The URL can be used to link to this page

WS-07-2011Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) ETC UNLIMITED INC Phone Cell Phone Type of Work: WINDOWS AND DOORS No of Openings: 16 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $5.09 $260.00 $12.00 $6.50 $296.30 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Friday, September 28, 2007 Parcel Number Total $ 0.00 $ 0.00 Payment Type: Gtr i5a5 Amt Paid Amt Due $ 0.00 ©C 6 Phi September 28, 2007 Date Expiration: 03/26/2008 Applicant 70 NE 94 Street Miami Shores Village, FL 1132060130310 Block: Lot GREGORY TOTTEN Available Inspections : Inspection Type: Final Shutters Shutter Attachment Window Door Attachment Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing Owner's Name (Fee Simple Titleholder) efrierek. /* ' ft) i nk-lf2, 4 Phone # Owner's Address 7 Abe • 9q 57 City Moot 44 state eL- Zip 33 ) 38 Tenant/Lessee Name Phone # Job Address (where the work is being done) 70 ift C 9 T .5? City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1) - 32- wo - 013- 0 310 Is Building Historically Designated YES NO Contractor's Company Name 6TC, bt& Phone # 304 ®2 Z2 • 73 /3 Contractor's Address Zd SkJ 1) 3 C / Value of Work For this Permit $ k4J 0 0 Miami Shores Village �� III . Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIVED SEP 2 61007 tvP Permit .No. Master Permit No. /CO 7 /336. zip 331 Zip 33'/ 73 z�2 -'7313 City / P17?/ State f Qualifier Name CA ' J 4. ® ® State Certificate or Registration No. Al C 0 359 la Certificate of Competency No. Phone # poT Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration [New Er Repair eplace ❑ Demolition Describe Work: (II/ M 4" / iA /2j'/ ******** * * * *** * ** * * **** *** * ** * * ******** F **** **: x* ********* ** * *�x *�x * * * *�x * *�x�x�x * * *�x *�x* Submittal Fee $ Permit Fee $ - 0 G CCF $ t CO/ /C Notary $ 500 Training/Education Fee $ 5 ' Technology Fee $ Co . 50 Scanning $ 1 2, • C90 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2� 2 C) See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 07 /10/07) . NOC_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this 4 day of , 20 _, by , day of i { , 20a, by (* / , gg q 0 040 Usk who is personally known to me or who has produced � <« 1 c � ®i As identification and who did take an oath. as identification who did NOTARY PUBLIC: Signature Signature Oa% - Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ! �'19ry ��qek? tT' /'C/h *** ** ******** **a:**** * * **** *** ** ** * *** ***** ** ** x******* ** ** x * * ** ** *** *:x* * * * * ** : *** * ******* * **** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT ARECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of • ,, ,, encemm .57 ent: %� 1. Legal description of property and street address: 7( 94/ ' /7, 2. Description of improvement: /i � ( LU/NAOe /a (4) I(1,Q5 " -r/r/ el. 3. Owner (s) name and atiddresS: &FAQ Af, 4,4 .. . dl/Z 9 / 7 e'7 i ��0/ Z . Z . Interest in property Name and address of fee simple titleholder. 6 / a `71; a�T . ,' - 4. Contractor's name and address: G / e 4 /2' .— 7 Ve- '/ / 2 T 70 :9AAV ggeie STATE OF FLORIDA, COUNTV ' D 5. Surety: (Payment bond required by. owner from con Name and address: Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be • a ' ed as provided by Section 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the following n (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ignature of Print Owner's Name) (/i4 , f. , 4 _ G1J C.it/it C e day of 01 332003 Sworn to and subscribed before me this n Notary Public : 1 'r_ Print Notary's 19ame My Commission Expires: tor, if 1Y) I HEREBY CERTIFY tho this Is e , - copy of the y ,pr original filed in :'i e'• „.14 of " fin oreIla Diaz ,sion # DD308318 April 07, 2008 nary 1.8X-350-5161 WITNESS my hand and UBic!21 leaf HARVEY RUVIN, ' . it and County 111111111111111111111111111111111111111111111 CFN 2007R1005!569 OR Bk 25990 Ps 3446; (1s) RECORDED 10/16/2007 11 :28°11 HARVEY RUVIilp CLERK OF COURT MIAMI —DADE CCDUHTYp FLORIDA LAST PAGE Prepared bye -4 .. / i Address: .g6 /IX 1 /a5- Farm 104 • ▪ • • • • • • • • NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: ••• • • • ••• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • •.• • • •• • • •• • • • • • . • • • • •• ••• • BUILDING CODE COMPLIANCE OFFITSBEQ) „ PRODUCT CONTROL DIVISION • • • • • •• • • • • •. • • •• • • • • • • • •• • ••• • • • • • • • • • • • • • MIAMI -DARE COUNTY, FLORIDA • • • METRO -DADE FLAGLER BUILDING • . 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 •. (305) 375 -2901 FAN (305) 375 -2908 www.buildinacodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR -710 Aluminum Horizontal Roller Window -L1VII APPROVAL DOCUMENT: Drawing No,4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02/28 /06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06. 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 • • . • • • . .. .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. • • • • ... • • • PGT Industries, Inc. • • • • • • • . • • • .. • . . .. • • . . . . .. • • • .. ... • .. ... • .• • A. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED .. • • • .. . .. . . DRAWINGS • 1. Manufacturer's die drawitga and set4 • • • • Z. Drawing No.4127 -14, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02128/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and F FL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, 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 CERTil+'ICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E,I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance Letter for Test Report no. I+ I'L- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 ir Jaime D. Gascon, ' Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Rand By: nom: GENERAL NOTES: IMPACT H I ;At;( ? L.L ViIN•DOW 1. GLAZING OPTIONS: (SEE DETAILS ON 4 IEE1'2) • • • • . • • • A. 5/16" LAMI CONSISTING OF (2) UTE OF J /8" ANIJEALFQ GLASS V E I T A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • • • • • • • • • • B. 516' LAMI CONSISTING OF (1) Uri C1f 1 /8;ANNNRL1 f3 {LASS 1 4) (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • Rev3UBy: Dam' F.K. 10/17706 Ras•esic gym: F.K. 5/13106 Draw , er. tiara FJC 2 • • ••. • • • ••. C. 5/16" LAMI CONSISTING OF (2) LITES Q F 1/8" H E eT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • D. 7116" LAMI CONSISTING OF (2) UTES OF AV 4N4EAL•EDaASg IMTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • •• • • • • • ••• •• E 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KFFPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE ivIAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5(16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5116" LAMI CONSISTING OF (1) UTE 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. 1. 13/16" LAM1 IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEn. K. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114 ' AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI IG: (1) LITE OF 1 /8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE, REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Revue •B CHANGE TO ASTM E 1300 42 Revision= A ADO AIR SPACE D1M. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. wawa mat ! J. 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. sox 1529 NOKOrAIS. FL 34274 Visibly Setter GENERAL NOTES TC� • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Set HR710 NTS S t �fifi amo 4127-10 B IMOMEVR BY: 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 Robert L. Clark P.E. PE #39712 Structural Reasd By: Revsd By Dater F K 111/97106 Raved Oyr Data: F:1( 5/13106 lhasan Oy. Oat F 1C 2/28/16 • . • •• •. • • • • • • • • • • • • • • •.• Dat Reosbn9: Revisions: B ReWawc: A ChackedBy. J.J • ..• • • • • • • •• • • • • • • • ... • • • • • •• • •• • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • . •• • • • • • • • •• ••• •• • • GLA S 3I E• . .• • .• • • • • • • •• •• @61 62) 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS NO CHANGE THIS SHEET 3,23J06 I 13/16" LAMI IG GLASS W/ 5/16" LAMI ADO AIR SPACE DIM TO LAMI IG DETAILS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5116° LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16° ANNEALED (MIN.) GLASS 13116" NOM. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Better 7/16" LAMINATED GLASS 13/16" LAMI IG GLASS W/ 7 /16 ".LAMI GLAZING DETAILS raw ALUM HORIZONTAL ROLLER WINDOW, IMPACT amr•: • r7TW 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116 LAMINATED 1/2" NOM. GLASS BITE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT_ PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 3/16" OR 1/4" AIR SPACE. 1/8" or 3116" ANNEALED (MIN.) GLASS 13/16" NOM. Full sm.?: 2 d 11 ta°aeglu" 4127-10 <] EXTERIOR INTERIOR E> (ALL SECTIONS). ladk E A.p rout as couiplytaveithat Tioaittst POO Cade rG Robert L. Clark. P.E. PE #39712 Structural +60.0 -60'4 466.0 -60:0' • 6 -60:0 +60.0 -60.0 -60.0 I'60.0 +00.0 Relied BY: (XOX 114 112,114) DESIGN PR pc.I1ES'• :• •: '.' WINDOW WIDTH 84 " 96" 106 3/8" 108" 111" UP TO 111" UP TO 111" (XOX 1/30/3,1/3) DESIGN PRESSURES WINDOW WIDTH TO 86 7/16" TO 86 7/16" (OA AND) DESIGN PRESSURES WINDOW WIDTH 60 " 72" 74" UP TO 74" Dale: Reed By: Date' F.K . 10/17/06 Revd Err. testa: F.K. 5/13/06 oram 8y. D,a P.K. 2128106 A,B,G,H A,B,G,H C,I D,E,F,J,K,L GLASS TYPE A,B,C,G,H,I D,E,F,J,K,L GLASS A,B,G,H +75.0 C, I A,B,G,H C, I A,B,G,H A,B,G,H +75.0 C, I +75.0 D,E,F,J,K, L Revisionsc Revision= 8 , A CT-mayday: .f.J. GLASS TYPE A,B,G,H A,B,G,H 60.0 +75.0 +75.0 +75.0 +75.0 C,1 +75.0 26" A,B,G,H +60.0 '160.D. +60.0 -60,0 +60.0 -6t1.b +60.0 26" TYPE 2 6" :- .v -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 • • • • ..• • +6D.§ -75.00 +75.0 36" • • .. 36" +75.0 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 - 75.00 - 75.00 - 75.00 • • •• 38 318" earl -60.0 :-t;0.0 -60.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 GLASS TYPES.: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAME - (1/8" A, .090,1/8" A) B. 5/16" LAMI- (1/8" A, .090,1/8" HS) C. 5/16" LAME - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3116" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) REVISE DP TABLES TOASTM E 1300 -02 ADD AIR SPACE DIMENSION GLASS TYPES G TI-IRU L P i 3!23/46 f -60.0 +60.0 +60.0 +60.0 +60.0 +60.0 48" 7 (1) -60.0 38 3/8" 48" +75.0 -75.00 +75.0 -75.00 -75.00 +75.0 -75.00 -75.00 +75.0 -75.00 -75.00 +75.0 -75.00 -75.00 +75.0 -75.00 75.00 +75.0 -75.00 -75.00 +75.0 -75.00 -75.00 +75.0 - 75.00. 6) 1070 TECHNOLOGY Ofi VE NOKOMIS. FL 34275 P.O. BOX i529 NOKOMIa FL 34274 WINDOW HEIGHT 50518• -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 WINDOW HEIGHT WINDOW HEIGHT 50 518" +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.0 tee: Tile S 118710 +60.0 +60.0 +60.0 +60.0 +59.5 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 64" 5 64" -60.0 +60.0 -60.0 +59.1 -60.0 +55.5 -60.0 -59.5 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 NTS +55.0 +54.0 -54.0 60" +75.0 -75.00 +75.0 +74.7 +75.0 +70.1 +75.0 +68.6 +74.7 DESIGN PRESSURES 60" 60" -60.0 +60.0 -59.1 +56.0 -55.5 75.00 TABLE 1 +52.1 -52.1 - +51.7 -51.7 +50.9 -50.9 +60.0 -60.0 +75.0 TABLE 2. +75.0 -74.70 +70.0 -75.00 +75.0 70.10 +65.0 -75.00 +72.1 3 " 11 IOnseinsi 4127 -10 63" 63 G. 13/16" LAMI 1G -1/8" OR 3116"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAME IG -1 /8" OR 3/16 "A, 5116" OR 3/8" AIR. SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118 "HS, .090,118 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI 1G -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI 1G -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) -60.0 -56.0 -75.0 TABLE 3. 63" +75.0 . -75.00 -75.00 -70.00 -75.00 -65.00 -72.10 -68.60 +63.5 -63.50 - 74.70 +70.8 70.80 +75.0 -75.00 A(.UM. HORIZONTAL ROLLER WINDOW, IMPACT 6 A BY Robert L. Clark. P.E PE #39712 Structural 8j R .ed8F Date: F.K. 10117/06 Resod ay: Late. F.K. 5/13/06 Dram 8Y Owe F.K. 2/28/06 251!8° MAX. DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES R Revisions: S rre, A mediae 0y J.J. 33.9/16" MAX. DLO FIXED NO CHANGE THIS SHEET NO CHANGE THIS SHEET : 3/23/06 J 49 3 /4 ktaiX. �D 1Of 1)EI?• - � : • • • ••• • • • • • • • • • • • . . • • • --•- -- •• •. • • • .• • 1 • • • • • • • • • • 411.--•-•—• . • --- •--•-• • • • • • • •• • • • • • • • • • • • • • • • • •• ••• • • • • •• • • / • • • •• • • • • •• • • • • •• 111" MAX. WIDTH DETAIL B - XOX (1/4-1/2-1/4) 74' MAX. WIDTH • . • • • • • • • • • • • • • ••• •• DETAIL A- OXOR 33 9/16" MAX_ DLO VENT • P.O. SOX 1520 NOKOMIS. FL 34274 56" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 1070 TECHNOLOGY DRIVE N O (OMIS. FL 34275 Visibly Betm- NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ELEVATIONS tad ALUM. HORIZONTAL ROLLER WINDOW, IMPACT suet 11R710 NTS 4 11 Ong N o. 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3-1/3-1/3) 4127-10 B A rov ed as Robert L. Clark, P E PE ##397i2 Structural Retract By: Reved B,: F.K. Revsd Sy: F.K warm By: F.K. MAX. HEIGHT MAX VENT DLO MAX. FIXED DLO EXTERIOR Defer dix 10117106 seta: 5113106 2125fI06 SECTION C -C (VERTICAL SECTION) • • •• • • • •• •. . • • • •• •• .. • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• •• • • • • mob • • • •• • • • • • • • ••• • INTERIOR • • •. • • • • • • • • • • •• • • •■ • • •• INTERIOR EXTERIOR Resistonsc 8 RE NO CHANGE THIS SHEET A N B . Retrisionse O CHANGE THIS SHEET Checked Data. J.J. j 3123106 ( 1 SECTION A-A (HORIZONTAL SECTION OX) 1970 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Berter �— -- MAX. FIXED DLO ' MAX. WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) MAX. WIDTH sede omet HR710 MAX. VENT DLO VIEW D -D (FRAME CORNER CONSTRUCTION) SEALANT OR GASKET AT HEAD AND SILL Deseltisem SECTIONS ALUM_ HORIZONTAL ROLLER WINDOW, IMPACT so* Half Sneet 5 a 11 Drawing Ne. 4127 -10 39 ] OPTIONAL INTERIOR EXTERIOR r/ej Robert L Clark, P.E. PE 633712 Structural ITEM DWG# REV' DESCRIPTION 1 MAIL j PEP# 68 GLASS, 13/16" LAMI [G- 1/8 "A, 3/8" AIR SPACE 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8"HS) 69 " 13/16" LAMI IG3116 "A, 51I6" AIRSPACE; 5116" LA MI (1/8 "A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG-3/16"A, 5/16" AIR SPACE, 5/16" LA MI (1 /8 "A, .090 PVB, 118 "HS) 71 13/16" LAMI 1G- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "11S,.090 PVB, 1/8"1-1S) 72 " 13/16" I.AMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 13/16" LAMI IG- 1 /8 "A, 1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16 "•LAMI (3 /16 "HS, .090 PVB, 3/16"HS) 75 " 13/16" LA IG- 3/16 "A, 3116" AIR SPACE, 7/16" LA MI (3/16 "A, .090 PVB, 3/16 "A) 76 13/16" LAMI 1G- 3/16 "A, 3116" AIRSPACE, 7/16" TAW (3/16"A, i ' rip, 3/16") ) 77 " 13116" LAIu1I IG-3/ 16 "A, 3/16" AIR SPACE, 7/16" LA MI (3/ 16 "HS, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105`1114 AL 91 1630 _ SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP_ 93 1073 SCREEN. SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 1TF3VI DWG# REV 3 #8 X 3/4 PH. PAN HEAD • 6U63 -T6 AL 60663- -T5 AL 60631ID -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIECAST 6063 -T5 AL 36 38 39 0 50 54 56 59 61 62 63 64 65 67 Rowe t ftexst ft* FX RetsdBp: FJL FIL DES' CRIP 1041 . •. • • . , �. .,1 -T' L 1 4102 A FLANGE FRAME HEA ` i : i i • 6L -T6 AL. • 2 4025 SASH STOP (S' 1'L).) (A WI ['I I,1 G ice) : : 6Q414-T5 AL 6 4136 7 4137 SILL ADAPTOR 0 12 13 14 15 16 4053 1626 4002' 4134 1155 4110 4054: 29 4128 32 4006 1683 7070 1224 1225 4039. 4044 4222 985' 4067 GLASS. It Dater 10/17106 5/13106 A " 13/16" LAMI 1G- 1 /8 "A, 3/8" AIR SPACE, 5116" LAMT (1/8 "A, .090 PVB, 1/8"HS) Darsians: Revesdorts: 8 RevMo"s A Date: Chocked ay X6106 J.J. ROLLER TRACK WEEP HOLECOVM. • - VINYL GLAZING BEAD BULB (THIN) NO CHANGE T7-IIS SHEET ADO SPACE DIMENSIONS ITEMS 66 THRU 77 3/23/06 ! • .• •• ••• • i063- 5 AL • • ; 463 AL 461-T6 AL 6063 -T6 AL • • • • • • • • •POIMPROP. PGT# 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781 PQA 64110G 64054A 64066G 612240 61683E 42112HD 7BRWHL2 44128IN 64006 67S16G 71096 7858 64126 61683G 67070K 74078 "C" L ORR 1070 TECHNOLOGY OR1VE NOKOMIS. Fl 34275 P.O. BOX 1529 NOKOMIS. I L 34274 Visibly Better DescgOair PARTS LIST ALUM_ HORIZONTAL ROLLER WINDOW, IMPACT M4deI- HRT10 NTS 6 " 11 4127 -10 Robert!. park. P.E. PE #39712 Structural • Revsd Sr Sawa as Data. F.K 10/17/06 salad Sy: Date: F.K. 5113108 Drawn Br flare: F.K. 2/28/05 1.373 Revisions' 6 Revisions .4 mookea sy J.J. .062 1 .678 Data: 3123106 -.062 u • • • •• • • • 2.710 •• • • • ••• ••• �.. FLANGE FRAME HEAD #4102A. 6063 -T6 --- II --:o6z .490 - J[ SASH STOP #4025, 6063 -T5 SASH TOP & BOTTOM RAIL ##4133, 6063-T5 .050 1.096 ! . ' •1 f ( GLAZING BEAD, 5/16" #40446, 6063- T5#40jt46, 6063 -T5 (USED W1 GRILL KIT) NO CHANGE THIS SHEET NO GFIANGE THIS SHEET • • .•• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • . • . • • • • • • • • • • • • ••. • 1.273 ••f. • • - 1 --- 10 • • • 2.279 • •• • • • • • • • • • • • • • • • • FLANGE FRAME SILL #4136,. 6063 -T6 1.096 HORIZ. ROLLER TRACK #4131, 6063 -T6 1.081 �-- SASH MTG. RAIL #4006D, 6063H$-T6 .678 $I I 2.710- - GLAZING BEAD 7/16" #4222A, 6063 -T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 . P.O. 1529 NOKOMIS, FL 34274 3.152 2.326 Visibly Better .062 1.349 1.291- -1 SASH SIDE RAIL #4126, 6063-T5 3 .678 .050 1.115 1 -( f GLAZING BEAD, 7/16 ". #9850,6063 -T5 (USED W/ GRILL KIT) ligta tismaipearr EXTRUSIONS FRAME SILL ADAPTER #4137, 6063-T6 ' FIXED MEETING RAIL #40546, 6063RD -T6 .683 1 050 .050 (49 .678 1.363 1.096 1 GLAZING BEAD, 5/16" #40396, 6063 -T5 4 1 - I 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SaSx+asaQet =care Shat Oei*ns Rev. HR710 Half 7 ' 11 4127 -10 1 -.4-1.513-41 l .040 I -•- -2.784 .738 F'" 1.443 -4- SASH STOP COVER #4053, 6063 -T5 1 FLANGE FRAME JAMB #4002A, 6063 -T6 .062 Aerismugwkist w Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (114- 1!2- 114)ffIMD©YII . •.� RevsAeY RBaesy F.K RR+sa 8 K F.K Drawn 8¢' F.K. GLASS TYPE> ANCI -IOR TYPE> & SUBSTRATE WINDOW SIZE W V H 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 Dare: 10117/061 S Revk+onV �' RwAStx�x 10117/06 ! 8 5113/OS A Checked 8? 2128106 J.J. atter 2, 3, WOOD ZONES 0 HEAD & SILL 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02+1 3 1 +02 +2+02 +1 2 1 +C2 +2 +C2 +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 64.000 x 38.375 1 +02 +2 +02 +1 2 48.000 1 +C2 +2 +C2 +1 3 50.625 1 +02 +2 +02 +1 3 54.000 1 +C2 +2 +02 +1 3 60.000 1 +C2 +2 +C2 +1 3 63.000 ZONES 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 .3 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +02+1 +02 +1 1 +02+1 +02 +1 1+02+1 +02 +1 1 +C2 +1 +02 +1 1+02+1 +C2 +1 1 +C2 +1 +02 +1 14-02+1+02+1 1+02+1 +02 +1 1 +02+1 +02 +1 1+C2+1 +C2 +1 1 +02+2 +02 +1 1 +02 +2 +02 +1 1 +02+2+02 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02+1 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 106.375x 38.375 48.000 50.625 1 +02 +3 +02 +1 1 +02 +2 +02 +1 54.003 1+ C3+3+03+1 1 +02 +2 +02 +1 60.000 1 +03 +3+03+1 1 +02 +2 +02 +1 63.000 1+03+3+03+1 1+ C2 +2 +C2+ 1 1 +02 +2 +02 +1 © 1 +02 +2 +02 +1 1 +02 +3 +02 +1 © 1 +02 +2 +024-1 14-02+3+02+1 Q 1 +02 +2 +02 +1 1+024-3+02+1 3 1 +02 +2 +02 +1 1 +02 +3 +02 +1 3 1 +C2 +2 +C2 +i 3 3 3 2 3 3 1 +03 +3 +03 +1 3 1 +02 +2 +0241 3 1 +03+3 +03 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +03 +1 3,1 +02 +2 +02 +1 3 Date: i 3123106 ) • • • • A,B,C,G,Hd • • ••• • • • • 2, CONC • • 1 1 ,CONC • co y h HEAD & SILL; 2+.:EAD 8 41L114 • 3 3 2 3 3 3 3 3 1 +02 +1 +C2 +1 2 1 +02 +2+02 +1 3 3 3 3 3 2 3 3 3 3 2 3 3 2 3 ZONES ZONES 1+02 +1 +C2 +1 16 +1 tC2+ • • - • • - +a+ :1 a • • • 1442 +14PC22 -•1 1 +02 +1 +02+1 1 +02 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 + 02 +1 1 +02 +1 +C2 +1 1 +02 +2+02 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 311 +02+2 +02 +1 1 +C2+2 +C2 +1 1 +02 +2 +02 +1 1 +02+3 +02 +1 1 +03+3+03 +1 1 +03+3+03 +1 1 +C3 +3+03 +1 1 +C3 +3 +C3 +1 3 1 +03+3+03 +1 3 1 +04 +3 +04 +1 3 1 +04 +3+04 +1 • REVISE ANCHORAGE FORMAT. NERD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. • . •• • • • 2,3! WOOD • ••• 4-1am: & SIZL • • • • • • 2 1 +C2 +1 +02 +1 3 .1tc2 +1;02 +1 3 402+1;c2 + g :I *€2, *02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 2 1 +C2 +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 2 1 +C2 +2+02+1 3 1 +C2 +2+02 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 © 1 +02+2 +02 +1 1 +02 +2 +02 +1 3.1+02 +2+02 +1 1 +02 +2+02 +1 3 1 +03 +2+03 +1 2 1 +02 +2 +C2 +1 3 1+02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +C3 +2 +0$ -i-1 1 +03+2 +03 +1 3 1 +03 +2 +03 +1 2 1 +02 +3 +02 +1 3 1 +03 +3+03 +1 3 1 +03 +3+03 +1 .3 1 +03 +3 +03 +1 1 +04 +3 +04 +1 3 1 +04 +3 +04 +1 1 +04 +3+04 +1 3 1 +04 +3+04 +1 1 +02+3 +02 +1 2 1 +02 +3+02 +1 1 +03+3 +03 +1 3 1 +03 +3 +03 +1 1 +C3 +3 +03 +1 1 +03 +3+03 +1 1 +04 +3 +04 +1 3 1 +04 +3+04 +1 3 2 3 3 3 3 3 2 3 3 3 D,E,F,J,If,L 2, CONC ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 + 02 + 1 + + 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 1 +02 +1 +C2 +1 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+14-02+1 2 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 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 3 2 3 3 1 +02 +2 +C2 +1 1 +02 +2 +02 +1 1 +02 +3 +02 +1 1+02 +3+02+1 1 +02 +3 +02 +1 3 1 +G2 +3 +02 +1 3 1 +02 +3 +02 +1 1 +03 +3 +03 +1 2 1 +02 +3 +02 +1 3 1 +02 +3 +02 +1 3 1 +02 +3 +C2 +1 3 1 +02 +3 +02 +1 3 1 +02 +3+02 +1 3 1 +03 +3 +03 +1 P.E. 89X NOKOM(S. FL 34274 m 2 2 3 3 3 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 TABLE 4 1, CONC ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +02+1 +02 +1 1 +02 +1 +02 +1 3 '1+02+1+02+1 3 ;1+02+1+02 1 +02 +2 +C2 +1 i +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +C3 +2 +C3 +1 3 1 +03 +2 +03 +1 2 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 +03 +2 +03+1 3 1 +02 +2+02 +1 3 1 +03 +2+03+ 2 1 +02 +2 +02 +1 2 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 +03+2+03 +1 3 1 +03+2 +03 +1 3 1 +03 +2 +03 +1 2 1 +02 +3 +02 +1 3 1 +03+4 +03 +1 3 1 +03+4 +C3 +1 3 1 +04 +4 +04 +1 3 1 +04 +4 +04 +1 3 1 +04 +4 +04 +1 2 1 +02 +4 +C2 +1 3 14-C3+44-C3+1 3 1 +03 +4 +03 +1 3 1 +04 +4+04 +1 3 1 +05+4 +05 +1 m d - 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1 +04 +4 +04+1 3 3 3 Visibly !letter 2 3 3 3 3 3 2 3 NOTES: 1. ANCHOR - TYPES: 1 -114" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM - (118" A,.090, A) B. 5/16" LAM - (1/8" A,.090,1 /8" HS) C. 5!16° LAM - (1/8" HS,.090, 1/8" HS) D. 7/16" LAM (3/16" A,.090, 3/16"A) E. 7/16" LAM - (3116 A,.090, 3116" HS) F. 7/16" LAM - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG -118° OR 3/16"A, 5/t6' OR 3/1 SPACE, 5116" LAMI H. 13116° LAMI IG -1 /8° OR 3116" A, 5116° OR 318" SPACE, 5116" LAMI E. 13/16" LAMI IG -118" OR 3116" A, 5/16" OR 3/8" SPACE, 5/16" LAME J. 13/16" LAMI IG -118° OR 3116" A, 3/16" OR 1/4" SPACE, 7!16° LAMI - K. 13116" LAMI IG -1/8° OR 3/16" A, 3/16° OR 114" SPACE, 7116" LAMI L 13/16" LAMI IG -1B" OR 3/16" A, 3/16" OR 1/4° SPACE, 7/16° LAMI 1 9° REF. MTG. RAIL, TYP.- sd EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) tmc HR710 X HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH NEEEIING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL.. (3° MIN. O.G. ANCHOR SPACING) 25 3/4° max. - - 1 ( -4--3" MIN. a 1 1 -3 O I X 25 3/4" MAX. 1 112" TYP. 1- -s-3" MIN: MTG. RAIL, TYP. QQ EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS NTS ANCHORAGE SPACING, XOX (1/4-1/2-1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 8 . 11 r Ua 4127 -10 j 8 - (118" h) -(1/8A,.090, 1/8" HS) - (1/8" HS,.090, 1/8" HS) (3116" A,.090. 3/16" A) - (3116" A,.090, 3116" HS) - (3116" HS,.090, 3116" HS) 3. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: A X O 11+C3 +4 +C3+1= 3 I--4----ANCHOR QUANTITY PER JAMB obeli L. Clark. P.E. PE #39712 Structural 66.000 x 38.375. 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2,3, WOOD ZONES HEAD & SILL 2 1 +C2 +1 +C2+1 2 1+C2+ 14-C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+ 1 +C2+1 3 2, CONC ZONES • 1, • :. • • • •.- • • ZONES c HEAD & SILL! m FIWAD &SILL • •• . 2 •?+C2 +1+8)2+1 @ 3 1 +C2 +1 +C2 +1 3 9•14:02 3.1+r2: 1 1C: + 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 9 1.50241 + 1 +C2 +1 +C2 + 1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 1+02 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2 +1 +C2+•.1,3 11 +C2 +1 3, 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1. 1+432 +1 +02+1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +62+1 1 +C2 +1 +02 +1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 2 1 +02 +02+1 3 1 +C2+1+C2 +1 3 1 +C2+1+C2 +1 3 1 +C2+1+C2 +1 3 1 +C2+1 +02 +1 3 1 +1 2 1 +62+1+02+1 11.02+1+C2+1'3 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 3 .1+C2 +1 +C2+1 1 +02+1 +C2 +1 3 1+C2 +1+G2 +1 1 +C2+1 +C2 +1'3 1+02+1 +C2 +1 1+02 +1 +C2 +1 3 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1+02 +1 1 +02 +1+02+1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 3 14-02+1+02+1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 + 3 1 +C2 +1 +C2 +1.3 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 3 3 3 3 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +02+1 1+02+14-02+1 1 +02+1 +C2 +1 1+03+1 +03+1 1 +C2 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +021+C2 +1 3 , 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03 +1 3 1 +C2 +1 +C2+1 3 1+C3+1 +C3 +.1 3 2 3 3 3 3 3 2 3 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+02 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 1 +C2+ 1 +02+1 1 +02 +1 +02 +1 1 +C3 +1+03 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1+02 +1 +02 +1 3 1 +C2 +1 +62 +1 3 14-C2+1+ C24-1 1 +C2 +1 +C24r 1 1 +02 +1 +62 +1 1 +C3 +1 +C3 +1 1 +03 +1 +63 +1 1 +C3 +1 +03+1 2 1 +62 +1 +62 +1 2 1 +02 +1 +62 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 3 1 +62 +1 +62 +1 3 1 +C3 +1 +C3 +1 3 3 1 +02 +1 +02+1 3 1 +C3 +1 +C3 +1 3 3 1 +02 +1 +C2 +1 3 1 +03 +1 +03 +1 3 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +62 +1 2 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02+ 1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03-1-1 +C3+1 3 ( ANCHOR QUANTITIES, XOX 013 - 113- 1 /31,WINp CMS GLASS TYPE ANCHOR TYPE & SUBSTRATE WINDOW SIZE Il V H 48.0)0 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125x 38.375 48.000 50.895 54.000 60.000 63.W0 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 Lbw RevslBs flan. F.K. 10/17/06 RevsdBK !late: Fit 5113/06 o., Br Date: F.K. 2/26/06 1 + 02 + 1 + 02 + 1 3 1 +02 +1 +02 +1 1 +02 +1 +62 +1 3 1 +02 +1 +02+1 1 +C3 +1 +63+1 3 1 +C2 +1 +02 +1 Reve.Ynns: Chedwi By' Cate: J.J. 3/23/06 A.B..G,ki. . • 1 • • 3 3 3 1 +C3+1 +C3 +1 1 +63 +1 +03 +1 • • • • •• . i • • ZONE -S UEP • • • • • • • 1+0401-01+1 1 +62 +1 +C2 +1 14+1#2+1 1102 +1 1 *Q1 +1 -S +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +62+1 +62+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02+1 +02+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03 +1 1 +C3 +1 +03 +1 3 1 +63 +1 +C3 +1 3 1 +C3 +1 +C3 +1 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G 77-IRLJ L. 3 C, D,E.F.1 J,K, L 2, GONG ZONES g HEAD & SILL 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +62 +1 3 1 +C2 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +62 +1 3 1 +C2 +1 +C2 +1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +03 +1 +03+1 3 1 +C2 +1 +C2 +1 1 +62 +1 +02+1 2 1 +02 +1 +02+1 1 +62 +1+02 +1 3 1+02 +1 +C2 +1 1+02 +1 +02 +1 3 1 +02+1+C2 +1 1 +02 +1 +62 +1 3 1+02 +1 +62 +1 1+C3 +1 +03+1,3 1 +C2 +1 +02 +1 1 +03+1 +03+113 1 +62 +1 +02 +1 1 +C2+1 +C2 +112 1+C2+1+ C2+1 1 +C2 +1 +02 +113 1 +02 +1 +02+1 +C2 +1 +C2 +113 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1J3 1 +C2 +1+C2 +1 1 +03+1 +C3 +113 1+02 +1 +02+1 1+C3+1+03+113 1+62 +1 +02+1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 3 co m 2 3 3 3 3 3 2 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +62 +1 3 3 OTC TECHNOLOGY DRIVE. NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL TABLE 5 1, CONC ZONES HEAD & SILL 1 +C2+1 +C2+1 1 +C2 +1 +C2 +1 1 +62 +1 +02 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 + 3 1 +C2 +1+02 +1 3 1 +C2 +1+02 +1 2 1 +62 +1 +02 +1 1 +02 +1 +62 +1 3 1 +C2 +1+02 +1 3 1 +03+1 +C3 +1 3 1 +C3 +1+03+1 2 1 +C2 +1 +02+1 3 1+C2 1+C2+1 3 1 +C2 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +63+1 +03+1 3 3 1 +C3+1+C3+1 2 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02+1 3 1 +63+1 +03+1 3 1 +C3 +1+03 +1 3 1 +C3+1+C3 +1 2 1+02+1+62+1 3 1 +C2+1 +02 +1 3 1 +C3 +1 +03+1 3 11 +63 +1 +03 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3+1 +C3 +1 3 1 +C4 +1 +C4 +1 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 In to 2 2 3 3 3 3 3 3 Visibly Better NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 118" A) B. 5/16" LAMI - (118 A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 711 6" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3)16" HS,.090, 3)16" HS) G. 13116" LAM! tG -1/8" OR 3/16" 5116" OR 3/8" SPACE, 5/16" LAM -(116"A,.090„ 1FV A) H. 13116° LAMI IG -1/8" OR 3116" A, 5116" OR 3f8" SPACE, 5!16" LAM! - (118" A..090,1/8" HS) I. 13/16" LAM! IG - 118" OR 3/16" A, 5116" OR 3/8" SPACE, 5/18" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAM! IG -118" OR 3/16° A, 3116" 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 - (3116" A,.090, 3/16" HS) L 13116" LAM! 1G - 118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3116" HS) 3.1MNDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A\ DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX O.C. TABLE KEY: O 11+•C3 +1 +03 +1 } 3 J - ANCHOR QUANTITY PER JAMB rate 9' REF. 9" REF. 1-IR710 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1 }ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. H-3" MIN. 1U 8 .1 1 X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NTS 25 3/4" MAX. 1 1/2" TYP•- I M IN. 9 m 11 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127 -10 / Approved as toweling ewe& Oa Wtedatit Date Mud Robert L. Clark P.E. PE #39712 Structural 2,3, WOOD ZONES m •1. 3lyC. ZONES 1102+J' • 3 1102 +1.3 1 +M+`t' 3 1 +02 +1 3 1 +02 +1 3• 1 +02 +1 2 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03 +1 3 1 +03 +1 - 3 1+02 +1 2 1 +62 +1 3 1 +C2 +1 3 1 +02 +1 2 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1+C2 +1 3 1+C2 +1 2 1 +C2 +1 2 1 +02 +1. 3 1 +C3 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C'3 +1 3 2 +C2 +2 2 2 +02 +2. 3 2 +63 +2 3 2 +C3 +2 3 2 +63+2 3 +C3 +1 1+02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +03 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1+C3 +1 +2 2 2 +63+2 3 +1 2 +C2 +2 2+ 1 +62 +1 1 +63 +1 1 +03 +1 1 +02 +1 1+C2 +1 1 +03+1 1 +C3 +1 1 +63 +1 2 +C2 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 2 +C4. +2 2 +C4 +2 2 +C2 +2 2 +03 +2 2 +03 +2 2 +C3 +2 2,3,:V1{Q ©D 2, CONC ZONES ZONES 1, CONC ZONES 1+C3 +1 1+C3 +1 1 +03 +1 1 +03 +1 1 +02 +1 2+03+2 2+63+2 GLASS TYPE ANCHOR TYPE & SUBSTRATE WINDOW SIZE W V H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.004x° 38.375 48.000 50.625 54.000 60.000 63.000 1 +62 +1 1 +62 +1 1 +62 +1 1 +62 +1 1+C2. + 53.125 x 38.375 1 +C2 +1 48.000 1 +C2 +1 50.625. 1+C2 +1 54.000 . 1 +C3 +1 60.000 1 +63+1 63.000 ' ' 1+C3+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 3 1 +C2 +1 3 1 +03 +1 3 2 ..1 +62 +1 2 .1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +03 +1 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 2 1 +6'2 +1 2 1 +02 +1 2 3 1 +02 +1 3 1 +03 +1 3 1 +62 +1 3 1 +03 +1 3 1 +C2 +1 3 1+03 +1 3 1 +C2 +1 3 1+C3 +1 3 1 +C3 +1 3 1 +03 +1 .'60.000 x 38.375 1 +02 +1 2 1 +C2 +1 2 2 +02 +2 48.000. 1 +02 +1 3 1+C2+1 3 2 +03 +2 50.625 1 +63:+1 3 1 +02+1 3 2 +03 +2 .54.000 1 +C3 +1 3 1+C2 +1 3 2 +C3 +2 60.000 1 +63+1 3 1 +C3 +1 3 2 +04+2 63,000 1 +C3 +1 3 1 +C3+1 3 2 +04 +2 66.000 x 38.375 2 +C2 +2 2 1 +62+1 2 2 +02 +2 48.000 2 +62 +2 3 1 +C2 +1 3 2 +03 +2 50.625 2 +C3 +2 3 1 +C2 +1 3 2 +63 +2 54.000 2 +63 +2 3 1 +C2 +1 3 2 +03+2 60.000 2 +C3+2 3 1 +C3 +1 3 2 +6,4+2 '63.000 1 +C3 +1 3 1 +C3 +1 3 2 +04 +2 • • • • • C,D,E,F,I,J,K,. L TABLE 4 74.000 x 38.375 2 +02 +2 2 2 +62 +2 2 2 +02 +2 2 +C2 +2 48.000 2 +63 +2 3 2 +C2 +2 3 2 +C3 +2 50.625 2 +03 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +62 +2 II 54.000 2 +63 +2 3 2 +03 +2 3 2 +03 +2 2+03 +2 3 2 +03 +2 60.000 2 +63+2 3 1 +03 +1 3 2 +C4 +2 1111 �Ti c_ r ir. © 63.000 2 +63 +2 3 1 +C3 +1 3, 2 +C4 +2 3 4 2 +C3 +2 3 2+64 +2 3 R F.K. ReMtel+. F.K. Dal= 10117/06 Maw 5113!06 !Bann 8r. Cate F.K. 2128106 Rents Reaisbeev: R A cheated sy J.J. REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS ADO SPACE DIMENSIONS TO GLASS TYPES G TtIRU L. 3123!06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOM18. FL 34274 Visibly Better NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 - 114" ELCO SS4 CREPE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8' A) B. 5/16" LAMI - (1/8" A,.090, 1/8' HS) 6. 5/16" LAMI - (1/8" HS,.090. 1/8' HS) D. 7116' LAMI - (3116 A,.090, 3/16" A) E. 7/16" LAMI - (3116" A,.090. 3/16' HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI' iG -118" OR 3/16' A, 5/16' OR 3/8' SPACE. 5116" LAMI H. 13/16" LAMI IG - 1/8' OR 3/16" A, 5116' OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16' OR 3/8" SPACE, 5/16" LAMI J. 13/16' LAMI IG - 1/8" OR 3/16' A, 3/16" OR 1 /4" SPACE, 7116" LAMI - K. 13116" LAMI 16 - 1/8" OR 3/16' A, 3/16" OR 1/4' SPACE, 7/16" LAMI L. 13/16° LAM% iG - 1VS" OR 3118" A, 3/16" OR 114" SPACE, 7116° LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT TLARG€R WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON BACH SIDE OF MEETING RAIL CENTERLINE 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 9" REF. HRTIO 12+C3 +2 i 3 I ! ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MN. O.C. ANCHOR SPACING) 183/4" MAX. --.--1 F ' --3" MIN. a .1 1 1 a a _ X MTG. RAIL -} A EXAMPLE CLUSTER W/ QTY. OF {3) ANCHORS (SHOWN IN TABLE KEY ABOVE) O EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS Toler ALUM. HORIZONTAL ROLLER WINDOW, IMPACT acee NTS Mwat /0 " 11 orawp "o. 4127 -10 B - (118" A,.090,118" A) - (1/8" A,.090, 1/8" HS) - (1/8" HS „090,1 /8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3116" HS, 090, 3116" HS) uwrea 41> colisPlY'*3 WO 2. P: fir ♦l�tZ'�s�il .7. 17. r fr obert L Clark, P.E. PE 039712 Structural Revsd ay: 3KSI CONC. 1x WOOD BUC (SEE NOTE 3) 3KSI CONC. Rend By.' L#e: F.X. 10117106 Rosa Ely: Cabe: F.KC 5/13/06 Craw BY: F.K. 2/2806 Revtvons: Rainstorm: B Rarlsko A awaked Sy. J.J. s .a d ADD NOTE 5_ Owte 3123106 DETAIL A DETAIL C W / #zI • • • • ••• •• •• • SEE I$OTE: TI:IIS • • ; S AND NOTE I8 SHOS!8 -:0} • • • • • • • •• • • • 1 • •• • • • • _ • • • • • • ••• •• 1/4" MAX. SHIM TYPICAL HEAD SECTIONS G ] EXTERIOR INTERIOR (HEAD & SRL DETAILS) CONCRETE ANCHOR WI #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 114" SHIM MAX a _ 1 318 MIN. 2x WOOD BUCK (SEE NOTE 3) 21t WOOD BI,{ • •• (SIEd Nt.TE.3) • • ••. • • • • • • • • • • •• ••• •• • • •• • • REVISE EDGE DIST. , BASEMENT & SHE REFERENCES TYPICAL SILL SECTIONS . a •. • • • s Q.. m " . DETAIL B DETAIL p 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) 1 318' MIN. 1/4" MAX SHIM WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX. 1 3/8 MIN. V1.51Gls Better NO I ES: A l. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TOZONCRETE EDGE IS.2 ".. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A 1/4" SS4 CRETE -FLEX CONCRETE ANCHOR WI #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE'3 SHTS. 8-10) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED -BY OTKERS,QR.A a,APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM_ IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA I tRIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX SHIM--.--1 1 3/8" MIN. DETAIL E DETAIL F TYPICAL JAMB SECTIONS ANCHORAGE DETAILS We: 2X WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR V 1 1/4" MIN. (1.5KS1 CMU) OR 1 3/8" MIN. (3KSI CONCRL I E) lx WOOD BUCK (SEE NOTE 3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seriusSimCee HRT1Q Half 4127-10 tmf 8 Robert L Clark, P.E. PE !x39712 Structural Vi !Art-fZ MIAM Alm • • . • .. • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BC(l0.), • • • 4: • • • •: PRODUCT CONTROL DIVISION NOTICE O F ACCEPTANCE ( N O A ' :: • • • : • • : • • .•• E.S. Windows 10653 N.E. Quaybridge Ct. Miami, FL 33158 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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: Aluminum Tubular Mullions APPROVAL DOCUMENT: Drawing No. M04 - 04, titled "Aluminum Tube Mullions," sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 04/26/04 revision "A" dated 08/06/04; signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and aaproval 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 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 Herminio F. Gonzalez, P.E., Director, BCCO • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• •• • • • • • ••• •• • • • • MIAMI-DADE COUNTY, FLORIDA • • • • • METRO -DADE FLAGLER BUILDING • • • •1411 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • NOA No 04-0712.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 Page 1 E.S. Windows A. DRAWINGS • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • ••• • • • •• • ••• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • NOTICE OF ACG•EPTANCE! 3UB1VIITTED •• • • • •• ••• •• 1. Manufacturer's die drawings • • . 2. Drawing No. M04 -04, titled "Alumina n Talbttell ons," Sheets 1 through 8 of 8, prepared by AL- Farooq Corporation, dated 04/26/04 revision "A" dated 08 /06/04, signed and sealed by Humayoun Farooq, 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 and TAS 202 -94 along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3820, dated 06/09/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 06/09/03, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 =94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3819, dated 06/09/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS: 1. Anchor Calculations, ASTM- E1300, structural analysis, prepared, signed and sealed by Humayoun Farooq, P.E dated 06/07/ E -1 Hermini4 F. Gonzalez, P.E. Director, Product Control Division NOA No 04-0712.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E.S. Windows E -2 • • • .. • ..• • • • .. • •••• ..... • ••• • • .. .. • .. . NOTICE OF ACCEPJ NCl�4 EVIDEN CE SUBMITTED D. QUALITY ASSURANCE .... . .. ... .. 1. Miami Dade Building Code Ccnpliefige (B • . • • • .. • ......• E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, 06 /07/04, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance and no financial interest, 06/07/04, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) He I l t l i • Gonzalez, P.E. Director, Product Control Division NOA No 04-0712.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 • • • •• • • • ••• THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT' RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED MD TESTED TO COMPLY WITH THE REQUIREMENTS OF NE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU. COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THIN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. SIZE1 STEP 2 STEP 3 STEP 4 ,STEP 5 • • • • • • • • • • • • • 660 • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • •• • •• • • •• • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• ••• •• • • • •• • • • ••••••• DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS S THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED UN STEP 1 ABOVE. I dt -Rfr t l : 61161_1 a000 4,000 p i 1 I TYPICAL POPIt WINDOW FRAME TUBULAR SHAPES ALLOY >0 6083 —T8 MULUONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Enir: OR. HUMAYOUtI` FARO' STRUCTURES FLA. PE #16557 CAN. NW AUG 1 0 2004 GLAZING PRODUCT 4,000 Apa®sealA Florida . Doe •: W NOM D !E"[Pl-SF''1 Miami' rf • Division By / , (j r • I N Ln z 0 2 2 z IL- l� B 1 drawing no. M04 -04 (sheet 1 of 8 ) 1 3.000 .125 — 7 x-.125 1 X 3 STD. MULLION 6063 -T6 ANGLE CUP 6063 -T5 3.750 MULLION CLIP 6083 -76 • • .•• • • • •.. • • • .•. • • • r r � 1.000 i • • • • • •••••• � •••• • • • I • • . •1 •� • • • . 1�5 �•i • : • • • •• II . •• .•.. 425 • • • 3 • • • ••• • . • • • • • •• • • • • • • • • • • • • • • • • • 338 1 X 4 STD. MULLION 6063 -76 3.000 1 X 3 CUSTOM MULLION 6063 -T6 t"" - Ma - 2 X 3 STD. MULLION 6063 -T6 9-.125 4.000 MULLION CUP 6063 -T6 1 X 4 CUSTOM MULLION 6063 -76 r— 0 1 j 25 2 X 4 STD. MULLION 6063 -76 5.000 2 X 5 STD. MULUON 6083 -T6 6.000 r-2.000-1 2 X 6 STD. MULLION 6063 -T6 9-.125 Bate Eng: TAR00Q STRUCTURES FIJI PE # 18557 C.A.N. 33553355 6.000 AUG 1 0 2004 2X6 HEAVY MULLION 6063 -T6 Approved as eel whit the /.YIPS IT 'SSFlt rol 9-.250 0 Z 0 J 3 2 r - • 1 _a k 1 drawing no. M04 -04 (sheet 2 of 8 ) 19 -1/8' 26 -1/2' 30" 37 42 48' 54' 60" 66' 72" 19 -1/8" 26 -1/2' 30" 37' 42' 48 54' 60" 68' 72" 19 -1/8' 26 -1/2' 30' 37' 42" 48" 54 80' 66' 72" 19 -1/8' 28 -1/2" 30" 37" 42" 48' 54 80' 66' 72" 38 -3/8' 50 -5/8" 58' 63' 150.0 130.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 X 4 CUSTOM X g b'TD• 150. •150.0• 150.0 159 1130.0 160.0 2 XIS STD. • 50.Q 160.0 150.0 100.0. 160.0 2� 8 150.0 150.0 L'1D foie • . 0 151:.0 • 150.0 .1504 .150.0. 150.0 150.0 150.0 WINDOW DIMS. WIDTH (W) MULL SPAN DESIGN LOAD CAPACITY - PSF (TUB/ MU:210)S) ; "; 1X3 STD. 150.0 150.0 150.0 150.0 140.8 150.0 129.2 150.0 150.0 150.0 1 50.0 150.0 150.0 150.0 121.8 150.0 107.1 150.0 93.7 150.0 83.3 150.0 75.0 143.0 68.2 130.0 623 119.2 150.0 150.0 112.9 150.0 99.7 150.0 80.9 150.0 71.2 150.0 82.3 133.6 55.4 118.8 49.9 106.9 45.3 97.2 41.6 89.1 122.1 150.0 88.1 150.0 77.8 150.0 63.1 135.3 55.6 119.2 48.6 104.3 43.2 92.7 38.9 83.4 35.4 75.8 32.4 89.5 1 1 3 CUSTOM 1 1 4 2 X 3 STD. STD. • • ... • • • ... • .. • . • • • 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160 0 150.0 160.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1'.50.0 150.0 1 50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 mm 180.0 160.0 144 7 150.0 1500 150.0 150.0 128.8 150.0 150.0 180.0 150.0 115 8 150.0 150.0 130.0 150.0 105.3 150.0 150.0 150.0 150.0 96.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 160.0 150.0 124.9 150.0 150.0 150.0 150.0 110.0 150.0 150.0 150.0 150.0 98.2 150.0 160.0 150.0 150.0 85.5 150.0 160.0 150.0. 150.0 77.0 150.0 160.0 150.0 150.0 70.0 1420 1500 150.0 160.0 64.2 130.2 1500 150.0 160.0 150.0 150.0 1500 180.0 150.0 136.0 160.0 160 0 150.0 160.0 120.2 150.0 150.0 150.0 150.0 87.4 150.0 150.0 160.0 150.0 859 150.0 1500 150.0 150.0 75.1 150.0 150.0 150.0 150.0 66.8 135.4 1300 1 50.0 150.0 80.1 121.9 150.0 150.0 150.0 54.8 110.0 150.0 150.0 150.0 501 101.6 150.0 150.0 150.0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • ALL LOADS ARE EXT.( +) /INT.( -). WINDOW DIMS. :WIDTH (W) 19 -1/8' 26 -1/2' 30" 37" 42' 48" 74 -1/4' 54' 60' 66' 72" 19 -1/8" 26 -1/2' 30' 37 42" 48' 54' 60' 68' 72' 19 -1/8' 28 -1/2' 30" 37' 42' 48 54' 60' 88 72' 19 -1/8' 26 -1/2' 30" 37' 42' 48' 54' 60' 66' 72' DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) MULL SPAN 84' 96' 108• 113 STD. 74.8 53.8 47.5 r 38.5 33.9 29.7 26.4 23.8 21.6 51.5 37.2 32.8 26.6 23.4 20.5 34.5 24.9 22.0 24.2 32.0 1 23.0 11 CUSTOM 1% 4 1 2 X 3 STD. 1 STD. 150.0 1 115.1 115.4 1 83.1 101.9 1 73.4 82.6 59.5 72.8 52.4 63.7 1 45.9 58.8 1 40.8 51.0 1 38.7 48.3 1 33.4 42.5 1 30.8 110.4 1 79.5 79.7 1 57.4 70.4 1 60.7 57.1 1 41.1 50.3 1 36.2 44.0 I 31.7 39.1 1 28.2 35.2 1 25.3 29.3 1 21.1 74.0 1 53.3 53.4 1 38.4 47.2 1 34.0 38.2 1 27.5 33.7 1 24.3 29.5 I 21.2 26.2 23.6 21.4 51.9 1 37.4 37.5 1 27.0 33.1 1 23.9 26.9 - 39.2 23.7 - 1 34.6 20.7 1 1 4 CUSTOM 2X4 SID. 150.0 150.0 148.9 120.7 106.4 93.1 82.7 74.4 67.7 82.0 150.0 116.4 102.8 83.4 73.5 64.3 57.1 51.4 46.7 42.8 108.1 78.0 68.9 55.9 49.2 43.1 38.3 34.4 31.3 28.7 75.9 54.8 48.4 30.2 26.9 24.2 22.0 20.2 2 15 STD. 150.0 150.0 150.0 150.0 150.0 150.0 144.8 130.2 118.3 108.5 150.0 150.0 150.0 145.8 128.4 112.4 99.9 89.9 81.7 74.9 150.0 136.4 120.5 97.7 86.0 75.3 66.9 60.2 54.8 80:2 132.7 95.8 84.6 68.6 80.4 52.9 47.0 42.3 38.5 35.3 218 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.7 127.9 117.3 150.0 150.0 150.0 150.0 136.8 119.7 108.4 95.8 87.1 79.8 150.0 150.0 134.5 109.1 96.1 84.1 74.7 67.3 81.2 58.1 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 50.0 .0 1 .0 150 1 150.0 150.0 150.0 146.6 150.0 150.0 150.0 150.0 150.0 150.0 137.3 123.6 112.3 103.0 MULLIONS TYPICAL J UL JON ARRANGEMENTS WIDTH (W) = W1 + W2 2 WINDOW DIMS. WIDTH (W) 19 -1/8' 26 -1/2" 30' 37" 42' 48' 54' 80" 88" 72" 19 -1/8' 26 -1/2' 30' 37' 42' 48 54' 80" 86" 72' 19 -1/8' 26 -1/2" 30' 37' 42 48' 54' so' 68' 72" DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) MULL SPAN 120' 132' 144" 1 X 3 STD. 1X4 STD. 37.9 27.3 24.1 28.5 20.5 21.9 CUSTOM 2X3 STD. 27.3 20.5 CUSTOM 2X4 STD. 55.3 39.9 35.3 28.8 25.2 22.0 41.6 30.0 28.5 21.5 32.0 23.1 20.4 2X5 STD. 98.7 09.8 61.7 50.0 44.1 38.5 34.3 30.8 28.0 25.7 72.7 52.5 48.3 37.6 33.1 29.0 25.7 232 21.1 58.0 40.4 35.7 28.9 25.5 22.3 216 STD. 150.0 111.0 98.1 79.5 70.1 51.3 54.5 49.0 44.6 40.9 115.6 83.4 73.7 59.7 52.6 46.1 40.9 36.8 33.5 30.7 89.0 64.3 56.8 40.5 35.5 31.5 28.4 25.8 HEAVY 150.0 150.0 150.0 128.7 112.8 100.1 90.1 81.9 75.1 150.0 150.0 135.4 109.8 96.7 84.6 75.2 56.4 150.0 118.0 84.5 74.5 65.2 57.9 52.1 47.4 43.4 ARCHES TO BE OWNED WIDE RECIANGULAR SHAPE GLAZING PRODUCT VERTICAL GLAZING PRODUCT STRUCTURES FLA. PE i C.A.N. \ -:..:2- -7, 4 GLAZING PRODUCT PRODUCT 11 MULLION SPAN HORIZONTAL tAJWON 0 if is u- otr5 2 I g * tok Z: WOIR drawing no. M04-04 sheet 3of • • • •. • • • .•• DESIGN LOAD CAPACITY - EMI? : : :• WINDOW DIMS. WON (W) 19 -1/8' 28 -1/2" 30' 37' 42" 48 54" 60" 66' 72' 19 -1/8' 26 -1/2' 30' 37" 42' 48' 54° 80' 86" 72" 19 -1/8" 26 -1/2" 30" 37" 42' 48' 54" 60" 88' 72' 19 -1/8" 26 -1/2' 30' 37' 42' 48' 54 80' 66 72' MULL SPAN 38 -3/8" 50-5/8" 58' 63' ANCHORS TYPE • ••• • • • A 150.0 110.4 97.6 79.1 89.7 61.0 54.2 48.8 44.3 40.7 116.0 83.7 74.0 60.0 52.8 46.2 41.1 37.0 33.6 30.8 101.3 73.1 64.6 52.3 46.1 40.3 35.9 32.3 29.3 26.9 93.2 87.3 59.4 48.2 42.4 37.1 33.0 29.7 27.0 24.8 8 150.0 145.0 128.1 103.9 91.5 80.1 71.2 64.0 58.2 33.4 150.0 109.9 97.1 78.7 69.4 60.7 53.9 48.5 44.1 40.5 132.9 95.9 84.7 68.7 60.5 53.0 47.1 42.4 38.5 35.3 122.4 88.3 78.0 63.3 55.7 48.8 43.3 39.0 38.5 32.5 c 1lp 1" .d 180 .0 150.0 139.4 . 122.0 108.4 97.6 88.7 81.3 150.0 150.0 147.9 119.9 105.7 92.4 82.2 74.0 67.2 61.6 150.0 148.2 129.1 104.7 92.2 80.7 71.7 64.8 58.7 53.8 150.0 134.5 118.9 95.4 84.9 74.3 88.0 59.4 54.0 49.5 D .'1 11d6 '.:5d • • 159 ' . •T50.0 :••150 150.0 150.0 • L50.0 • 140.0 • 180!0 • •150.0_ 150.0 150.0 140.1 150.0 128.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 148.0 150.0 129.8 150.0 118.8 106.2 97.3 150.0 150.0 150.0 150.0 145.7 127.4 113.3 102.0 92.7 85.0 150.0 150.0 150.0 150.0 134.1 117.3 104.3 93.9 85.3 76.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 • •: *1NDOW DD3S. WIDTH (W) • t 18- st /2" • • 30 . 37' s!2" • d8 80" 88' 72' 19 -1/8' 26 -1/2" 30' 37' 42' 48" 54 60' 66" 72' 19 -1/8" 26 -1/2' 30' 37' 42' 48" 54' 80' 66' 72' 19 -1/8" 26 -1/2' 30" 37° 42' 48" 54 so" 88' 72' MULL SPAN 74 -1/4" 84' 68' 108" DESIGN LOAD CAPACITY - PSI? ANCHORS TYPE A 8 79.1 57.1 50.4 40.9 38.0 31.5 28.0 25.2 22.9 21.0 69.9 50.5 44.6 36.1 31.8 27.9 24.8 22.3 20.3 81.2 44.2 39.0 31.6 27.9 24.4 21.7 54.4 39.2 34.7 28.1 24.8 21.7 103.8 74.9 66.2 63.7 47.3 41.4 36.8 33.1 30.1 27.6 91.8 88.2 58.5 47.4 41.8 36.8 32.5 29.3 28.6 24.4 80.3 58.0 51.2 41.5 36.8 45.5 32.5 28.4 25.3 c 1 D 37.1 1 58.7 150.0 1 150.0 114.2 1 150.0 100.8 1 150.0 81.8 I 129.2 72.0 1 113.8 63.0 1 99.6 56.0 1 88.5 50.4 I 79.6 45.8 ! 72.4 42.0 1 68.4 139.8 1 150.0 100.9 1 150.0 89.1 1 140.8 72.3 1 114.2 63.7 1 100.6 55.7 1 88.0 49.5 1 78.2 44.8 f 70.4 40.8 64.0 122.4 1 150.0 88.3 I 139.5 78.0 1 123.2 83.2 1 99.9 55.7 1 88.0 32.0 48.8 1 77.0 28.4 43,3 1 88.4 25.8 39.0 1 81.8 23.3 35.5 1 58.0 21.3 32.5 t 51.3 71.4 51.5 108.8 150.0 78.5 124.0 69.3 I 109.5 58.2 I 88.8 49.5 I 78.2 43.3 1 68.4 38.5 1 60.8 22.8 34.7 1 54.8 20.7 31.5 1 49.8 28.9 1 46.6 8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 144.8 132.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.8 128.0 117.3 150.0 50.0 1' .0 1 ' 130 138.9 123.2 112.0 102.7 150.0 150.0 150.0 150.0 150.0 136.9 121.7 109.5 99.8 91.3 • • • • • • • ALL LOADS ARE EXT.( +) /TNT.( -). .NOTE: ANY ANCHOR CONDMON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS \ c) WINDOW DIMS. MOTH (W) 19 -1/8" 26 -1/2' 30' 37' 42" 48' 54" 60" 66' 72' 19 -1/8' 28 -1/2" 30" 37" 42" 48" 54' 60' 66" 72' 19 -1/8' 28 -1/2" 30" 37" 42' 48' 54" 80' 68' 72" MULL SPAN 120' 132" 144' DESIGN LOAD ANCHORS TYPE A 48.9 35.3 31.2 25.3 22.3 IRO 44.5 32.1 28.4 23.0 20.3 40.8 29.4 26.0 21.1 CAPACITY - P8? 8 84.3 46.4 41.0 33.2 29.3 25.8 22.8 20.5 58.4 42.2 37.2 30.2 26.6 23.3 20.7 53.5 38.8 34.1 27.7 24.4 21.3 c 97.9 70.8 62.4 50.8 44.6 39.0 34.7 31.2 28.4 26.0 89.0 64.2 58.7 46.0 40.5 31.5 28.4 25.8 23.8 81.6 58.9 52.0 42.2 37.1 32.5 28.9 28.0 23.8 21.7 D 150.0 111. 98.8 79.9 70.4 61.6 54.8 49.3 44.8 41.1 140.5 101.4 72.6 64.0 49.8 44.8 40.7 37.3 128.8 93.0 82.1 58.7 51.3 41.1 37.3 150.0 150.0 150.0 150.0 140.8 123.2 89.6 82.1 150.0 150.0 145.3 128.0 112.0 99.6 89.8 81.5 150.0 150.0 150.0 133.2 117.3 102.7 91.3 82.1 74.7 PRODUCT ANcHORS • VEFITICAL MULLION MAZINO PRODUCT ANCHORS Wa 1 TYPICAL MULLION ARRANGEMENTS ANCHORS TYPE ARAD OR E PRODuer Env: DR. fil.INAYOUir STRUCTURES CIA PE 1,16557 CAN. N-35 MULLION SPAN -H0167.014TAL MULLION U \Ar& t HOR # OLAZINO PRODUCT ARCHES TO 1M DISCRISED INSIDE RECTANGULAR SHAPE ANCHORS Approved as complying with the 1 8 ; rat ars - drawing no. • • •. • • ••• 1 -1/2' MIN. 1" MIN. EDGE DIST. =ISM ALTERNATE ANCHOR LOCATION • • • • • • • ••• • 1/4"• TAPCONS • • • • • • • 1 -1/4' MN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) • • • • •• ; • • • • • . li .••: • 4• • • • • • • •• ... 1BY OR 2BY WOOD BUCK • 1/4' TAPCONS 1 -3/8" MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) F "" 0 11.11" ..740 -alle0 WOOD STRUCTURE ANCHORS TYPE 'A' • • • • • • "' 1/4' TAPCONS 1 -1/4' MIN. EMBED tNTO MASONRY 1 PER ANGLE •• • ••• • • • • • • • • • . • • • %•• • • • • 1. ■ • • • FLOATING CUP #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE Mlii11i J • FLOATING CUP #14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 114' TAPCONS 1 -3/8' MIN. WOOD PENETRATION 1 PER ANGLE • 2X2X1S ALUM 11 !""'"1111= 1. 111P, 2X2X18" ALUM 1 -1 /2' MIN. EDGE DIST. �. 1' MIN. ALL CUPS AND ARLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1/4' TAPCONS 1 -1/4' MIN. EMBED INTO MASONRY 1/4' 4 PER CUP (2 ON EACH WING) MIN. I/ . • 1" MIN. EDGE DIST. "" i ,.. 111 t BY WOOD BUCK 1/4" TAPCONS 1 -3/8" MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) W 1 ,11P Wrai 011111 g *WA 2 BY WOOD BUCK ANCHORS TYPE 'C' 1/4" TAPCONS 1 -1/4' MIN. EMBED INTO MASONRY FLOATING CL P 1{14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4" 7APCONS 1 -3/8" MIN. WOOD 2 ANGLE Pl e m r e ° 00 . 11... .0 . 01 • Wri =i ur FLOATING CUP j14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE gr DR. HUMAYOUN ARODQ STRUCTURES C.A.N. 2 X 2 X 1 8' ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE emptying witbllia O ° 8 0 Ow u g aP agAgi 1:410 z g 7 J 4 1 (sheet 5 n of 8 • 2 drawing no. M04 -04 • 1 -1/2' MJN. EDGE DIST. 3/4 MIN. EDGE . PM"- . 1 -1/4- MIN. EMBED INTO 41A5bNRY • • 4 PER CLIP (2 ON EACH WING) WOOD BUCK 3/18' TAPCONS 1 -3/8 MIN. WOOD PENETRATION 2 PER CLP (1 ON EACH WING) 3/ 8 TAPCONS 1 -1/4- MIN. EMBED INTO MASONRY 2 PER CUP (1 014 EACH WING) • ' . . .• •• • • • • • • • • ( i/18 - rtAPCi6MiS: •: •• • • • • • • • • • • • • • • ••• • .v • •• •• •• • .• • ••• • • • • • FLOATING CUP ANCHORS TYPE *B' 3/16- TAPCONS 1 -1/4- MIN. EMBED INTO MASONRY 2 PER ANGLE /10 SMS 1 -3/4. O.C. MIN. 2 PER ANGLE 3/18' TAPCONS 1 -3/8 MIN. WOOD PENETRATION 2 PER ANGLE ii161ii mommommuse E 3/18' TAPCONS 1 -1/4- MIN. EMBED INTO MASONRY 1 PER ANGLE #14 SMS 2 PER ANGLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. Engn STRUCTURES F FLA. PE # _ t _ 8567 C.A.N. 3539 Mired AUG 1 0 2004 z6 o N R 0 - f aa m 2 zDia: W X20 1 1 drawing no. M04-04 (sheet 6 of g 2 -1/2" MIN. EDGE DIST. Y .. t•, • • • . a . ALTERNATE ANCHOR LOCATION EDGE DIST. • ••• • ♦♦ e ••• i• •• • • • i• •• • • • • • • • • • • • 1/4' TAPCON4 • • • • • • • s / • • • • • • • 1/4 TAPCONS 1 -1/2' MIN. •EMBED RIO* MASQNRT • • • 1-1/2° MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE • • • • • • • • M 0 •• ANCHORS TYPE 'D' • • •• • • ••• • • • • • •, s • • • • ow- r • •• • • • • • ••• •• FLOATING CUP #14 SMS 2" O.C. MIN. 2 PER ANGLE 1/4' TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 2 X 2 X 1 B' ALUM ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR RAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AUCAL I- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WH1 E ATE LACQUER. 1/4" TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 2-1/2' MIN. r iDGEDST. 1 . • I i LJ 1 I 1 V ANCHORS TYPE 'E' V" • - FLOATING CUP r . STRUCTURES FL A. 78II57 1/4" TAPCONS ° 1 -1/2" MIN. EMBED INTO C RY 2 #14 SMS 4 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES Approved ,M cosid71 the 2X2X1 /e' ALUM ANGLE .. •. • • ....• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••••••• •••• • • • •• • ••• • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • •• ••• • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• TUBES MAY BE NOTCHED AS AS SHO �O ALLOW INSTALLATION CUP CAULK JOINT AFTER ASSEMBLY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION It # 14 S.N.S. 2/ CHANT tO F.H. / SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON ACCESS HOLE #14 FN SMS 2 PER CUP 1 -1/2. O.C. MIN. #10 FH SMS 2 PER CUP r O.C. MIN. 1 -3/4' X 2' X 1/8 (FOR 2BY TUBE) 3/4' X 2" X 1/8' FOR (MY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE TUBE MUWON TUBE MUWON ANCHORS DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'D' TO VERIFY CAPACITY OF CONNECTION EEr OR. HUMAYOUN FAROOQ STRUCTURES ;LA PE j 18537 CAN. x'35 AUG 1 0 2004 Approved tm4wmpilyMig erirl)raMs Dade NOM � IC•t 3 fis f l i F .•. t i ? "61 r ZZ z 0 � N drawin no. , M04-04 sheet $ of $ k 2 MIAMI.DADE Coum•.Y • • • •• • • • • • • • • • • • • • BUILDING CODE COMPLIANCE. OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF'ACCEPTANCE (NOS PGT Industries , P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. • The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 the Florida Building Code, including the High Velocity Hurricane Zone. . DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No,`972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7-12-99 and last revised on 09- 27 -06, signed and sealed by.Robert L. Clark, P,E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear 0 permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion. of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its. distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0927.13 and, consists of this page 1 as w411 as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda • • • • • • • • • • ' • • • • • ••• • • • '• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • • • • • • • • • METRO -DADE FLAG'LER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 • • www,buildingcodeonline.com • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• NOA No. 06-0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 • PGT Industries • ••• • • • • •• t ••• • • •• •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• NOTICE 01? ACS 2';4NGi �? 1E • S'[TBMITTEjp • • • • ▪ •• ••,• • •• ▪ ••• • • : • A. DRAWINGS (transferred from file #02- 0927.13) 1, Manufacturer's die drawings and ieci'ions p • • • • 2. Drawing No, 972, title$•.Ali i u V Doc ; w/ Sidelites ", sheets 1 through 9 of 9, prepared by PGGInduStries' dated P42•91 and last revised on 09- 27 -06, signed and sealed by L. Clark, P.E. B, TESTS (transferred from file #02- 0927.13) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 - 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile •Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC andPA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w1 sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file #02- 0927.13) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2• (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc.., Test Report No. FTL -2612, dated September 29,2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL -1973 & 1+'1L -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1 - 14 - 00, prepared, signed and sealed by Robert L. Clark, P.E..(transferred from file #02- 0927,13) 3. Glazing complies with ASTME- 1300 -02 SIA.k� haq L Chauda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 . E -1 POT Industries • • ••• .. • • •.• .° •• •• • • • •• •• • • • • • • • • • • • • • ••• • •• 41 • • • • • • • • • • ••• • • • •' ••• .• • . •• ••.. • . . •• • NOTICE OF ACCEPT.ANt;. a i_V,_ fL 14 UBMITTED • •• ••• • • • D) MATERIAL CERTIFICATJONS 1. Notice of Acceptance Ni ... Q54208.024ssiac+ tq 43. I. DuPont DeNemours. for "Butaeite PVB ", expiiinz gn;1?, f 1a l2Q t 0; • • • 2. Notice of Acceptance Wit. Q54)8'2.70: ilsttad to+5'olutia, Inc. for "Solutia Interlayers", expiring on 03/04/09, E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12, 199, . signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared.by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendumletter, along with marked-Up drawing of reinforcement (sidelite).dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6, Meeting Summary dated January 26, 1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02-0927.13. 2. E -mail correspondences dated May - September 2006 between PGT. and .BCCO. 3. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999 (Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 4. Prior related file NOA(s) 02- 0927.13, 01- 0417.06 & 98-0506.02. E -2 s4 CAAvt4 Ishati I. Chanda, P.L. Product Control Examiner NOA No. 06. 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 • • • ••• • • • • • • • • ••• • • • • • • • • ••• • • 36 1/8" MAX. • 33 3/8" : MAX DLO • • 000 • • • • • • • • •• X 0 71 3/4" MAX. • • • • • • • • • •• • • • • • • • • • • Zr in • • 25" MAX. •• • • ' • • DLO • • • DLO • • • • • I • ASTRAGAL INTER SEC770N (SEE NOTE 6 & CLUSTER' DETAILS 4, Ei,E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC -(6), WOOD (7) TYPICAL ALL CONRGURATIOAIS • 36 1/8" MAX. 33 3/8" MAX DLO 4.• ,LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) .ognoN 1 .402 (3/8") LAMINATED (3/1a" HEAT STRENGTHENED .090 INTF_RLA1 1/8" ANNEALED) •OPTION 2 - .402 (3/8") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERIAYER 1/8" HEAT STRENGTHENED) .OPTION 3 - 7/16" LAMINATED (3/16' HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) . o . n61.1 4 7/1,6" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) 2.) ESIGN PRESSURE : RATING: (SEE TABLES SHED' - 3-) ANCHORAGE ME 33 1/3% STRESS INCREASE 1-LS NOT BEEN • USED IN THE DESIGN OF THIS PRODUCT. • • FOR ANCHOR SPACING SEE .NOTES 6 AND 7, SHEEP 3. 4.) SHUTTER REQUIREMENT: SHUI I ERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL-2067, 2241 AND FTL-2612 A Elto TEXTRON NOA 04-0721.01 AND 03-02255.05 ANSI/AFeceA NDS-2001 FOR WOOD CONSTRUCTION SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL. CORNER SEAM. 7.) THIS PRODUCT HAS BEEN DESIGNS) AND TESTED TO COMPLY VVETH THE REQUIREMENTS. OF n*-LE. FLORIDA BUILDING CODE, 2b04 EDITION FOR THE HIGH vdocrry HURRICANE ZONE (1-1V1-42). 8.) CONFIGURATIONS: oXXO, OXO. OX. X0, XX, X AND 0 • • 1 1/4" HINGE LOC. 13 1/4" HINGE LOC. 1)1 -t. Robe L Clerk. P.E. #39712 Sfructuro1 CENTERUN HINGE LOC. 96" !VAX' 85 1/8" MAX DI_O TYP. 6 1/2" MAX, 13 1/2" MAX. :a6.. INDUSTRIES 1070 TECHNOLOGY OWE NOKOMIS, FL 342 P.O. BoX 9529 NOKOMIS. FL 34274 36 1/8" .MAX. 333/8" MAX. DLO 1 1 1 • . . - R0•sci Byz- EX. 7/15/06 Retthd By F_K. - Dots: Date: 9/22/06 Prawfl 133:‘ Date: • D: B. 7/12/99 Series/aback FD - 1 0 1 , 37 1/2" MAX 25" MAX DLO DOOR-SIDELITE INTERSECTION (NOTE 6 & CLUS I LK DETAILS, C, D, G &- 11, SHEET .3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) . SILL CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS • . . Scale: NTS Reiision.=E-AOD CONFIG. REVISE ANCHORAGE RsIons.-F-ADD FTL-2612 & MISC. maFka) CHANGEE 36 1/8" MAX 33 DLO i.§ iti4eliceszde-esV acifiadez mite mama mitt StAillat Description: -ELEVATIONS OXXO & .9X0 ALUMINUM. FRENCH Door? IV sioEuTEs• Sheet Drawing No Rev F 1 of 9 • 972 . 21' MAX. 0.C. CONCRETE 1.5 MAX 0.C. w000 TYPICAL ALL CONFIG. OXXO & OX0 6" MAX f 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275' P.O. 8OX 152-9 . NOKOMIS, FL 34274 Drawing P1o. 972 85 1/8" AW- OLO 1?P. Revsd By: .F.K • MAX_ Wt0i'y 96 AdAZ 33 3/8." • AMAX 36 7/8 DLO • ••• • • • • •.• • • •• •. • • - * • •. • •• • • • • • 71 3/4 MAX. • •• • • too • • • • • • • • 25 PAX* • • • ./ • • • .• DLO• • • •• eDL0 • •• • 1 13 1/4" HINGE LOC. TYP. 1 ASTRAGAL INTERSECTION I (sEE NOTE 6 & CLUSTER A DETAILS A, Q E & F SHEET' 3) HERO — CONC (3), WOOD (7) SAL — CONC (5). WOOD (7) TYPICAL ALL CONFIGURATIONS 85 1/8 ".`MAX. DLO • • 13 7/4" HINGE LOC. TYP_ a ca CENTER LINE HINGE LOCATION TYP. 13 1/2" MAX., 0.C. 7 MAX "MAX. A 13 1/2 MAX. 0.C. WOOD OR CONCRETE TYPICAL ALL X & XX 6 .. 1/2.: .I MAX 13 1/2 MAX. O.C. DOOR— SIDELITE. INTERSECTION (NOTE 6 & CLUSTER DETAILS. C. D, G & H, SHEET 3) A ANCHORAGE CONDITION HEAD - CONE (3), WOOD (7) SILL — CONC '(6), WOOD (7) TYPICAL ALL CONFIGURATIONS Revsd By F.K. • :Dates 7/15/06 Date: 9/22/05 X0 0 R 0 X (X0 SHOWN) 37 1/2" MAX. • 25" MAX. DLO Rgvtstons_E —NEW SHT. ADO XX,. X, X0, OX, 0 RevF1dns F—REWSE ANCHORAGE Drawn 0y: Date: ©.B. 7/12/99 rms.-4x.= ELEVATIONS . - XX X, . X 36 1/8° MAX. 33. MAX. DLO Stiliellkes Re, I, OX AND 0 A 21 ° MAX O.C. CONCRETE 13 1/2 MAX 0.C. WOOD 6° MvfAX. 0 • )0( WID71-fa 30.0001 • 33:009 ' • , 36.125 c . • 87_500 • 71.750 79;7 • +75.0 -75.0 ÷ 1 -75,g 4 75.0 1-: + 75.0 1 it75.0 1 -75. 83,50 • +75.a -75:0 i7 1.71.5 .-711 +07 -T5.11 +7 .0 -75.0 5.07 -75.0 +75.0 -75.0 +74.2 -74.2 +67:81-67:8 +75.0i -75.0 +75.01 +71.9 -71.9 +75.0! -75.0 - COMPARATIVE AgIALYSIS I.A l I . .t 3/8" LAMI (3116" HOT STRENGTI-IENED .090 PVB I/8' ANN • • , • • • • • . • • He:VT . • • • CONFIG. +64.4 i -64.4 +75.01 -75.0 +75.01 -75.0 o).)0, oXo, O)OO DfSIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE OMPARATIVEAML#IS Ttail31LE 2. - GLASS OPTIONS 4.3 AND 4 LAM ( .090 PVB 1/8" HEAT STRENGTHENED) 7/WP LAW (31" HEAT I STRENGTHENED .090 PVB 3/16 ANNEALED) . 7/16" LAMI (3116' HEAT STRENGTHENED .090 PVB. 3/16" HEAT STRENGTHENED) • HEIGHTS 0 X WIDTH .36.125 37.500 71.750 ,79 750 +75.01 -75.0 +70t-75o +75[.01 -75.0 • 9t750 +750 +75.01-75.0 +75.01 -75.0 95.750 +75.01 -75.0 +75.01 -75.0 +75.01 -75.0 CONFIG. 83.750 87q50 • +75.0-75O +75_0 1 -75.0 +75.0i -75.0 +-° -75:0 +75.0! 7 75 7 0 +75.01 -75_0 OX XO, OXO, OXXO DP (ALL HEIGHTS TO 95.750) . • I- MAX. DETAIL A (ASTRAGAL HEAD) MA DETAIL B (ASTRAGAL. SILL) • • ••• • • • • • CONCRETE SUBSTRATE X • • ••• • •• •• • • • • LED) 91.750 • 95.750 75.0 1 -75.0 DETAIL . 0 (DOOR -SIDELITE HEAD) 8X. 12" MAX " MA 4" MAX. • DETAIL D (DOOR- SILL) NOTES: 7.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM t 1300-02. 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM t`. '1300-02. 3) GENERAL: DAY LIGHT OPENING (DLO) HEIGHT .= DOOR HEIGHT -10 7/8". SIDEUTE DLO WIDTH = SIDELITE WIDTH ,-2 3/4". • DOOR PANEL DLO WIDTH' = PANEL WIDTH -12 1/2". 4) THE • DP FOR Q. .QX, • OW AND EagAtt THE 'DESIGN: PRESSURE FOR THE LARGEST SIDELITE (Q) COMPONENT. 5) APPROVED ANCHOR TYPES: WHERE FIAT HEAD ANCHORS ARE REQUIRED THEY MUST BE 142 WAD QM 5.05 TRIMEIT WO, • A. .1/4'. Etca. TAF;e0g . 1/4" ELGO SS4 CREIE-FLEX C: #12 sTEr_i_. SCREW (G5) 6.) ANCHORAGE: ANCHOR TYPES A OR 13 JN CONCRETE-ANCHOR TYPES A. B OR .0 IN WOOD. READ & S111 6 1/2" MAX: FROM CORNERS AND ' 1/2" MAX. O.C. ANCHOR TYPES A OR B CONCREI t. SUBSTRATE: HEAD AT. ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR7-SIDELITE INTERSECTION: 4" MAX. ON SIDEUTE SIDE AND 4" & 8" MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL. AT ASTRAGALS & DOOR-SIDEUTE INTERSECTION: 4". 8" & 12" MAX_ EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS B & D. SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2 MAX. O.C. DOOR JAMEiS: MAX ctikNET.is 'AND 21 MAX. 0.C. ANCHOR TYPES A. R OR C WOOD - SUBSTRATE: HEAD AND SILL AT ASTRAGALS: 4", 8 &: 12 MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E & F HEAD AND SILL AT DOOR-SIDELITE INTERSECTION: 47 & 12" MAX. ON SIDEUTE SIDE AND 4", 8", 12, & 16" ON DOOR SIDE (7). SEE • DETAILS G s& H. DOOR AND SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX- 0.C. DETAIL E (ASTRAGAL HEAD) • DETAIL G (DOOR-SIDELITE HEAD) WOOD SUBSTRATE • • Robert L.' aark. F.E. • PE #3971:?. • Sti-ucturtd x 12" MAX. ET" MAX- • 4" MAX DETAIL F (ASTRAGAL SILL) NO FL 34275 • I.O. 60X 1529 NOKOMIS. FL' 34274 • /6" MAX 12" MAX ---1 . 47 AJAX 8" MAX. • FD-101 _MIIIMIMILIALlii..11111111• 16 MAX. - 4... MAX. 12" MAX • 1 8" MAX. DETAIL H -(DOOR-SIDELITE. SILL) . RV tti By: DOW RevissonwE-COMERCE 1AN-65 Ek - -7/15/06 k REVISE ANCHOWE Revsd 13,K Date; RevFsions: F-4WSE _TABLES & F.K. 9/22/06 44.--5 ANCHORAGE. ADD DETAILS. Drawn Sy: .D,R. DescnIption: 4. Oats 7/12/99 amvu_s. . PRES.:SOW TABLES • ! TECHNOLOGY DRIVE P9 = - 2411431M itmlitatrivitt 111 BOA% ALUM FRENCH POOR W1 SIDEVTES R . Series/M ,xtet: Sate: Shea& . • Drawing No- ' NTS 3 of . 9 972 EXTERIOR DOOR DOOM • • • • • ... • 3/16" HEAT STRENGTHENED .090 IN ERLAYER (SEE NOTE) . f8 _ AN • • GLAZING OPTION 1 .402 (3/8") LAMINATED 3/16" HE4T STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENL- .271 • • • .• • • . .. • . • • • •. •. • • • • • • • • • • • • ... • • • • EXTERIOR A EXTERIOR . • LEI4 SIDEUTES SIDELITES GLAZING °Pr 4 7/16" LAMINATED • •. 3/16" HEAT STRENGTHENED 7 41 ED (SEE NOTE) 3/16° HEAT STRENGTHENED _090 INTERLAYER (SEE NOTE) 3/16" HEAT STRFJ%IGTHENED .271 DOOR REFEREWCE TEST REPORT: FTL -2067 3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTI .090 INTERLAYER (SEE NOTE) .090 INTERIAYER (SEE NOTE) 1/8" HEAT STRENGTHENED 1/8" HEAT STRENGTHENED EXTERIOR GLAZING OPTION 2 .402 (3/8 ") LAMINATED A NOTE: INTERdAYER MAY BE DUPONT BUTACIiE PVB OR SOLUTIA SAFLEX /KEEPSAFE MAXIMUM. Robert L Gcrk; P.E. PE #39712 Structural SIDELITES _437 1070 TECHNOLOG DRIVE NOKOMIS, Fl 34275 P.O. Box- 1529 ' - NOKOMIS. EL 34274 Revsd By: F.K. . Revsd By: F.K. Drown By: D.8. Description: DOOR 3/16" HE4T STRENGTHENED 3/16" HEAT STRENGTHENED T .090 INTERIAYER (SEE NOTE) .090 INTERIAYER (SEE NOTE 3/16" ANNEALED 3/16 " ANNEALED Date: 7/15/06 Date 9/22/06. Date: 7/12/99 .437 GLAZING 'DL (AILS Ogle 111111 .37 EXTERIOR GLAZING OPTION 3 7/16" LAMINATED Revisions: E —NO CHG THIS Si-IT Revisrons F —ADD SOL,UTL4 & EXT. SIDELITES 17ue: ALUMINUM : FRENCH DOOR w/ SIDELITES Rev: F Serves /Model: Scare: Sheet; Drawing No FD —lot • 1VTS . 4 of 9 1SPD 1 c Florida cads 0 $07 - 9 OUTSWING • A *INTERIOR 25" MAX. DLO EXTERIOR y peFiric OXXO OUTSWING 3.000 L xx OUTSWING 3.100 0 X • • • •• • • ••• • • •• •• • .. •• • • • • • • • • • •• • • • • • • • • ._ • • • 33 .3 8 MAX. DL ACTIV 25 MAX. AcTIr DLO INTERIOR 71 3/4 INACIIVE tNACI7VE SEE SHEET 3 FOR ANCHORS ROUGH OPENING HORIZONTAL SECTIONS Robert C Clark,. P.E. PE ij3971° Structurol .830 EKEERIO THRU DOOR ROUGH OPENING SEE SHEET 3 FOR ANCHORS 96 HT OUTSWING 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.. . 8 x 1629 NOKOMIS. FL 34274 4.000 4.000 • • • Revsd By: F.K. • Rend By: F.K. 3 / Drawn By: V.B. Deserrp SECTIONS INTERIOR SEE SHEET 3 FOR ANCHORS 85" MAX DLO 1.489 ROUGH OPENING 1.479 VERTICAL SECTIONS 4.586 • SIDELITE 3.100 f 3J 000 --f ROUGH —4.— 3100 ,1 ---t OPENING Revisions: . E —ADD X & XX SECT. Revisions: F.4130 add 47 & LOCK CLARIF1C4110N 1/4 MAX. SHIM TYP. 1.479 MIME 85 1/8 M4LZ DLO .750 5.459 THRU SIDELITE E TfUe: ALUMINUM FRENCH DOOR. W/ SIDELITES Series /Rlodef: Scale: Sheet Oro 1ng No F7)-101. NTS 5 •..9 972 r - Robert L hark, P.E. PE. #39712 Structural Outs•r • Threshold AL . 61163 =T6 .062 WALL 5 /16x18•'111RFADED ROD .riirss::;Clanr:! AL 606 —75 .062 WALL 1TE >- DESCRIPTION. 1 DOOR. HE /SILL (AL. 6063-15/.062 WALL) 2 DOOR JAMB (;4L 553- /062 WALL] 3 i #OR ASTRAGAL: INT. (AL .6063 —T5 062 WALL) 4 .250 FINSEAL *W .STRIP . 5 WSTP_ cHANNE3 • (AL. 606.3—T5/ WALLY 6 FRARfE'"JAM6` AL '6063= T6/.050 WALL B' 7' " FRAMEMEAD ' 6063 -TS .050 `WAti: .5 118x1 /1 WASHE7? /1 *18•.TRUSS:NUT F. MUS S. CQVER' CAP STRIKE PLATE' STRIKE PLATE INSERT 1.0x3/4 SCR. FLT. HD. PHIL 18 HINGEASSY 19 104625 SCR FEE. NIX Pfd . 71 20 10XTil2•.SCR_ • FL•T HD PHIL 7W 12PPW A 21 - TOP/ C.MCA7= SLJDE=;BOLT LUCK (INACTIVE PANEL.) 47720. 22 6072 FLE, HO. 7612F -W 23 ..: :..x.:31:: SCP. PAN' ;HD: QUAD. - 787PQA.. 24 ': -6x718 SEV •R_7 - HD. PHIL 7PW5iNA • 25 ~. 2•DCIC• SUPPORT' ASS• .. • 40003K 26 ' 6x3r4'''Ft' '°1TEL• P1i71. 7.634F.•• 27 .200 x.:190 OWN 60200K 28 .375 x .190 OWN 60300W A 29_. 3 POINT LOCK •ASSY- (ACTIVE PANEL) - FD3P7AY 3D .L•OC 7EOKAP 31 LOCK 7LQIUP 32 A9• =B06T LOCK • - 7BLTP 33 Rolled Alain. G lag Bead - 63163 34 SILICONE 628990 35 ' SIDE31fE •JAMB : (AL 6063—T6/.050 WALL). 6035 A 36 57DELITE HEADER (AL 6063— T6/075 WALL) 60474 /6, 37 S1DE31T:F BOTTOM RAIL (AL 6063— T6/.075 WALL) 604.15 38 .402 Laminated (_ 187 1-151.125 Annealed w/ Dupont ButocRe PVB A • ar Solutia• Surlex /Keepsafe Maximum Inner Layer) 39 SEAM SEALII? . 40 SEIELITE JAMB ADAPTER IRE1NFORCEMENT) A 47 2 POINT LOCK OPTION ACTIVE-. PANEL) 42',•¢ Ph: 'F1..Tek: 43 .402 Laminated ( 187 HS /. 125 HS w/ Dupont 8utacita PVB PPG. 1OF A . r So/utia Saflez /K safe Maximum Inner Layer) • .r nrR ASTRAGAL EXT. AL 6063 -TS/ 062 WALL) • - 16984 K£YMARK + 45 7/16" Laminated (3 16" HS 8• 3 /16" w /'DJportt PPS LOp • ® oeite PVB or Sofutia Soflex /Kee safe Maximum Inner Layer) 7/16 Laminated (3/16 115 & 3 /16` HS w/ Dupont Butocrle 1 PP& LOF 46 Pie or Solufia Sofex /Keepsafe Maximum Inner Layer). , 47 FILLER HEAD ADAPTER DRIP CAP JAL .6063- T6/050 WALL)1 6533016 1 ALUMAX 1070' TECHNOLOGY DRIVE NOKOMIS- FL •4275 P.0. BOX 1529 1/01(01375 17 34274 Revsd•6y Revsd By: Drawn By: D. S. line: 71VAStLA 7.7NUTA 41722W 7955X 4.1•72.1 71034A 7FRMOW • 6W-55W 61641 797 &A8 78.34FPT -Date: Revisidns: 7/15/06- E— REMOVE QTY COL. Oote: . Revisions :F — ADD ITEM 47 9/22/06 CLEARIFY LOCKS 41 & 21 Date: 7/12/99 Description: BILL OF MATERIALS Y.T. # VENDOR 60375 ALUMAX 60376 4 ALMA); 60377 ALUMAX 67924G SCHLEGEL CORP. 60379 •. ALUMAX 60380 • ALUMAX '60471 •.. . 'ALUMAX ADAM' FASTEC INDUSTRIAL ALI/IIAX -FASTED INDUSTRIAL FASTEC. INDUSTRIAL POT' INDUSTRIES •GWCORP PG7` NDUSTREES MERCHANTS FASTENER NA110141V/IDE ND. • MSS FASTENER WERCNANIS FASTENS? PGT- INNDUSIR?ES • M E 2 C F I A N TS ' FA S T E N E R FASTEC' INDUSTRIAL FASTEC INDUSTRIAL PG? iNDIISTRIES STEC , :7NDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES • HARLOCK HARLOCK SCHNEE/MOREHEAD ALUIi4X SULLIVAN & ASSOC. SPENCER PRODUCTS VENDOR # AF- 10375. AF- -10376 AF -10377 FS7924 -787 AF -10379 A•10380: AF- 12376• AF- -12375 AF —!0378 41722W 41721 41 720 4UBLOK 0200X190 0.3 /sx19O FD3PTAY 100- 880 . . 820 05 -165 TURLOCK FLORIDA SCREEN DOW CORNING, 899.OR EQUIV. AMAX AF -10381 'ALUIVAX AF -10414 ALUMRX AF -10415 PPQ LOF 515504 AF-41641 1.154 45626 *F*7 REVISED -405gotwice Ns0 0 kd7:a =6E1 net ALUMINUM- . FRENCH DOOR w/ SIDELITES Series /Mader• Seale: • • S feet Drawing No. FD -101 NTS . • 6 . of 9 972 Rev. 4-000 .050 2.12.1" 1.750 ' DOOR PANEL HEAD & SILL ‘,,`,1 6663-75 ALUM. • .375 1.0. -125 1.620 1. • IJL -2,50 WEATHER STRIP CHANNEL 6063-T5 ALUM. • • (z . IIINGE EXTRUSION V:} 606.3-T5 ALUM. • • • • • • • • •00 • • • • • • • • • • • **** • • • • •• • a- • . • • • ••• • • • • • • **** • 00 *** • 00000000 .• • • • • • 4.100 •• • tno • • • • •• • • • • • • • 0• • • • oo • o • • • • -125 • • • • • • • • * • • • • • DOOR PANE JAMB 606375 ALUM_ 1.500 1 .750 ( TRUSS : CLAMP lLy 6063-T5 ALUM_ (7;\ DOOR PANEL, INTER1OR ASTRAGAL 6063-T5 ALUM_ 1.272 4.100 1.750 - -062 — 3-000 4.675 .050 0 • FRAME HEAD 6063-T6 ALUM_ Robert L Clark. P.E. • • PE #39712 Structural 1.479 4.675 INDUSTRI • 10 TECHNOLOGY DRIVE ArbfaiR4t: Q 34175 P.O. Box 1529 Noicou1S, FL 34274 L750 DOOR PMEL, ' EXTERIOR AS7RACAL 6063-T5 ALUM. 3.000 fc OUTSWING THRESHOLD I 6063-T6 ALUM. Revsd . FA: • Revsd By: F:K. Drawn tly: F.K. 4.100 .b50 L489 ot e. 7715/06 Da 9/22/06 Date: 9/9/02 3-0010 Revisions E(JPGR4DE ALLOY, &7&9 Revisions: F-N0 .CHG. THIS 51-17' 1.480 _050 FRAME JAMB -6063-T6 ALUM_ Description: EXTRUSIONS PROFILES,... DOORS WfWar MEW =0 1 5 - 1-Z etwatal Et4gais • ALUMINUM FRENCH 009R W/ SIDFLITES a.rvierr Sheet: Drowing 1 FD-101 • NTS 7 a 9 . 972 F • • ••• • • • .00 0• •• • • • •• •• • • • • 0000 • • • • • 4.586 'O S7DFU7E BOTTOM RAIL _ 6063 —T5 ALUM • • •• • •• ••• ••• i •• • • • • •i• • • • • •• 40 SJDELITE JAMB ADA7PTER 6063 —T6 ALUM. • 5.459 3.100 .062 ---it- 1.800 SIDELlTE HEADER 36 6063 —T6 ALUM. .075 Robert L Clark, P.E. PE 113971 Stiuctural 1.479 1.400 3_655 .050 f EJLI • S 1070 TECHNOLOGY DRNE NOKOMIS • FL 34275 P:O• '80X 1529 NOKOMIS, FL 54274 FILLER HEAD ADAPTER 6063 —T6 ALUM. • Revsd 8y: F.K. .Rersd F.K. .550 - r O SIDEUTE JAMB 35 6063 —T6 ALUM. Defe: Revisions: ' . . 7/75/06 E— UPGRADE ALLOY ALL Date Revisions: • 9/22/06 F —ADD ITEM 47 F Orown BY Hate F_K . 9/9/02 . . Dcsc*fon: EXTRUSIONS PROFILES,.,.. SIDELITES ALUMINUM • FRENCH DOOR W/ SIDELITES Series / 1,6k Scale: Sheet: Drawing No Rey: FD, —aol . NTS 8 5 3 •. 9..72 F. • CONCRETE A1VCHOR (SEE NOTE 7) WOOD ANCHOR (Sa NOTE 1) • 1 3/8"• MIN. • • • • • . • • • • •• • • • • • ' -.... •A r •_ •• • ••• • - -, -. fo , - • • • • 1 3/8" , ,. ... ‘• • • • • lim. •-' ---* • ; 1 4 .5 .* • • • ,'. l ', 6 • • • • 1.- --•*-: - • • • • • 44411° A •. -7 .. . ., ;r e • • • • • 1/4" 111 AVIX. 1 3/8" J WN SW. ••• - Ix WOOD BUCK • • • • - • •• •• (SEE NOTE 2) • • • • • • • e • raw ow& • (-gt-1 NOTE 2) ••, CONCRETE ANCHOR (SFE NOTE 1) TYR HEAD 1 3/8" 1/4" MAX. SHIM . TYP. JAMB I t • • ": 1 3/8" MIN. .-. • - • TYP.• i•SILL' •TM,. SILL ••• • • • ••• a 1 •• •• • • • • • • • • • • • • • • ••• CONCRETE ANCHOR (SEE NO7E 2x BUCK • (SEE NOTE 2) • • •• F12FJ1 SMS 1/4" MAx, AT JAMB SPACING - sEE NOTE 4 (SEE NOTES 6 & 7. SHT. . . 114" max. tri3. JAMEVSIDELITE SEE NOTE' 4 . 2x WOOD BUCK . (SEE- NOTE . 7/4" AIAZ SHIM TYP. JAMB •• TYP. HEAD Ix WOOD BUCK (SEE NOTE 2) .FOR. CONCRETE APPLICATIONS 1/4" /vdAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE-FLEX. ' •CONCREIE. EDGE IS 1 3/4". SEE Si-ILEI 3 FOR ANCHOR SPACING DETAILS. 'FLATHEAD ANCHORS, WHERE REQUIRED, TO BE. #12 TRIMFIT HEAD. 2_ WOOD BUCKS DEFICTEC IN THE SECTIONS ON THIS PAGE A. 1x ARE BUCKS WHOSE TOTAL THICKNESS IS 1 Fs'S 11-IAN 1 1/2". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2 OR GREME.R. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY JURISDICTION. 3. WOOD BUCKS tES THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT- MAY BE INSTALLED DIRECTLY TO CONCRE.10- F sift IS TIGHT TO suBSTRATE, GROUT OR OTHER MATERIAL IS NOT REOUIRED. IF USED, GROUT OR OTHER MAT'L (DONE BY 0THERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, • AND TRANSFER SHEAR LOAD TO SUBS:TRATE NOTES: 1x W000 BUCK (SEE NOTE 2) 1 3/a wit : • it - - a • "- - - TYP. SIDELITE SILL oberi L Clark P.E. PE 39712 Structural ' TYP." SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) -*- ..• • - 6 ' 4 - e I. • -• -- . ra. . -;II. - .••• 1070 tECIINoLOGi' DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS.' FL 34274 1/4" SHIM CONCRETE ANCHOR (SEE NOTE 1) 7 3/8 • MW TYP. SIDELITE SILL Revd Br EK. . 7/15/06 ReVsti Esy: Dittet F.K. 9/22/66 Droiin By: Dote: D.B. 7/12/99 „..17 °RAGE • 1 3/8" • 2x WOOD BUCK (seE NOTE 2) 1/4" MAX. SHIM WOOD ANCHOR NOTE Ty TYP. SIDELITE HEAD WOOD ANCHOR (SEE NOTE Revisions: E-REV1SE ANCHORAGE FIC:viSions: • v•Eb6t. Cllsr, 2x WOOD BUCK (SEE NOTE 2) "to Rife: ..111,UMWOM FR DOOR W/ SpELITES series/modd.: • st-ele:- She orezi•ig M,. FO-1o1 NTS 9 of 9 . 972. "!: Cede Ff#11-At-Pi '