.29 184x82 N N Y 12 Fixed Window 08- 1112.10 75.00/75.00 54.66 /59.29 37x82 N N Y 13 Fixed Window 08- 1112.10 75.00 /75.00 54.66/59.29 37x76 N N Y 14 Fixed Window 08- 1112.10 75.00/75.00 54.66/59.29 37x76 N N Y 15 Fixed Window 08- 1112.10 75.00 /75.00 54.66/59.29 37x76 N N Y 16 Fixed Window 08- 1112.10 75.00 /75.00 54.66/59.29 37x76 N N Y 17 Casement 08- 0117.11 75.00 /75.00 54.66/59.29 37x50 5/8 N N Y 18 Casement 08- 0117.11 75.00 /75.00 54.66/59.29 37x50 5/8 N N Y 19 Casement 08- 0117.11 75.00 /75.00 54.66/59.29 37x50 5/8 N N Y 20 Mull 06 -0125.06 170.00/170.00 54.66 /59.29 N N Y • •• Miami Shores BuildII bbpartment •... Prod uct tpprgval Schedule / Comparison Chart • • • • • •••• dress. 694 NW 97th $,T. Miami Shores, 33150 • • • • •• • . • • • •. • • • • • •• • . • [Permit No. (Condition — — 1 MEMIUMINIIIIII Max + Max - Open Buildings 0.00 0.00 artially Enclosed Buildings 0.55 -0.55 Enclosed Buildns 0.18 -0.18 Enclosed Build! • s 0.18 g y Zm Zm Z in 15.00 ft Izm Cc * (33/)^0.167 0.2281 Lzm I *(zm/33)^Epsilon 427.06 ft Q (1/(1 +0.83 *((M In(B,L)+Ht)ILzm) ^0.63))^0.5 0.9158 Gust2 0.925* 1 +1.7*Iz m*3.4 *Q / 1 +1.7*3.4*Izm 0.8807 1 Analysis by: Vicente Franco Descrl.tlan: 94 NW 97 st WINDO2 v2 -16 Detailed Wind Load Design (Method 2) User Input Data cture Type Basic Wind Speed (V) Struc Category (I, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) lope of Roof Slope of Roof (Theta) ype of Roof Kd (Directonality Factor) Eave Height (Eht) dge Height (RHt) Mean Roof Height (Ht) dth Perp. To Wind Dir (B) idth Paral. To Wind Dir (L) Bulidng 146 11 C 1 3.0 14.0 Gabled 1 10.00 20.00 15.00 50.00 80.00 Deg mph Hz :12 ft ft ft ft ft Calculated Parameters A. o1111/1111111.11111111111111111M Hei • ht/Least Horizontal Dim Flexible Structure 0.30 No Company Name: Shop Drawing Express dba Dolphin Glass 786- 213 -3441 Im dance Factor Hurricane Prone R =. ion >100 mph) Table 6 -2 Values Bt= Bm = C c = Epsilon = 'Zmin = 1 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Gust Factor Category!: Rigid Structures - Simplified Method Gust1 !For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.8 Gust Factor Cateor II Ri gid Structures - Complete Anal Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used . . .. • • • • •�. • * . . • • • • • • •. • • • • • • • •..• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •. •• • • • • •• • •. ••• • • • •.. • • Fig 6 - 5 Internal Pressure Coefficients for Buildings. Gcpi • ••. • •.. • • • • • .• • • • • • • • .• • • • • • •. • • • • • • .. • • .• • • • • • • • ... • Developed by Meca Enterprises, Inc. Copyright Sleep Drawing Express dba Dolphin Glass 0.85 7/19/2010 VICENTE FRANCO P.E. JUL 13 2010 LIC. -625$1 Page No.1 of 2 1 Analysis by: Vicente Franco Descrl.tlan: 94 NW 97 st WINDO2 v2 -16 Detailed Wind Load Design (Method 2) User Input Data cture Type Basic Wind Speed (V) Struc Category (I, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) lope of Roof Slope of Roof (Theta) ype of Roof Kd (Directonality Factor) Eave Height (Eht) dge Height (RHt) Mean Roof Height (Ht) dth Perp. To Wind Dir (B) idth Paral. To Wind Dir (L) Bulidng 146 11 C 1 3.0 14.0 Gabled 1 10.00 20.00 15.00 50.00 80.00 Deg mph Hz :12 ft ft ft ft ft Calculated Parameters A. o1111/1111111.11111111111111111M Hei • ht/Least Horizontal Dim Flexible Structure 0.30 No Company Name: Shop Drawing Express dba Dolphin Glass 786- 213 -3441 Im dance Factor Hurricane Prone R =. ion >100 mph) Table 6 -2 Values Bt= Bm = C c = Epsilon = 'Zmin = 1 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Gust Factor Category!: Rigid Structures - Simplified Method Gust1 !For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.8 Gust Factor Cateor II Ri gid Structures - Complete Anal Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used . . .. • • • • •�. • * . . • • • • • • •. • • • • • • • •..• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •. •• • • • • •• • •. ••• • • • •.. • • Fig 6 - 5 Internal Pressure Coefficients for Buildings. Gcpi • ••. • •.. • • • • • .• • • • • • • • .• • • • • • •. • • • • • • .. • • .• • • • • • • • ... • Developed by Meca Enterprises, Inc. Copyright Sleep Drawing Express dba Dolphin Glass 0.85 7/19/2010 VICENTE FRANCO P.E. JUL 13 2010 LIC. -625$1 Page No.1 of 2 Component width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (Iblft °2) Min -59.29 Max Min Max WINDOW Z4 10 1 4 1.00 - 1.10 54.66 WINDOW 25 10 1 5 1.00 - 1.40 54.66 -73.19 DOOR Z4 19 1 4 0.95 -1.05 52.38 -57.01 DOOR Z5 19 1 1 4. 5 0.95 -1.30 _ 52.38 -68.63 Note: * Enter Zone 1 throuah 5. or 1H throuah 3H for overhanas. a = 5 ==y • •• •.. . . . . .. • • • • • • • •• ••• •• • • • •• ••• • • • V ■•• • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDO2 v2 -16 Detailed Wind Load Design (Method 2) Fleury 6-11- External Pressure Coeffaients. GCa Loads on Components and Cladding for Buildngs w/ Ht <= 60 if 5.00 ft a 2 1 r 2 a as Gabled Roof 7 <Theta < =45 Double Click on any data entry line to receive a help Screen • ••• • ••• • • • • • •• • • • • •• • • • • ••• •••••• ••.• • • • • • •• • • • • • • • • • ••• • Developed by Meca Enterprises, Inc. Copyright i l iep Drawing Express dim Dolphin Glass 7/19/2010 VICENTE FRANCO P.E. JUL 13 2010- WIC. 62631 Page No. 2 of 2 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 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinicode 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. 704 - 8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision 9)" 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; L 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 • • tffroval documen.men tioned above. • • TIC stijgnitted dr n ntation was reviewed by Manuel Perez, P.E. • •• • • • • • • •• • • • • • • • • • • •• ••• •• • • • •• • •. • • • • • • • • • • • • • • • • • • • • • • • • . • .• ••• • • • • • .• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • NOA No. 08- 0117.11 - Expiration Date: May22, 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# 051129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted 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. • • ••• • • • FA, 3S$7 dated 10/8/02, signed and sealed by Jo. - .11 Chan, P.E. • • • • • • • • (Wilted under NOA# 03- 0611.02) L / L . • •.••••• • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • E -1 Manuel Pe Product Control NOA No. 0: c .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries 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. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted render NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex DIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER • • ••• • 1 , • Notice a Acceptance No. 05- 1129.11, issued to PGT Industries for th r es C -740 • ' • • :::.�luum Casement Window — L.M.I., approved , i 0 3/06, ex ' S E� :. • 5/22/08. • • • ▪ • •• ••• •• • • • •• Manuel P . P.E. Product Contra, finer NOA No. i : 17.11 • • • • • ••• • • • • • • •' • Expiration Date: May 22, 2013 • • • • • ' •' •' • •' • • Approval Date: May 15, 2008 • • •• • • •• •.. • • E -2 • •• • • • • • • • • • • • • • • • • • • ••• • • • • • •.• • • • • • • • •• • • • • • • • ••• • • • • •• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • •LAW M L WI 1. GLAZING OPTIONS: A. B. C. D. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. 'NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 4 "XOX° & "0" CONFIGURATIONS SEE SHEET 7. G. FOR Hi "XOX° & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 14 1/2° SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MD-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 114" $S4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL -3580, FTL - 3582. FTL -3587, FTL -3729, FTL4607 AND FTL -4608. good "r eqs FK F.K. FK. F.K. Data 7/10/03 0123/0$ 12(17102 ADO lair La & MOVE OL4211.1G DETAILS TO SHEET NO CHANGE MIS SHEET ADD 749 NT., GLASS TYPES FAND G. REVISE ANCHORAGE. Da[.: 070 TECHNOLOGY OHNE NOKCAH3. FL 30276 P.C. OOX 1629 NOKOMS. rL 34574 } x 0 } x x CONFIGURATIONS OPTIONS x 0 x x 0 0 x 2 x UNEQUAL Lr ES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPAct• • • CA -740 - NTS I N 13 70458• • • • p • • NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12' PARTS LIST 12 ANCHORAGE 1,3,4,13 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1 /8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 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. 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) UTE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O • • • • • •• • 0 •• •• • • • • • • • • • • •• • Div PRODUCT REKF.WE® AS 60trit.APV, i%4 r4rta •••• • ( r/`/3:/a - 5 • • •• • • • • • RucasR *,ter. PE. P8808201 • 7N"O•aDk"1 • • • •• • • • •• • • • • •••• • • • • • • • • •• • • • Rated By F.K. F.K. Rersd Bt. °term 9Y F.K. A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED • GLASS 1 /8" HEAT STRENGTHENED GLASS _ _ 3/8" AIR SPACE — 30 31 1/8" HEAT STRENGTHENED GLASS -- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS "arm BY flab: 325/01 bas 711D/01 Mm 03/25213 /av"toas C ReIrtaxanr D stammer 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL REURAW GLAZING DETAILS &ADD 13/18" 1.G. .65" NOM. GLASS BITE NO CHANGE THIS SHEET ADD 13/16' LAMI LG. W/7/182AM1 &CORRECT W6* LAMI DETAIL flab: NOTE: PVB INTERLAYER IS BY SOLUT1A OR DUPONT Vistb& Better GLAZING DETAILS •••• sa • • ALUMINUM CASEMENT WINDOW, IMPAC><• • • NTS .090 PVB INTERLAYER 3/16° HEAT - STRENGTHENED GLASS .65° NOM. GLASS BITE 1070 7ECIVOLOGV DRIVE NOKOMIS, FL 34275 P.O.60X 1523 NOKOMIS, FL 34274 13/16" 13/16° 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 1.G. W/ 7/16" LAMI A GLAZING DETAIL G4 -745 .65" NOM. GLASS BITE 2 a 13 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS • • • • •• • • 7O45$• • • •'r •• •• • • • • • • • • • • •• • • •••• • • MAIM ors c * *:.•: n'r`' + orif;.'i :.yI1�, 1 J. DH •••• • • • •••• /� • •" l • • • y . •• • • • • • • •• Lice; A. TurnLr, P.E. ••PEi3G201 •• • Ye°hnkal •• • • • • • ••• • • • • • • • CENTERLINE 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) 1 13" MAX. O.C. 4° MAX. 4" MAX. —•.- ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. —DAYLIGHT -- OPENING / ■ .111 II 7 " 7. 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4° MAX. 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. 30" MAX. -- DAYLIGHT -- OPENING 1 74" MAX. WIDTH MAX 30" DAYLIGHT OPENING 4° MAX. T F - - 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 1 13" MAX. O.C. " 1 1412" MAX. O.C. VENT HEAD & SILL ONLY -"-- 37" MAX' - 60 ° MAX FIXED SEE MEETING RAIL DETAIL TYP (4) VENT TYP. ELEVATION "A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) • • • • . • •• • • • 69" MAX. DAYLIGHT OPENING Faonua"Pari4SW5 asacm Aa.wsanatsP atisIbfi a A 76° MAX. HEIGHT 8/ 2X/03 8m" 7/10/03 Armsenx I✓ea4N: F.K x°orsnrs F.K S CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX k7: TO 76' AND MAX. DLO TO 60/ ON. a6y. 0.8. Nvtstro: fK 8/23/05 D N. B, 000: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1525 NOKOMIS, FL 34274 Uidikl~ereer XX° & 7OX° ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPAOT• • CA-740 NTS 3 twit 13 � , ,•,• •••• • • ,.. •••• 1 a •••• •• • • • • • •. LA P.E. • •:• • •• •• • • • • • • • • • • •• • •• • • • • • • • •• • • •• • •• • • • • • • • •••• • • • • FX awe Sy: FX Pavad F IL F.'S HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID-SPAN ANCHOR DETAIL -4 \ SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 5/23/55 Cm 7/10/03 12)17/02 c Romar= cerreesy F.K car•: 3/25/03 8 CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO75'AND MAX DLO TO 69* 37" MAX. WIDTH 30" MAX DAYLIGHT OP NING 69" MAX.`, DAYLIGHT OPENING 76" MAX. 13" I _ — ! II \ IIII HEIGHT MAX. O.C. 4" MAX. 1— MAX, O.C. 14112" ELEVATION "D " - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX 53" MAX ---,DAYLIGHT - ` — DAYLIGHT OPENING OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13° MAX. O.C. 4" MAX. 4" MAX. L r I 69" MA DAYUGHT OPENING 76" HEI 4" ML L l 37" MAX. VENT 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 PO. BOX 1529 NOKOUIS. FL 34274 1-4-- 13" MAX. O.C. 60" MAX. FIXED CA-740 60° MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1 --►� -13" MAX. O.G. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION AX. GHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVAT ON "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) • • • • • •• • • X" O ", "XO" & "OX" ELEVA77ONS • • • • _ • ALUMINUM CASEMENT WINDOW, IMPA 11<• • Sc. — Stoat Osfrata x� NTS 4 m 13 70'45-;4••• 1} •• i • 69" MAX. DAYLIGHT - i & OPENING A 76" MAX. HEIGHT PROIIU T MIMED ctogicasytit, Mold; Aartidmig=110 Emplitighe B5 id; • ••• • • ••• ;. a T (1 .!F7{ • • •••.• • • •••• t• •• • • • • • • • Lucat Tumer, • • 88 1 � •••• 1 •• • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 °A,.090,118 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH, HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS, NEG POS, NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEC POS NEC POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -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 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0r -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70,0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70,0 281/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 - 79.9 70.0 -75,4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66,2 66.2 -65.0 65,0 -83.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 68.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3'49,8 49.8 -48.3 48.3 B,E -90.0 70.01 -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 - 90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 -53.8 53,8 - 50.4 50.4 -47.7 47.7_ -45.6 45.6 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 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 9,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 pp . °' 1° ` - �wkar.; 36 A -75.0 70.0 76.0 70.0 -75.0 70.0 70.4_ 70.0 -60.4 60.4 - 54.3 54.3 -61.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 - 73.7 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46 48 - 43.5 43.5 -41.1 41.1 -38.8 38.6 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 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 (3116 °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 PRODUCT mime is emoting vile 'he ` BuWing Csd Ac•ptamss N" •1; • . , spat !!Ni/4 ., • ,41 B8 1// 1 PL TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16° LAMI (3/16 "A,A90,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE ,7/16" LAMI -W/ 3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76° HIGH -55.0 55.0 NOTES: Qp X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4 SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • •• • •••• ' 1 ... . r ' • • • p �- ••• f�� ••• Aastl ey FK pm 3725103 ADD GLISSTYPEE TO TABLESI &4 t o70 T60YNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 •- o • • PRESSURES- X GONFIG WINDOWS • A�45y FX. par 7110/03 NO CHANGE THIS SHEET • • • r •••• • • • • ALUMINUM CASEMENT WINDOW, IMPAc • ," 4,ij��m P Q F JC 3/05 REVISE rnran By F.K. pato. 12/17/02 ANCHORS & ADD 70'HE70HT OPTION nrm: Visi Bettor CA -740 ' NTS 5 m 13 °m"'° "' PE 458201 • • • 7045 -8 • • • IL* • �nec -, • • • 4 •• •• • • • • • • • • • • • • • •• • • • • •• • •• • • •• • • • • • • • • •• • •• • • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8"HS) 37 43 48 53 1/8 57 80 84 88 72 74 amour ems gym,. ," WIDTH A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75,0 -76.0 -75.0 -75,0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 87.9 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: E, 5/18" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "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 1-75.01 70.0 TABLE 5. "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3!16 "A,.090,3 /16"HS) TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A „090,3/16 °HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI- W/3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSU 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 1S LIMITED TO 69.6 P.S. asoex 1'40'. """"07. FA 8/23105 D REV /SE ANCHORS 8 ADD TABLES 78°HEIOHTOP770N ba,m0y 007 GauM0r Oem: F.K 17/17/02 43 48 50 5/8 54 57 60 63 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 - 65.5 -60.4 -69.0 -75.0 -74.4 -68.4 -61.8 -57,5 70.0 70.0 68.4 81.8 57.5 -75.0 -69.6 -83.9 -58.9 -54.9 70,0 69.6 63.9 58.9 54.9 -75.0 -85.2 -60.0 -58.1 -51.8 70.0 65.2 60.0 58.1 51.8 -72.1 -63.0 -58.5 -53.8 -48.6 70.0 83.0 58.6 63.8 48.6 -69.5 -80.8 -58.2 -50.4 -45.2 69.5 60.8 66.2 50.4 45.2 -87.5 -58.0 -53.4 -47,7 -42.4 i 67.5 58.0 63.4 47.7 42.4 • POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 1070 7ECHN01oo NOKOMOS, FL 3 P.O. BOX1 NOKOMIS, FL 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 85.5 60.4 59.0 TEST REPORT: FTL -3580 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 X X a IA seviedes rs -Ilyr /A .: / •••• •. • ••• ni••• • • I (, ,?„; /1 S •••• • • • • • • • • • • •• •••• Licnr A. 7.1171. P.E. � F� 88820 ' • • • - i .♦Re"icel ---- • -•�-�• • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • • 38 37 30 172 42 46 48 501/2 COMPARATIVE ANALYSIS TABLE 6. GLAZING OPTIONS: °0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4805 A. 5/18° LAMI (1/8"A,.090,18°HS) B. 5/18" LAMI (1/811S,.090,1/8"HS) C. 7/16° LAMI (3/18°A,.090,3/16°HS) E. 13/18" LAMI (1/8"HS,3/8° SPACE0/16° LAMI -W/ l/8 HS,.090,1/8°HS) F.13/18" LAMI (1/8"A,AIR SPACE .7 /18" LAMI -W/ 3116°A,.0902/161HS) HEIGHT 28 3 36 383/8 43 48 60 6/8 54 67 NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEC POS NEG POS NEG POS NEC POS A -75.0 70.0 - 75.0 70.0 -76.0 70.0 - 70.4 70.0 - 60.4 60.4 - 54.3 64.3 -51.1 61.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 B,E -76.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 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 A -75.0 70.0 - 75.0 70,0 -73.7 70.0 -67.9 87.9 - 59.0 59.0 - 52.8 52.8 -49.9 49.9 - 48.4 48.4 - 43.5 43.5 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 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 - 80.0 70.0 A -75.0 70.0 -75.0 70.0 -87.8 87.8 -62.1 82.1 -55.7 55.7 -49.8 49.8 - 46.9 48.9 - 43.8 43.6 -41.1 41.1 - 38.8 38.8 B,E - 75.0 700 -75.0 70.0 •75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90,0 70.0 40.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -87.4 70.0 A -75.0 70.0 - 75.0 70.0 - 92.4 82.4 -58.4 58.4 83.3 83.3 -58.4 58.4 - 53.4 83.4 -600 500 469 46.9 - 44.3 44.3 B,E -75.0 70.0 -75.0 70.0 -750 70.0 - 76.0 70.0 - 75.0 70,0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 76.0 70.0 - 75.0 70.0 C,F -90.0 70.0 -800 70.0 -90.0 70,0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -84.5 70.0 -79.7 70.0 60 63 67 72 76 NEG POS NEGIPOS NEGIPOS NEC IPOS - 39.7 38.7 -76.0 70.0 -90.0 70.0 - 55.0[55.0 - 65.0155.0 - 55.01 65.0 - 38.8 38.6 -75.0 70.0 -90.0 70.0 - 55.155.0 - 55.0[55.0 - 55.0155.0 -36.5 38.6 -75.0 70.0 -83.2 70.0 45.0155.0 - 55.0155.0 - 55.0155.0 -41.9 41.9 -76.0 70.0 -76.8 70.0 -55.0 55.0 - 55.0 55.0 - 55.0 55.0 - 55.0(55.0 - 55.0155.0 - 56.0 56.0 - 55.0155.0 55.0155.0 -52.6 52.8 -55.01 55.0 5321 632 49.8 49.6 °X0X" 72 74 79 84 90 96 101 Data 12/17/02 -75.0 -78.0 -00.0 -76.0 -75.0 -90.0 -75.0 -78.0 -90.0 -75.0 -75.0 90.0 75.0 -76.0 90.0 76.0 -75.0 -90.0 -76.0 -75.0 -90.0 -74.2 -76.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Dee -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60 .8 -76.0 -90.0 -58.7 -75.0 -90.0 58.2 -75.0 -90.0 -61.1 -75.0 -90.0 -65.2 -75.0 -90.0 -56.0 -75.0 -90.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 68.7 70.0 70.0 58.2 70.0 70.0 67.1 70.0 70.0 58.2 70.0 70.0 56.0 70.0 70.0 -68.0 -76.0 -90.0 -54.3 -75.0 -90.0 -51.3 -78.0 -90 .0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -48.4 -76.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 68.0 70.0 70. 54.3 70.0 70.0 51. 70.0 70.0 48.7 70.0 70.0 47.9 70.0 700 48.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 -54.6 -75.0 -90.0 -51.1 -76.0 -90.0 -48.3 -76.0 -90.0 -46.4 -75,0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 75. -90.0 64.8 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.6 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 700 -59.3 -75.0 -90.0 -65.1 -75.0 -90.0 -52.7 75.0 -W.0 50.0 76.0 -88.6 -40.1 -75.0 -88.9 -47.5 -75.0 -84.3 -482 -75.0 -81.8 -44.8 -75.0 -79.4 69.3 70.0 70.0 55.1 70.0 70.0 62.7 70.0 70.0 50.0 70.0 70.0 49. 70.0 70.0 47.5 70.0 70.0 462 70.0 70.0 44.8 70.0 70.0 -63.6 -75.0 -90.0 -51.4 -75.0 -88.0 -48.7 -75.0 -812 46.1 -75.0 76.4 .45.3 -75.0 -75.0 -43.9 -75.0 -72.8 -42.5 -75.0 -70.7 41.3 -76.0 -89.0 53.8 70 70.0 81.4 70.0 70.0 48.7 70.0 70.0 48.1 70.0 7 0.0 45.3 70.0 70.0 43.9 70 70.0 42.5 70.0 70.0 41,3 70,1 89.0 -50.9 -76.0 -882 48.8 -75.0 -80,9 -48.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -76.0 -70.1 -42.2 -76.0 -58.4 -412 -76.0 -88.7 -402 -75.0 -84.9 50.9 70.0 70.0 48.8 700 70.0 46,9 70.0 70.0 442 70.0 70.0 43.4 70.0 70.0 422 70.0 88.4 41.2 70.0 86.7 402 70.0 84.9 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -68.6 -41.9 76.0 -66,4 -40.6 -76.0 -83.6 -39.8 76.0 -81.8 -38.7 -75.0 -60.4 47.5 70.0 70.0 45.3 70.0 70.0 43.8 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.8 39.8 70.0 61.8 38.7 70.0 80.4 -44.7 -75.0 -78.9 -42.6 -75. -70.7 -41.3 -75.0 -88.8 -40.1 -75:0 -830 -39.8 -75.0 -61.8 -38.1 -75.0 -60.1 38.5 -75,0 -58.7 -37.6 -75.0 -57.3 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 68.8 40.1 70.0 63.0 39.8 70.0 81.8 39.1 70.0 60.1 38.5 70.0 68.7 37.6 70.0 57.3 -42.1 -75.0 -72.4 -40.4 75.0 -67.3 -392 -75.0 -63.5 38.0 750 -60.0 -37.8 -75.0 -59.1 472 -74.3 -57.8 -38.7 -73.3 -55.9 42.1 70.0 70.0 40.4 70.0 872 392 70.0 83,5 38.0 70.0 80/3 37.8 70.0 69.1 37.2 70.0 57.8 38.7 70.0 55.9 38.1 70.0 54.5 -30.7 -76.0 -802 -38.4 -76.0 -84.1 -37.1 74,3 -60.8 -38.2 72.4 -67.3 -359 -71.8 -58.4 -35.4 -70.8 -54.8 -34.8 -89.8 -632 -342 -88.4 -51.6 39.7 70.0 692 38.4 70.0 64.1 37.1 70.0 60.5 38.2 70.0 57.3 35.9 70.0 56 35.4 70.0 84.8 34.8 68.6 632 34.2 68.4 51.6 ININPFIN TABLE 7. "b" & "1/4-1/2.1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3118"HS) ALL "0" SIZES UP TO 60" WIDE x 63° HIGH AND ALL "1/4. 1/2.1/4 XOX" SIZES UP TO 120" WIDE,x 63" HIGH 1- 90.0170.0 TABLE 7A. '0" & "1141/2.1/4 XOX" WINDOWS TEST REPORTS: FfL4807, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/18"HS,.090,3/16"HS) G. 13/18" LAMI (118 "A,AIR SPACE, 7 /18" LAMI-W/ 3/16"HS,.090,3/16"HS) ALL "0" SIZES UP TO 60" WIDE x 78" HIGH AND ALL "1 /4-1/2-1/4 XOX° SIZES UP T0120" WIDE x 76" HIGH 1 -65.0 1 55.0 PRESSURES- 0 & 1/4- 1/2 - -1/4 XOX CONFIG. MOMS OMS ALUMINUM CASEMENT WINDOW, IMP ,-"-' sma• �a Gsmo� • • • • w CA-740 7 m 13 7045 -8 • D 1 4 x 1 2 0 4 X 0 I ,,. r, I7 rr1rL1.4fr!r • • • • • • • • • • •• • • • • • •• • • •• • • • • • • • • • • •• • • • • •0 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 38 38 318 43 48 50 5/8 64 57 60 83 NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 531/8 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 89.5 89.5 -67.5 67.5 58 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 - 87.7 67.7 - 64.9 84.9 - 82.7 82.7 - 60.4 60.4 80 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 68.4 -53.9 63.9 - 60.0 60.0 458.5 58.5 - 55.2 582 -53.4 53.4 64 96 A -75.0 70.0 -75.0 7a0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 81.8 - 58.9 58.9 - 56.1 58.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 87.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 •58.2 58.2 - 55.6 55.6 - 52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 - 75.0 ' 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51,1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 - 39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. °XO" or "OX" & "1/3- 113 -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,.090,18 "HS) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. °XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/18 "HS) ALL °XO" OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63° HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3.1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1 /8°A,AIR SPACE,7/16" LAMI -W/ 3/18 "A,.090,3 /16°HS) ALL "XO" OR "OX" SIZES UP TO 74 WIDE x 76" HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 56.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rera:e) F,K Data 3422703 Dare: )/10103 N4' 523/D8 12117102 ADD GLASS TYPE 9 TO TABLE 9 Ammons. C NO CHANGE 7711S SHEE7 124 me 0 CHANGE ANCHORS AND ADO Tir HEIGHT OPTION Cmarerey. 1070 TECHNOLOGY DRIVE FIGT NOKONIE. FL L 34275 39275 P.O. 80X 1028 NOKONIS, FL 34274 Visibly Bever PRESSURES - XO, OX, & 1/3- 1/3 -1/3 XOX VYINBOWg ALUMINUM CASEMENT WINDOW, IMPAtr• • CA-740 � I NTS 8 m 13 ' 59 •••4a•• 7045 -8 • • 1 F 1 3 X 1 3 0 1 3 X X O O X • • • • • •• • • • • • • • • • • • • •• • Pao 1118vIsso as • • • • as gases PRODUCT DENEWEP aaaasap!Rwith the Retitle Marra Cues Aasa •••• • • •••• . ^7 ��i• Q a • •• • • • • • •• 1105. Turner, P.E. • • • • • • • • • • • • • • •••• • • • • TABLE 12. 'XO" or "OX" & "XO1(" UNEQUAL LITE WINDOWS TEST REPORT: FTL3580 GLAZING OPTION: 0. 7/18• LAMI (3f18"HS,.090,3/76"HS) ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL' (O° or "OX° SIZES UP TO 97" WIDE x 63° HIGH WITH 37" MAX VENT WIDTH AND 60" MAX. FIXED WIDTH 1.90.0 70.0 COMPARATIVE ANALYSIS TABLE 11, °XO` or °OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729 FTL -4807. FTL4508 GLAZING OPTIONS: A 5/18" LAMI (1/8"A,.090,1/8"HS) B. 5/18" LAMI (1/8"HS,.090,1/8"HS) C. 7/18° LAMI (3/16"A,.090,3/16 °HS) E. 13118° LAM! (1/6"HS,3/6" SPACE,5/16" LAMI -W 1/8"HS,.090,18"FIS) F. 13(16" LAMI (1/8 "A, AIR SPACE,7/16" LAMI -W/ 3/18°A,.090,3/18 ° HS) HEIGHT WIDTHS 26 38 35 ' 43 48 60 5/5 54 67 80 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG PO6 NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NE1POS NEO[POS X 0 X UNEQUAL LITES 115.892 32 51.892 122 33.887 54.827 69.284 19,125 31.014 88.919 24 38.819 95.973 27 42.973 108.849 30 48.849 123.135 34 55.135 128.000 34.791 56.418 130 35.896 68209 130.378 35 58.378 134 37 60 A B,E C,F A B,E C,F A 81,6 C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A 8,E C,F A BE C,F A B,E C,F 8,6 C,F -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 - 90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - 76.0 70.0 -78.0 -75.0 70.0 -75,0 - 90.0 70.0 -90.0 89.1 89.1 -83.4 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 - 80.5 60.5 -57.2 -75.0 70.0 -78.0 -90.0 70.0 -90.0 43,5 53.5 -80.4 -75,0 7 -78.0 -90.0 70.0 -90.0 -49.9 49.9 -45.8 - 75.0 70.0 -75.0 - 90.0 70.0 -00.0 - 47.3 47.3 -44.0 -75.0 70.0 -75.0 -90.0 70.0 -90,0 -46.8 48.8 -43.6 -75.0 70.0 -75,0 -90.0 70.0 -90,0 -45.5 46.6 -42.6 -76.0 70.0 -75.0 -90.0 70.0 -90.0 - 43.6 43.5 -41.2 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 435 43.6 -41.0 -78.0 70.0 -75.0 -90.0 70.0 -80.0 -422 42.2 -39.7 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -74.1 70.0 -75.0 70.0 -90.0 63.4 -58.5 70.0 -75.0 70.0 -90.0 57.2 -62.1 70.0 -75.0 70.0 -90.0 80.4 84.5 70.0 -75.0 70.0 -90.0 48.8 -81.3 70,0 -75.0 70.0 -90,0 44,0 -48.4 70.0 -75.0 70.0 -85.8 43.6 -47.9 70.0 -75.0 70.0 -85.0 42.0 70.0 -78.0 70.0 -82.8 41.2, 45.1 70.0 -75.0 70.0 -79.9 41.0 -46.0 70.0 -75.0 70.0 -79.8 39,7 -43.8 70.0 -75.0 70.0 -77.1 70.0 -64.9 70.0 -75.0 70.0 -90.0 585 -50.4 70.0 -75.0 70.0 -90.0 62.1 -55.2 70.0 -75.0 70.0 -90.0 54.5 -50.7 70.0 -75.0 70,0 -84.7 61.3 -47.4 70.0 -75.0 70.0 -78.8 48.4 -44.7 70.0 -75.0 ' 70.0 -740 47.9 -44.3 70.0 -75.0 70.0 -73.1 48.7 -43.1 70.0 -75.0 70.0 -71.3 46.1 -41.5 70.0 -75.0 70.0 -69.3 450 41.4 70.0 -75.0 70.0 -69.1 43.8 40.4 70,0 -75.0 70.0 -97.3 84.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41,6 70.0 69.3 41.4 70.0 68.1 40.4 70,0 87.3 -42,8 42.8 -83.8 80.6 -75.0 70.0 -90,0 70.0 -47.5 47.5 -75.0 70.0 -90.0 70.0 -52.6 52.6 -75,0 70.0 •90,0 70.0 48,2 48.2 -75.0 70.0 -79.6 70.0 - 45.5 48.5 -75.0 70.0 -73.2 70.0 -75.0 70.0 -69.4 89.4 -42.4 42.4 -75.0 70.0 45.8 88.8 -41.8 41.8 -75.0 70,0 -75.0 70.0 85.3 85.3 - 40.3 40.3 -75.0 70.0 45.1 85.1 -39.2 39.2 -75.0 70.0 -83.3 83.3 1070 TECHNOLOGY 01211 NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 -75.0 -58.1 -90.0 .44.1 -75.0 -90.0 49.1 -75.0 -87.0 -44.9 -75.0 -73.8 -42.7 -75.0 48.3 -41.4 -76.0 44.7 -41.1 78,0 44.1 -40.2 -75.0 -62.5 -67.3 67.3 -40.4 40.4; -38.9 76.0 -60.8 -38.8 -75.0 40.5 -37.7 -75.0 -59.1 58.1 -58.1 70.0 -75.0 70.0 -90.0 44.1 -41.6 70.0 -75.0 70.0 ,-90.0 49.1 -48.2 70.0 -75.0 70.0 41.9 44.9 -42.0 70.0 -75.0 70.0 -89.7 42,7 -40.7 70.0 -75.0 68.3 -64.8 41.4 -39.5 70.0 -75.0 64.7 -61.0 41.1 -39.3 70.0 -75.0 84.1 40.5 402 -38.7 70.0 -75.0 62.5 -592 38.9' -37.7 70.0 -75.0 80.6 -57.6 38.8 -37.8 70.0 -78.0 60.5 -57.4 37.7 -36.7 70.0 -73.3 69,1 -55.9 Visibly better 58.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 60.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59,2 37,7 70.0 67.8 37.6 70.0 57.4 38.7 70.0 55.9 -53.3 53.3 -50.5 -76.0 70.0 -78.0 -90.0 70.0 -90.0 -39.2 302 -36.9 -75.0 70.0 -73.8 -69.4 70.0, -852 - 43.6 43.8 -41.1 -75.0 70.0 -75.0 -77.2 70.0 -73.1 -40.1 40.1 -38.0 -75.0 70.0 -75.0 -68.3 86.3 -63.1 -38.6 38.6 38.8 -75.0 70.0 -73.2 41.4 61.4 -58.8 -37.5 37.5 -35.7 -74.8 70,0 -71.4 - 58.4 68,4 -55.7 -37.3 37.3 -38.5 -74.8 70.0 -71.0 -57.9 57.9 -552 -36.0 36.0 -35.0 -73.7 70.0 -70.1 - 58.6 58.5 -53.8 -362 382 -34.3 -72.4 70.0 -88.6 - 54.7 54.7. -51.9 -38.1 38.1 -34.3 -72.3 70.0 88.5 - 54.8 54.6 -51.7 - 35.5 35.6 -33.7 -71.0 70.0 -67.4 -53.0 53.0 -50.0 50.5 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70,0 38.0 70.0 83.1 38,8 70.0 58.8 35.7 70.0 55.7 355 70.0 552 35.0 70.0 53.8 34.3 88.8 51.9 34.3 88.5 51,7 33.7 87.4 50.0 - 55.01 41 55.01550 -65.0 [ 55.0 -5E0165.0 - 55.0155.0 -55.0155.0 - 55.0155.0 - 55.01 - 55.0 [55.0 - 55.0156.0 - 55.0155.0 -52.21 52.2 - 55.0155.0 - 50.9150.9 47.7147.7 - 52.1152.1 _ -47.7] 47.7 - 44.81_44.6 -51.51 51.5 47.2147.2 - 44.0144.0 - 50.1150.1 45.8145.8 43.0143.0 48.1) 48.1 - 43.9143.9 41.9141.9 -48.01 48.0 -43.81 43.8 41.81 41.8 - 48.3148.3 42.8142.8 40.8140.8 "XO" 8 "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12A. 70" or "OX" & '%OX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3/18"HS,.090,3/16"HS) G. 13/16° LAMI (1/8 "A, AIR SPACE,7 /16" LAMI -W/ 3/16"HS,.090,3/18"HS) ALL "(DX" SIZES UP TO 134° WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX, FIXED WIDTH AND ALL '30" or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX VENT WIDTH AND 60" MAX. FOXED WIDTH 1 -85.0 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 1NSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.E. • • • • Ii T PRESSURES- UNEQUAL CONFIG. XO, Off( &,X ALUMINUM CASEMENT WINDOW, IMPA(iT. • • 3cS mesa c--."y Y • CA-740 NTSJ 9 a 13 7045 -8 • • D X 0 UNEQUAL LITES O x UNEQUAL UTES 52oo 0I.'�'144 Ora WA. emtu A52eau-tixt1 ): - I BY ••• • • ••4 ••• • • CO •• • • • • • • • • •••••• r at, 0.1 10 . P.E. • • •5 958 • •• • - _i • • • • •• • • • • • • • • • ••• •• • REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. HEIGHT (SEE SHTS. 3 & 4) sex FIG Nom F.K. Raver er F.K F.K VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX Ldr VIW MAX. VENT O DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE "XO° & °XOX" FRAME ASSEMBLY DETAIL, SHEET 11 /, � REFERENCE'XV FRAME ASSEMBLYDETAIL, SHEET 11 Q _ Ail% M MAX VENT % O mm DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SE HT. 3) • • • • • •• • • • • • • • • • • • • •• • L Omer RESsBA c z PRODUCT RENEWED es eomplylege•b em Florida m Cade • II • r_sn . 2o15 � 5153 B ADD 13nt'to. GLAZING BEAD 1TCnr R SECTIONS • • • 7/1 ped°ons 1070 TECHNOLOGY DRIVE • • • • 7/10!03 C SHOW TOP HINGE 0 T E S, O YD T m'' • ram • ALUMINUM CASEMENT WINDOW, IMF • • • • • 811305 D CHG SHT. NO. REF. AND ADD ITEM 89 P.O. BOX 1529 Ldeas Ali umer, P.E. Orle. NDKDMI FG 3 da74 Visibly 8etser 9a ° .& $0'"' sea Mo.', • • • No. • •It 01 12/17/02 'Aare: CA -740 NTS 10 a 13 70451 • • P Mechanical • • • • • • • •• •• •• • • .4442.4/or • • ▪ • •• • • • • •• • • •••• • •• • • • • FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X° FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 Re,mfar: DR* F.K. 325413 Ana4ar Datee . F.K. 7110/03 F.K. 0444 ES 2 IN 6/23105 Orem, er Raba F.K. 12/17102 "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX° FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL 8 Korman C Rwm",u Cheated 13 #8x1 QUAD PH SMS (2) PER CORNER NO CHANGE THIS SHEET NO CHANGE MIS SHEET ADD ITEM 88 #12x1 PH TEK SMS 13" MAX. O.C. Wl (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. Q.C. WI (2) SCREWS 3" APART AT MID-SPAN MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1070 KOHN N. 7 Ti NOE TECHNOLOGY 0 DRIVE 3496 AO, BOX 1529 NOKOMIS, 61.84274 V,stbly Better A L' w� .095°i .440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1 .434" 2.854" .062" NOM. 1.159" 2.139° O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T8 DWG# 7003A 3.544" ,062" NOM. 1 - 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A • • • • • •• • • EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPAt • !amrwaa� seotc r a r 7 • • • Mr CA I NTS 11 0 13 7 O 58 . : . • [l • • •• •• • • • • • • • • • • •• • .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A PRODUCT R ENRWM Ea �mxymg•lthnt" o s4Cwm6 • ceReyvas ••• • • •• • • • Lass •*# 0 P.E. Mechanical • • • • • • •• • • • • •• • • 2.919" • • • • • • • • • • • • • • ITEM 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 DWG 7002A 1155 7008 7003A 1155 7017 '7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 POT. # 7SIPQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 6TP247 6163K 61635K 60976 78x12PSTW/B 67004 712X1PPT 711573 7PLDBD PARTS LIST DESCRIPTION MAIN FRAME - HEAD, SR L & JAMBS *8 X 1 QUAD PH SMS FRAME CORNER KEY 12 "X12"XI/8" CLOSED -CELL FOAM TAPE SASH • TOP, BOTTOM & SLUE RATS *8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK , LOCK SUPPORT PLATE #10.24 X .562 P1L PN. TYPE F MULTI -LOCK KEEPER (RA & LPL) 418 X .875 PB PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 68.32 X .375 PH. PN. TYPE B STOD BRACKET (LIL & R.H.) 88 X 5/8" FLT. PIIL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12 " HINGE (HEAVY DUTY) &10 X.500 PH. PIE. 5/16' LAMINATED (1/8A & I/811S GLASS) .090INTERLAYRR SOLUITA OR DUPONT PVB 5/16" LAMINATED (1/8HS & MILS GLASS) .090 INTERLAYER • SOLUTIA OR DUPONT PVB 7/16° LAMINATED (3116A & 3/16118 GLASS) .090 INTIMATER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16115 & 3 /16HS GLASS) .090INTERIAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5116") GRAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAM ASS'Y. TUBE #12X 1" PH. PEI.. TEN. .LOCK SUPPORT P1ATE LOCK SPACER SNAP-ON T- 1ANDLE KNOB FOLDING HANDLE PARTS LIST CONT. ITEM 73 74 75 80 81 82 83 85 86 87 88 89 DWG 7025 7016 7005A 1155 7010 7007 7047 7071 POT. 4 70834A 781PQA 67407 13/16 13/16' 13/16' 67071 DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD 914 SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS *8 X 1 Q1JAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" LG.) LG. GLASS (1/8"114, AIR SPACE, 5 /16 ° LAMI) 5/16° LAMII= (2) I.TTES OF I/8 "IES GLASS WIfli AN.090INTERIAYER - SOLUTIA OR DUPONT PVB LG. GLASS (1/8'1/3, AIR SPACE, 7 /16'LAM[) 7/16' LAMI 3/16A & 3/16114 GLASS WLTHAN.090 IITBRIAYER • SOLUTIA OR DUPONT PVB LG. GLASS (1/8'1S, AIR SPACE, 7/16"1AMT) 7116 LAIC .° 3/16105 & 3/16115 GLASS WITH AT.090INTERLAYER - SOLUTIA OR DUPONT PVB CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" O 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" - I_ .050" 0 7/16 - GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" O CASEMENTSCREEN FRAME MATL: 6063 -T6 DWG# 7006 7 993" 289" .040" .172" .050" T7-1 I' - .569' 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .870" .125" .062" 1.124 "r - INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 2.701' .093' 67 CASEMENT FRAME ASSEMBLY TUSIE • - MATL: 6063 -TT • , • DWG# 7004A A •••• - • • 'tersely. F.K Mand F.K. , F.K 3/2903 r» 7/1003 8 O a 2 1 , OA: 0 ' ' 9 r 014P1 F.K 12/17/02 ADD 13/16'1 G. GLASS S GLAZING BEAD NO CHANGE MIS SHEET ADD MM. TO ITEM44, SIUCONEAND ADD ITEMS 87, 88 ANON Visibly Better Dwavear PARTS LIST & EXTRUSIONS • ALUMINUM CASEMENT WINDOW, 1MRA S our ma& NTS 12 " 13 &min¢"" ••••r. 7045 -8 D •••• • • •• • •••• • • Line A.l•mer, P.E. • 091668201 • • • • 1070 rECHNOLOOV DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 CA -740 • • •• •• • • • • • • • • • • •• • • RAethanical • • •• • • • • ••s• •• • • • • • • • • • • • • •• • • • • •••• • • • • •••• • • • • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —I - A SEE N('T.:_ 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. F.K. 3/25/03 13 1 112° L. MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK &SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM &SEE NOTE 1 ,611x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM Tr - I1 '. L' IIII IRInIIAfiINi.- ii.J1 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE NO CHANCE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3115° TAPCONS 8 #10 SCREWS 1070 TECHNOLOGY DRIVE NOKOM IS, A 34275 P.0 BQX 1929 NOKOMIS, FL 34270 , SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD 13UCK LESS THAN 1 112° THICK 1/4" MAX. SHIM 1-- A SEE NOTE 2 ,,,��, ■■ 1/4" MAX. SHIM ®SEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) !MM. f lhIIIIiuuIII'. 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK L1 SEE NOTE 4 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ®SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK • Oslo- 7713733 O°m 6123105 x17/02 C Rmdsi".c 0 Med., By De. —� ANCHORAGE DETAILS 1� ALUMINUM CASEMENT WINDOW, IMPAef • • • Visi6$ Better ° vRe • • IMO CA-740 I NTS 1 13 a 13 70458 • • j p • • •• •• • • • • • • • • • • •• • • • . • • • • •• • • • *MIAs A Teem P.E. • 8E 035201 •••. • Mechanical • • • • • • •• • • • • • • S EE NOTE 4 • • • • • • • • • • MIAMI•DADE C OUN T Y BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinecode 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 "IIR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "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. • • .k SliF TION. A copy of this entire NOA shall be provided to the user by the manufacturer or its • • cl}prjbuuois a cl li1 be available for inspection at the job site at the request of the Building Official. .. • allisnOkgeviiegN 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. • • • •• • • • • • • • • • • • • • • • �' • • • • • • • � Q v n • - • • • • r •• I. • • • • • • • • • • • • • • • • • • • • •• • • • • NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 • • • • • • • • • • • • PGT Industries, Inc. 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 PBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) •• ••• • • • • • • • • • • • • • • •• • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel Per Aug 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. .. ... • • • • • • • • • • • • • • • • •• ••• •• • • • •. • ... • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •.• • ... • • • • ... • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •. • • • •. •• 000 • • • 000 • • E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • • • • • • • • • • • • • • • •• • •0E'NERAL NOT'E6: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW • • j.ING OPTIGNS: (SLtE DETAILS ON SHEET 2) • • • • • A. 5/16° LAMP CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • 0.516° LAMI QANSICIING 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 • • • • • 1AAXIMUI4sPVBSNTERLAYER. • • C.016" LAMI elitti YSTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • & /18" LAMI L'8ISS1STING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • E. 70" LANILOWING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • MAXIMUM PV B1NTER A YER. • ••• • •• • • • j• 7/16° LAS)) CANSIlliNG OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS L ^ ^: RH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • •°. 13/16° LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/18° 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 10: (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) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI 10: (1) LITE OF 1B° 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 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3)16' OR 114° 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. 13/18° LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 174" AIR SPACE AND 718" 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 3116° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA 04-0721.01, 03- 0225.05 ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Cl j (�ENTj' "0,8. HURRICANE ZONE (HVHZ). Rm. HT D¢Ic F K. 4115/07 Rend 51( 10/17/00 Revel By Dar Fl( 5/13/08 Drawn By D°Ie F.K. 228/06 Re Revisions: 8 ADO F7L -5330 TO NOTES 74 CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE 8. Checked ay omx J.J. 323106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. 30X 1529 NOKOMI8, FL 34274 13 GT Visibly Better GENERAL TE ' NbS " n°c 0 NTS IN4l 4D(NG THE HIGH VELOCITY ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1 a 11 bogs Rn 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 ' o: es.17 PRODUCT REVISED zs ccsnp:yia3 with the Florida r+7Gcakr, Code Acr,.:r+tcacs No 0 E a:ram Date Ro8ett L Clark, F.E. PE 539712 Structural • • • • • • • • • • • • •. • • • • •••• • • • Re as er F.K N ad ey: F.K. Dramas F.K • • •• • • • • • • • • • 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 R°we6y: Oda Revffimc F.K. 4/15107 C Dar 10/17/06 5113106 Osier 2/28/08 RweMtr Revl91"" A comer J.J. 13116" LAMI IG GLASS W/ 5/16" LAMI 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/18° OR 3/8° AIR SPACE 1/8° OR 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 10 DETAILS 9123106 63,64,65 t1h 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/16° LAMINATED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 3OX 1529 NOKOMnS, FL 34274 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. 13/18" LAMI IG GLASS W/ 7/16" LAMI Pr Vslbly Better 1/2° NOM. GLASS BITE 1/2" NOM. GLASS BITE GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sefinhve°et HR710 FUJI Sftat 2 m 11 4127 -10 <=I EXTERIOR INTERIOR (ALL SECTIONS) ORODUCTREVISED re: oompi jing with the Florida Et:itdinK Code Acc_p er o iIo 0 Expiration Data By i /i. O TABLE 1. x6r(i14,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) •••. WINDOW • :410 41 GL•AS6 TYPE • WINDOW HEIGHT ' 26" 36" 38 3/8" 48" 50 518" 54" 60" 83" •84" A,i 460.0 -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 .' a ii A,Ba,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 •106918'" AEG . +60. -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 • • j0C A +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 ' 1 P'P' A, B, , • +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 70 111" • •t:•• +60.0 -60.0 0114C1 111" UQ!P,• +75.0 -75.0 •••• _ •••• ' XOX (1/3,113,1/3) FLANGE • TABLE 2. OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W /SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" ' G,H,I +60.0 80.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wl SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 5/8" 54" 60" 83" 60" 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 -75.0 1' =^ ': -s•4JSED e_ ,',: ■ ,. with the Florida TSL[.4,:1, :.4. N o e l - a s 0 0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 7 4 " C,D,E,F, I,J,K, L +75.0 -75.0 . ,.,, on Beto EA-GM: i/ ` 11! JO ,,,,,.. • , . ..(,,,- .eta GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3116" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16 OR 3/8 AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8' 1 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 - (3116 "A, .090, 3/16"A) K. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, ,,, ,6"HS) L 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) � p/� Robert L. (:lark P.E. PE 439712 Structural Raved By Etatec 4445107 Bm�MS ADD INTEGRAL FIN OPT10Nti UPDATE A3TME 1300-02 DPs tmorecwNOLOOVnwvE NOKOM IS. FL 34275 P.O. 9901520 NOKOMIS. FL 34274 Pc Ti Osarnornrc T' SIGN PRESSURES ' ALUM HORIZONTAL ROLLER WINDOW, IMPACT By FF.K. oem: 10/17/06 ate: B REVISE DP TABLES TO ASTM 5 1300.02 rsaaear. F.K. ore", F.17. o»: 5113448 2428406 ae A '504*4 : J.J. ADO AIR SPACE DIMENSION GLASS TYPES G THRU L. tram: 1 3/23/06 Visibly Better 4 " ` HR710 NTS N "" 3 m 11 � 1"QO 4127 -10 �U • • ••.1.. • • •••••. • • • • ••.•.• ••••• • 1 ••••• • • •••••• • • 0 00000 • • •••••• • • ••S••• • • ••ISIS • • • •••••• ISIS• • S OOOOO • • •••••S • • •S•••• • • • •ISIS• 27 3/8" •••r- MAX DLO • • VENT ••• • 6•• • •B • • • • • •• • • • • • • • • • • ••• • •• 57 3/8' MAX DLO ALL FIXED LITES rmweBT ow F.K. 10/17/06 Rom8 twee F.K. 5/13106 per. csfix F.K. 2./28106 111" MAX WIDTH FLANGE FRAME Rerrsbnw: emotes: A awok et7 J.J. 54 5/16" MAX. DLO FIXED 110° MAX WIDTH I.F. FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 DLO 96' MAX. DLO O FIXED 74" MAX. WIDTH FLANGE FRAME DLO VENT DETAIL A - OX OR XO 33 9/16° MAX. C 73 MAX. WIDTH I.F. FRAME wed er t» tbvl *. ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER F.K 4/15/07 C CONSTRUCTION DETAIL FROMSHT. 6. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Otda 3/23/06 56" MAX DLO ALL VENTS 62" MAX I.F. FRAME ALL CONFIG. 1070 TECHNOLOGY DRIVE NOKOMI8. FL 34275 P.O. BOX 1529 0040718, FL 34274 63° MAX FLANGE FRAME ALL CONFIG. 6 Visibly Better 27 3/8" MAX. DLO VENT 27318" MAX. DLO —.— FIXED 85 7/16° MAX. WIDTH I.F. FRAME ---- - A X86 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. Sadosabac HR7I0 SEALANT OR GASKET AT HEAD AND SILL Smar NTS Stag 4 a<11 I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) T ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT te a° 4127 -10 Rev C 0 D D .. ? :.EYISED the Florida • • •••••• • • 000 o • • •••••• ••••• • • ••••• • • •••••• • • 0 00000 • • • •••••. • • • ••• • • • •• • • • • •• ••• • .. MAX. HEIGHT FLANGE FRAME A • ••• •••• • •• • • • • • • • • • ••• •• SECTION C-C 6 (VERTICAL SECTION, FLANGE FRAME) EXTERIOR INTERIOR EXTERIOR INTERIOR 1+- MAX. FIXED OW —� �-t— MAX FIXED DLO —+ 1 MAX. WIDTH (FLANGE FRAME) SECTION B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) SILL INTERIOR (VERTICAL SECTION, I.F. FRAME)Q MAX. VENT DLO —� HEAD (VERTICAL SECTION, I.F. FRAME)L, PRODUCT RE.V[SED as o: x ; with the Florida cobs one No c iratitm Mac Rene ax F.K 4/18/07 R.• dams 10117/06 oma 6/79/6 Daft 7128108 ksvisdaur 6 A aieduld Elf ./J. ADO INTEGRAL FIN FPAYtE ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE 751(5 SHEET NO CHANGE THIS SHEET 5!29108 1070 TC�CAINOLOGY ORIYE NOK5Mf9. FL 39278 P.0. 159X 1529 NOKOMIS. FL34274 Visibly Hefter SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 9amNian savior HR710 I Hatt 5 d 11 I 4127 -10 I / 1): Rj d Lcto,s , RE PE 139712 Structured • • •••••• • • •••••• • • • •••••• ••••• • • ••••• • • •••••• • • OOOOOO • • • •••••• um DWG# RFN DESCRIPTION MAIL PGT# • il • • •1102 A FLANGE FRAME HEAD 6063-T6 AL 612237 Q• • .41325 SASH STOP (STD.) (ANTI LIFE CLIP) 6063 -T5 AL 612244 3 • • #8•X 3/4 PH. PAN HEAD 7834AA • • )53 %ASH STOP COVER (SASH STOP) 6063 -T5 AL 6_ 4136 i FLAN( FRAME SILL 6063 -T6 AL 64135 7 4137 • t1t4VVAPTOR 6063 -T6AL 64137 . 16 . • 4131 • URRTRACK 6063 -T6 AL 64131 • 10 •• 71298 • •WIEINEIOLE cOVER POLYPROP. 71298 '12 :626 AA114ESIVE OPEN CELL FOAM PAD 7PAD1626 •13 ••1002 A FRAME JAMB 6063 -T6AL 612225 44 4134 • • CIASKET FOR MAIN FRAME SILL JOINT 74134W/K • 15 1155 4/8 X 1 1 .000 QUAD PN. SMS 781PQA it 4110 G ADAPTOR 6063 -T5 AL 64110G 1Z ttJ 4054 33 op MEETING RAIL 6063HD -T6 AL 64054A 19 • 4066 • WSW .187 X .230, FIN SEAL 64066G 2T • 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,250 X .270 BACK, FIN SEAL 616830 23 225-1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTALROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 33 1235 WSTP,.170 X 270 BACK, FIN SEAL 674160 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 Rend Dr F.K. er F.K RewOBr F.K. Rem B,r. F.K. 1683 WSTP,.250 X 270 BACK, FIN SEAL 7070 BULB WEATHERSTRIP .187 X .275 LIT RAIL (OVER CAP 4139 I.F. FRAME HEAD 4140 I.F. FRAME SILL 4141 LF. FRAME JAMB Oats 4/15/07 10/17/06 511 MIS 2128/06 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 1224 VINYL GAZING BEAD BULB (THICK) 1225 VINYL (;LAZING BEAD BULB (THIN) 4039 B GLAZING BEAD - 5/16" 4044 B GLAZING BEAD -5/16" W /GRILLKIT 4222 A GLAZING BEAD 7/16" 985 C GLAZING BEAD - 7/16" W /(RILL KIT 4067 GAZING 13/16" GLASS 5/16 LAM! (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAM! (1/8" HS, .090 PVB, 1 /8" HS) 7/16" LAM1 (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAM! (3/16" HS, .090PVB, 3/16" HS) ADD ITEMS 41, 42 & 43 NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77. 3/23/06 I 616830 67070K 74078 "C" L OR R 64139 64140 64141 6TP247W,K 6TP248K 6063 -T5 AL 64039B 6063 -T5 AL 644703 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 1070 TECrFNOLO6Y DRNE NOKOM IS, FL 34275 P.O.6051528 NOKOMIS, FL 34274 Visibly Better ITEM DWG: afl 13/16" LAMI IG-1/8"A, 3/8" AIR SPACE, 5/16" LAM! (1 /8 "A, .090 PVB, 1/8"HS) 13/16" LAM! IG- 118 "A, 3/8" AIR SPACE, 5/16" LAM! (1 /8 "HS, .090 PVB, 1/8"HS) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" IAMI (1/8"A, .090 PVB, 1/8"A) 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8 "HS) 13/16" IAMI IG.3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PVB, 1/8"HS) 13/16" LAM! [G- 1/8 "A,1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 13/16" LAMI IG- U8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG.1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 13/16" IAMI IG.3 /16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "1-IS) 13/16" IAMI IG- 3116 "A, 3/16" AIR SPACE, 7/16" LAMI 3/16"HS, .090 PVB, 3 /16 "HS 70 0 96 m I 91 1630 92 1631 93 1073 94 1624 95 L1.988 43 I.F. FRAME JAMB Q #4141,6063 -T6 P 13/16" LAM11G-1/rA, 3/8"AIR SPA 2.764 PARTS LIST DESCRIPTION SCREEN FRAME (HOR & VER.) SCREEN CORNER KEY W /RINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN 2710 2.624 1 .062 O 41 I.F. FRAME HEAD © #4139,6063.76 1_ 2 710 42 F. FRAME SILL © #4140,6063 -T6 smnavb,m, 'am 'st' •o rm HR710 NTS 6 d 11 4127 -10 7 3.152 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 3105 -H14 AL POLYPROP. POLYPROP. ST.ST. EM PVC EM PVC CLOTH C PRODUCT REVISED as compiping with the Florida Building Cade Acceptance No 0 —O Expiration Pct • • ••••• • • •••••• • • • ••••.. OOOOO • • ••••• • • •••••• • • •••••• • • . •••••• •••• • • •••• •••SS • • • 1 • •• • • • - • • • • •• • .„„ o . 2.710 •• • 1 • • • O• -T8 •••• • • • •••• Render F.K. Rd1 Road SY F( F.K. Dramas FK. • •• • • • • • • • • • • • •• • • • • PIrIN OE FRAME HEAD 1.349+1 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.098 1 . �1 �./ 0 GLAZING BEAD, 5116" #404413,6083 -T6 (USED W/ GRILL KIT) Deo: 4/15/07 IE- .082 .490 1111 O SASH STOP #4025, 6063 -T5 weak ••• 10/17/06 5/13/06 X06 Rerbv" A 8 Cheated J J. CON 3/23106 2 1.122 ( ) 114136, 606rT6 FLANGE FRAME SILL #4138, 606.E -T6 1 7 061 .46 0 HORIZ. ROLLER TRACK #4131.6063 -T6 7 I 1.081 t-"- 32 2 SASH MTG. RAIL #4006D,6063HS -T6 r ri j i 1.096 -1� —�I T 0 55 GLAZING BEAD 7/16" #4222A, 6063-T5 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE MIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 NOKOMIS. FL P.O 50X 1529 34274 I�- 1.291�I 37 SASH SIDE RAIL #4126, 6063-T5 1.115 J #985C, t- ►1T � GLAZING BEAD, 7/16" J 8083 -T5 (USED WI GRILL KIT) P GT Visibly Batter Seddak HR710 O FRAME SILL ADAPTER #4137, 6063 -T6 1+'4.403 -�i 17 FIXED MEETING RAIL #4 054 B ,6083H D - .678 1.096 1 1 53 GLAZING BEAD, 5/16" #403913, 6063 -15 saw that Half , 7 « 11 . 683 050 I1 50 GLAZING BEAD, 13/16" #4067, 6063 -T5 .097 EXTRUSIONS 1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Roots rb. 4127-10 x .040 I 1 1�1.443-� .738 1 O SASH STOP COVER #4053, 6063 -75 13 FLANGE FRAME JAMB #4002A, 6083-16 PRODUCT REVISED 0s mpi 45 with the Florida Balding Coda Aecelasuxe No 0 Expiration Data Robert L. Clark, P.E. PE 538712 Structural ANCHOR QUANTITIES, XOX (114- 112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4 ELCO TAPCONS 2 - 1/4" ELCO 584 CRETE -FLEX 3 - #12 STEEL SCREWS (05) •••• • • A$1Eflbe TYPE) & SU8S ATE GLASS TYPES A,B,C,G,1-1,1 GLASS TYPES O,E,F,J.K,L i, 3, WOOD 2, CONC 1, CONC 2,3, WOOD 2. CONC 1, CONC • ZOISES• ZONES ZONES ZONES ZONES ZONES •••••• I IINDOVPSI2E y H • HEAD & SILL • • • • • • in g HEAD & SILL a ' m g HEAD & SILL a ' y g HEAD & SILL a - co g HEAD & SILL a 50 g HEAD & SILL a ' r0 2. GLASS TYPES: g A. 5/16" LAMI - (1/8 A,.090, 1/8 A) < B. 5/16 LAMI - (1/8 1/8" HS) - C. 5/16 LAMI - HS,.090, 1/8" HS) °•••61$13.030 i11$5jc38.375 • • • 50.625 • • • • •54.000 • 80.000 • 63.000 • • • . 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 +C2 +1 +C2 +1 (1/8 2 D .7116 " LAMI - (3116 "A) 1•02 +1*C2 +1 • •• 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16" LAMI - (3/16" A,.090, 3(16' HS) F. 7/16' LAMI HS,.090, 3116 HS) • • • . i +C2: C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +(x+1 - (3/16' 3 G. 13/16° LAMI 10 - 1/8° OR 3/16" A, 5/16° OR 3/8° SPACE, 5/16" LAMI - (1/8" A,.090, V8' A) 1•02+1+04.1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +132 +1 3 1+C2 +1 +C2+1 3 H. 13/16" LAMI 10 - 1/8' OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8' A,.090, 1/8 HS) 1. 13/16' LAMI IG 118 OR 3/16" A, 5116" OR 318° SPACE, 5116' LAMI HS,.090,1/8' HS) •••., 1+02+1 + 2+1 3 1 +02 +1 +02+1 3 1 +f 2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 - - (118' 3 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) 1 +09.1 +0+1 - 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 K. 13/16 LAMI 10.1/8° OR 3/16 3/16 OR 1/4" SPACE, 7/16 LAMI - (3/16° A,.090, 3116° HS) L LAMI 1/8' 114 7/16" ct�li 36. • • • • 48.000 • 50 54.030 60.000 63.000 • r .. 1 +C2 +1 + ( + 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +02+1+02+1 2 1 +02+1 +C2 +1 2 1+C2 +2 +02 +1 13/16' IG - OR 3/16' A, 3/16 OR SPACE, LAMI - (3/16° HS,.090, 3/16° HS) 2 • IS + +1+ +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+2 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING SHOWN, GO 1 +C1 +1+ •+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +2+02 +1 3 HEAD & SILL: 101/2 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 FROM CORNERS. 1 +02 +1 +C2+1 3 1+0+1+C2+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +03+1 3/4' MAX. 3 JAMBS: 9' MAX. FROM CORNERS AND 221/2° MAX. O.C. 1 +02+1 +02 +1 3 1 +02 +1 +0+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +3 +1 3 1 +C3+2 +C3 +1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 1 +12 +2 +02+1 2 1+02+1 +C2 +1 2 1 +02+2+02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2+C2 +1 2 1 +02 +2+C2 +1 2 X O X +4+p +1 3 S •-• •- ANCHOR QUANTITY PER 1 +C2 +2+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2+1 3 1+02+2+02+1 3 1 +02 +2 +02 +1 3 1 +02+2+02+1 3 11 JAMB i HEAD AND SILL ANCHOR QUANTITY. 1 +C2+2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +02+1 3 1 +02 +2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+2+02 +1 3 1+02 +2+02+1 3 1 +C2 +2 +02+1 3 1 +03+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +0+2 +02 +1 3 1 +C2+1+C2+1 3 1 +C2+2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+0241 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 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 +02+2+(2 +1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 1 +C2 +2 +C2 +1 2 1 +02+2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2+02+1 2 1 +C2 +2+C2 +1 2 1 +02 +3+02 +1 2 1 +02+2+02 +1 3 1 +02+2 +C2+1 3 1 +0+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +02 +1 3 1 +C 3 +3+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +0+3+03+1 3 1+02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1+02 +2 +02+1 3 1 +02 +2+02 +1 3 1+04 +3+04 +1 3 125 3/4' max. � I -+-- MIN. PI-1 t:tic i '•"w/sEO 4 1; '-, 't `- .: with Lc Florida I:r',:^;-':�N nx- NaI at o : = t 0 9 f it "1 $ y ' �' • / J - 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+.1 3 1 +C2 +2 +02 +1 3 1 +04 +3+04 +1 3 1 Ut X 1 t -t t lit C+ i X __�-• 1 +02+2 +02 +1 3 1 +C3 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +03+2+03+1 3 1 +C2+2 +C2 +1 3 1 +C4 +3+04+1 3 9'R 1 +C2 +2+C2 +1 2 1 +02+2+02+1 2 1 +C2 +3+02 +1 2 1 +C2 +3+02+1 2 1+02 +3+02 +1 2 1 +02 +4 +02 +1 2 I � TYP.- 1 +02 +3+02 +1 3 1 +0+2 +0+1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +02+3+0 +1 3 1 +C 3 +4 +C3 +1 3 MTG. RAIL, 1 +02+3+02 +1 3 1 +02 +2 +C2 +1 3 1 +03+3+03+1 3 1 +03+3+03 +1 3 1 +C3+3+C3+1 3 1 +03 +4 +03 +1 3 EXAMPLE CLUSTER W! QTY. OF (3 }ANCHORS 1 +C3+3+C3 +1 3 1 +02+2+02+1 3 1 +0+3+03 +1 3 1 +C3 +3+03+1 3 1 +C3 +3 +03+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +C4 +3 +C4 +1 3 1+04 +3 +04 +1 4 1 +C3 +3+03 +1 3 1 +04 +4+04 +1 3 1 +03 +3+03+1 3 1 +C2 +2 +02 +1 3 1 +C4 +3+04 +1 3 1 +C4 +3+04+1 4 1 +04 +3+04+1 3 1 +05+4+05+1 3 ' 1 25 314" MAX. 112 TYP. 1+02+3+C2+1 2 1 +C2 +2 +02+1 2 1 +C2 +3+02 +1 2 1 +02 +3+02 +1 3 1 +C2 +3+02 +1 2 1 +C2 +4+02 +1 2 0 f 1 1+3" MIN. 1 +02 +3+02 +1 3 1 +02+2 +02+1 3 1 +03 +3+03+1 3 1 +C3+3+C3 +1 3 1 +(x +3+02 +1 3 1 +03 +4 +03+1 3 9' REF. 5 t 1 t O . — i- - -I 6 /) Robot L. Clark, P.E. PE 939712 Structural 1 +02 +3+02 +1 3 1+02 +2 +02+1 3 1 +q+3 +C3 +1 3 1 +03 +3+03+1 +3 +03+1 3 1 +03 +3 +03+1 4+ 3 1 +03 +03+1 3 "��� x X 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +03+3+(3 +1 3 1 +03+3+(3+1 3 1+03 +3 +03+1 3 1 +04+4 +04 +1 _� J , 3 1 +03+3 +03 +1 3 1 +02+2+02 +1 3 1 +04 +3+04+1 3 1 +04+3 +04 +1 4 1+03 +3+03+1 3 1 +04+4 +04 +1 3 MTG. RAIL, TYP. 1 +03+3+03+1 3 1 +0+2 +02 +1 TABLE 4, SELECT 3 1 +04+3+04 +1 VALUES DUE TO 3 1 +04 +3+01 +1 ANCHOR CAP ADJ 4 1 +04 +3+04 +1 GYD 1 0 TECMNOLORIVE 0 3 1+05.4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS UPDATE ANCHORAGE SPACING,XOX (1 /4- 1/2 -1/4) REVISE ANCHORAGE FORMAT, HEAD 6 SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L cffi° 3123/06 NOKOMIS, cL 34 2 7 8 P.O. BOX 1529 NOKOMiS. FL 34274 Visib Herter 1 .. - ALUM. HORIZONTAL ROLLER WINDOW IMPACT 101710 NTS 1 8 d 11 � 4127 -10 I C • • •••••• • • O OOOOO • • • OOOOOO ••••• • • ••••• • • • ••• • • • • OOOOOO • • • •••• • • ANCHOR QUANTITIES, XOX (113.1/3 -1!3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) •••• TIME) ^ % 880 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,X L WOOD 2, CONC 1, CONC 2,3, WOOD 2, ONC 1, CONC •ZOR •Z ONES• ZONES ZONES ZONES ZONES ZONES •"� • r411�� 12E - v H • • HEM D 8 SILL • • ; • im g� HEAD 8 SILL -, m HEAD 8 SILL -, m HEAD 8 S W m a HEAD 8 SILL m HEA 8 SILL - m 2• GLASS TYPES: A. 5/18 LAMI - (1/8" A,.080,1/8 A) B. 5118" LAMI - (118 A,.090, 1/8 HS) 48.000x 38.375 • • • • .000 • • •50.625 it • • 44.000 • •• .000 83.000 1 +&4* * 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 C. 5/16 LAMI - (118 HS,.090, 1/8" HS) D. 7116° LAMI A,.090, 3/16 A) 1 +C3v +Carj 3 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 - (3/18 3 E. 7/16 LAMI - (3/16" A,.090, 3/16' HS) 1474+:41 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7116 LAMI - (3M6 HS,.090, 3/16 HS) 1+C1+4+4+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16" LAMI IG - 1/8 OR 3/16° A, 5/16 OR 3/8" SPACE, 5/16 LAM1- (1/8° A,.090, 1/8" A) 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 H. 13/16 LAMI 10 -118° OR 3/18 A 5/16 OR 318" SPACE, 5/16" LAMI - (1/8 118° HS) I. 13/16° LAMI 10 -1 /8° OR 3/16" A, 5/16 OR 3/8" SPACE, 5/16" LAMI - (118° HS,.090, 1/8 HS) 1 +C� +1TC2 +9 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +C2 +1 3 1+C2+1+C2+1 39+03+1+03+1 3 J. 13/16" LAMI 10 - 1/8 OR 3/16 A, 3/16 OR 1/4" SPACE, 7/16 LAMI - (3/16 A,.090. 3/16 A) 53.125x 33375 • • 48.000 • • $0.625 • •e• 54.000 ••• • 60. 63.000 1 ?(',4IP02S1 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 +02 +1+02 +1 2 K. 13/16' LAMI 10 - 1/8° OR 3116 A, 3/16 OR 1/4° SPACE, 7/16 LAMI - (3/16 A,.090, 3/16" HS) 1402•1•(Y2•1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02 +1 3 L. 13/16" LAMI IG -118° OR 3/16 A, 3/16' OR 1/4° SPACE, 7/16" LAMI - (3116° HS,.090, 3116" HS) 141-C2 +1012 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +0241 • 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1+02 +1+C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX FROM CORNERS 0.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 +C2+1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 JAMBS: 9° MAX FROM CORNERS AND 221!2° MAX. O.C. 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 TABLE KEY: 1 +02+1+02 +1 1 +C2 +1+02 +1 3 1 +02 +1+02 +1 3 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +02+1 3 1+C3+1+C3+1 3 X O X 3 I1 +03 +1+03 +11 3 1--•-- ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 4 HEAD AND SILL ANCHOR QUANTITIES 1 +02+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1 +03 +1 3 1+02 +1 +02 +1 3 1 +C3 +1 +03 +1 3 L 2 1 +C2 +1+02 +1 2 1 +C2 +1 +02 +1 2 1 +02+1 +C2 +1 2 1+02 +1 +C2 +1 2 1+02 +1 +02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 3 1 +02+1+02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1+02 +1 3 1 +C2+ I +C2 +1 3 1 +02 +1 +02+1 3 3 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 3 1 +02+1 +02+1 3 1 +02+1+02+1 3 1+02 +1 +C2 +1 3 1+02+1 +C2 +1 3 1+03+1 +03+1 3 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +03+1 3 1 +02+1+02 +1 3 1 +C3 +1 +03+1 3 3 1 +02+1 +02+1 3 1 +03+1+03+1 3 1 +03+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 1+041 +02+1 2 1 +C2 +1+02 +1 2 I I 25 3/4�" MAX 3° MIN. 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +02+1 3 1+03+1 +03+1 3 P`'�t7 _ REVISED a: c irt- ,..g Willi i3: F ottda Bsild+sa`cd0 Acccp.a,c2 No 0 615.01 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03 +1 3 9 °REF. , tt 1 1 O t X ° 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+02+1 3 1 +02+1 +02 +1 3 1 +C3 +1 +03+1 3 -T. 1 X 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +C3+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 MTG. RAIL, TYP. W/ QTY. KEY °TYP OF (3) ANCHORS ABOVE) 2 1 +02+1 +C2 +1 2 1 +02+1 +02+1 2 1+02 +1 +02 +1 3 1 +C2r1 +C2 +1 2 1+02 +1 +02 +1 2 EXAMPLE CLUSTER 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+03+1 +03+1 3 Ex. « Data LOW 'o►/ 3 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 9 1 +02 +1 +02+1 3 1 +03 +1 +03 +1 3 (SHOWN IN TABLE - I , .ad Prudnc3 .... 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 1 +02+1 +02 +1 3 1+03+1+C3+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +C3 +1 +C3+1 4 1 +03+1 +03+1 3 1 +C3+1 +C3+1 3 25 314° 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 +1 3 1 +03+1 +03 +1 4 1 +03+1 ++1 03 3 1 +04+1 +04+1 1----r_i 4 1112 I+3 °MIN. 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 -t O X / - Robert L Clark P.E. PE #39712 Structural 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9" REF. X 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03 +1 +03+1 3 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+03+1 +03 +1 3 1 +02 +1 +02+1 3 1 +03 +1 +03+1 3 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1+03+1 +03+1 3 1 +04+1 +C4 +1 4 MTG. RAIL„ TYP. 3 1 +C2 +1 +C2 +1 TABLE 5, SELECT 3 1 +03 +1+03 +1 VALUES DUE TD 3 1+03+1 +03+1 ANCHOR CAP. ADJ. 4 1 +03+1 +03+1 3 1 +04 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 4/15107 UPDATE ANCHORAGE SPACING (1/3- 1/ &1/3) p • 10/17/0 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. may I 3 07tITEt554GLO0Y DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS FL 34274 , sly Better viib B i o 4 ALUM. HORIZONTAL ROLLER WINDOW IMPACT 5 HR74o NTS " 9 d 11 ca.* 4127 - 10 Q° " C Oak yl • • •••••• • • 000000 • • • 0 00000 ••••• • • ••••• • • •••••• • • •••••• • • • •••••• ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO S34 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM! - (1/8" A,.090,1/8" A) B. 5/16' LAMI - (1/8' A.090, 1/8° HS) C. 5/16° LAMI - (1/8' HS,.090, 118° HS) D. 7/16° LAMI - (3118° A,.090, 3116° A) E. 7118° LAMI - (3/18" A,.090, 3/16• HS) F. 7/16" LAMI - (3116° HS,.090, 3/16° HS) G. 13/16° LAMI IG - 1/8° OR 3/16° A. 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8°A,.090, 1/8° A) H. 13116" LAMI !G -118° OR 3116° A, 5118" OR 3/8" SPACE, 5116° LAMI - (1/8° A .090,118" HS) I. 13/18° LAMI IG - 1/8° OR 3116" A. 5/16" OR 318" SPACE, 5116° LAMI - (1/8° HS,.090, 1/8° HS) J. 13/16' LAMI 10 - 1/8° OR 3/16° A, 3/16" OR 1 /4" SPACE, 7/16° LAMI - (3116° 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, 3/18° HS) L 13/16° LAMI IG -1/8° OR 3116" A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16° HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: X •••• .41Rpft TYPE> & SUBSTRATE: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC • gb}Vp ZONES ZONES ZONES ZONES ZONES •••••• QVINDO W SIZE • 01( Y H : • •.. IIIS' s av3ld: • JAMBS' 111S '8 OV3H saner llis'8 GV3H JAMBS 71IS I JAMBS IIIS'8 av3H JAMBS IIIS'8 CIV3H L MBS 1 5.@013 38.375 • • • • 48.000 • • • 50.625 • • • • 54.000 1+( • 60. •, • 63.00i) • . C2+ 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +(2 +1 2 i 1 +ri +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 • + +1 3 1 +02+1 3 1 +02 +1 3 1 +C2 +1 3 1+02 +1 3 1+02+1 3 * I 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 +C2 +1 • .. 3 1 +C2 +1 3 1 +C3 +1 3 1+02+1 3 1+02 +1 3 1+03+1 3 t tC 1 11.C2+1 3 2 1 +C2 +1 1 +C2 +1 3 2 1 +C3 +1 1 +C2 +1 3 2 1 +02 +1 1 +C2 +1 3 2 1 +C2 +1 1 +02+1 3 2 1 +03 +1 1 +02 +1 3 2 r ;X 38.37 • • • • 48.000 ip • ... 50.625 54.000 60.000 63.000 •1 +( 1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02+1 3 1+C3+1 3 1 +C2 +1 3 1 +02 +1 3 1+03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +03 +1 3 1 +C2 +1 3 1 +03+1 3 1 +03 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +03 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 0 PRODUCT R .VrsID as wtup -, with A'.9 Florida gviWine, cc -: ne:xra:, rm . - L78 S .txf (.'T/ OI/ [2aC3 +2 1 31 ANCHOR QUANTITY PER JAMB 1 +02 +1 3 1 +02 +1 3 1 +03 +1 3 1 +02+1 3 1 +02 +1 3 1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +03 +1 3 1 +C2 +1 3 1 +03+1 3 1 +03 (3) THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND IXED SECTION. (7) T ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) {x(-18 3/4' MAX 1 +03 +1 4 1 +C2 +1 3 1 +03+1 3 1 +03+1 4 1 +02 +1 3 1 +03 +1 3 1 +03 +1 4 1 +03 +1 3 1 +04 +1 3 1 +03+1 4 1 +03 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +02 +1 3 2 +C3+2 3 1 +02 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +03+1 4 1 +02 +1 3 2+03 +2 3 1 +03 +1 4 1+C2+1 3 2 +03+2 3 j___. 9° REF. I --.I -'--3° MIN. 1 +C3 +1 4 1 +03+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +03 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +03 +1 3 2 +C4 +2 4 1 +03 +1 4 1 +03 +1 3 2 +C4 +2 4 X r� 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +02 +1 2 2 +02 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +03 +2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +03+2 2 +03+2 4 4 1 +02 +1 1+02 +1 3 3 2 +03+2 24-C3 +2 3 4 2 +C3 +2 2 +03+2 4 4 1 +C2 +1 1 +C2 +1 3 3 2 +C3 +2 2 +03+2 3 4 (SHOWN IN TABLE KEY ABOVE) F,i pi atiou Date By /i'. (r� lvr: ■ .,aa 2 +03 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +03+2 4 1 +03 +1 3 2 +C4 +2 4 1 +03 +1 4 1 +03 +1 3 2+04 +2 4 2 +C3 +2 4 1 +03+1 3 2 +C4 +2 4 183/4" MAX t° /2° TYP. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 +03 +2 3 4 2 +02 +2 2 +02 +2 2 3 2 +C2 +2 2 +03 +2 3 4 2 +C2 +2 2 +03 +2 3 4 2 +02 +2 2 +02 +2 2 3 2 +C2 +2 2 +03 +2 3 4 1 I+-3 MIN. -1 �' /O p/ Robert L. Clark, P.E. 639712 9° REF. X O ` ~` 2+03 +2 4 2 +02 +2 3 2 +03+2 4 2 +C3 +2 4 2 +02 +2 3 2 +03+2 4 f MTG. RAIL 2 +03 +2 4 2 +03+2 3 2+04+2 4 2 +03 +2 4 2 +03 +2 3 2 +04 +2 4 2 +03 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +03+2 5 2 +C3+2 3 2+04 +2 4 EXAMPLE CLUSTER W/ Q. OF (4) ANCHOR4/ 2 +03 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +04 +2 5 2 +C3 +2 4 2 +C4 +2 5 R°reE6y FIG Mac /07 Rw0ms: C CHG.TABLE #TO 8, 8 SELECT VALUES DUE TO ANCHOR CAP. � 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1822 NOKOMIS,FL3 Ulstblg nom ANCHORAGE SPACING, OX AND XO WINDOWS Reid ey F.K Oate.: 10/17/06 Rav&biv: 8 REVISE ANCHORAGE FORMAT ,HEAD& 8111 CLUSTERS . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rowel W. F.K. Ma 5/13/06 Rmban: A ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L. sc 11F1710 NT$ 10 a il �, 4127 - 10 C �, F.K. ram: 2128108 t, der .J. 3123706 I • • •••••• • • •••••• • • • 0 00000 0 0000 • • 0 0000 • • •••••• • • 000000 • •• •••••• • • • • • •••••• • • •••••• •• • •••••• ••••• • • OOOOO • • •••••• • • •••••• • • • •••••• • • • M 3`LKS r CONCRETE •••• • NOTE • • •• • • • •• •• CONCRETE • • THOR, NOTE 1 • • • 1 Y f CAL FLANGE FRAME HEAD SECTIONS ••• 114° • •• ••• MAX �• • • • • • •SHIM 1 3I8" MIN. WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 DETAIL E NOTE 1A, 1 3/4° MIN. MIN. 3.4 K;1-__/' E.D. TYP. CONCRETE 2x WOOD DETAIL C BUCK, DETAIL D NOTE 3 - 'mower. F.1( morrow Rood By FJ( DM= Br F.K. CONCRETE ANCHOR, NOTE 1 Date 4/16/07 10117108 D°ls 5/13108 2/28/06 • • • DETAIL A 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 :: NOTE 1 Ti 1/4° MAX SHIM TYPICAL FLANGE FRAME JAMB SECTIONS 1/4° X S WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 DETAIL B 1 x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT: C ADD IF. FRAME CHG. NOTE 5 TO FBC, CURRENT EDITION° Re/Was A J.J. REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES AOD NOTE 5. 3/23/ WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 114° MIN. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34715 P.O. BOX 1520 NOKOMIS, FL 34274 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114° ELCO L TAPCONS EMBEDED 1 3/8° MIN. OR 1/4° SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4° SS4 CRETE -FLEX WITH Il #12 TRIMFIT HEAD. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE NAIUNG 1 3/8" MIN. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix 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 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. 13/4" EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS A, B, C, D, & H) Pc 1 Visibly Better Smmv"ex HR710 DETAIL H (HEAD NAILING .131 DIA MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. Sm. 111Mat Half 1 11 a 11 DETAIL G (SILL)® DETAIL I (JAMB © TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Cloakoa Na. 4127 -10 Rot Florida a =DDZr BY m oq 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 gimAlity assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series fOPW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or— Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon comer dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for 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. INSI;ECTI(1N cojj c t :is entire NOA shall be provided to the user by the manufacturer or its distributors and shall seeon at the job site at the request of the Building Official. ThisNOA'Fine t NOA; 0','- A4f8.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. ThesulVitted docuaittation y✓as jeviewed by Ishaq I. Chanda, P.E. • . • • • • • • . • • • • • - • • ,q,0 ••• • • • • • • • • • • • • • ••• • • ••'•• • • ••• • • • MIAMI. APPROVED E COUNTY ••• • • • • • • • • • • • • • • • • . • • • •• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildinjcode NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.00 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 - titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07118/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07 0418.06 expires on February 19, 2009. •• •. .. • • •. •• ••• •• • •• • • • • • • ••• • • • • • • • • • • • • • • ••• •• • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • ••, • • • • •• • ••• • •• • ••• •• •• E -1 k$ 1 . Llotkc4s.< Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1 OPTIONS: • • • AL • /,L16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED • • • GLASS V TJ AIV.090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • /C16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 • IMTERLJWER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 6C. 1 1/16" LLAiCIGG. 3LASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/18° . • JAMINATEJ GI,4SS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT • • • • • S'IRENG:rilalp 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 7116° • • • • LIMINA'GCASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER • 6 k1F DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • 14•DESIGN PR86 .RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) L� , iGATIVg DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. . gl !SIG J LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3 1 HORAGE: 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- 20005ILUMINUM DESIGN MANUAL 4- 12µs1$ 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). F.K. Rimed Bie Caw 4/4107 Rend By: 'Cala FX 12/1609 Oaft FA. 7/14VO3 Rerlstanc Realms B "erang A *eget Br OfG. NOTE2 TO REF. ASTME 1300-02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. REDUCEANGMDR SPACING 1070 TECHNOLOGY DRIVE NOKOd69 FL34276 PO. BQX NO11OMI9, FL 36274 P NOTES & TABLE OF CONTENTS � G� ALUMINUM PICTURE WINDOW, IMPACT emanbmre PW-701 NTs vvrah setter 1 a 12 4259 - NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 PRUUUCTRENEWED as caultdyiatt with 6n Rlarl a Soklbm Cade Mamma Expiration t 0 9 By �• kNW� Robert L park P.E. PE 039712 Structural •.. • • • • • • • • • erPtiNEALEEPOR NEAT STRENGTHE 6D hASS •• • • • • • •• . • • • • •• • • • • ••• • ttaa4• Mac X61. Dam F.J4 4747 hex FJ4 goner FJ4 G 97J16/tn 7114/03 a S kerislow A taom°da7 • •• • • • • • • • • • • •••• • • •• • • • 7116" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR -°- SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) NO CHANCE THIS SHEET NO CHANGE 77 SHEET R 21 11/16° NOM GLASS BITE 10TO TECHNOLOGY DRIVE NOICOM03, Ft 34276 AO. e'OX t82e MONONA P134274 1 1/16" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' AIR SPACE 3116" HEAT STRENGTHENED GLASS OUTSIDE 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR - - SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16° NOM GLASSS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Visibly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Ssebrafteut PW-701 FULL 6* 2 m 22 «m 4258.4 PRODUCT RENEwED co1ep •icier the Florida Wane Cod. t wo ant PRODUCT REVISED as cam idstaq •fik Rea F1oskta ibitlbcg Coda Minus= •• ^04 ; Ofe /i.._.../ . , / 17"if /6.7 Robert L Cietk, P.E. PES39712 Structure/ • • • • • • • • • • •• • • • • • • •• •• • •• HEXAGON MAX. SIZE = 60s 81' /FEN FLATS • QR MAX. AREA.= ;Z1 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. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96 "X48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 92114" MAX. DLO RECTANGLE MAX. SIZE = 48 "X96" OR MAX. AREA = 32.00 SQ. FT. 44 114" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68° X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE =96 "X 47° OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE = 48° X96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48° X 96" OR MAX. AREA = 30.28 SQ. FT. e Cto B715 ' Woad Division PRODUCT MIRED at complying with the Florida Buidtag Code Amputate No Expiratiss Date Rradar per AK FJC Wmea By. FJC Rex balm 414/07 Par 12111 7/!4!03 Regalas Rwdm m B aaanmm"s Cbctlre✓6y. UPDATE ANCHORAGE NOTE NO CHANGE MIS SHEET 1070 TECHNOLOGY DRIVE NOKOM1S. FL 34275 P.O. BQX 1676 NOKOMIS FL 34274 Pc�T Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT aeeemnaa NTS 3 m 12 4259-4 B Robert L Clark P.E PE 639712 Structural • • • . • • • . • • • • • • •. • • \ • • / / / • •. • • • • HE)AGE5N MAX. SIZE = 60+ SEIWEEN FLATS • OR MAX AREM%1.F}5 SQ. FT. • • • ••• • •• .. • ••S• • • • • •••• FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE =96 "X48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA =19.63 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 981(4° FRAME O.D. 96" MAX. 50 1/4" FRAME 0 D. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 931/4" MAX DLO RECTANGLE MAX SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48° X 96° OR MAX AREA = 30.28 SQ. FT. PRODUCT RENEWED eBewe* g whstbeFDetly &NOR Code A.:queue, N" -:: i /2./0 Eapv"r{n" I -/y Ey Afteeti Dhhion PRODU(.1 ttt%• es em"plyieg with be P14rete eakfieg Aseepteame Ne Daw os Reaader. FX FX FX Date 47 Dar 12116/03 7/14103 Weber Iteriskas A Crewade7. ADD FRAME U.D. DIMEVSIONSAN0 UPDATE ANCHORAGE NOTE NO CHANCE THIS SHEET Dots 1070 TECNOLOOYDANE NOKOArIIS, FL34275 P.O. SQX 1623 NOKOMIS. 71.38074 Pd Visibly Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT sudotmme PY1 NTS amok ra.emrs ror, 4 a 12 4253 -4 I B Robert L. Clerk, P.F. PE 039712 SWDWrai • • • • • • • • • • • • • • • • •••• • •••• FTL -3835 FTL -3835 FTL-3850 FM-3850 76.500 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., 3/16118, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) • • D•M . 1/16" LAMI I.G., 3/161-18, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) Vim{(; GLASS' • WINDOW "Y" DIMENSION "X''DIM. ARE.!" 11.88 SQ.FT. 49.000 TYPO ; 28.500 A,s,CR7' •'+go.0 I -80.0 • • • ANN • • • 9.70 SQ.FT. • .. 84.860 A,B,C717 +40.0 I -80.0 • • • And .10.79 SQ.FT mow -- +80.0 l A,B,C,C3 +80.0 I -60.0 • • •N•• 155.81:0 J A,B,Cp ..+80.0 I -80.0 ARE!! •12.96 SQ.FT. •••• 82.000 A +80.0 B,C,D +80.0 AREA 15.14 SQ.FT. A B,C,D AREA 87.500 93.000 96.000 A C B,D AREA A c B,D AREA A +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 -80.0 -80.0 16.23 SQ.FT. -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ. FT. -80.0 -80.0 -80.0 AREA 19.00 SQ.FT. 34.000 +80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. 71.0 I A,B,C,D +80.0 I -80.0 AREA 14.05 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +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 -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. 39.500 +80.0 r -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 25.51 SQ. FT. +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 -71.9 -80.0 -80.0 26.33 SQ.FT. Reeder PX Deo 414217 Aniadazx UPDATE DESIGN PRESSURES PER ASTME 130042 AND NOTES. CLEAN UP TABLE 1 DESCMPTIONAND HEADINGS. 1070 TECHAWLO1YDRIVE NOX01Af8, 8.34275 Raw d•. T Reetstrar FIG 12'$5'O$ A CHANGE NOTE 1 ANCHORING N47H0l2SCREWS P.O. BOX 1525 NOXOMIS, FL 34274 •weer: case taems0* a F.1C 7/14/03 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 27.34 SQ.FT. -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. PGT Visibly Better 48.500 +80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +83.9 +72.2 +80.0 30.03 SQ.FT. +61.5 +69.5 +80.0 -80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 1 -80.0 2t83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -76.8 -80.0 -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: A 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. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT BMW MM. oa.Ynlfn PW-701 I NTS 5 s 12 I 4259 -4 Rae B PRODUCT RENEWED es eamelytat .kh the Florida Batdfag Cade I Acca@maa No E=pkethee DM - 14 rtar L !14 • -a Plvtden Robert L Cask, P.E. PE 039712 Strudel 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 A 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 • •• • NV GLASS* ~ • WINDOW "Y" DIMENSION 45.000 "X•DIM. TYPL • . 28.500 49.800 A, B,C•IY • • •00.0 1 -80.0 • • q AR • ••9.70SQ.FT 5R.5110• 1 A, B,C!IJ • • 480.0 I -80.0 ••• • ' AI4••• 6Q 000"1 A B C I? • • 480.0 I -80.0 • AID • • • 11.88 SQ.FT. taw I A, B, C•d •'80.0 I -80.0 •.+ AFEA•• A,B,C,d +80.0 AREA 14.05 SQ. FT. 76.500 AREA 15.14 SQ.FT. I A +80.0 82.000 B,C,D +80.0 AREA 16.23 SQ.FT. 87.500 AREA 17.32 SQ.FT. 93.000 96.000 AREA 18.41 SQ.FT. AREA 19.00 SQ.FT. Ronda,: FJG new Bo FC m®nar FIC Daft Oafs 4/4/07 nes 1211$03 r 7/14/03 A +80.0 B,C,D +80.0 A +80.0 C +80.0 B,D +80.0 A +80.0 C +80.0 B,D +80.0 A +80.0 C +80.0 B,D +80.0 Roviriarec Rovisbas Ram A rsmkeisy: -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 34.000 +80.0 1 -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 1 -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +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 -80.0 18.06 SQ.FT. -80.0 -80.0 19.36 SQ.FT. -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER AS714 E 1300-02 AND NOTES. CLEAN UP TABLE 2 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH 1112 SCRENA4 Daft 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 22.49 SQ.FT +78.0 +80.0 +80.0 -78.0 -80.0 -80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. 10707EGHNOLOGYORNE NOXOMG4. R 34275 P.O. SQX 1529 NONDAWS, FL 34274 +80.0 I -80.0 15.31 SQ.FT. +80.0 17.03 SQ.FT. +80.0 I - 80.0 18.75 SQ.FT. +80.0 I - 80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +60.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 29.06 SQ.FT. +63.0 +71.2 +80.0 -80.0 -79.3 .80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 -63.0 -71.2 -80.0 30.00 SQ.FT. Visibly Better 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I - 80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +63.9 +72.2 +80.0 30.03 SQ.FT. +61.5 +69.5 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I - 80.0 23.67 SQ.FT. +76.8 +80.0 +71.8 +80.0 -76.8 -80.0 25.50 SQ.FT. -71.8 -80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 29.17 SQ.FT. +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -67.0 -75.8 -80.0 -62.4 -70.5 -80.0 31.00 SQ.FT. -80.0 -67.8 -80.0 32.00 SQ.FT. NOTES: A 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. INTEGRAL RN UNIT DESIGN PRESSURES nw ALUMINUM PICTURE WINDOW, IMPACT Srbefixtrk 12 I 42594 PRODUCT RENEWED as eompl7lug whh the Florida D"Miag Cole Acceptance Nam$ -II/Y• 10 Expiration Dais 217Argn/ BY Miami Division Robert L Clark, P.E. PE 839712 Bkuckual ®m6!® • •. • .. E • • • • • . • •• • • • ••• •••• • • ••. • •• • • • • ••• • • •••• • •• • . • • • 0 0 0 SCREWED C • RNER ASS'Y (FLANGE FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y Q WELD (FLANGE FRAME) 110 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m 0 MAX DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) INSIDE PRODUCT RENEWED as complying with the florida Balding Code Acceptance NoO& -1112. /0 EtpirathuBate "" 2 // f y ?n f lJ M1 l Bade 1r•®sT9NIU1 �+• HMsam aa aaaaes: F.K. weaaeF F( sex F.K Oda 12/103 Dec 7/14/03 Rinrksbas geesirni A tz.msex NO CHANGE THIS SHEET NO CHANGE THIS SHEET oae 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOXOMIS. FL 31274 c; Visibly Better SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT 8seenwee PW-701 saa 4L I sr a 7 d 12 m.aaaee< II 4259-4 B / Robert L Clerk, PE. PE #39712 Structural • • • • • • • • . • • • • • •• 2441. • ▪ • • • •••• • • • • •• • • • • • • •� • • •• • •••• •• • ••• • • • • • • •• ••• • • •••• •• • •••• • • • ••• • •• • • • • • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) 0 � :J : ill 11111 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX WINDOW HEIGHT MAX DAYLIGHT OPENING �- 2.784" 0 INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED 8 mariDint wik the 0lorldo ReMiag Cade Acceptaoee NoOire_ /117-40 Eapiradoa Date Z /iq 17n By Dads Diriaiioa PRODUCT REVISED Accepts= Na all lbe Dublin Code Render F.K Raid FJC COM Rations NO CHANGE 71115 SHEET NO CHANGE THIS SHEET asu 6y: FJC 0seo 4/1/07 Mix 12115/03 aats 7/14/03 riww�r e Reaaame A Plaeisae7 0» 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SQX 1529 NOKO1, F134274 PST VL ibly Bever SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT PW.701 ( HALF Med 8 m 12 murgat 4269 -4 B �3 d 7 Ro L Clerk, P.E. PE 039712 Student ITEM 1 4253 2 • Y" •.s9 •• 10 11 •• • i E - Ja •a4•. •• 13 • • • •• i i•4 • ••• 18 20 21 22 rteos), FR: F.1( FX. DWG NO. 4256A • 1155 • • • • • • 4255; • 4254 •• • 1224 • • • 4224 • • • • • ••• • ••• • • • • • • 4282 Dais 414/07 1Z1Q/03 �4/03 a.nhr PART # 64256 64253 781 PDX • • • • 784255 64254 • • 6TP247 • s• ••• •w • • • • • 64262 r _ .970" - ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 A Cheokrd DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7116" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 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 - 3116" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 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 .975" .346" ---1 " NO CIiANGETM' SHEET NO CHANGE THIS SHEET Dsbx MAIL' 6083 -T5 DWG NO. 4254 .975° ITEM 11 1 1/16 LAMI I.G. GLASS BEAD 10707ECHNOLOOYDRIVE NOM= R. 39270 P.O BQX 168 NOnOtes, FL 34274 1.875" FIG" Visibly Better PW-701 2.784" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A I-" .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT sar 9 m 12 ( 4259-4 2.500" PROPOr. a lac.iiii,WL0 as tomplging •ttti tae x Ruidi°g Code Aveept""tt Nob. - • 19 Eapintim' Mitt Maxi Iltade otvbdn• •• • •••• • • • • • • •• • • .131 °DIA. MIN. •• • ,• „112 1/21/N r : AT CORNERS •.•• :AND 5".d... •• • •• •••• WO& BUCK OFt FI:AIOIAVG • • • • INTEGRAL FIN DETAIL A • ••• • •• • • • •••• • • • • •••• 1/4° MAX I SHIM 1 CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX I SHIM •”" ' SEE NOTE 1 FOR ,• ° • EMBEDMENT • 1 3/8° MIN. EMBEDMENT INTEGRAL FIN DETAIL B f WOOD ANCHOR (SEE NOTE 2) A 1/4" MAX. SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8" MIN. A EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX SHIM 1 SEE NOTE 1 FOR :• ® EMBEDMENT: , • :. d _ (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A 1x WOOD BUCK ® - 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A tZ t�slb 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. `5 »ttsie 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. I SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PRUitoCI xkemt:i.r.0 as emptying 1411, the MPhil, Balding fate Acceptance No . t I t (2.10 Expiration Bate ? -t9 1'�t4 Mad Dade Cltl6� Division Reader. Sew 7I17 mar F.I4 44,V7 Rosser FA per FA oere 12!18/03 � 40.7 Re Areskes B gegitlens A Ceafa4ay REVISE AND UPDA7EANCIANAGE PER CURREIYTPBC CHANGE NOTE 1 AND FASTENER SPACING ores 1070 TEGWOLOOYDRIVE MAMA FL 34278 P.O. BOIL 1529 NOKOMIS, FL 34274 FAT VisIb , Better ANCHORAGE - HEAD, SILL AND JAMBS IOW ALUMINUM PICTURE WINDOW, IMPACT s"ammoas e m+e seas PwaD1 N TS 10 a 12 4259 -4 I B TABLE 3. ANCHOR ON-CENTER le 0 WINDOW "Y" DIMENSION 20 i° 48.0° 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. . 2. 4. 1. 2. 4. . 2. 4. 1. 2. 4. . 2. 4. X Y X Y X Y X Y X Y • 1 8/£ Z1 Z/1 Z1 1 Ott Z1 4/1 9 8/£ el. 19/£ Z 1 [ 41 9/EZ1 LL [ 9/£ Z1 LL [ 9/E ZL 1 91/£ 6 [ es 1 1 91/£ 6J 9/£ Z1 1 91/9 6J 1 we Z 1 1 16 1 9/£ ed 11 9/E Z1J 1 1. ZLJ Z/L LL es Z1 1 zt1 1 . 9/£ ZL Z!1 1 L 9C Z1 1 9/E el. 1 Z1 1 8/e et 1 z 1 19/901. 9� L ;a e/901 z/ 1 Z1 19/9 01. 411 8 19/9 01 [9/901 41 1e/s et. 1 1_14-1 1815011 1 L1 1 [es a l. l 1 911E 6 1 19/9011 1 91/£ 8 1 1es011 L 911E 6 1 e/5 01 1 1.1 L 01 1 1 L1. 1 x/5011 11 1 9/9 01 1 Z!1 11 [ 81901 Z/L 11. 9/SOLI Z/L 11. 1 e/9 (1 [ z1. 8/9 01 1 Zl 1 9/5 01 1 z1. 1 o. • I Z4 war N • Q�i_ ZL 1 Z1. b/1 9 I ZL co Z1. 11 z1. 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[ 1 10 3/4 Z1 [ 1 91/91 11 I Z/1 L 191!£1 11. 1 01. 91.191. 14 1Z11ZL 1 91/£1 11 1 4/1 9 191/91. 14 191!£1 11 I 1A, 19141.111 1 1.L 1911£1 1.11 1 1L 1 1 8/1. 6 91./£ 6 1 191/91 141 1 91/£ 6 1 1 8/1. 6 1 1 911E 6 1 1 e/1. 6 1 1 11. 1 81!£1 1l I 61. 1 8/1. 6 1 LL 1 8/1. 6I Z/4 1.1. 1 91/£1 111 Z/1 LL 1 9/1. 6 1 Z/1 1.L 1 1 8 7/16 Z1. 1 91/91141 Z1 1 9 !1. 6 1 Z1 1 I b!£ 01 1 z14 10 3/4 1 01 I Z/L_ Zl 1 4/901 I bt 1. 9 4/£ 01 WC 01 1 1.L 419 01 1 L1. 1 b/601 1 b /161 91/6 81 1 4/6 01 91/£ 6 1 1 be 01. 1 91/9 6 1 b11 6 1 LL 1 4/ 11 I 4/1 6 1 it- tin 6 1 Z/L 11 I b/£ 01 Z/1 11 1 b/1 8 1 Z/L 11 1 b/1. 6 1 Z1. we 01. 1 Z1 1 411 6 z1. 1 191/14 11. Z11 L 191/14 14 O1 ]91/14 11 Z/1 Z1 191/11 14 PAT 9111.1. 1. 1 191./1111 1 1.1 191 /41. 111 1 11 . 191.!11 111 1 11 1 1 01 I 191!6 191/11141 1 91/6 61 1 1 1 91/6 6 1 we 8 1 11. 1 191/11.111 LL I OL 11 I b/£ 8 I Z/1 41. I 91/11 141 z /1. 14 1 4/£ e I z LL 1 we 9 1 ZL - 91!41. 111 Z1 1 - 1TICIT1 Z1. [ 1 8/9 ZL 1 z /1. 1 9/9 ZL 1 01 - 9/9 Z1 z/ 1. Z 1 I tug z� 1 bn 9 lets et. 1911£1 01. 1 11. [9/9 Z1 1 11 . 191/£1 OL 1 11. 1 91/1 8J 191/9 6 18/9Zl1 941E 6 1 91/£1 011 91/9 6 1 1 91/181 1 L1. 1 191/91 011 11. 1 91./L 6 11 I 91.1E 81 Z/1 11 91./91.011 Z/1 11 [ 91/1 6 1 Z/1 41 1 187/16 ZL 1 911£4 011 ZL [ 91/1 9 1 ZL [ 93.0" O.C. 1 8/9 11 1 211. 1. 1 9/5 14 1 01 J8N511 1enz4 ] 8/9 1.1 I 411 8 1 8/9 11 rn 10 1/8 I 1. 19/9111 1 11 1 9/9 11 1 LL co We 61 1 es 11 911£ 6 1 9n 011 1 91/6 6 1 m I 1 8/9 11 1 1 1 . 1 o 11 1 911 Z/1 14 1 9/9 141 Z11 11 °i Z/L 1.1.1 on 9 zt 1 9/1 01 1 Z1. w ZL 98.0" O.C. I 1 L I Zl 01 I LL 11. ZL I b/1 8 1 I Z4 1 rA 1 Z/1011 L1 1 Z4 1 1 Z/1 01 1 � 11 I 8/E 6 1 1 WE 6 I 1 z1. I 191/£ 6 1 Z/1 OL I 91/6 6 91/1 8 tl 1 Z/1 01 1 11 e/£ 6 I L1 I 91/1. 81 Zl1 11 I zn o1 I Z/1 11 I 91/1 9 1 Z/1 11. 1 941E 9 1 ZL 1/4 011 Z4 I 8 7116 Z1 I NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y" MAX. ON- CENTER (0.C.) X' AND °Y" DIMENSION FROM TABLE 3 (MIN. 2118° O.C. CONCRETE SUBSTRATE) DIM. 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: °X° DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 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 811? FROM ANY CORNER. MAX. 8 1/2° FROM CORNERS ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4° ELCO TAPCON 4. 1I4° ELCO SS4 CRETEFLEX 5. 5116° ELCO TAPCON PRODUCT RENEWED tIP "2 with the Florida 8°11192 Cade m000 - !l Z O 9110N9 Math* Dh1soa 1�r�#IF,F Rene* tie: oesma,: FJC War Bahr 414207 Obis Oar 7/14403 a°Nm a ResIdoner °ewffiaa et NEW SET t 1070 TECHNOLOGY OPINE 001f01£7S, FL 34278 P.OBQX1618 001(04219 FL 34274 VWb¢ Better ed_ir ANCHORAGE, WOOD SUBSTRATE TISs ALUMINUM PICTURE WINDOW, IMPACT 70 I N maw 11 d 12 Ilratelft 4259-3 B Robert L Clark, P.E. PE 039712 Structural TABLE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - CCINCRETE SUBSTRATE ANCHOR TYPES: • WIND? e 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 150 too° 2S•0 45.0 48 ' 0 ' 5. 3. 4. 5. f XY XY XY XY XY XY XY X XY X XYXYXY XY XY YXYXYXYXY 49. • • 181eat AFT. • •o1.• 19/£ EL Z/1 9 8/£ Z4 1 zr LZ1. 4!4 6 411 8 9/£Z1 4/1. 9 4R 6 91£Z1 c P11. 6 LL _I 8/£ Z1. _I 9/£ Z1 14 9NL LI 1 91/£ 6 1 9/£Z1I 91/£ 6I ere at I 9Ne 6 I 91/1. 1.1 4/1.81 are at I 11 I 91£Zl 11. 177/16 819 8 ere at 1 Z/L LL I are a art LL I 91L LI till L 91£ I. 1 at I 8/£ at' Z L 1 9/901 F zn_a F 8I 1. or J ars o1. 1Z/19 18/901 I M. EL 1 amat i ll s 1 9/9 0t I 4/1. 8 1 arts 19/9 01, I arts I 1.1 I 9/9 o1. 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L 1 4/E 8 at I 91./11 111 ZL I ModlkiliPes Castro Oblidost 1 ars at 1 Z/1 1 12518 1 01 1 9NL 6 I Z/t 9 1 815 Z1 I an at 1 91 /L 8 1 411. 9 I 8/9Z4 I 4/1 9 8 7/16 1 19/9 a1. 91/6 L LL 01 I 41. 819 Z1. I L1. 9/1. 9 91.12 6 Feint all We 6 1 9/9 ZL I We 6 I 91.19 9 I 7/1 e I 94 11. 6 11 9/9 Z1 I 11. I 94/9 9 I 8/9 9 1 94/1 6 zit 11 I 9/9 at Z11 11 1 941£491 4/L L 1 9NL 8 I Zl 1 9/5 Z11 ZL 1 93.0' O.C. 18/9 1.1. 1 Z!1. L 1 9/9 1.1. 1 01 10 1/8 1 I Z/1 9 J 9/9 1.l 12 1/2 1 w 4/1. 9 819 1.4 I 411. 9 1 en. W 19/9 11 rn I 8/£ L I 1.1 1 9/9 11 I 1.1 18/9 L L I 11. I we e 1 9N£ 6 19 /t 01 I 941E 6 I 9/9 11 1 1 94/£ 6 I 4!1. 9 I 4/18 I O 41 I 819 44 I 1.1 1 91.1£19 I erg 8J co zit LL I 9 /9 1 11 Z11 1.1 I 91/64 9 1 411. 1 Et I 8/9 11. 1 at I 96.0' 0.C. 1 a4 1 an L 1 at 1 01 1 8/6 6 ] at zit at 18411 I 4/1 8 1 at I 411. 8 I 941 9 CD I at CD 1 91/11 I 1.1 I Z/L 01. I 44 1 I at I 11. 1 zn 91 91.1£ 6 zit 01. I 911E 6 Z1 I 91.1£ 6 I 411. 8 8/£ 6 1.1 1 Z1. I It to 8/5 8 9411 a I Z11. LL at I Z/1. 11 918 9 I 411. L I 91./L at at at NOTES: 7 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: ,Y° MAX. ON- CENTER (O.C.) %P AND Y DIMENSION FROM TABLE 4 (MIN. 2 118" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2' FROM CORNERS //X ( mar .E. PE M2 Stncnttal 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: � -- .X" DIM. 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 81/2' FROM ANY CORNER. Rd� -� ANCHORAGE, CONCRETE SUBSTRATE ,� � ALUMINUM PICTURE WINDOW, IMPACT , `" P.O. BOIL f51B NOKOMB. F 34270 V isibly Better e a" PW-7O1 I NTS 12 d 12 a m+* m+ va 4259-3 aw B IC /1 �°01� o_ MIAMI.01{1DE COUNTY 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 "730" Aluminum Sliding Glass Doors w/ wo Reinforcements - L.M.L APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries, 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 and Small Missile Impact Resistant LIMLTATIONS: 1. All 90 Degree Doors Must Be Reinforced Regardless Of Design Pressure. 2. Refer To Table In Sheet 3 For Positive Design Pressure Limitation Verses Sill Height. 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. REVISION 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 • •ci!ispla'ed, ihenat s)aall bedone in its entirety. • •I ! NSP3CTIONCA3Cqpygf this entire NOA shall be provided to the user by the manufacturer or its • •cisEri'butors:ari• shall lieewililable for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0511.06 and consists of this page 1 and evidence pages E-1 and E-2, as • • • • • well as s pproy41 documint Tentioned above. • Tae subau$ed dbcumenjattorgwas reviewed by Jaime D. Gascon, P. E. • • • • • • • • • • • • • • • • APPROVED ••• • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.gov/buildinicode NOA No. 09-0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 Page 1 4. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406 -1, titled "Series Alum. Sliding Glass Door, Impact", sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries, signed and sealed by Lucas A. Turner, 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 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-4159, dated March 25, 2004, FTL -4161, dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524, dated Jan 31, 2005, and FM-5084, dated October 17, 2006, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06- 0523.03) C. CALCULATIONS 1. Anchor verification and comparative analysis dated 10/01/07 and last revised on 03/11/08, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E. Complies with ASTM E1300 -02/ 04 (Submitted under previous NOA No. 07- 0511.06) D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 09- 0127.13 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", approved on 03/04/09 and expiring on 03/04/14. ..... • • • .. .. • . • • • • . . . . . . •. • ... .. • • • •• • .•• • • • • • • • • • •• • • • • • • • • . • • • • • • • •• • • • • • • • .• • • • • • • • • • • • ••• • •.• • • • • • • • • • • • • • . • • • • • •.• • • • • • • • • • • • • • • .• •• • • • .. •. 090 • • • 000 • • E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 ■ PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2007, dated July 21, 2009, signed by Robert L. Clark, P. E. 2. Statement letter of conformance and no financial interest, dated October 01, 2007, signed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 07- 0511.06) 3. Laboratory compliance letter for Test Report No.'s FTL -4159, dated March 25, 2004, FTL -4161; dated March 26, 2004, FTL -4162, dated March 30, 2004, FTL -4163, dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL -4454, dated Jan 31, 2005, FTL -4524 dated Jan 31, 2005, and FTL -5084 dated October 17, 2006 all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06-0523.03) G. OTHERS 1. Notice of Acceptance No. 07- 0511.06, issued to PGT Industries for their Series "730 Aluminum Sliding Glass Doors wI wo Reinforcements ", approved on 04/03/08 and expiring on 11/11/09. 2. Test proposal No. 06-0114, issued to PGT Industries for their Series "730 Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/14/06 by BCCO. • ....... • .. • • • • • • • • .. ... .. • .... • ... • • .. • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • ... . • ... • • • • ... • • • ... • • • • • • • ... • • • • • • • • • • • . • E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0728.06 Expiration Date: November 11, 2014 Approval Date: September 30, 2009 • • • • • • • • • • • • • • • GF.AIERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED) • 1. GIl4CIN6 OPTION iYPE6•(SEE DETAILS ON SHEET 2) • • • • 74*7y1611 tAMI CONSISTING (1) EXT. LITE OF 3/16° ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) • INTEI;ZAYER. SES REIIORTS FTL.4159 AND FTL-4161. • I% 7/1X LAMI CONS) TIT: GOF (2) LITES (1 EXT., 1 INT.) OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) tNTERLAYER. TEST REPORT. FTL -4163 C 7M, LAMI C01 (1) EXT. LITE OF 3/16° ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF • DUPONT BUTACjI j}4i SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. • • • • • I . 7/18'1.AMI CONSIS1111G OF (2) LITES (1 EXT., 1 INT.) OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR , SAFLEX/KEERBAhMAKIMUM PVB. TEST REPORT FTL -4171. • •E.l 1/18" LAMI 11.VQ1.1 %1iT1NG OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE. • 11 W16° LAIIIII COMPONENT IS REM C ABOVE. TEST REPORT FTL -4162. •••• • t.1 1/16" LAMI I.G. • CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 7/16° AIR SPACE AND (1) 7/16" LAM! GLASS ASSEMBLY INSIDE. THt 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. G. 9/16' LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 1/4° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET 3 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. 6. SHUTTERS ARE NOT REQUIRED. 8. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL -4159, FTL- 4161, FTL- 4162, FTL- 4163, FTL- 4171, FTL-4454, FTL -4524 AND FTL -5084. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SGD730, 2-TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. 9. 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). 10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. ?Wader FJC FJC (awe HA FJC 'Hasa* FJC Oar 8111107 Otte 1011.97 ese 12%177 X864 nablarse 0 Rrkloor CA9a aalip J.L ADD NEWF./NO -FEW. 70 GM NO7E1 ADD NOTE RE EIMER& ADD 'TYPES TO=TE 18 WHAT E NEW REFERENDA NOM 7. MAHIFY BMW. OF GMBH HECfPES, NOTE HO CHANGE THIS MEET aem° 411805 1070 TECHNOLOGY DRIVE NOMc 0S, FL MTh P.O. OQX 1820 NN10108, FL 84274 OE t VL#b� 9ate9r , Dmeolta GENERAL NOTES AND MAP f•e ALUM. SLIDING GLASS DOOR, IMPACT adoeaaee N12D730 NTS art d 19 Ieea� 4406 -1 Roe I NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 CONFIGURATIONS 4-5 VERT. SECTIONS 6-8 HORIZ. SECTIONS 9-11 PARTS LIST 12 EXTRUSIONS 13-14 ANCHORAGE 15-19 PRODUCT REVISED as coon:plyit;g with the Florida Building Code Acceptance Ne0 -o ! f pe Ex pvetion Date BY l 1 1 g , 6 0 .1.11a Deduct Division By Arr.- _.e. _ . ZG 3h WI Limes A. Tumor, P.E PE 100701 Mechanical • • • • • •• ••••t• • • • • • • • • • • •••• • rri • • ▪ $11• : : ° ••• • • • • • • •• • • • •• • • • ••• •••• EXTERIOR .591 NOM. GLASS BITE 7(1f MI GlAtS (SGP), GLAZING TYPE A .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE B EXTERIOR 7/16" NOM. 3/16' ANNEALED GLASS .090 SGP INTERLAYER 3/16° HEAT STRD. GLASS 7/16" NOM. 3/16' HEAT STRD. GLASS .090 SGP INTERLAYER 3H8' HEAT STR'D. GLASS 7/16' NOM. 3/16' ANNEALED GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STRD. GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (PVB), GLAZING TYPE C EXTERIOR 1 1/16' NOM. 3/16' TEMPERED GLASS AIR SPACE 3/16° ANNEALED GLASS .090 PVB INTERLAYER ( NOTE) 3/16" HEAT STRD. GLASS .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE E NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. EXTERIOR 1 .591 NOM. GLASS BITE 7/16' NOM. 3/16" HEAT STRD. GLASS .090 PVB INTERLAYER (NOTE) 3/16' HEAT STR'D. GLASS 7/16" LAMI GLASS (PVB), GLAZING TYPE D 1 1/16" LAMI I.G. GLASS (PVB) GLAZING TYPE F EXTERIOR EXTERIOR 1 1/16" NOM. 9/16' NOM. 1/4' HEAT STRD. GLASS .090 SGP INTERLAYER 1/4" HEAT STRD. GLASS .591 NOM, GLASS BITE 3/16' TEMPERED GLASS AIR SPACE 3/18' HEAT STR'D. GLASS .090 PVB INTERLAYER (NOTE) 3/16" HEAT STRD. GLASS .591 NOM. GLASS BITE FRODUCT REVISED 8•7 8 wilh maFlOriaa A�Plmxn Not:7 Of /I, 6 L Wand 'Paotion Dsiv Como' orluct Dada PRODUCT RENEWED as cauPlying 1 Aida Du:ldin2 C 043 Acceptance Ain 9/16" LAMI GLASS (SGP), GLAZING TYPE G m1h8 Ate* P.K Nand IV FR F.K. e»w F.1C Da* WlM7 oar Dabs 1273®7 bate 8H8R14 A..alare O • ax dl SO.ARAIE0 GLAZNE DETAL SAND ADDED GLASS MEDE'SIEPP710N NO CHANGE MIS SHEET NO CHANGE T108 ISHEb7 f070 TEOHNO.00YDRIVE NOKONIS, 8.34273 P.O. BOX 1629 AfGXOAiS R. 94274 I Pc," GLAZING DETAILS ALUM. SLIDING GLASS DOOR, IMPACT asbmiabk rase ee X730 I FU 2 • 19 4408 -1 I I Lucas A. Turner, P.E. PE #58701 Mechanical • ■ • • • • • • • • • • • • • • • NOMA PANEL WIDTH WY) 30:(2 38° 4 �� ° ) • � 48. V. ): •••■ 54" (4 60" (5°) C,E D,F C,E +80.0 +80.0 +76.8 -80.0 -80.0 -76.8 +78.7 +80.0 +73.2 -78.7 -80.0 -73.2 +74.7 +80.0 +68.0 -74.7 -80.0 -68.0 +69.5 +80.0 +62.5 -69.5 -80.0 -62.5 90° CORNER AND STRAIGHT DOORS WTH EXTENDED SILL, 3 112" HIGH (REINFORCEMENT REQUIRED) A.•FAt59, FTL -4161: 7/16 LAMI (3/16A EXT. +.090 SGP +3 /16HS INT.) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTL 4163, FTL- 4161t: LAMI (3/16HS EXT. +,090 SGP +3 /16HS INT.) G. FTL -4163: 9/16 LAMI (1 /4HS EXT. +,090 SGP +1 /4HS INT.) co w 3 ° " 0 - C,D, E,F C,D, E,F Vat 8x11/07 ads 12031.7 8148/04 + • 7 Q . Q• +dG�• X70.0. +70.0 +70.0 +70.0 +66.2 80" (6 +80.0 +80.0 Reviskar O Railcar Amens psshdDA JJ. ▪ ro.o A0.0 • •0.0 • 470.0 . -70.0 :70.0 -80.0 -80.0 84° (7 +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 -70.0 +68.5 -70.0 +70.0 -66.2 +62.8 84" (7 ° ) +80.0 +80.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -68.5 -70.0 -62.8 -80.0 -80.0 ( 96" (8 ° ) +70.0 +70.0 +70.0 +70.0 +70.0 +68.0 +70.0 +62.9 +70.0 +58.8 80 " ( +80.0 +80.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.5 -70.0 -68.0 -70.0 -82.9 -70.0 -58.8 -80.0 -80.0 COMBINE TABLE iMTD1 TAME 1.AOD REMORCEUENT APPLEMULl Y NOTE MALL TABLE&. REVISE NOTES AND AOQ OVERHANG DETAIL CLARIFY TABLE 1 DOOR BM AND WRIT. OF NI 01A$S ADD NOW 189E Hr. TYIiBLE, BCPA D2NOTEM®RDDNOTE3. REYfSEOP TABLE FORMATOIO CORM PRESSURE 0144A0F8) 4115/05 I +70.0 +62.5 +70.0 +57.5 +70.0 +53.9 +80.0 +80.0 -70.0 -70.0 -70.0 -69.5 -70.0 -62.5 -70.0 -57.5 -70.0 -53.9 D,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HEIGHT +60.0 +60.0 +60.0 +60.0 +60.0 +58.0 +00.0 1070 1Ea6'ROGYDRIVE NOKOMIS, 8.34278 Pla BQX 168 Noicere R.34274 102' (8 -60.0 -80.0 -60.0 -60.0 -60.0 -58.0 -60.0 108" (9 +60.0 +60.0 +60.0 +60.0 +60.0 +54.4 +60.0 'aH TABLE 2 TRAGALS) 090 PVB +3/16HS INT.) +.090 PVB +3/16HS INT.) Pidr VisJbly Berm► -80.0 -60.0 -60.0 -60.0 -60.0 -54.4 -60.0 SEE NOTE 1 SILL HEIGHT 3.500" 2.713" 2.437" POS. DESIGN PRESS. +80 PSF +40 PSF +40 PSF 114" (9 +60.0 +60.0 +60.0 +59.8 +60.0 +51.7 +60.0 NOT AVAILABLE OH HEIGHT L -60.0 -60.0 -60.0 -59.8 -60.0 -51.7 -60.0 OI 8 120" (10 ° ) +60.0 +60.0 +60.0 +57.9 +60.0 +49.9 +60.0 OH LENGTH �{ OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 1 TABLE 1. -60.0 -60.0 -60.0 -57.9 -60.0 -49.9 -60.0 90° CORNERS REQUIRE REINFORCEMENT IN CORNER BASE STILES REGARDLESS OF THE DP TABLE USED. NOTES: 1. FOR DOORS WITH 2.438° OR 2.713" SILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURAT ONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 8 THROUGH 8. POSITIVE DESIGN PRESSURES SHOWN IN TABLES AND 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 2. SEE SHEETS 9 THROUGH 11 FOR ASTRAGAL, CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. DESIGN PRESSURES ALUM. SLIDING GLASS DOOM IMPACT eada•cke Solo •rk o"d pJh Rail SGD7� FUL 3 d 19 4406-1 I PRODUCT REVIS::f) ay complying with the Floods Building Code Acceptance Nua7 05 a° Data 9 Division 'R01), 1Ia.. • t: I? s a 4,41; :4 t: i,: t e Florida l:;;d;rg de AcFnmx aPsekt " II4 Division Product Loess A. Tumor, P.E. PE #58201 Moths( cal • • • • teRFIGURATION. • • • 0 • i • 14) or • • s EX orXO BY-PASS "• • •• •• •• xxp • • *WHY Y P • • •• R orp •••• • • VS BY -PA9S • 000 OXOBY- PAS • • p)010or0X5r•••• 0Xxoai)0(0 BY1jAS % ppj( X00 BY'PPISS • 0/0(o•XXO BY -PASS ° ° 'AO( BY pX10(or )004 OXX or )0I0 BY -PASS 0000 OXXO BY-PASS map or p)0053 p)000(or )0000 BY -PASS )000C BY-PASS pip 000XorX000 BY -PASS 00XXor)0 30 BY -PASS OXXX or )00(0 BY -PASS )000( BY -PASS p)000(or )000(p X000(BY -PASS Pip )00000(BY -PASS p)OOOc000W )0000000( OF FA • eo EX Roof Po PX FF • X aim • IW7 Nibs m M a•adaLC Omar I Of IOW .e ,4& O PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 6 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAILABLE IN 95 CORNER NA ✓ NA ✓ ✓ ✓ NA 2 2 NA NA NA NA NA MD00 DEGREE TO COMER LABELS ADD lFAi11PLECORNER9EYATON B ODMM A�WBB•. MiTN MOTE ADD NU DLO FORMA A 10 IMES Q AND 8 ADDHAMM TKO &HEFT Ono mike 1D - r POCKET MAX. HORIZ. DLO TYP., SEE NOTE 8 pX OR Xp MAX. HORIZ. DLO TYP., SEE NOTE 6 XO OR OX N170 TECHNOLOGY OH YE 311 NOHOW fLM P.O.BQX1878 NOHO & FL 3071 E 39114° TYP. Hf 12° 12° DLO HEIGHT = DOOR HEIGHT - 71/4° DLO WIDTH = NOM. PANEL WIDTH - 4 9/16° TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48°) NOM. WIDTH PANELS IS 10 FT. (1201. MAX HEIGHT FOR DOORS WITH UP TO 5 FT. (60°) NOM. WIDTH PANELS IS 8 FT. (98 °). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (1201 DOORS IS 112 3/4° MAX. AND FOR 8 FT. HIGH (981 DOORS IS 88 3/4' MAX (MAX DLO HEIGHT = DOOR HEIGHT - 71/4°) 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (601 WIDE PANELS IS 55 7/15' MAX AND FOR 4 FT. (481 WIDE PANELS IS 43 7/18° MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 4 91161 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS. SEE SHEET 10 FOR DETAIL VIEW. )0(p OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL F C/L Pdi VW* Bazar POCKET MAX. HORIZ. DLO TYP., SEE NOTE 6 M T.. •, G t MAX. TYP., pXXXO OR 0)00(p 0)00(p OXO EXAMPLE OX -X0 90° OUTSIDE CORNER lA DIMPLE ELEVATIONS & CONFIGUPA770NDIMENSIONS ALUM. SLIDING GLASS DOOR, IMPACT Or ent earolbrO man ama swap I NTS 14 - 19 I � 44064 I I DLO, SEE NOTE 6 HT. E4 PROTAICT REVISED as computing with the Florida Coda Ac�ren ce Flo 07 —n r11.eg Expiration DotC4 L / . J Mu 4 ad Division PRODUCT AEAi. r Budding 'Cod:, ae conP'Y E Division Lures A. Turner, P.E PE #58201 Meehanlesl _1 IF I � I t F IG i I A 1H IA SEE NOTE 1 M S E 5 NOT 10RIZ. DLO .,.,,r a C == MAT= • • • • teRFIGURATION. • • • 0 • i • 14) or • • s EX orXO BY-PASS "• • •• •• •• xxp • • *WHY Y P • • •• R orp •••• • • VS BY -PA9S • 000 OXOBY- PAS • • p)010or0X5r•••• 0Xxoai)0(0 BY1jAS % ppj( X00 BY'PPISS • 0/0(o•XXO BY -PASS ° ° 'AO( BY pX10(or )004 OXX or )0I0 BY -PASS 0000 OXXO BY-PASS map or p)0053 p)000(or )0000 BY -PASS )000C BY-PASS pip 000XorX000 BY -PASS 00XXor)0 30 BY -PASS OXXX or )00(0 BY -PASS )000( BY -PASS p)000(or )000(p X000(BY -PASS Pip )00000(BY -PASS p)OOOc000W )0000000( OF FA • eo EX Roof Po PX FF • X aim • IW7 Nibs m M a•adaLC Omar I Of IOW .e ,4& O PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 6 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAILABLE IN 95 CORNER NA ✓ NA ✓ ✓ ✓ NA 2 2 NA NA NA NA NA MD00 DEGREE TO COMER LABELS ADD lFAi11PLECORNER9EYATON B ODMM A�WBB•. MiTN MOTE ADD NU DLO FORMA A 10 IMES Q AND 8 ADDHAMM TKO &HEFT Ono mike 1D - r POCKET MAX. HORIZ. DLO TYP., SEE NOTE 8 pX OR Xp MAX. HORIZ. DLO TYP., SEE NOTE 6 XO OR OX N170 TECHNOLOGY OH YE 311 NOHOW fLM P.O.BQX1878 NOHO & FL 3071 E 39114° TYP. Hf 12° 12° DLO HEIGHT = DOOR HEIGHT - 71/4° DLO WIDTH = NOM. PANEL WIDTH - 4 9/16° TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48°) NOM. WIDTH PANELS IS 10 FT. (1201. MAX HEIGHT FOR DOORS WITH UP TO 5 FT. (60°) NOM. WIDTH PANELS IS 8 FT. (98 °). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (1201 DOORS IS 112 3/4° MAX. AND FOR 8 FT. HIGH (981 DOORS IS 88 3/4' MAX (MAX DLO HEIGHT = DOOR HEIGHT - 71/4°) 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (601 WIDE PANELS IS 55 7/15' MAX AND FOR 4 FT. (481 WIDE PANELS IS 43 7/18° MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 4 91161 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS. SEE SHEET 10 FOR DETAIL VIEW. )0(p OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL F C/L Pdi VW* Bazar POCKET MAX. HORIZ. DLO TYP., SEE NOTE 6 M T.. •, G t MAX. TYP., pXXXO OR 0)00(p 0)00(p OXO EXAMPLE OX -X0 90° OUTSIDE CORNER lA DIMPLE ELEVATIONS & CONFIGUPA770NDIMENSIONS ALUM. SLIDING GLASS DOOR, IMPACT Or ent earolbrO man ama swap I NTS 14 - 19 I � 44064 I I DLO, SEE NOTE 6 HT. E4 PROTAICT REVISED as computing with the Florida Coda Ac�ren ce Flo 07 —n r11.eg Expiration DotC4 L / . J Mu 4 ad Division PRODUCT AEAi. r Budding 'Cod:, ae conP'Y E Division Lures A. Turner, P.E PE #58201 Meehanlesl Dr POCKET b m C I H � 4 = 11 A A� IH X. HORIZ. DLO ro arc metre a • • • • teRFIGURATION. • • • 0 • i • 14) or • • s EX orXO BY-PASS "• • •• •• •• xxp • • *WHY Y P • • •• R orp •••• • • VS BY -PA9S • 000 OXOBY- PAS • • p)010or0X5r•••• 0Xxoai)0(0 BY1jAS % ppj( X00 BY'PPISS • 0/0(o•XXO BY -PASS ° ° 'AO( BY pX10(or )004 OXX or )0I0 BY -PASS 0000 OXXO BY-PASS map or p)0053 p)000(or )0000 BY -PASS )000C BY-PASS pip 000XorX000 BY -PASS 00XXor)0 30 BY -PASS OXXX or )00(0 BY -PASS )000( BY -PASS p)000(or )000(p X000(BY -PASS Pip )00000(BY -PASS p)OOOc000W )0000000( OF FA • eo EX Roof Po PX FF • X aim • IW7 Nibs m M a•adaLC Omar I Of IOW .e ,4& O PANELS 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 5 6 8 8 TRACKS 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 4 4 4 4 4 3 3 3 4 4 AVAILABLE IN 95 CORNER NA ✓ NA ✓ ✓ ✓ NA 2 2 NA NA NA NA NA MD00 DEGREE TO COMER LABELS ADD lFAi11PLECORNER9EYATON B ODMM A�WBB•. MiTN MOTE ADD NU DLO FORMA A 10 IMES Q AND 8 ADDHAMM TKO &HEFT Ono mike 1D - r POCKET MAX. HORIZ. DLO TYP., SEE NOTE 8 pX OR Xp MAX. HORIZ. DLO TYP., SEE NOTE 6 XO OR OX N170 TECHNOLOGY OH YE 311 NOHOW fLM P.O.BQX1878 NOHO & FL 3071 E 39114° TYP. Hf 12° 12° DLO HEIGHT = DOOR HEIGHT - 71/4° DLO WIDTH = NOM. PANEL WIDTH - 4 9/16° TABLE 3. (LOWER CASE p REPRESENTS POCKET) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48°) NOM. WIDTH PANELS IS 10 FT. (1201. MAX HEIGHT FOR DOORS WITH UP TO 5 FT. (60°) NOM. WIDTH PANELS IS 8 FT. (98 °). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (1201 DOORS IS 112 3/4° MAX. AND FOR 8 FT. HIGH (981 DOORS IS 88 3/4' MAX (MAX DLO HEIGHT = DOOR HEIGHT - 71/4°) 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (601 WIDE PANELS IS 55 7/15' MAX AND FOR 4 FT. (481 WIDE PANELS IS 43 7/18° MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 4 91161 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS. SEE SHEET 10 FOR DETAIL VIEW. )0(p OR pXX FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL F C/L Pdi VW* Bazar POCKET MAX. HORIZ. DLO TYP., SEE NOTE 6 M T.. •, G t MAX. TYP., pXXXO OR 0)00(p 0)00(p OXO EXAMPLE OX -X0 90° OUTSIDE CORNER lA DIMPLE ELEVATIONS & CONFIGUPA770NDIMENSIONS ALUM. SLIDING GLASS DOOR, IMPACT Or ent earolbrO man ama swap I NTS 14 - 19 I � 44064 I I DLO, SEE NOTE 6 HT. E4 PROTAICT REVISED as computing with the Florida Coda Ac�ren ce Flo 07 —n r11.eg Expiration DotC4 L / . J Mu 4 ad Division PRODUCT AEAi. r Budding 'Cod:, ae conP'Y E Division Lures A. Turner, P.E PE #58201 Meehanlesl g••• • ZS • • • • •• • ki i' • • •iY .• • • • • y •. • S t j •• DS w WM wR WAMALE EAD BASE D-ON R S K L FC CF • • •• • • FIXED LOCKSTILE OPERABLE • LOCKSTILE • • • OPERABLE n ••.• • .• LOCKSTILE • :Ie L.H. INTERLOCK DOUBLE INTERLOCK DOUBLE INTERLOCK DOUBLE ASTRAGAL BASE INTERLOCK W/MALE ADD-ON FIXED LOCKSTILE FIXED LOCKSTILE LH. INTERLOCK L.H. INTERLOCK CORNER BASE STILE W /OUTSIDE CORNER RECEIVER STILE Ety— L1 • DOUBLE ▪ INTERLOCK L �— ASTRAGAL BASE — W/FEMALE ADD-ON .ur' i DO SI F L14d INTERLOCK 604 RIGHT HAND INTERLOCK DOUBLE INTERLOCK OPERABLE LOCKSTILE FIXED • LOCKSTILE DOUBLE INTERLOCK RH. INTERLOCK DOUBLE INTERLOCK ASTRAGAL BASE W/FEMALE ADD-ON OPERABLE LOCKSTILE ASTRAGAL BASE W/FEMALE ADD-ON CORNER BASE STILE W /OUTSIDE CORNER RECEIVER STILE tip FIXED LOCKSTILE Road*: DIIx FIC WW107 1•f6•7 ax FJL M anx F.IL 12/f&B7 •=.5:r bogs FJC WMBM4 Rnftlooc R Roillass tartl•sy. .I.t NOl7MMETNE SHEET NO CHANGE THIS SHEET NO CHAM2E THIS SHEET Oft LM LM RP PR FIXED LOCKSTILE LH. INTERLOCK RH. INTERLOCK FIXED LOCKSTILE I J U DC CD DA AD DQ QD AC CA W/O TECHNOLOGY DRIVE NOKOMIS, R 94276 P.0. 807( 1629 R 9!470 LH. INTERLOCK ASTRAGAL BASE W/MALE ADD-ON ASTRAGAL BASE W/MALE ADD-ON R.H. INTERLOCK DOUBLE INTERLOCK tip DOUBLE INTERLOCK OPERABLE LOCKSTILE ASTRAGAL BASE ASTRAGAL BASE W/FEMALE ADD-ON OPERABLE LOCKSTILE ASTRAGAL BASE W/FEMALE ADD-ON 731_ FIXED LOCKSTILE DOUBLE INTERLOCK CORNER BASE STILE W./OUTSIDE CORNER RECEIVER STILE CORNER BASE STILE WIOUTSIDE CORNER RECEIVER STILE A DOUBLE INTERLOCK DOUBLE INTERLOCK CORNER BASE STILE WANSIDE CORNER RECEIVER STILE CORNER BASE STILE WANSIDE CORNER RECEIVER STILE DOUBLE INTERLOCK DOUBLE INTERLOCK UI CORNER BASE STILE W/CORNER LOCK STILE CORNER BASE STILE W /CORNER LOCK STILE DOUBLE INTERLOCK FIXED LOCKSTILE CORNER SASE STILE WANSIDE CORNER RECFJVER STILE CORNER BASE STILE WANSIDE CORNER RECEIVER STILE FIXED LOCKSTILE Y Vtdbb Batrm PANEL TYPES us ALUM. SLIDING GLASS DOOR, IMPACT evesaliabb SGD790 ear mr NTS S s J nsWln 440' Res I INTERIOR (ALL CONFIGURATIONS) EXTERIOR PRODUCTRRVISED as complying with the Florida Building Cada Acceptance Na0, Gr /I • �i� agitation Dale Nov/ / / // pp� By tat (. (l a a —Ls. Miami D�adds[Product Central Division ?P.(HN'CT PJ :1' :F.V. F.D a., t.,:nTiY' Sr:Jt tts Florida Aaron =c: Na 'aData Lucas A. Tumor. P.E. PE 858201 UachanIcal • •••• • • • • •• • • • • • . • • • • • • • • • • •• •• • • • • • •• •• • • • ••• • • • • •••• EXTERIOR TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL 3.500° SEE NOTE ABOVE ASTRAGAL SIDE RAIL. OPTIONAL, AVAILABLE ALL ORIGINAL 2 -TRACK CONFIGURATIONS <=I EXTERIOR INTERIOR (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS NOTE REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS, ASTRAGAL SIDE RAIL PRODUCT REVISED worn . as orn with the Honda I:Wilding Code a No a grP;mvea Date � Bmumi Praduc`Cmnrift Division IMcnvcr 1Li'cNr'.V .o ax errst!vi::g 'v;th the Florida Bil:kiir@ Cotta Accepter. 4111111 - DY Miami Division Coning 4 f/?( FJC FJC F.K FJC fiehr S IVO7 Date 157807 Pristear O AEON= RENOSILL &TENDERPO&. MESSUTE Raft= H ADD Sill HT. TABLEANOPO•MVE DP REFERENCETO NOTE. Data 1271801 w 1M14 Revs Jl NO CHANGE ?HfS T Date N1805 1070 TECHNOLOGY DRIVE NOKFCSffi7S NOKOMIS, Pt 3027/ P v�bt B�sa, VERTICAL SECTIONS, ORIGINAL 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT Bedidllalt 8613730 1/2 • * r"4"4 6 a 19 4406-1 non I Lucas A. Turner. P.E. PE #SN201 Muc aNwl ASTRAGAL SIDE RAIL SEE NOTE ABOVE ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL <D EXTERIOR INTERIOR E TYP. VERTICAL SECTION SHOWING ONE (ALL SecnolvsE TYP VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL Wf SCREEN TWO ACTIVE PANELS W/ SCREEN ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL. HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. 76 t t7i gn hihe Pumice us v:�:i7+ `" m,t odc 6 AccepslO By � d ',pimp. control 0t PRODUCT RENEWED a complying Ndbr the geRdleB Code neapumco tam Expisalitm Nod* F.K. +ender FJc Raaaag FX EXPAND NNE MAGILL E)fIOWBPAb7AP ADDsLHT. TABLE AH73 FO97NEDPRt3 TODOM NOCHANDE iHWB>ezer Lp.m F.IC Dabs B+ILW t tNtBiD7 Dor 7 6/18/04 0 Haddam H ObassOHD dt LYe 1070 TEGHNOLIX7POHNE =ChM FL342?5 P.O. HOX 162? NOMOND9, FL BD7d IF2e Vesibb Better VERTICAL. SECTIONS, 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT eanWft leis met rim Res swan 1/2 17 19 44084 II Lucas A. Turner, P.E, PE nexot MeahanIcal •••• • • •••• • • • • • • • •• 0 0 ..• r- >Fi�sx_ "_ ASTRAGAL SIDE RAIL 2 713" SEE NOTE ABOVE OPTIONAL ON 3 OR 4 TRACK FRAME , S20 or S2) j_(S17 , EXTERIOR 11111 1111111 ® ASTRAGAL SIDE RAIL PR i i r - 111 p / ,Datc,q/g✓ -..7 I g tq,mnt 0362 Drvieiaa +\5 16, S19 or S OPTIONAL ON 3 OR 4 TRACK FRAME EXTERIOR INTERIOR TYP. VERTICAL SECTION SHOWING (ALL SECTIONS) ✓ TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK 3.500° SEE NOTE ABOVE NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. PRODUCT 1ZENEwED as co mpiyt„n wilt the Fonda Building Code Acceptence Na. D BY Miami 5,... Product Co Division ;f) /rl8' Z o14 INned Sp PJC Rout Dy: F.K FJL Daaoily FJC bake 571AV Dee Odc tmYYS•7 Does El/1W04 HMS= 0 Hbddaa: H Reddaa: Ol•dadeF J1 04.4010 N O T E MO BI L EXT ENDER NOTA77ONS ADO SILL H7. TARIM AHD DON YE VP REFERENCED, NO E NO CHANGE DIMSHEET Das 4#15135 tom 7ECHNOt0GYORME NOKQMIS, FL 84275 P.a BOX W M Named. FL 84274 Pc�T V4iMy Better VERTICAL SECTIONS, 3 & 4 TRACK T ALUM. SLIDING GLASS DOOR, IMPACT eeta•cdt m u, rt.; SOn730 1/2 6 d 19 r ftm' 4406 -1 I I Lucas A. Tumor, P.E. PE 458201 Mechanical 3, 58, 59, 80 or 69 8, 66, 67, 68 or 71 ITEM 88 SHOWN O CAL P AND ANEL� V II Al 1 0 i l l glilli(Ih�•' `�' EXISTING STRUCTURE a •••• • • • • • • • • •• • • • • • • • • • • ••• - • • • SECT. A-A FIXED STILE AT JAMB (OUTSIDE) LOCATED AT VERTI CENTER, IT FROM TO BOTTOM OF FIXED P (3) REQ'D ITEM S24 SHOWN SECT. B -B DOUBLE & SINGLE INTERLOCK SECT. C-C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) INTERLOCK REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 ITEM 88 SHOWN C8 , 86, 67, 68or71 ITEM S24 SHOWN S18 S21 or S24 SECT. D -D MOVABLE INTERLOCK AT P -HOOK ASTRAGAL REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET3 SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECTIONS) EXTERIOR s PRODUCT � � Florida Building Coele No X12 /W Expiration Date ZGO� By( SG,a – mkt Lai nad duA Control Di nton EROi1UC "RT:."."iWET) as ca.: �: >'s wiith t'.+e Florida A:t~nu N a t�l lL &c@f ff 7! E�rsvro Dat 201 Mnt� 34Vor 0F FJC Rend Br FJC nes.4BF FJC lassosx FJC 1H171 Mee 10/1897 Oats 1PJ1097 8/18/04 0 Wean H ,rte L9.de1Bf J.. NO CHANGE THU SHEET CLARIFY OP TABLE REFERENCE FOR SECTIONS 118AND ROCHANOE THIS WET Mix 45 9070 TECHNOLOGY OHNE HdcOMW, R 34278 PJl BOX 1529 NOKOMI8, FL 34274 PST V&1,l� Better HORIZONTAL SECTIONS tnn ALUM. SLIDING GLASS DOOR, IMPACT adadbla 790 1/2 I 9 of 19 4408 -1 nes 1 Lucas A. Ttenet, RE. PE 008201 Mechaabel •• • • • • •• • • • •• •• • • • • • •• • •• • • • ••• ••• • • • •• Q LOCATED AT VERTICAL CENTER, 1? FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D ITEM 88 SHOWN 8, 66, 67, 68or71 ITEM S24 SHOWN (18,S2 S24 ASTRAGAL REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 --11-0.41411.11-51— SECT. F —F MOVABLE TO FIXED ASTRAGAL (INSIDE) SECT. G—G FIXED STILE AT JAMB (INSIDE) INTERLOCK REINFORCEMENTS REQ'D W/ USE OF TABLE 1, SHEET 3 SECT. H —H DOUBLE & SINGLE INTERLOCK (OX) FIXED — FIXED CONFIGURATION DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) ITEM 88 SHOWN 8, 66, 67, 68or71 ITEM S24 SHOWN 18,521 or S24 INTERLOCK REINFORCEMS REO'D W/ USE OF TABLE 1, SHEET 3 INTERIOR (ALL SECTIONS) EXTERIOR as PRODUCT Y with r, Building complying C� E v ra1�n Dale .4rov�y 2« I l 1..�., .\.. � Canuol fly Mi °Nuke SECT. rr MOVABLE STILE AT JAMB (OUTSIDE) 3•-144 ?r 191,m Rea09y. FJC lbssol BF FJC Read OF FJC FJc Doc 9a4807 Dme 9901307 Das 5/7$814 Rainbow 0 Rabbet amo{atl61c J.J. NO CHANGE 91&48REET 10707Ei"J6YdWORM OwaFrcwrAmE REFERENCE F095E0710 9FF, 11HS FD®1ITERtoac NOKIA= FL 34275 NO f0L1RliE11 980037 P.o. BQX 1629 NOKOMIS, 8.31774 44605 HORIZONTAL SECTIONS CONTINUED Tt ALUM. SLIDING GLASS DOOR, IMPACT SGD730 sem Imo 112 1 10 m 19 raft*. 4406-1 Res 1 Lucas A. Toner, P.E. PE 068201 Mechanical • • • • • • • • • • • • • • • • 3, 58, 59, 60 or 69 .••• / • •, • • • • •/•• • I • • • 0• • Si • • •• •• • • AIF•Q'D W/ USE OF TABLES 1 AND 2, SHEET 3 SECTION SCALE: 1/2 • • • EXTERIOR REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 INTERIOR DETAIL J - TYPICAL INSIDE 90° CORNER SECTION REINF. REQ'D W/ USE OF TABLES 1 AND 2, SHEET 3 EXTERIOR .125 O � 80 - PANEL CORNER BASE STILE MAT'L: 6063 -T8 DWG# 4433 REINF. REQ'D W/ USE 0 TABLES 1 AND 2, SHT. 3 INTERIOR 1.700 3, 58, 60 or 69 DETAIL K - TYPICAL OUTSIDE 90° CORNER SECTION 1.700 .039 .125 EXTRUSION SCALE: 1/4 1-� 3.499 81 - PANEL CORNER RECEIVER STILE MAIL: 8063 -T8 DWG# 4433 2.502 1.700 82 - PANEL CORNER LOCK STILE MAIL: 6063 -T6 DWG# 4433 as comp REVISED isa c°dc /i7 5 fL0 Expiso Data i- F So BY "Omni n • p° NC :_L I r EXTERIOR !I 1 EXAMPLE INSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO BY -PASS SHOWN) INTERIOR SEE DETAIL J ABOVE SILL WIDTH 2 TRACK = 4.222" 3 TRACK = 6.130" 4 TRACK = 8.036° SEE DETAIL K ABOVE EXTERIOR EXAMPLE OUTSIDE 90° CORNER PLAN (4) PANEL BY (4) PANEL DOOR (BY -PASS TO POCKET SHOWN) INTERIOR PLAN SCALE: NONE IWO* Mc Fx •fnW frrfy: ors AIL WNW Reeder ore Fx amp FJC 31800 era 0 odrz• X NotOlono me !.L CORRECT CORNER PAR1V NUISB1 SHOW071EI IT ADD ar COWER RELVFORCE3ENT NOTE CHNIGEM0 SHEET Oar 4 1070 TECHNOLOGY DRAM NO K01400 140 R31P71 P.O.r. PL 4273 EGT vwb(r Berm. CORNER DOOR, SECTIONS AND EXTRUSIONS eee ALUM. SLIDING GLASS DOOR, IMPACT 1w�so& n. M r ed� � is ee 9 790 11/7 111 « 18 I 1406-1 I , ROnucr rsmw,'!Ef as compiling with Lb. nand* SnitdEag Cudt Ac4CPtc am t ' • - Division Control j � /f./rr Lam A. Tumor. P.E. PE 180201 biochemical ITEM DWG# PG7 # DESCRIPTION ITEMM DWG# PGT # (DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD 41 D 7/16 LAMINATED GLASS - 3116HS EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3 /18HS INT. 2 4388 7P4386 SILUHEAD WEATHER STRIPPING PAD • X303 • 4391 64303 ORIGINAL FRAME, SILL 42 E 1 1/18 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16A EXT. +.090 DUPONT BUTACITE OR SAFLEYIKEEPSAFE MAXIMUM INTERLAYER +3 116HS INT. • 64361 ORIGINAL FRAME, 3.500 SILL ADD ON 1 • • 61244 • "" • ADAPTER, FIXED PANEL 6 4345 64315 • • THRESHOLD COVER 43 F 1 1/16 LAMI I.G. GLASS, 3/18 TEMP - 7/18 AIR SPACE - 3/16HS EXT. +.090 DUPONT BUTACITE OR SAFLE)QKEEPSAFE MAXIMUM 9 INT. • 7:, • •49$5 71184 • HEAVY IDIPTY 4 HOLE BUMP STOP 8 4304 612249 • • • ORIGINAL FRAME, JAMB 9 • 1155 -1 781 PC IR - - - #8 X 1" LG. S. STL. QUAD/PHIL PAN HEAD 44 DOW DOW CORNING ORNING 8 8999, , 995 GLAZING SILICONE OR EQUIV. 19 •4806 812249• • • • • PANEL SIDE RAIL 46 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) VINYL BULB WEATHERSTRIP (THIN) 6 11 • ‘126% DOUBLE INTERLOCK 47 1225 6TP248 12 4399 64399 • a • • INTERLOCK 49 4324 6534601 7/18" LAMI GLAZING BEAD S' JS 430 64398 • ASTRAGAL BASE 4395 64395 1 1/16" LAMI I.G. GLAZING BEAD 14 4980 64380 • • • • FEMALE ADD-ON 52 1287 71267N SETTING BLOCKS 1" X 1/2" X1/8" THICK 15 • 4381 64381. MALE ADD-ON 53 749 7BRK71425 REINFORCEMENT SPRING CLIP 16 4305A 64305 • • • 644031" 7OP & BOTTOM RAIL P -HOOK FOR POCKET DOORS 54 4356 74358A FIXED PANEL ANGLE BRACKET 3? 4403A 55 A 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT SENTRYGLAS PLUS TNT 48 43611 64382• • • • • FIXED PANEL CLIP 1% • j235 67S16% • WSTP .170 X270 BACK, FIN SEAL G 9/18 LAMINATE GLA P D GLASS -1 /4HS E)Ci +.090 DUPONT SENTRYGLAS PLU TERLA PLUS INTERLAYER+1/4HS INT. 90 4399 673930 WSTP .400 X270 BACK, FIN SEAL 21 •" 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. SR. TYPE F 57 4375 64375 9/16" LAMI GLAZING BEAD 22 71420X114SHCSF 1/4-20 X1.25 LG_ SHCS S. STL. 58 4407 64407 FRAME, 3 TRACK SILL 23 71032X1 FPFX #10.32 X1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 59 4408 64408 FRAME, 2 TRACK SILL 60 4409 64409 FRAME, 2 TRACK SILL PRODUCT REVISED as ennPniyiog with the Markle ° / c� asiklins A, gxpirefionl�aze ' ,/ -4 / Division 24 70834X 48 X3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW 81 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER 82 4411 64411 FRAME, 3.500 SILL ADAPTER 25 78)G8PPT 48 X3/8 LONG PHILLIPS PAN HEAD TEK 63 4412 84412 FRAME, 4 TRACK HEAD 26 71032INSERT 10-32 ALUMIN THREADED INSERT 64 4413 64413 FRAME, 3 TRACK HEAD 27 4357 64357M ALUM. REINFORCEMENT .500X1.500 65 4414 64414 FRAME. 2 TRACK HEAD 28 4388 MOVNG/FDED INTERLOCK END PLUG 68 4415 64415 FRAME, 4 TRACK JAMB 29 4387 44387 ASTRAGAL BASE END PLUG 67 4416 64416 FRAME, 3 TRACK JAMB 30 4389 44389N LOCKSTILE END PLUG 68 4417 84417 FRAME, 2 TRACK JAMB 31 4392 701 1 MD(BSW) TOP RIGHT STICKER COVER 69 4442 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL 32 4392 7XX0L4MD(BSW) BOTTOM RIGHT STICKER COVER 70 4441 84441 FRAME, 2 TRACK HEAD W/ SCREEN RAIL 33 4392 7)OOGMD(BSW) TOP LEFT STICKER COVER 71 4443 64443 FRAME, 2 TRACK JAMB W/ SCREEN RAIL 34 4392 7)002MD(BSW) BOTTOM LEFT STICKER COVER 80 4433 84433 PANEL CORNER, BASE STILE PRODUCT RENEWED as complyirs wits the Florida &Wing Coda p occgtsscall o .1 � ? . •° • s ' .1'~7�TW 7 ^. g j g y X14 35 1049 71049 TANDEM ROLLER 81 4434 84434 PANEL CORNER, RECEIVER STILE (FEMALE) 36 1638 72048 W,K,S 3/4" HOLE PLUG 82 4435 64435 PANEL CORNER, LOCK STILE (MALE) 37 780/34050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2)48 -32 X1 3/4" COLOR MATCHED HANDLE BASE SCREWS 81 4317 612256 'SCREEN, TOP RAIL S4 4318 612257 SCREEN, BOTTOM RAIL S7 4319 612258 SCREEN, SIDE RAIL S11 4320 1612259 SCREEN, MEETING RAIL 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2)48-32 X1 3/4" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH $KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER S13 4428 64428 SCREEN, DOUBLE INTERLOCK S14 4344 84344 SCREEN, ASTRAGAL S15 4384 64384 SCREEN, ASTRAGAL ADAPTER Mimi Pa oci Control DIviRin S16 4418 84418 SCREEN, 3 TRACK SILL 517 4419 64419 SCREEN, 3 TRACK HEAD S18 4420 64420 SCREEN, 3 TRACK JAMB ...7:--- ,,s,..„'`" 3 4t %1f A Turner, PE. PE #58201 519 4421 84421 SCREEN, 2 TRACK SILL S20 4422 64422 SCREEN, 2 TRACK HEAD 39 B 7/18 LAMINATED GLASS - 3/16HS EXT. +.090 DUPONT SENTRYGLAS PLUS INTERLAYER +3 /18HS INT. 521 4423 64423 SCREEN, 2 TRACK JAMB S22 4424 64424 SCREEN, 1 TRACK SILL 40 C 7/16 LAMINATED GLASS - 3/18A EXT. +.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER +3 /16HS INT. S23 4425 64425 SCREEN, 1 TRACK - READ 524 4428 64426 SCREEN, 1 TRACK JAMB 14'141 ell is ANNEALED /i@47ST 07FENED0ROS;REdle40MOlg. M E M OR4NCE rmo TECHNOLOGY DRIVE + R P.O SQX16� NOXOM�FLSIffp VCSI Betmr owolws PARTS LIST m , EXTANT. MASS, O x,441. x 54 , te ALUM. SLIDING GLASS DOOR, IMPACT NOMANtET1>$ Er arm raaeare m,sr taeeetr Sao NTS 12 re 18 4408.1 I • • • • • • • • • • • • • • • • •• .97,•• 1'ORIGINAL FRAME HEAD 3 - ORIGINAL FRAME SILL MAIL: 8063 -T5 DWG# 4303 • MATL: 85 3 • • • • • DWG# 4,1011 • • • • • • • • • • • 5.357 • • • • • •• r •••• �1 J � 1235 ••f ••• • i • ••078 • •• • • • • • 8 - • O • RIGINAL FRAME JAMB • • • . MATL: 8083 -T5 DWG# 4304 .082 1.428 5.177 .188 14 - FEMALE ADD-ON MATL: 6083 -T5 DWG# 4380 1.993 r 1.045 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAIL: 6083 -T5 DWG# 4317 1.819 1.045 �5 .078 -.1 10 - PANEL SIDE RAIL MATL: 6063 -T5 DWG# 4308 1.700 5.177 -.1 F 2.757 r- 15 - MALE ADD-ON MAT'L: 8083 -T5 DWG# 4381 1.993 .062 S4 - SCREEN BOTTOM RAIL (SCREEN FRAME) MAIL: 6063-T5 DWG# 4318 4 - ORIGINAL ADD ON SILL MATT-: 8083 -T5 DWG# 4361 r-{ 2.376 1 1 I I WALLS VARY FROM .080 1.644 IP -__ TO 250 •082 190 11+- 3.500 i 1.500 .062 S7 - SCREEN SIDE RAIL (SCREEN FRAME) MATL: 6083 -T5 DWG# 4319 11- DOUBLE INTERLOCK MATL: 8083HS -T6 DWG# 4383 --� 1.670 16- TOP & BOTT. RAIL MAIL: 6083 -T5 DWG# 4305A 1.935 M .109 2,591 I .800 .082 .421 5 - ADAPTER, FIXED PANEL MAIL: 6063 -T5 DWG# 4314 1.874 WALLS VARY FROM .080 TO.125 18 - FIXED PANEL CUP MAIL: 6083 -T5 DWG# 4382 -1 1342n 1.019 r 1.305 1.872 .050 S14 - SCREEN ASTRAGAL 1.019 082 , MATL: 4�344� SI 1 - SCREEN MEETING RAIL 1.872 (SCREEN FRAME) 9 - 1 MAIL: 8063 -T5 .082 -4 II 1.872 DWG# 4320 - 1 1.4231-+- - S13 - SCREEN DOUBLE INTERLOCK (SCREEN FRAME) MAIL: 6063 -75 DWG# 4328 1.986 1.087' .062 -+-1 -. .557 6 - THRESHOLD COVER MAIL: 6063 -T5 DWG# 4315 2.961 WALLS VARY £L_r FROM .080 TO -I.- 12 - INTERLOCK MATL: 6083HS -T6 DWG# 4399 27 - ALUM. REINF. MAIL: 6005 -T5 DWG# 4357 + .083 2.272 L S15- SCREEN ASTRAGAL ADAPTER MATL: 8063 -T5 DWG# 4384 17 - P -HOOK MAIL: 6063 -T6 DWG# 4403A 2.875 2.700 2.961 13- ASTRAGAL BASE MAIL: 6083 -T8 DWG# 4398 PRODUCT REVISED as complying tvfh the Florida Balding cod. Armaptanec No Expiration > °7 a. 0 By Miami Control " Division ?RODUCI'RI: F ascomp).3 with Me Buitdeig Cv-ao Accepte=0 No Expiration Dere .125 *ware• FX AK *adex FX FdG Oat* SMMt7 1a1•7 Dabs 198397 Add W1&D4 r • * t loa* H Reakloar a+samex dal ADO ITEM le 01/FRALL DOREN81471t IW CHIME DO SKEET NO CHANGE 7108 SHEET Oars 4M eg WM TECHNOLOGY DRIVE Ada 31275 P.O. BBX15 NW!OIB& FL 34274 P c �T Vts161y &uer EXTRUSIONS Tir ALUM. SLIDING GLASS DOOR, IMPACT 8GD73o I IVES I 3.119 I a."* 9408 -1 Luca A. Tumor. P.E PE 1188201 Mechanical • • • • • • • • • • • • •• • • • ••• • • •• • • • • •• • • • • • • •• • • • • • •• • • • • • • • • •••• • • •••• • •• • • • • • • •• • • • •••• • • • • • • • • • • • • .078 - • • • 63 - 4 TRACK HEAD MATL: 6063 -T6 DWG# 4412 r --- 4222 -LJ 1 Q .078 -- -'.-�+- 68 - 2 TRACK JAMB MATL: 6063 -T6 DWG# 4417 n 2548 r -- 1.619 1.6 .078 S21 - SCREEN 2 TRACK FRAME JAMB MATL: 6083-T8 DWG# 4423 en - FX 8.038 Agp 8'1$04 di. MEW .078 ---- 2625 58 - 4 TRACK SILL MATL: 6083.76 DWG#'4407 • • • 8.038 .• l a�� n on n en I�SIr x 6.130 ••• 1 .818 1235 1W1107 M OOCINDIi@' MIS MEET •rr fart!, 10106W N AnonnuirmstooRcassu NOOMMGE=SHEET S16 - SCREEN 3 TRACK FRAME SILL MAIL: 8083 -T6 DWG# 4418 re- 5.505 -11 pa JL nn on S22- SCREEN 1 TRACK FRAME SILL MATL: 6083 -T6 DWG# 4424 1.619 .078 70 - FRAME, 2 TRACK HEAD WI SCR-EL RAIL MATL: 6063 -T6 DWG# 4441 .078 --a+- 64 - 3 TRACK HEAD MATL: 6063 - DWG# 4413 6.130 078 - ►I J � �-- 59 - 3 TRACK SILL MATT.: 6083 -T6 DWG# 4408 1.819 r [L 1.619 Lr II 3.810 .078 --+� .--- S17- SCREEN 3 TRACK FRAME HEAD MATL: 6063 -T6 DWG# 4419 L1 1.283r- 4 .078 S23- SCREEN 1 TRACK FRAME HEAD MATL: 6083 -T8 DWG# 4425 2.625 4.222 ---►j .076 -+lIf 1.819 65 - 2 TRACK HEAD MATL: 6083-T6 DWG# 4414 .Lr 3.810 .078 �u S18 - SCREEN 3 TRACK FRAME JAMB MAIL: 6083 -T0 DWG# 4420 n 1.2831+ 1.619 - .078 1 J J S24 - SCREEN 1 TRACK FRAME JAMB MATL: 6083 -T6 DWG# 4428 r- 5.505 -1_1 1235 .078 - -ti=- 71 - FRAME, 2 TRACK JAMB W/ SCREEII RAIL MATL: 6063 -T6 DWG# 4443 4.222 --r{ 1070 7110021.00Y DRIVE pr '10X010.9,.0WWI P.O. BOX 1629 N0110164 a St2T4 V6ibb Bayer .078 60 - 2 TRACK SILL MAIL: 8063 -T6 DWG# 4409 r 2825 .078 2.713 81 - STANDARD SILL RISER MATL: 6083 -T8 DWG# 4410 8.038 -1 � - 8.130 --1 • 1.235 ,, 1235 T .078 -- .- 11 •••• - .078 -- �+r� -- 66 - 4 TRACK JAMB MATL: 6063 -T6 DWG# 4415 2.546 1 4 .810 .078 - 2.546 1.819 f D .078 S20 - SCREEN 2 TRACK FRAME HEAD S19- SCREEN 2 TRACK FRAME SILL MATL: 6063 -T6 MAIL: 6063 -T6 DWG# 4421 DWG# 4422 27 - ALUM. REINF. MATL: 6005 -T5 1 DWG# 4357 r .078 �1 69 - FRAME, 2 TRACK SILL W/ SCREEN RAIL MATL: 8083 -T8 DWG# 4442 EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, IMPACT *Mt NTS INA 14 s 18 r- .500 4406 -1 .494 -- • - 1 �+-- n� 87 - 3 TRACK JAMB MATL: 6063 -T6 DWG# 4416 M eng 1:10 DUvtsing 3.500 .078 T 'l 62 - 3.50° S LL RISER MATL: 6063-T6 DWG# 4411 PRODUCT tI•; SCD as complying u fie F1ofl' Cask ACceptaaceNom.sr Fspiattiao Esau es c , trn �p - s� veltbC Flo B uEtua,, C ,:b Acss 1 ar :P`r 4 - ' R, oil ea Pinsuctaxgroi weami 34( /'r Lucas A. Turner, P.E. PE #E1201 Nechanlcal g £TRAOAL OR INTERLOCK ' (1) 0_ (2) ' ANCHOR ANCHORS , PER LOC. K V1 PER LOC. , @ P -HOOK 0 c JAMB a • • •• • • •• • • • • •• • • • • • ••• ••• • • • • • • • • • • •• •• • • • • • •• • •• • • • ••• •••• • • •••• • • • • • • • • • • NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1. APPROVED ANCHOR TYPES: 1,1/4" ELCO TAPCON 2,1/4" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. P-HOOK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTOM •4NCHOR TO BE 2° MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19. A 6. MN( 98" I-UGH DOORS W/ PANELS UP TO 48" WIDE (TABLES 1 AND Z SHEET 3) AND 120° HIGH DOORS W/ PANELS UP TO 48° WIDE (TABLE 1, SHEET 3). HEAD & SILL.. 8 114° MAX. FROM FRAME CORNERS AND 18 3/8° MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 18. i .ITC. 98° HIGH DOORS W/ PANELS UP TO 60° WIDE (TABLE 1, SHEET 3). RTAD & SILL.. 81/4" MAX. FROM FRAME CORNER$ AND 2213/16° MAX. 0,0. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER • • WINE. FROM TABLE 3, SHEET 16. • IBS AND P -HOOKS ANCHORAGE ALL DOORS. 8° MAX FROM BOTTOM AND 26° MAX. O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3. SHEET 16. • �CHORS PER PANEL° ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK. ASTRAGAL CL •••• 3 " MIN. TYP. • INTERLOCK CL •• • •• • • • • EXAMPLES OF HEAD AND SILL ANCHORAGE, STRAIGHT AND 90° CORNER DOOR 'A' DIM. 8 3118° —•- MAX. -� O.C. MAX. (2) ® TYP. ANCHORS SEE 90°CORNER& DETAIL A @ HEAD & SILL i DETAIL B DETAIL C INTERLOCK 3° MIN. INTERIOR -- �{ 8 3/18" MAX a 0 -�— TYP. 'A' DIM. 1 MAX P-HOOK O.C. PER NOTE 5. 1 1/2" MIN. TYP. 'A' DIM. MAX. O.C. -I 8 1/4° 'A' DIM. MAX O.C. 'A' DIM. MAX O.C.+ MAX O.C. EXAMPLE 2 FROM TABLE 3, SHT. 16 (C8 +2)6, (8) ANCHOR CLUSTER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) 8 1/4" ® SEE _I ® SEE MAx— DETAIL B DETAIL C TYP MAX L A' DIM. MAX. I+— o.c. 1 1/2" MIN. TYP. + 3° MIN. TYP. 'A DIM. —�1 MAX. I O.C. A' DIM. 'AThIM. 'A' DIM. 81/4" MAX. -*— MAX. -+ MAX. MAX. O.C- O.C. O.C. TYP. EXAMPLE 1 FROM TABLE 3, SHT. 8 (C8+4)1t (8) ANCHOR CLUSTER PLUS (4) ANCHORS PER PANEL (SEE NOTE 8 & EXAMPLE ANCHOR PLAN ABOVE) MAX. JAMB O C. PER NOTE 5. 8 "MAX TYP. HEAD AND SILL MAX. ANCHOR SPACING NOM. PANEL WIDTH 'A DIM. <48" WIDE 16 318° >48" WIDE 2013/16" B 3 -444 4.4-1 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE CORNER W/ C8 CLUSTER CORNER W! 08 CLUSTER CORNER W/ C8 CLUSTER EXAMPLE CORNER CLUSTERS oDucrWn flood. I 1 re C H • "" -' A fsPitenen °°• 139 s w pion 'RODUCT R sN?.WHb ae a rrAyl•r3 wit'ldo Melia da".dt-�Cr_�o Acc7'uaca da I� O g I xarci °n Wu morra - r. Product Central INTERIOR EXTERIOR 06 34I /rte MAMBA Fx FX PAC COtwEITPMAPLES mMUM AD ECREE CORNERAFPlMATI01! VIVO? • REVMEN0168a4,,a5.1AADaP4wcANfiORSPAG'dto Zan- 1A'M07 H CLAW( COAXER AS7RAGALANCHORAGE 12H307 I CLARIFY CORNER MUSTERS REASDA/mpNHRSNOTESa 4d& OH. Ciudad , Lac J1 4MM7a 10707sM LOGI E AbYG»W FL31270 P.O.agxw Nov* OK FL 34274 PST Vitsab/,7 Berms ANCHORAGE, SPACING 1m ALUM. SUDING GLASS DOOR, IMPACT 8[730 t°r SW* to ayaa. 1/8 15 d 18 I 44064 Aar 1 Leine A. Turner, P.E. PE A68207 Neabanmel 4 • • • • • • • • •• • • • • •••• •• • • • • •• •• • • •• • • • • ••• •••• • • • • • • • • • ANCHORAGE .. ' _ _ : o . o • • • ... ®TABLE 3.1 1 FOR USE WITH DP TABLE 2, SHEET 3 1 d `3'a REINF. NOT REQ'D IN STRAIGHT INTERLOCKS AND ASTRAGALS. SEE EXCEPTION NOTE 3. GLASS TYPE NOTAVAUABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE JAMB B 9 04 9 w 9 OL 9 8 8 LO L 04 0f:1 OL OL oL 01. 12 I 12 c,a,muuu 2,CONC CONC 1 FOR USE WITH DP TABLE 1, SHEET 3 1 0 ' `V YES, REINF. RE01'D IN INTERLOCKS, ASTRAGALS, AND 90 CORNERS y00Dvv 41 47 av sr sr 47 41 in in at et in L) Ul 41 1010 ) 03 CD CO mnn CONCva M ug it) r41 avLn43 43 1,CONC sr sr sr mo )O41 as V Q 4) 4) sr sr 47 43 u)u) RvR )N 40 LD tq 10 0/ JAMB Z3MOOD 4 ° 42 OL 9 OL_1 01. OL I CO CO 07 CO 01. 01, OL 1 OL CO j CO CO 01 01. 04 OL 03 OL 0L 01 I CO CO CO 04 OL CO 9 OL CO B 04! 04 01 o _ A OL 2,CONC a) al 01. 1 9 OL' I 04 w w 01. 0L 1 oi 1 al oL I at. 0 01 a— 01. 9 ! oL l a4� OLI 01 ) co r 9 0 co i 1,CONC 40 4° 01 a at. 01. 0L 101 03 CO 03 03 01. 01 1 01 01. 01. 01. 0 oL 9 04 OL OL 04 OL 01 OL 01 ZL 04 OL ZL 04 OL OL ZL _ZL Z L ZL c,a,TVVVU Z+40 Z +40 Z +40 Z +qO 1 Z +40 Z+40 Z +4o Z440 Z +40 Z +40 z +,o I z va z +t0 z +t o zoo l __ISO_ 4+43 4 +40 L+90 4 +40 4 +to 4 +170 U 1 4+90 17+90 4 +170 g 17 +170 4 +r0 14� 17+97 17+40 r v ; g v a g g v U 1 4 +9J 2,CONC Z +40 Z +170 Z +40 Z +40 Z +qO Z+43 Z +170 Z +40 Z +40 Z +40 Z +40 Z +40 zoo Z +40 1 Z +3 Z +,3 I v+to 4 +170 4 +43 q +40 q +170 4 +40 17 +170 q +170 v 17+90 4 +40 4 +40 Y 17+90 4+90 Yr 4 +90 q +90 F4-1 sr 4 +170 4 +10 4 +40 4 +90 4 +90 4 +90 0:: ea A 1 i ra+ is { S 1 4 +90 1,CONC / Z +qO Z+� Z +170 Z +170 Z ±� -- Z +40 Z +40 Z +40 Z +170 Z +90 L_? +9a 1 Z +90 +90 Z+90 Z +90 Z +90 Z +90 1 Z +90 I Eon Z +93 Z +90 Z +90 Z +8o 1 4+90 4+93 4 +40 1 + 1 4+90 4+90 Z+010 4+80 4 +90 q +90 4 +g3 J q +90 4 +B0 17 +90 4 +90 I 17 +90 F940 1 4+OL0 9 +93 9 +90 `, 3 9 +90 GLASS TYPE < 030210INI32I I ANCHOR TYPE & SUBSTRATE '1H Y HMIM HOOD "I3NVd 'PION p QQgggggggggggr� gg O§ § §§§§§ §§§ § §§§§ $g$$g$":- $g$$g$ZI$ x x $ § O N M gg o� x d) a �j�j ��ES �S� ggg$g gg 25 c'525� �5 g x V tr 22QQgggggggg SAS �J W g23g x tD fUroi FJ FJ FJ FJ FJ F I 1 116 11311 REVS TABLE T. SELECT CLUSTERS ETOM G1PAalTADUSTS( ANCHORAGE TABLE '•` OIL IMPACT ALUM. SLIDING GLASS DO NOCHANOET7 WEE.' 1010 )Eddi'OLIXdYORNE R YEXAWE 1ANO2 FOR SN1. 15 RE'GROUPGIA88 TYPES. MODIFY TABLE PA OQX 1528 a REVSENO7E2AN)ADDNOTEB. •m 1 ^ v+ r I MrS 116 d 19 c'""s4 4406-1 I • • • • • • • • •• • • • • •••• •• • • • • •• •• • • •• • • • • ••• •••• • • • • • • • • • • • • • • • • • • • • •f1•••• • • • 2.823° MIN. Q.C. DISTANCE (MIN. 3 KSI •••• • • • CONCRETE). • • • • • C ,• �s . • • • • 1 x % OOD BUCK .---.r • • • NOTE 2 • • • • • • •• • • • • •• •• • • • • • •• • • • • • • ••• ••••• • • •••• • • •• • • •••• • • CONCRETE ANCHOR, ••• NOTE1 • • •••• • •• • •lx WpOD BUCK NOTE 2 CONCRETE ANCHOR, NOTE 1 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 1x WOOD BUCK NOTE 2 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ Re:angle One FJC WIW7 F1C iWf0D7 Nmdex tlen EH 1218.7 Qum:9^ enns FJC 818'04 (MIN. 3 KSI CONCRETE) (MIN. 3 KSI CONCRETE);' (MIN. 3 KSI CONCRETE); 2.823° MIN O.C. DIST. 1x WOOD BUCK NOTE2 SCREEN ATTACHMENT TO BE APPPROVED BY AHJ CONCRETE ANCHOR, NOTE 1 CONCRETE ANCHOR, NOTE 1 NO CHANGE WSSHEET 1 3/4° MIN. E.D. CAMPY NOIEZANDMJNOTATION8 NOTE 1 1/4" MAX. SHIM 1 3/4° MIN. E.D. TYP. NOTE 1 AODELt OHLAN®BOVEIHYATTA1 WENT NOTATION EXTERIOR INTERIOR (ALL SECTIONS) 1/4° j SHIM MAX. 1/4" MAX. SCREEN SHIM FRAME NOTE 1 1/4" MAX. SHIM SCREEN FRAME NOTE 1 1 1/4" MAX. SHIM 1670 TEGMHCLOGY DRIVE NOKCH48, R.34278 P.O.80x1Q3 NOM= Fl. 84274 2x WOOD NOTE 2 NOTES: 1, MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 1 3/4' FOR HEAD, (SHTS 17 SILL AND JAMB AND 1° FOR P-HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN THRU 19 MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS (MIN. 1 3/8° EMBED.) OR 1/4" ELCO SS4 CRETE -FLEX (1 3/4" MIN. EMBED.). FLAT HEADS TO BE #12 TRIMFIT TYPE. 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 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY QTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM $RALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON SHEETS 17,18 AND 19 FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 15 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO WHICH THE FASTNER IS EMBEDED. 5. FOR WOOD APPLICATIONS ELCO 1/4" SS4 CRETE -FLEX ANCHORS WITH #12 TRIMFIT HEADS MAY BE USED INSTEAD OF #12 STEEL (G5) SCREWS. SEE SHTS. 15 AND 18. 1" MIN. EDGE DISTANCE FOR WOOD FASTENERS. 2x WOOD NOTE 2 1 3/8° MIN. WOOD ANCHOR NOTE 5 1/4" MAX. SHIM WOOD ANCHOR, SEE NOTE 6 2 -TRACK FRAME HEAD INSTALLATIONS .823" MIN 1 3/4" MIN. E.D., TYP. O.C. DIST. 3 -TRACK FRAME HEAD INSTALLATIONS 2.823° MIN. 1 314" MIN. O.C. DIST. E.D. TYP. SCREEN FRAME 4 -TRACK FRAME HEAD INSTALLATIONS WOOD ANCHOR NOTE 5 2x WOOD NOTE 2 1 318° MIN, WOOD ANCHOR NOTE 5 ANCHORAGEDETAIS, HEAD 1/4° MAX. SHIM 1 3/8° MIN. ALUM. SLIDING GLASS DOOR, IMPACT ea•a• •ae met �P 1b scD734 1/4 17 m 18 I 4406-1 1/4° MAX. SHIM p CT ga a >�' CoMm Acc e • pooloo u'c rIxo 4/.0.46- vim 1aODUCT es comN,ir.poN-:7ax (Ronda oratio; Coda e:ccorAanto No Minn( .. Piodu°i (naiad Division 3) / /../div LuC®® A. Turner, P. PE #48201 Mochorlasl 4 ••• • •••• • • • • • •• • • • • •• •• • • • • • •• •• • • • ••• •••• • • •••• • • • • • • • • • • • • •• • W006 ANCHOR NOTE 5, SHT. 17 • • •• •• • 1 3/8" MIN. -1 • •114° MAX. SHIM • ••• •^x OOD BUCK • • I?O'E 2, SHT. 17 • • • • CONCRETE ANCHOR NOTE 1, SHT. 17 SA FX Rend Ar FX IOW AK Omolts FX 1/4° SHIM MAX. —fl---- ORIGINAL 2 -TRACK FRAME JAMB INSTALLATIONS 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 879407 mkr INMAN Dela 8H8/04 SCREEN ATTACHMENT TO BE APPPROVED J BY AHJ —t 1/4" SHIM MAX —•••11-•— Homes O CIAMPYANINOTAT70•IB NO CHANGE NO SHEET Naddrow Nsdakey 6easad .rl 1.908' MIN. O.C. DISTANCE 2x WOOD NOTE 2, SHT. 17 ,M ( 1.908" MIN. ';‘,:.0.C. DISTACE IN. 3 KSI ' • C CRETE) NOTE 1, SHT. 17 1 ^� •i 13/4 MIN. • E.D. TYP. iA 1.908 MIN. O.C. DISTANCE WOOD ANCHOR NOTE 5, SHT. 17 SCREEN FRAME NOTE 1, SHT. 17 1 3/4" MIN. E.D. TYP. ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 1 3J8• MIN. - �{ 1x WOOD BUCK NOTE 2, SHT. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 WOOD ANCHOR NOTE 5, SHEET 17 SCREEN FRAME ADDISM. S. a70 CONRANGICNAGEDS TASBSSCREWATTMA•®BT /OTE 4N66M 1/4" MAX. SHIM --►1 I••-• 1/4" SHIM MAX —. 11-' -- 3-TRACK FRAME JAMB INSTALLATIONS 10701ECNNOLOOYDRIVE NORM R 8{176 P.O.1Rjx 152B NpKOaIS FL SON 2x WOOD NOTE 2 SHT. 17 NOTE 1, SHT. 17 `'1 3/4' MIN. E.D. TYP. 1 808° MIN. • D.C. DISTANCE • (MIN. 3 KSI : •? CONCRETE) 1/4° SHIM MAX —11•--- 2 -TRACK FRAME JAMB INSTALLATIONS 1 3/8' MIN. 2x WOOD NOTE 2 SHT. 17 PGT T/tdby Bean WOOD ANCHOR NOTE 5, SHEET 17 SCREEN FRAME 1/4" SHIM MAX. ---I 1--• 1x WOOD BUCK NOTE 2, SW. 17 CONCRETE ANCHOR NOTE 1 SHT. 17 SCREEN ATTACHMENT TO BE APPPROVED J BY AHJ 1/4" SHIM MAX — - 11� -- 1 3/8" MIN. 2x WOOD NOTE 2 SHT. 17 NOTE 1 SHT. 17 1 3/4° MIN. E.D TYP. 1.908' MIN. O.0 Y• a DISTANCE i` (MIN. 3 KSI • .CONCRETE) 4 -TRACK FRAME JAMB INSTALLATIONS ANCHORAGE DETAILS, JAMB 7- ALUM. SLIDING GLASS DOOR, IMPACT 114 18 r 18 4405 -1 Res I INTERIOR (ALL SECTIONS) EXTERIOR p•ouucTRewsm ...wwissw "Florida pni 06 N6a 1 p Date ,Aaa-- / / n �iem o ada COmml. Division PROnUCT RDI 2 WED accmnisdc4, niCi Gm Honda BY 3rit,llto Codc Miami,a„ o Product Control Division 4 3/! >io' f Lucas A. Tamer. P.E. PE $$8201 Mechanical 4 • • • • • • • • • ••• • • • • • • • • • • • •• • • • • •• •• • • • • • • • •• • • • • •l . • • • • • • • • • • ••• • • • • ••• • • • • • • • •• • • • • • • • • • •• SCREEN FRAME •• • e •��� 1/4" IIAX. • NOVEE1 • •• • •••• • • • 4/4 "MAX ••• NOTE1 INTERIOR (ALL P-HOOK SECTIONS) EXTERIOR WOOD ANCHOR, NOTE 5. SHT 17 NOTE ABOVE 318" MIN. CONCRETE ANCHOR, NOTE 1, S i CONCRETE ANCHOR NOTE 1, SHT. 17 2x WOOD NOTE 2, SHT. 17 NOTE: ANCHORS ARE STAGGERED 1" MIN. AT P -HOOK ANCHOR EMBEDMENT AT P -HOOK: 1/4" TAPCON -13/8" MIN. 3 KSI MIN. CONCRETE 1/4° CRETE -FLEX -1 3/4" MIN. 1x WOOD BUCK NOTE 2, SHT. 17 NOTE NOTE ABOVE ABOVE 3/8° MIN. CONCRETE ANCHOR NOTE 1, S . 7 1 3/8" MIN. 1/4" MAX NOTE 1 SCREEN FRAME 1/4° MAX, NOTE 11 NOTE ABOVE 3/8" MIN. WOOD ANCHOR. NOTE 5, SHT. 17 TYPICAL POCKET P -HOOK INSTALLATIONS SCREEN FRAME WOOD ANCHOR, NOTE 5, SHT 17 CONCRETE ANCHOR, NOTE 1, SHT. 17 a EXTERIOR INTERIOR (ALL SILL SECTIONS) WOOD ANCHOR NOTE 5, SHT. 17 2x WOOD NOTE 2 SHT. 17 1/4° MAX NOTE 1 1/4" MAX. NOTE 1 (3 KSI MIN. CONC) 1 3/4° MIN. E.D. TYP. 1 3/8" MIN. 2x WOOD NOTE 2, SHT. 17 CONCRETE ANCHOR, NOTE 1, SHT. 17 SCREEN FRAME 1/4" MAX NOTE 1 �. 2x WOOD NOTE 2, SHT. 17 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 1/4" MAX. NOTE 1 ORIGINAL 2 -TRACK FRAME NOTE: SILL INSTALLATIONS 1. IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON- METALLIC GROUT, 3000 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, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2. 1.947 MINIMUM ON CENTER DISTANCE WOOD ANCHOR, NOTE 5, SHT 17 1 3/8° MIN. 2x WOOD NOTE 2 SHT. 17 CONCRETE ANCHOR, NOTE 1,SHT. 17 •••• •••• s - .•. �?, •r r - w • • NOTE 1, + �' �� ' r , : NOTE 1 1 r .f -. t .r. r ;.... 1 4 . t 1�a ♦ , .... , SHT. ; ,• SHT. 17 .� t.a y � Q...... SHT. 17 • (3 KSI MIN. CONCRETE) (3 KSI MIN. CONCRETE) (3 KSI MIN. CONCKETe) 13/4" NOTE 2 1 3/4 MIN. E.D. TYP. NOTE 2 1 3/4" MIN. E.D. TYP. NOTE 2 MIN. ED� 4 -TRACK FRAME SILL INSTALLATIONS 3 -TRACK FRAME SILL INSTALLATIONS 2 -TRACK FRAME SILL INSTALLATIONS TYP. 1 3/8° MIN. NOTE 1, PRODUCT RBVIMI es complying with the Plinit8 ma Code c' //-• wt Awapta t Repl[an.=Dam 0 gy i 4. Pludu •- Division NOTE 1, FRODa tR -T`''ry SHT. 17 t c ^s4si5 C.; E 6ttiVA rivi-oLa:i.1rza.rrlJT;: ,Ell BY d Urck Division ware, . FJC Freer PX grade, FJC mane, FJC [at eKf/07 Oar 17104.7 B/18/134 ReoWans O Motsbsc =Wad Bp ,LL AI VOL EA. TOCONCRETEANCHORAGOVETAILli NO ONANOE770BSHEET NO CANOE VWSPEET gf We I 1070713,t^ AIO. YDRIVE NOKW9S FL 54276 P.O. BQx 1622 HOMO FL$4274 PST Tkr7b� Better• ANCHORAGE DETAILS, SILL & POCIET P -HOOK rat ALUM. SLIDING GLASS DOOR, IMPACT awlae Sedratkrft 8QD790 1 1/4 Meet 19 d 19 44084 Row Locos A Tuner. P.E. PE 058201 Mechanical MLAMI BADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 Canty) 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 Zane. DESCRIPTION: 1"x Std. W�a11 Alnrirtum Tube Clipped Mullion- L..M.L APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04-0528.04 and, consists of this page 1 and evidence pages E-1 and E-2, as well ll mammal dr mgntgnlntidhed above. Tlee . • ;w& reviewed by Jaime D. Gaston, P.E. \ 5` `4 • • • dCis • • ,. • * • !o Z® • • • • (; :PSv • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • . • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGS BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.066 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industri A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30106, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F°IL- 2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. .. ... • • • • • .. • • • • • .. ... •. • • • .• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Jaime D. G n, PE. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. •• ••• • • • • • •• • • • • • • ▪ • •• ▪ ••• •• • • • •• • ••• • ••• • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • •• 0 •• • • • ••• • • E -2 J D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • • • • • • • • • • • • • • • • •• • • • •• . • PIALLIONS • •• • •• • • • ••• • • • ANCHORS DETAIL D C" OR D" AT BOTH ENDS AND AT BOTTOM •••• MI) M2) • w • • _' W2 W = W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAY OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = 111 ANCHORS DETAIL A ANCHORS DETAIL A 1 H 12 3 W = W14424-W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE LIMN PRESSURE SEE TABLES 0N PAGE 5 M3) MAX OPENING = H OR 141 +112 MULL LENGTH = W OR W1 +W2 +W3 114) MAX OPENING = W1+W2 OR W2+W3 MULL LENGTH = 1.11 ANCHORS DETAIL B', "C" OR D" AT BOTH ENDS AND AT BOTTOMS 1 MULUONS H Rabat L Clark P.E. PE /3971 Structural ANCHORS DETAIL "137. "C" OR "0" BOTH ENDS ANCHORS DETAIL '$', "C" OR 'D" BOTH ENDS ULUON w W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H 1. THE 33 1 /3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPUCATONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOT: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & fEJrtD TO COMPLY WITH THE REQUIRE— ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. row to 342 WIVE P.O. BOX x528 NOXOMIS, ft 34274 Road Ito Roved Or Orton ex P.J.P. JO /06 8 778/06 4/28/00 ULUON 14 = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DEEERM1NING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +1-12 MULL LENGTH =W MOTES 5 & 6 -ADD NCR 1" STANDARD WALL, ELEVATIONS eta» IX ALUMINUM TUBE CLIPPED MULLION se.o. g saw• 8bw5 o wing N. MULLS NTS 1 a 5 6220 • L.: o fa RA r 1 • • •� • • • • • • • • • • • • • • • • • • • • •• • • • •• . • PIALLIONS • •• • •• • • • ••• • • • ANCHORS DETAIL D C" OR D" AT BOTH ENDS AND AT BOTTOM •••• MI) M2) • w • • _' W2 W = W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAY OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = 111 ANCHORS DETAIL A ANCHORS DETAIL A 1 H 12 3 W = W14424-W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE LIMN PRESSURE SEE TABLES 0N PAGE 5 M3) MAX OPENING = H OR 141 +112 MULL LENGTH = W OR W1 +W2 +W3 114) MAX OPENING = W1+W2 OR W2+W3 MULL LENGTH = 1.11 ANCHORS DETAIL B', "C" OR D" AT BOTH ENDS AND AT BOTTOMS 1 MULUONS H Rabat L Clark P.E. PE /3971 Structural ANCHORS DETAIL "137. "C" OR "0" BOTH ENDS ANCHORS DETAIL '$', "C" OR 'D" BOTH ENDS ULUON w W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H 1. THE 33 1 /3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPUCATONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOT: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & fEJrtD TO COMPLY WITH THE REQUIRE— ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. row to 342 WIVE P.O. BOX x528 NOXOMIS, ft 34274 Road Ito Roved Or Orton ex P.J.P. JO /06 8 778/06 4/28/00 ULUON 14 = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DEEERM1NING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +1-12 MULL LENGTH =W MOTES 5 & 6 -ADD NCR 1" STANDARD WALL, ELEVATIONS eta» IX ALUMINUM TUBE CLIPPED MULLION se.o. g saw• 8bw5 o wing N. MULLS NTS 1 a 5 6220 • • • • • • • • • • • • • • • PGT ix MUWON MULLION CUP. CUT FL4NGES OFF CLIP TO FORM A • • Re CHANNEL AND ,, ,111$?ALL AS•SHCM • • • • • 1 x MULLIO • • • ••••‘• • • • FOR MIAL 4; • • • • • • • • • • • • • • • • • • • • • • • • • •• • • gee 2" OR 4" :.:44PmAL • •• • • PGT ix MULLION • • SEE NOTES 2 & 3 MIN. • • MUWON TO MULLION INSTALLATION. 2"OR 4" #12 F74 SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 112 SCREW, SEE NOTE 3 DETAIL "A" • SEE NOTES 2 & 3 PGT lx MUWO 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE' NOTE 3 DEra„j NOTES: WOOD BUCK. DETAIL 1. FOR CONCRETE APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY SEE v...14 ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE-FLEX 1 .3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4 SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL DRESSING OR Amoco. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO-CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP-TO-OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. heigtata: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. F7ND THE APPLICABLE MULL SIZE AND AN PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: F7L-2902„ 290.3 AND 2975. WOOD BUCK REMOVED TO CONCRETE NO • WOOD MIN. r BUCK 2A(TYP) SEE NOTE 1 2 OR 4 • TYPICAL MUWON TO STRUCTURE WITHJY2OD BUZZ REMOVEQ FROM CONC.. DETAIL C" D BUCK TYPICAL MULLION TO STRUCTURF _WITH WOOD BUCK AND CONC.. DETAIL V" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE ?WM EACH OTHER) SEE NOTE .3 TO BE USED ONLY WM-I PGT INDUSTRIES PRODUCTS lie M0/06 Mr NOTES & 5 M/013 r-ADO kuera DENS MASONRY ANCHOR, SEE NOTES 1 & 3 P.P. 48/00 novo= 1 STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Drown Mo. wu.s I NTS 25 1 6220 IRS • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • • • • • •••• • • ••• • •• • • • • • •• ••• • • • •••• • •• • • • • • 7" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 11' 1 x 2 x 1/8 1 11/18 1 x4x 1/8 3 11/18 L intAX. } NOTES: A A/2 O TWO (2) ANCHOR 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS. PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATIDN. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMCNSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: F7L -2902, 2903 AND 2975. © FOUR (4) ANCHOR LOCATIONS LOCA77ON$ Rotart 1,Clayk. P.E. S4aatwal .(3)EaSP.® (A -3/4)/ 1070 TECHNOLOGY 07NE A FL 34275 P.O. BOX 1520 MEOWS. FL 34274 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 A/2 MIN. A O ONE (1) ANCHOR LOCATION N O 01 BMIN. ® _IHKLL (J) ANL LOCATIONS Gown P.J P . 4 % /00 c cp TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R 1.2 7 5/ -! &s Siff FK. 578/06 Pave z O 0. 2 C 3 co 0) N r 4 C p C cn 3 m N N - (p 'NI o CI) -e UT N 0 1" STD. WALL, ANCHOR LOCATIIIIS ALUMINUM TUBE (i IPPED MUL JON MULLS NTS 3 N u 5 I * 6220 • • • • •• • • • • • • • • • • .•• • • • • • • • • • • • • • •• • • • • •• • •• • • • • • •• •• • • • •• • • • • • • •• •••• • • • • •• • • • ••• • •• • • • •• • • • • •• • • NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ( T)IP) - -1--- 1 x STD. WAL.I. MULLS MAT'L: 6063 —T6 Robot PE L 0 lc. P•E. Structural 3 -- (TYP) TO BE • USED ONLY WITH PGT INDUSTRIES PRODUCTS i79 / 06 otabiceo 8 CI 10. TMS WT. 1070 2020915 71. . P.O. BOX 1529 NOKO IA FL 34274 • 5 / 8 /0 6 C - NOfHG THIS 9fT aa•n P.J.P. 4 28/00 1" STD. WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Draft 148. 54 I X I g 4 of 5 6220 • • • • • • • • • • • • • • • • • •I L To .110614. • 2 48 80 00 (2) A (2) A (2) (2)B • (4B 429b - 70 (2) A (2) B (1) B 145 107 .6. • 67 .7� . • i1 55 54 57' " "49 44 80 er "35 31 63 36' '30 27 '30; '. 23 72x '28•'•20 17 78 SO. 617 15 80 (2) A (2) (1) 104 63 52 41 29 24 21 16 90 (2) A (2) B (1) 103 61 50 39 27 23 19 100 (2) A (2) B (1) B 103 61 49 38 28 22 18 110 (2) A (2) B (1) B 103 61 120 (2) A (2) B (1) 103 81 49 49 38 38 25 25 21 . 20 18 17 130. (2)A (2) B (1) B 103 61 49 38 25 20 17 180 (2)A (2) B (1) 103 61 49 38 25 20 17 r CHART 1. - 1x2x.125 QTY. & TYP. •• 80.625 • • • •• • • ••• ••• 78 18 15 CNiIT 2. - 1x4x.125 QTY. & TYP. OPENING WIDTH IN INCHES OPENING WIDTH IN INCHES 80 80 70 80 90 100 110 120 130 42 63 76 78 84 90 98 44 120 102 90 81 74 69 65 ; 63 61 111 94 83 74 68 83 80 57 55 88 75 65 59 53 49 48 44 42 72 80 53 47 43 59 50 43 38 35 41 35 30 2"7 24 38 32 28 24 22 17 - - - - 39 37 36 33 32 30 28 27 22 20 19 18 20 19 17 18 180 59 53 40 31 24 16 Vertical Mull Mull Length 1 Horizontal Mull Opening Wli Mull 4 Length Multiple Mulled Units L Len l gth \Opening Width N°TES: 1. MAXIMUM ALLOWABLE PRESSURE /N PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" 554 CRETE -FLEX, EMBED. (1 3/4") a #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Robert L. 2 PE PE P971 Sbuchtrai TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS �o ___ • cr wee 7L a P.O. BOX 1529 Fl. 34274 MULLS istexist NTS CNC RS SHT is F : Own P.J.P. /06 8 /o4 48/00 0-140 e c WALL, PRESSURE CHARTS 1 & 2 E CLIPPED MULLION 1• No. 5 a' 5 6220