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WS-06-817
1 or so c1:04- AM 4-15106. BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V\ISGQ2 BJ PERMIT APPLICATION FBC 2004 Permit No. Permit Type (circle): Building Electrical J Plumbing Owner's Name (Fee Simple Titleholder) 1/11? '4 Q Ltt6.6Z4 Phone # Owner's Address C /O6 .4 . �6 (5 7 City /2441 ! / d //D%,sr State i .t fie Tenant/Lessee Name Mechanical Roofing Zip 3313g' Phone # Job Address (where the work is being done) /0(4 S/ /t)6" `) (' sue, City Miami Shores Village County . Miami -Dade Zip 33 (3F FOLIO / PARCEL # 11— 2-1) 6,--' 014 -,3�D0 Is Building Historically Designated YES NO V Contractor's Company Name Contractor's Address City State Qualifier Name State Certificate or Registration No. Phone # Zip. Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: Describe Work: 0A =7f tion • `DAlteration 7-1 7 Square / Linear Footage Of Work: New Repair/Replace ❑ Demolition 2Z Submittal Fee $ 0 Permit Fee $ Notary $ Training/Education Fee $ I - 00 Technology Fee $ 8 . 0 Scanning $12.. Radon $ DPBR $ Zoning $ 3 - cCF$3• O� CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review.$ Total Fee Now Due $ See Reverse side .-3 ApR 0 7 PAID Ch . i 1�'t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Lender's Address -' City State = Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature or ant - Contractor The foregoing instrument was acknv�ledgedbefore me this2 The foregoing instrument was acknowledged before me this day of b- 206�'p by v*Iii t IJS�tt , d , day of , 20 , by , who is personally' known to or who has produced O who is personally known to me or who has produced ® !b 3A s identification and who did take an oath. as identification and who did take an oath. My Commission Expires: g`"'rP',f, y p' ;i,"►�. �a` , Alfonso A. De La Cosa, Jr. ., . �: E+pIiC Oct 26, 2007 '441A�,, rjond 4 Thru Atlantic bonding Co., Ing. APPLICATION APPROVED BY NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT / NAME: L. lit tog 177M • DATE: 3 121 /64. ADDRESS: /06.5' iV . 967° 6 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this con : tion Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial r ., 5. I understand that as an owner- builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project-they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initia 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of By C/1104 V L77 ZA , 20 GO who was personally known to me or who has Produced there License or 0 32.53 .((43S-C7 as identification. 40YP' Alfonso A. De La• Cosa, Jr, a: ° = Commission #DD261988 =� Expires: Oct 26, 2007 ; aii. °e Bonded Thru ' " '''' Atlantic Bonding Co., be. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/08/2008 Inspector: Grande, Claudio Owner: LINDA D ORTIGOZA, NICOLAS H MARIA Job Address: 1065 96 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)751 -8872 Parcel Number 1132060143700 Lot: Building Department Comments RETRO -FIT IMPACT WINDOWS Passed I Inspector Comments CREATED AS REINSPECTION FOR INSP- 13629. cc Cancelled by Mrs. Linda Owner. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, April 7, 2008 Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO �1 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. L _J - ®l THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111111111111111111111111 CFN 2006Re g3 r r' 1! 7x' OR Bk 2440E F's 49097 (1us) RECORDED 04/07/2006 15 :50 :09 HARVEY RUVIPh CLERK OF COURT C1IAMI -DADE COUl4TYr FLORIDA LAST PAGE 1. Legal description of property and street/address: (0 (or, + V'E c:K(o S r N& Or), 1 i Sno 1Z. S , (. 2. Description of improvement: 422.1 i C yvt.p c - 3. Owner(s) name and address: i 1rl d a n tO,s tug. /co s -r , Wain/At Sh cOs, *-{ - 33i Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: TTtJ iYl L 414 f KORIDA, COUNTY OF DADE y or rrre �ny nr 5. Surety: (Payment bond required Name and address: Amount of bond $ 6. Lender's name and address: REB Y CERTIFY n cl this is a tfi ti - n his offiic 0 o > �. 11 by owner from contra trigai /a - tARVEY RUM, CL ,AD20 I Seal. c4 @GK 68X L-Q4 e- • rcwf and Goun(Y Cod i ► D.C. s uN a mow 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the-Lienor's Notice as provided in Section 713.13(1)(b), Florida $ tatutes. Name and address: ti 9. Expiration., different e of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 3. VifilLe -- Signature of 0 led) Print 0 er's Name L I a (—)Vtl 9 d2-J2( • Sworn to and subs ribed before me this '' day of //Well el , 2002k. Notary Public Print Notary's Na My commission :' pires: Prepared by 41-P ®'-�� /1 "M 6 123.01 -52 PAGE 4 8/02 2/29/2008 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 1065 NE 96 Street Miami Shores Village, FL 33138- Permit: WS-3 -06-817 Address: 1065 NE 96 Street Miami Shores Village FL33138- Date Expired: March 30, 2007 Type: Windows Date of Last Inspection: It hasn't been inspected Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Cl udio Grande CBO Building Director Miami Shores Building Department Product Approval Schedule I Comparison Chart Address: Opening Description of Window Product Acceptance ID or Door or Mullion Product Approval Number Design Pressure °I,, qc &T Permit No. e3(0 -- e Opening Design Rough Opening Shutter Required Pressure Size Yes / No Mullion Required Impact Yes / No Yes / No 3 4 5 U mi i4cemkttAL. Roo' 1&11 t I 4.1 oU i 112db' ietzget 1 Uortzcnin I 8 it* larrici I c1 ler r4awrirtal LDIL11 '1!inv tfat ►•f c 10 Ql dS L= 1 Ile 2D 1 9 fl NULLI Dll ( +) PSF ( -) PSF 05- IIAA.I1 -1.&D +10.0 ( +) PSF ( -) PSF Oa - .cz ° -1Z .1 62- CtS06.OZ. 12 f-.6 , -moo OZ c -c&6. Oz 1 f- 66•, Cc eO - cr. . 02 1z CSCIS. 02 - + ‘Co .77 M.-0 305.02 -7"X I "or 1.40. 's. 112.0. 61- X 140 A- X-12. 3E3 Xga DM, x 891 X C:Z.-CaCe, • ®a, l 'HA' ' .-p NO NLD 0 NPLD 64 X S4 86 D1 . ' v -SO -t- 5O.0 lam.- TZ. (.4. .1 C0°0306 .®Z ,ate i-6 .a Ca `O -72 t -6.C..i ' c - rD2 e-12-1 &6.`7 ez.-0306. cZ® co -oq iz -c Sbx3L er,X r40 6i • . Ye Yas )E'S yes. .fig. w • NCO C3.... • \ ® N. .. • • : 1\f. • • .k • • List of Windows By Numbered, Openings 1). Picture Window. 2). Horizontal Roller. 3). Horizontal Roller. 4). Horizontal Roller. 5). Horizontal Roller. 6). Horizontal Roller. 7). Horizontal Roller. 8). Horizontal Roller. 9). Horizontal Roller. 1). Casement. • •• •• • ••• ••• S. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10). Horizontal Roller. •. • • • • • .• •.• • •• • • • . • . • • • • • . .)i I or zcintal'Roller. S. •• • ••••••• 12). Horizontal Roller. 13 Obt)6L - /rd& 15). Horizontal Roller. 16). Horizontal Roller. 17), Horizontal Roller. 18). Horizontal Roller. 19). Horizontal Roller. 20). Horizontal Roller. 21). Horizontal Roller. 22). Horizontal Roller. oftud �q� .01 Ia ,oytkt‘P 50 X 741 DOulli 5 cti 10 6° E ;166 411'\)9--- Mia at; Re..4, pctuE )c),Lk_) t 114 Lvre.5',334?)s -34SA'3C, • • • • • • • • . • 13J 144,4- -ex t e. •••• . • ‘• . •••• •• •• •••• • . •• • : •••• • • * • • • • • • 0 • • • - • •• • • • • • • • • • • • • • • * • • • • • • • • • • • • • • • • Am. I kye‘ OP-1-14c4 tnAgiiipki 04,6 . ge M 5&c 51(kosiEs • 3306 • • • ••• • • • • •• • r • . 'p • " • • •• • 1 w" • i •.•. t•h.�.•.• ti . • • • •a. .,� $,• •• ••...• 9 • 1 1 +.fir • • 1 . • • • • .•. • .. ... • j .....` • • F • . •. •• • 5o 714 MM I��IADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • •.• • • • •• •• • • • •• •. .•• • ••••• • • Al •.• • • • • • • • • • • • 000 • • • • 1/J s-ve • • • • • • • • • WAMI-DADE COUNTY, FLORIDA • • • • • • • • • • IIBTRO-DADE FLAGLER BUILDING • • • • • • • • • • • • • • • • • • 1,10 FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 , NOTICE OF ACCEPTANCE (NOA) .:• • • • • • ••• • • PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 Theodore Berman, P.E. • •• • • • • • •.. • • • •• NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 PGT Industries i • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • •• •• •• •• • ••• • • • • • • • • • • • • •• .••• • • • • NOTICE OF ACCEPTMCV EVIIIENCE SUMMED MED • A. DRAWINGS •• • • • •• III •• • • • • • 1. Manufacturer's die drawings and :::.. • .' 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 141L- 3835, dated 07/18/03, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance. No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries • • ••• • • • ••• •. •• • • • •. •• • • • • • • • • • • • • • • • ••• • . • • • • • • • • • • • ••• • • • • ••• • .• • • • •• •. .. •• • • • ••• •. • • • • • • • • • • • •••• NOTICE OF ACCEPT/J/4CW EVID)1a'GE St~sED F. STATEMENTS •• • • • V. ••• •• 1. Laboratory compliance letter fdr.TCSCRpppreue. tI. -3$35, issued by Fenestration Testing Laboratory,'T.kc; d 'd 08521 /A3,signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (NBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: a MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL AI HEAD & SILL: AT EACH CORNER •••• MAX.5 "O.C. •••••• NOA DRAWING-TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 • • • • • •• • • JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: L81 MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF TriE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 • • •• •• • • • • • • • • • • •• • •••• • • •••• • • • • • •• •• • • • • • • •• •• • • • ••••a • • os.• Ilia i ••% ,�/ fi. / aeuadgy; Mese RevIsions hander 9- nersdey. F.K. rile 12/15/03 REDUCE ANCHOR SPACING Ora. F.K. Data 7/14/03 che"kedey. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0.50)1 1 NOKON9, FL 528 34274 FAGT NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better beselfolet PW..701 NTS 10 Omsk* No. 4259 -4 /VW° Robed L Clerk P.E. PE 438712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS R • • • S. • •• • 11/16"1NOM Gt ge gftE •••• • •• • 0 • • • • • •• • 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ••• • • • •••• • • • • • •• •• • • • • • • •• •• •• • • • • •••• • • •••• WI *i .1rr.=r r Reed Ca Dale: Reed ar aw 12/15/0.3 arta 7/14/03 Revbbm A Checked ar. NO CHANGE THIS SHEET Dela 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1523 NOKOMIB. FL 34274 GLAZING DETAILS rd" ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sodas. r PW -701 NTS a- 2 d 10 craa"n,. 4259 -4 Robert L Clark, P.E PE439712 Structural • • • • • • • • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. i 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. 92 1/4" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID • MAX. SIZE= 48TX : OR MAX. AREA =31492a1447. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 441/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Riad er U— per on. 12/15/03 eat 7/14/03 Refiffiner Revisions A rnrrmer NO CHANGE THIS SHEET Daze 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 12 GT_ FLANGED ELEVATIONS • •••• • • • SAO— ARCH. •— • ALUMINUM PICTURE WINDOW, IMPACT* • • Visibly Better e"wsba>e PW-701 NTS Sheat ar 10 maumew 42 aws 4 • •A • • • • • • • •• • •••• • • •••• • • • • • • q • •• •• • iuvi• • •t'l • • • •R bert L Clerk, P.E. • PE 039712 SDUcaaal •••• • • •••• • • • • • • • • • • • •••• • • • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZQID • MAX. SIZE = 488 kid" i OR MAX. AREA = 31692i COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3 /16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) WINDOW WIDTH FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW HEIGHT 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 9.698 11.569 13.441 15.313 15.823 16.333 54.500 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.7 -76.7 74.0 -75.2 74.0 -74.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 10.786 12.868 14.950 17.031 17.599 18.167 60.000 A &C 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 -68.6 67.2 -67.2 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 11.875 14.167 16.458 18.750 19.375 20.000 65.500 A &C 80.0 -80.0 80.0 -80.0 68.5 -68.5 63.5 -63.5 61.3 -62.3 61.3 -61.3 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 12.964 15.465 17.967 20.469 21.151 21.833 71.000 A &C 80.0 -80.0 79.4 -79.4 63.7 -63.7 57.9 -57.9 56.1 -57.1 56.1 -56.1 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 14.052 16.764 19.476 22.188 22.927 23.667 76.500 A &C 80.0 -80.0 76.8 -76.8 59.7 -59.7 52.8 -52.8 51.9 -52.1 51.9 -51.9 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 15.141 18.063 20.984 23.906 24.703 25.500 82.000 A &C 80.0 -80.0 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 16.229 19.361 22.493 25.625 26.479 27.333 87.500 A &C 80.0 -80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 -43.2 43.4 -43.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167 93.000 A &C 80.0 -80.0 69.1 -69.1 51.4 -51.4 42.5 -42.5 40.7 -41.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 40.7 I -40.7 79.4 I} -79.4 31. 00 96.000 A &C 80.0 -80.0 68.8 -68.8 50.4 -50.4 41.6 -41.6 39.4 -40.1 39.4 -39.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.6 -76.6 AREA SQ.FT. 19.000 22667 26.333 30.000 31.000 32.000 • II • NOTES: • • • 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES Aj 4.44 D TO + /-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. • A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SiAAM.icST RECTANGUI AR SIZE IN TABLE 1 WHICH THFIR OVERALL WIDTH Al D HFIGHT DIMENS ONS COMPLETELY FIT WITHIN • • w.div C- Rev518, 84444 a xeamay. F.K. now 12115/03 CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Dtantar as Da. F.K. 7/14493 amb4 55 Da. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMISS, FL 34274 PGT FLANGED UNIT DESIGN PRESSUR{ • • • ALUMINUM PICTURE WINDOW, IMR 5T• • • Visibly Setter PW -701 NTS a- 5 10 a -axo 4219•4• •• t • • • • • • • •• • •••• • • •••• • • • • • •• •• • • • • •• • • • • • •E& ,j L Clark. P.E. • PE #39712 Mutant! •••• • • •••• •••• • • • • •• • • • • • • • • • COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3/16HS) C. 1 1/16" LAMI LG., 3 /16HS, 7116" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW WIDTH FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW HEIGHT 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A &C B &D 80.0 I -80.0 80.0 I -80.0 80.0 I -80.0 80.0 I -80.0 80.0 I -80.0 80.0 -80.0 AREA SQ.FT. 9.698 11.569 13.441 80.0 I -80.0 80.0 I -80.0 15.313 79.4 I -80.0 80.0 -80.0 15.823 79.4 I -79.4 80.0 I -80.0 16.333 54.500 A &C B &D 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 I -80.0 78.9 I -78.9 80.0 I -80.0 74.3 I -74.3 80.0 I -80.0 71.9 I -73.1 80.0 -80.0 71.9 I -71.9 80.0 I -80.0 AREA SQ.FT. 10.786 12.868 60.000 A &C B &D 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 I -80.0 14.950 17.031 17.599 18.167 72.2 I -72.2 80.0 . I -80.0 67.8 I -67.8 80.0 I -80.0 65.0 I -66.4 80.0 -80.0 65.0 I -65.0 80.0 I -80.0 AREA SQ.FT. 11.875 14.167 65.500 A &C B &D 80.0 I -80.0 80.0 I -80.0 78.9 I -78.9 80.0 I -80.0 16.458 18.750 19.375 20.000 65.5 I -65.5 80.0 -80.0 61.7 I -61.7 80.0 I -80.0 59.6 I -60.7 80.0 -80.0 59.6 I -59.6 80.0 I -80.0 AREA SQ.FT. 12.964 15.465 71.000 A &C B &D 80.0 I -80.0 80.0 I -80.0 75.3 I -75.3 80.0 -80.0 17.967 20.469 21.151 21.833 61.1 I -61.1 80.0 I -80.0 AREA SGLT. 14.052 A &C 80.0 -80.0 B &D 80.0 -80.0 76.500 16.764 72.6 -72.6 80.0 -80.0 19.476 57.1 -57.1 80.0 56.4 I -56.4 80.0 I, -80.0 22. 88 51.5 -51.5 54.6 I -55.5 80.0 I -80.0 54.6 I -54.6 80.0 I -80.0 22.927 51.0 -51.3 23.667 51.0 -51.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 15.141 18.063 20.984 23.906 24.703 25.500 82.000 A &C 80.0 B &D 80.0 -80.0 69.4 -69.4 53.8 - 53.8 47.2 -47.2 46.6 -46.9 46.6 -46.6 -80.0 AREA SQ.FT. 16.229 80.0 -80.0 19.361 80.0 -80.0 22.493 80.0 -80.0 25.625 80.0 -80.0 26.479 80.0 -80.0 27.333 87.500 A &C 80.0 -80.0 66.4 -66.4 51.0 -51.0 42.6 -42.6 43.1 -42.7 43.1 -43.1 B &D 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167 93.000 A &C 80.0 -80.0 65.0 -65.0 48.9 -48.9 41.2 -41.2 40.4 -40.2 40.4 -40.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 76.0 -76.0 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 96.000 A &C 80.0 -80.0 63.9 -63.9 48.0 -48.0 40.2 -40.2 39.0 -38.9 39.0 -39.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.9 -76.9 73.1 -73.1 AREA SQ.FT. 19.000 22.667 26.333 30.000 31,000 32.000 • . • NOTES: • • • 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114° TAPCONS. DESIGN PRESSURES 413A1414Tif13 TO +1 -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SPAAIlliEST RECTANGULAR SI E IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN, • • caw liPttekor • INTEGRAL FIN UNIT DESIGN PRES+SLIL? . ALUMINUM PICTURE WINDOW, IMW>CT• • • • Rem, 07 Oem: 12115/03 Retistortr A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS EPre: 7/14/03 Chemed aete 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 E dr Visibly Better P14701 NTS 6 10 Parohg °il • • Maid •tL11• . "01141911•11 r, r 4w- •••• • • •••• • •1f4, R L Clark, P:E • PS 93E1712 Structural • • • • • • • • • • • •• • •••• • • •••• •••• • • • • • • • • • • • 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FR AME) O • I1�11 © III III j'j ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 0 0 0 MAX° DAYLIGHT OPENING 2.784" JUL- ZG — k INSIDE •••• • • • •••• • • •• VERTICAL SECT10X., (FLANGE FRAIV1E }••• Rend e• R«mras Read lip Urea aavmty= Rayed* F.IC Oxen ar Delft amemay. F.K. 7/14/03 Cana aemrw: 12115103 A NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 PGT Visibly Better Descrosar •••• SECTIONS & CORNER ASSY, FLAIjj . • ALUMINUM PICTURE WINDOW, IMPMCF • • PW701 NTS 7 - 10 • • • • • • A • •• •• • i liu • • • •• • •• •••• • • 2ubert L Clark, P.E. • PE 030712 Structural • •• • • • • • • • •• • ••• • •••• • • • • • • • • •••• • • • • • 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED? CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784" 00 MAX. DAYLIGHT OPENING INSIDE • • • • • • •• • • • • • • • • •• •• ii�ILY • - r1:7rrr=11•l •••• • • • • •• VERTICAL SEC•T•IdN• • (INTEGRAL FIN F.RAT111 ) Read By: Date Rewday Date Rawamnec Rarm6:41W newd*r. Dina: F.K 12/15/43 Dem OF Data: F.K. 7/14/03 R A Clinked by NO CHANGE THIS SHEET Dab: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 D.O. sox 1520 NOKOMIS FL 34274 SECTIONS, INTEGRAL FIN •••• ALUMINUM PICTURE WINDOW, IMPIACT• • • Visibly Better Radwnwd.k PW701 NTS 8 w 10 m amRa Ran 424• ••A • • • '2 l6 • g • 14D L Clark, P.E. • PE 438712 Structural • • • • • • • • • • • •• • •••• • • •••• • • • • • • • • • •••• • • • • • ITEM 1 2 7 DWG NO. PART # DESCRIPTION 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 11 12 13 14 4255 64255 7/16 LAMI GLASS BEAD 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAM! I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI .G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" I-- .970" �{ .975" ITEM 10, .346 " --I .050" .975" ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 MATL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" �I-- .062" 2.784" • • ITEM 2, FLANGED FRAME • MAIL: 6063 -T5 DWG NO. 4253 • Ramie, Date: R ex Ds. Gam: Rods.. F.K 12/15/03 A NO CHANGE THIS SHEET eK. n Dam: Ronala Date: F. 7/14/0.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOMIS, FL 34274 PGT Visibly Better •••• E X T R U S I O N P R O F I L E S & P A R T S LI •a • • ALUMINUM PICTURE WINDOW, IMPACT • • • PW -701 NTS Nleat 9 d 10 orm.4gRu 4259 4 • • A Approved es va®a s wait Me Florida tumuli • •••• • • •••• • •• • ,,/ '• • • • • • ftddeftL Clark, P. • P5439712 • • • %velum! • • • • • • • • • • •• • • • • •••• • • •••• • • •••• • • • • • .130" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. f SHIM I- #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. E SHIM I CONCRETE 1 1/4" MIN. EMBEDMENT FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY A'CrVHC'D TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTrItat AS APPROVED BY BUILDING OFFICIAL. 2x WOOD BUCK (SEE NOTE 2) 1/4° MAX. _I-- SHIM I INTEGRAL FIN DETAIL B #12 SCREW, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. AA 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 8112" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) r1/4° MAX. 1 SHIM 11/4 " MIN. '•• •: EMBEDMENT: SOLID CONCRETE FOR HEAD & SILL - OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E lx WOOD BUCK (SEE NOTE 2) 1/4" MAX. SHIM B0 -40 Resat Cip F. 0-,er F.K. 12115103 7114103 A CI<Mad BY CHANGE NOTE 1 AND FASTENER SPACING 1070 TECHNOLOGY DRIVE NOKOAIIE FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Visibly Better AN- CHORAGE - HEAD, SILL AND JAMB�r• AL• UMINUM PICTURE WINDOW, IMP4Q • • omw,e,ro. NTS 10 " 10 425 • • A P07701 • M ••. • • • •••• •• • • • • • • • • SAL Clerk, P.E. • • • • • PE 019712 • • • *rucIural • • • • • • • • • • •• • • •• • •••• • • •••• • • •••• • • • • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 • • •• •• • • • • • • • • • ••• • • • ••• • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• MIAMI- Dt,1DF QUNILL'LO11DA METRO -D'AI! FI,,AGLER,putpvg ; 140 WEST FLAGLEIt ■dEET,SISITt 1103 MIA�IVII, FLORIDA `33130'1563 • (305) 375 -2901 FAX (305) 375 -2908 ••• • • • •• ••• •• •• • •• • • • • • • • •• • • • • • • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE Sc GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL -1969 63" HEI 74" MAX WIDTH 33 5/8" MAX -- DAYLIGHT --- OPENING 33 5/8" MAX — DAYLIGHT OPENING 8" MAX 4" M 8" MAX TEM DESCRIPTION V.T. # QTY. /LOCATION VENDOR VENDOR 1 FLANGE FRAME JAMB (Alum. 6063 –T5) 612225 2 2 FIXED MEETING RAIL (Alum. 6063 –T5) 612228 1 3 SASH MEETING RAIL (Alum. 6063 -75) 612229 1 4 SASH SIDE RAIL (Alum. 6063 –T5) 612230 1 5 GLAZING BEAD (Alum. 6063 –T5) 6534571 8 6 WINDLOAD ADAPTER (Alum. 6063 –T5) 612236 1 (o midspan of frame sill) 7 FLANGE FRAME HEAD (Alum. 6063 –T5) 612237 1 8 FLANGE FRAME SILL (Alum. 6063 –T5) 612238 1 9 FRAME SILL ADAPTER (Alum. 6063 –T5) 612239 1 10 SASH TOP /BOT. RAIL (Alum. 6063 –T5) 612240 2 11 SCREEN RETAINER (Alum. 6063 –T5 6532377 1 12 5/16" 0350 LAMINATED USING (2 1/8" ANNEALED GLASS 13 5/16" (.350) LAMINATED USING (2) 1/8" HEAT STRENGTHENED GLASS 14 ANTI –LIFT CHANNEL (Alum. 6063 –T5) 612244 15 #10 x 1.000 Ph. Fl. SMS 710X1 16 #6 x 1.000 PH. PAN SMS 76X1PPA 17 WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 18 #8 x .500 PHIL. FI SMS 7856A 19 #8 x 1.000 PHIL P.H. SMS 20 SWEEP LATCH 781PQA 71096 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP – PILE \FINSEAL 26 SILICON 27 WEATHERSTRIPPULB VINYL 57" MAX VENT DAYLIGHT OPENING 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 70250 70251 7BRWHL2 61062W ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 ® midspan of vent) 4 (Windload Adapter screws) 2 for anti –lift channel) 8 (1 per Glazing Bead) 2 ((Sweep Latch screws) 4 when using 2 Sweep Latches) 22 (Frame /Vent asst'. screws) 1 11.5" from ends —vent mtg. rail) 2 if height is >= 42 ") 3 1 ©midspan/2 1/4" from ends 3 (1 @midspan/2 1/4" from ends 2 (O ea. end of vent top rail) 4 (2 per Roller Housing) 2 ( ©vent top /bot rails & mtq. rail) ALUMAX FASTEC AF -12244 MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER 62899 6TP249 1 (® vent jamb rail) DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. 1 I I WINDOW WIDTH 1 I I 26.000 / 0 44.000 50.625 63.000 I 58 MAX FIXED DAYLIGHT OPENING MAX SHT LI TE A / —•'� X A A 37.000 A A A A A 44.000 I I I I l l I A 8" MAX 4" M 8" MAX TEM DESCRIPTION V.T. # QTY. /LOCATION VENDOR VENDOR 1 FLANGE FRAME JAMB (Alum. 6063 –T5) 612225 2 2 FIXED MEETING RAIL (Alum. 6063 –T5) 612228 1 3 SASH MEETING RAIL (Alum. 6063 -75) 612229 1 4 SASH SIDE RAIL (Alum. 6063 –T5) 612230 1 5 GLAZING BEAD (Alum. 6063 –T5) 6534571 8 6 WINDLOAD ADAPTER (Alum. 6063 –T5) 612236 1 (o midspan of frame sill) 7 FLANGE FRAME HEAD (Alum. 6063 –T5) 612237 1 8 FLANGE FRAME SILL (Alum. 6063 –T5) 612238 1 9 FRAME SILL ADAPTER (Alum. 6063 –T5) 612239 1 10 SASH TOP /BOT. RAIL (Alum. 6063 –T5) 612240 2 11 SCREEN RETAINER (Alum. 6063 –T5 6532377 1 12 5/16" 0350 LAMINATED USING (2 1/8" ANNEALED GLASS 13 5/16" (.350) LAMINATED USING (2) 1/8" HEAT STRENGTHENED GLASS 14 ANTI –LIFT CHANNEL (Alum. 6063 –T5) 612244 15 #10 x 1.000 Ph. Fl. SMS 710X1 16 #6 x 1.000 PH. PAN SMS 76X1PPA 17 WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 18 #8 x .500 PHIL. FI SMS 7856A 19 #8 x 1.000 PHIL P.H. SMS 20 SWEEP LATCH 781PQA 71096 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP – PILE \FINSEAL 26 SILICON 27 WEATHERSTRIPPULB VINYL 57" MAX VENT DAYLIGHT OPENING 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 70250 70251 7BRWHL2 61062W ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 ® midspan of vent) 4 (Windload Adapter screws) 2 for anti –lift channel) 8 (1 per Glazing Bead) 2 ((Sweep Latch screws) 4 when using 2 Sweep Latches) 22 (Frame /Vent asst'. screws) 1 11.5" from ends —vent mtg. rail) 2 if height is >= 42 ") 3 1 ©midspan/2 1/4" from ends 3 (1 @midspan/2 1/4" from ends 2 (O ea. end of vent top rail) 4 (2 per Roller Housing) 2 ( ©vent top /bot rails & mtq. rail) ALUMAX FASTEC AF -12244 MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER 62899 6TP249 1 (® vent jamb rail) DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B B B 63.000 A B B B B 74.000 A B B B B - MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL– TECH /P.G.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS PGT.214.XX 7 –M10 -250 7 –M10 -251 70312 FS7826 -187 899 TP -249 Robert L. Clark, P.E. PE #39712 Strueternl -- RevF By: R evF.JBy( 11/5/01 01 ,29/99 Dr°on Ry: D.B. Dote: 2/16/98 Revisions: UPDATE FOR RENEWAL Revisions• • 0 —NO•W.T11; SHT PRODUCT REVISED sgcode ire Fbrlda Accepteaa N° D _ -O #..02 E:pitatlou� to iti�r_ . P } .. d 4m • • • • • •• •. owed •• • Description: • OX ELEVATION VEn.M. (LG. MISSt1.j.: 1020 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM NORI�ON07'AL S7.4 7Nt WIAJZIOW ••••gt12 Olt Sertes /Model. HS -710 Scale: NTS She* •••• • • • • • • • • • • •• • • •• •••• • • •••• • • •••• • • • • • EXTERIOR ROUGH OPENING t .500 MAX. HEIGHT ROUGH OPENING MAX. VENT DAYLIGHT OPENING ROUGH OPENING VERTICAL SECTION 2.784 D MAX. DAYLIGHT OPENING 'MAX. WIDTH 0 EXTERIOR 0 0 I _Ik -- MAX. DAYLIGHT OPENING -- • I -- 2.643 -1 HORIZONTAL SECTION 1/8" ANNEALED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTAC:TE) 1/8" ANNEALED GLASS -- 1/2" GLASS BITE .705 2.784 N ROUGH OPENING .500 1 /2" GLASS BITE 1/8° HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS //A Robert L Clark. P.E. PE #39712 cr„1gµ1r3,I —_— INDUSTRIES ved 8y: Date: Ra F. Ksy 11/5/01 R 5722/02 Drown By Date: D.B. 2/16/98 Description: • SECTIONS & GL•4Z 171 DETAI, Reviaiorta: ADD GLASS DETAIL Revions! • C —isNO• CHG• TH SHT PRODUCT REVISED as complying with the Florid BuldInBCede Accra= No • 0 I " OZ Eapttatloa D a A. 3 7 • o y • • • • • • •• •• C • •• • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 •••• • • • • ALUMINUM HORT (& AL S21L�ICI� WIL IQJN • Rev. • sxr /Madeti sago: vi • • • • D'°vrit18'g • • • • • •C HS -710 NTS �•;•4 ••••4412 • • • • • • • • • • •• • • •••• • • •••• • • • •••• • • • • • APPROVED WOOD BUCK APPROVED 2x WOOD BUCK i• 1 1/4" MIN. 1/4" MAX.] SHIM 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1 1/4" MIN. 1/4" MAX.] SHIM #10 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW 1/4" MAX. r SHIM 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1 /4" MAX. ��r SHIM I. Tall" APPROVED WOOD BUCK 1 1/4" MIN. 1/4" MAX. SHIM --- TYPICAL JAMB SECTION SUBSTRATE ANCHORING #10 WOOD SCREW APPROVED 2x WOOD BUCK 1 1/4" MIN. TYPICAL JAMB SECTION WOOD ANCHORING NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 APPROVED 2x WOOD BUCK TYPICAL SILL SECTION TYPICAL SILL SECTION SUBSTRATE ANCHORING WOOD ANCHORING Robert 1,. Clark, P.E. PE #39712 Ctmry,�gl RerF 9y 1/5/01 522/02 Drawn By: D.B. 2/7Date: 6/98 Revisions: UPDATED RFIX T9PC FP DLIC. ANCHORAGE • PRODUCT REVISED m complying with the Florida Belding Code Acceptance No Expiration Date DiHim • ©2 • • • • • • • • • • • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tale: • • • • • • • • ALUMINUM HOR7 OWAL 51d011.4 WINNDOJN • Revel series /Model: HS -710 Scale: NTS s•edi•••• •4 o/ �• 49 12 •••• • • • • • • • • • • •• • • •••• • • •••• •••• • • • • • • • • • • —►� H-- .705 .062 2.784 --� [•-- .737 0 FLANGE FRAME JAMB 6063 —T5 ALUM. 1.057 —�—� .050 .678 I O 5/16" GLAZING BEAD 1.187 .062 2.074 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 L 1.187 .062 1.403 FIXED MEETING RAIL 6063 —T5 ALUM. .062 —I�k— .723 .688 —.^-1 f-"*— © WIND LOAD ADAPTER 6063 —T5 ALUM. .062 1 1.183 1.349 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 I 1.187 1.081 --{ O SASH MEETING RAIL 6063 —T5 ALUM. 1.373 .062 1.273 2.710 FLANGE FRAME HEAD 6063 —T5 ALUM. 1.970 ® SASH SIDE RAIL 6063 —T5 ALUM. L 1.122 2.710 ® FLANGE FRAME SILL 6063 —T5 ALUM. .062 — 0--II—'— 2.094 Robert L Clark, P.E. PE #39712 Staff INDUSTRIES Revsd 8y: F.K. Revert Ry: F.K. Drawn By. F.K. Date: 11/5/01 5/22/02 Date: 11/2/0 Revisions:: Revistson SHT • C —N0•c 1�•rt: SHT Description: • EXTRUSION PRY/' ?s 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 •••• ALUMINUM HOR%0,►4?AL PRODUCT REVISED B Belding '.ak'rFl„ii� _ ce No • ..s .. • 1_. • • • • • • • • •• •• • • • •e•••• 52.ax WIN120Y✓ serreo/Modek HS -710 Son NTS •••• 4•or4 0rawtr� •No • • • • w • • 1412 t • • • • • • • • • • •• • • • • •••• • • •••• • • •••• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County 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 (AM). 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 AH7 (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 MU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series C -740 Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The mitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • •• • • ••• ••• • •• • • • • • • • • • V J tMI1 =DAbE CQU ,1FL®12)04 • . z1V14,1•R Y- j7'ADE FI.AG41t BUILM? • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (30p3*75129 11 •'Air F305p3 -22 88 0174.Itbilai%cbdeotine.co14 • J• • • • •. • a •• • • • • • ••• •• NOA No 05-1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page 1 PGT Industries • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • •• • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUB1. Ef •, •••• • • • • • • A. DRAWINGS •. . . • •• ••• •• 1. Manufacturer's die drawings and sections. • • • 2. Drawing No. 7045 -8, titled "Aluminum Casement Window,,1 pict;, b eet s t oug1 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by PGT, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per 1413C 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. N °1'L 4607 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. F L 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" E -2 l Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries • • ••• • • • • •• .. .. • • • .. .. • • • . • • • • • • • . • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • .. •. • • • ••• •. • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBI U1IT D •.. •.• • • • • • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94,, , • • • • ••• • • 2) Uniform Static Air Pressure Test, Loading'per;Erz .S.2E324 ' • • 3) Water Resistance Test, per FBC, TAS 202 70. • 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 1 BC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed : a d sealed by Robert L. Clark, P.E. Herminio F. Gonzalez, P.E. !Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 E -2 PGT Industries G. OTHER • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • ••• • • •• • • ••• • • • • • • • • .. • • • • S. • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMJ1 TED • • • • • • •• • • • •• ••• •• 1. Notice of Acceptance No. 03- 0611.02, issued to PGT Industries, pence 1640:: • • • Aluminum Casement Window, approved on 10/09103 and euiig pm%2404. _•• . 2. Letter from the consultant, dated 01/25/06, stating that the product is in compliance with the Florida Building Code (FBC). E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 C. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1 /8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 x 0 x 0 x UNEQUAL LITES EXTRUSION PROFILES PARTS LIST ANCHORAGE 11 -12 12 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 44 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 3-3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. - HEAD & SILL: MAX. 4° FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN • • • • • A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICTATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE ItNMW.TIONS • WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED •••• 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. • • A7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. •••• RemI By: FE 3/25/03 Kowa as flaw: FE 7/10/03 C Rend By Cdr: (tevr6vm: F.K. 8/23/05 D Mawr BY• Drs Mocked EX. 12/17/02 ADD 13/15'LG. & MOVE GLAZING DETAILS TO SHEET2 NO CHANGE THIS SHEET ADD 76' HT, GLASS TYPES FAND G. REVISE ANCHORAGE. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Visibly Better NOTES AND TABLE OF CONTENTS • • • • ••• • • • •••• • • • • • • •• ALUMINUM CASEMENT WINDOW, SMPAC= CA -740 NTS 1 a 13 70IF5 -8 • • • •• • • •• •• • • • • • •• •• •••[I /1-r / ;.5.• • •••• • • • • •• •Leas A. Turner. Wit •• •• • FE #58201 • • • • Mechanical • • •••• • • • • • 32 5/16" LAMINATED GLAZING DETAIL 3116" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL • • • • • •• • • •••• • • •••• • • Rens( Br FIC Date: 9/25/03 Rev86a B REDRAW GLAZING DETAILS B ADD 13/18* I.G. RavndSy. F.K. Rend ar F.K. Dram AY F.IC 7/10/03 bake 0/23/05 Date: 03/25/03 ReNecm C rte: D NO CHANGE THIS SHEET ADD 13/18 ° LAMI I.G. W /7 /18°LAMI & CORRECT 5/18° LAMI DETAIL Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1520 NOKOMIS, FL 34274 ct Visibly Better GLAZING DETAILS •• •• •a .•••• ALUMINUM CASEMENT WINDOW, IaIPANT: Ssaatlet CA-745 NTS 2 x+13 DeSPxsRa: 7M5-8 ••• Row D ••• • • • •••• • • • • • • • • • • • • • • •• •• • • ••••r���2 /O •• • • •• .4 0000 • • • • ••• Turn 01 PEe•• •• •••• Mech492echenim • • l • •_ •• • •••• • • • • • 3 MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) C 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7 4" MAX. TYP. (2) 4" MAX. 13" MAX. O.C. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -- DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 4" MAX. 4" MAX. 30" MAX. DAYLIGHT �- OPENING SEE MEETING _ RAIyDETAIL P. (2) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT I 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. / / / \ ;T / O \ \ t; 69° MAX. DAYLIGHT OPENING I 4" MAX.— 37" MAX. VENT TYP. 13" MAX. O.C. I -1 60" MAX. FIXED A 76" MAX. HEIGHT 1 • • • • • •• • I- I 141/2" MAX. O.C. VENT HEAD &QfiLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) •••• • • •••• Row By. F.K. 2/03 Revision= CHANGE SHEET NO. REFERENCES Room BY. F.K. Wle: 7/10103 Revision= ADD HINGE LOCATION DETAILS Read By: F.K. 0723/05 RBVbkm: CHANGE MAX. HT. TO 76. AND MAX DLO TO 69' Dawn ey: F.K. oea: 12/17/02 Chedkmer 1070 TECHNOLOGYDRME NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 P aT Vi{eLTetter XX° & "XOX" ELEVATIONS •• •• • ALUMINUM CASEMENT WINDOW, IMPAST • BMr?MEt CA -T40 NTS as m 13 Dang. • 704-8 • D •••• • • •••• • • • • • • • _. • • • • •••�: ,- ri411'••• •••• • • • �{-i"I A. Tumor, P.E• • • • � • • • • •• • • • • • • • • • •••• • • • • • DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. I U 69" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. A 76" MAX. HEIGHT 14 1/2" MAX. O.C. 97" MAX. WIDTH 30" MAX. DAYLIGHT -- OPENING SHT. HT. \J_ TYP. (4) 13" MAX. O.C. 4" MAX. UAY ti I OPENING 0 - 1--13" MAX. O.C. 4" MAX.— ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 53" MAX. DAYLIGHT OPENING / Th NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. / t Ip 69" MAX. DAYLIGHT . OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL §Mj. 3 TYP. (2) • • • • I--- -1— 13" MAX. O.C. 4" MAX. --- • I-- •• • • • • — 37" MAX. VENT - 60" MAX. FIXED •••• ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURE€ • • • • A 76" MAX. HEIGHT RE Dam Revmmn: CHANGE SHEET NO. REFERENCES Reo4"y. F.K. Doke 8123/05 aa.ww" ADD HINGE DETAIL & HINGE LOCATION NOTES Roa4 By F.K 7/10/03 aevbbec CHANGE MAX tin TO 76' AND MAIL DLO TO 69° Dmanar F.K vox 12/17/02 Ohockadgy F.K. osam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM3, FL 34274 rT •• •• "X°, "O ", "X0"& "OX "ELEVATIONS ALUMINUM CASEMENT WINDOW,'1MPMCT a"wums CA-740 Stoke NTS "Marc 4 ar 13 m. wyao. 71!15.8 • • • • •• •••• • • •••• • • • • • • • • • • / • •• •••1 (' z, (/�•i •• • 0••• • • • • • 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0_ 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0\ -90.0 70.0 -90.0 70.0 -90.0 70.0 26 1/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 tsp. v�r •` iesaift e.��}' *Ar•; 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4. - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 - 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 .43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 ••• • • • •••• • • • • • • • • TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "Pi,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 • • • NOTES: ® • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR • 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. •••• • • •••• • • • • • • • • •�• •• •• 4472 • • • •41 16•• • • • • • • • •l.�'es A. Turner, At* • • • • • APE #66201 • • • • Meoryero� • • Rawl By F.IC 005 3!05/03 R.**. B ADD GLASS TYPES TO TABLES 1 & 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1522 NOKOMIS, FL 34274 masers= • • • • PRESSURES - XCONF.IG. WINDOWS Rev.( eN F.X. Deb: 7/70/03 Revision. C NO CHANGE THIS SHEET '�°' ALUMINUM CASEMENT WINDOW,:MP.�C= Reveder F.K. °"FR. F.K. 04e 6/23/05 °12' 1Z }7102 Revue: D cnawmeer REVISE ANCHORS & ADD 76' HEIGHT OPTION °ems Visibly Better s'"BS11�' CA -740 NTS 5 a 13 7M5 -8 • Re" D •• • 0••• • • • • • W DTH 37 A HEIGHT 26 NEG -1-v -75.0 70.0 31 36 NtV POS-NEG-POS- -75.0 70.0 -75.0 70.0 38 3/8 NEG POS -75.0 70.0 43 NEG -POS 48 -75.0 70.0 NEG POS -75.0 70.0 50 5/8 NEG POS -75.0 70.0 54 NEG POS -75.0 70.0 57 NEG POS -75.0 70.0 60 NEG POS -75.0 70.0 63 NEG POS -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75:0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,318" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (118 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • •• • • •••• • • •••• ••• • • • •••• • Regd Br Rewi BF ReWb RMebem: Rend sr F.K. 205 semsbas REVISE ANCHORS & ADD TABLES 75" HEIGHT OPTION F.K. 12/17/02 Clucked ay ears: 1070 TECHNOLOGY ['BNB NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Better PRESSURES- XXCONFIG. WINDelne •; ALUMINUM CASEMENT WINDOW, IMPACT 0A -740 Saw NTS awc 6 a' 13 Ansing Ra 7,},,5-8 • • • • • • • • •• // ••• s�- • •• •. • • •••• •••.•• • • i••• • Lucas A. Turner, P.E. • PE600201 • • • • • MechaNcal • • • • • •• • • • •••• • • •••• • • • • • 37 74 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 3912 79 A -75.0 70.0 -75.0 70.0 -87.8 87.8 -62.1 70.0 `62.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.7 55.7 -49.8 49.8 -48.9 46.9 -41.1 41.1 38.6 -38.5 36.5 42 84 B,E C,F A -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -75.0 70.0 70.0 70.0 -75.0 -90.0 -62.4 70.0 70.0 82.4 -75.0 -90.0 -58.4 70.0 70.0 58.4 -75.0 -90.0 -83.3 70.0 70.0 63.3 -75.0 -90.0 -58.4 70.0 70.0 66.4 -75.0 70.0 -90.0 70.0 -53.4 53.4 -75.0 -90.0 -50.0 70.0 70.0 50.0 -75.0 -90.0 70.0 70.0 -75.0 -87.4 -44.3 70.0 70.0 44.3 -75.0 -832 70.0 70.0 41.9 -55.0[ 55.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -75.6 70.0 -55.01 55.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 54.6 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 48 98 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -882 70.0 -81.8 70.0 -76.9 70.0 -75.0 70.0 -72.4 70.0 692 -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 42.5 -40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 70.0 70.0 67.3 64.1 5012 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 48.9 -43.5 41.3 -39.2 392 37.1 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -75.7 70.0 531/8 106 3/8 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -48.1 46.1 -44.2 44.2 -70.3 70.0 -66.8 -60.5 60.5 -55.01 55.0 -53.21 532 -52.61 52.6 42.2 -40.1 40.1 -38.0 38.0 -38.2 362 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 66.5 -63.0 54 108 -75.0 70.0 -58.2 582 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 -39.8 -57.3 57.3 -37.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 -88.9 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -71.8 70.0 70.0 -75.0 70.0 -70.1 70.0 -81.8 61.8 59.1 -56.4 -48.4148.4 -45.21 452 5512 111 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 422 -40.8 -39.1 39.1 -372 372 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.6 70.0 -68.4 68.4 -60.1 60.1 57 114 A -75.0 70.0 -562 562 -44.8 44.8 -42.1 42.1 -48.2 462 -42.5 42.5 -412 412 -39.8 39.8 38.5 -36.7 36.7 -54.8 54.8 -51.11 51.1 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -66.7 61.8 -58.7 58.7 55.9 5812 117 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -402 402 -38.7 38.7 36.1 -53.2 532 -49.4149.4 342 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 60 120 CF A B,E -90.0 -72.9 -75.0 70.0 70.0 70.0 -90.0 -53.4 -75.0 70.0 53.4 70.0 -90.0 -422 -75.0 70.0 42.2 70.0 -90.0 -39.7 -75.0 70.0 39.7 70.0 -79.4 -43.5 -75.0 70.0 43.5 70.0 -89.0 -40.4 -75.0 69.0 40.4 70.0 -64.9 -392 -75.0 392 70.0 -80.4 -37.6 -75.0 60.4 37.6 70.0 -36.7 -73.3 57.3 70.0 -54.5 -35.5 -71.0 35.5 70.0 -51.6 -33.7 -67.4 33.7 87.4 -41.7 4t7 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 -59.1 59.1 55.9 -53.0 53.0 -50.0 50.0 -40.8140.8 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FM-4807, FTL-4608 NOTES: 1 . FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE-FLEX ANCHORS. • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • 0 • • Revad F.K. Reed er. FK ewe 3/25/03 bs 7/10/03 Revue B Revisions: C ADD GLASS TIPEE TO TABLE 5 NO CHANGE 71119 SHEET F.K. 1.14 Or bale 5/23/05 Reviser= D CHANGE ANCHORS AND ADD 7B' HT. OPTION N Preen Sr F.K. bale: 12117/02 Checkeder 1070 TECMIOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Pc--017 ALUMINUM CASEMENT WINDOW, IMPACT Visib& Better Salaselease NTS Rove 7 13 • • PE #58201 e••• Mechanical SS • WIDTH WIDTH NEC POS NEC POS NEG POS NEG VI POS NEC POS NEC POS NEC vPOS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491 /3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 84.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.8 52.6 - 49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. "XO" or "OX" & "1/3 -1/3- /3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE, 5 /18" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTION: C. 7/16" LAM! (3116 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 TEST REPORT: FTL -3580 X 0 0 X TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL-4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAM! (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 116" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 A NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • •• • • •••• • • •••• • • •• • • •••• Read Oy PA. palm 3/23/03 Rev6hna B ADD GLASS TYPE ETO TABLE 9 pared By F.K Raved ey. F.K. Oafs 7/10/03 astir 6/23/05 Revbbax Ravi* .' NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Dam ey. FK riane 12/17/02 Checked Ely: 1070 TECHNOLOGY OWE NOKOMIS, FL 34279 P.O. BOX 558 NOKOMIS, FL 1 34274 P Vistbdy Bemr PRESSURES- XO, OX, & 1/3- 1/3 -1/3 X& iA IIIIOWS ALUMINUM CASEMENT WINDOW, (PACT• °mating No. 705-8• • D batlwaaedat CA-740 NTS 8 m 13 • • • • • •• .•• • • or • • • • •••• • • •••• • tacos A Turner, P.E. • PE 858201 • • • • • Mechanical • • •••• • • • • • •• • •••• • • • • • / v.0 I -CU.0 -CU.UI !U.UI -aU.Ul IU.UI -BU.VI 1V.V 1 -5U.VI (LLU -BU.V1 /V.V I -aU.U] IU.0 -00d!] 00.5 -00.U] 00.Y -00.V ] 00.0 88.919 24 38.919 A -75.0 70.0 -69.1 89.1 -63.4 63.4 -56.5 66.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.8 -39.2 39.2 - 36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 - 55.0155.0 -55.01 55.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.8 52.8 -49.1 49.1 - 46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 -482 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -89.7 69.7 - 86.3 68.3 -63.1 63.1 -55.01 55.0 -55.01 55.0 -52.21 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 46.8 48.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 - 40.7 40.7 - 38.6 38.8 - 38.8 36.6 - 55.0155.0 -50.91 50.9 - 47.7147.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 84.8 -61.4 61.4 -58.8 58.8 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 89.4 - 64.7 64.7 -61.0 61.0 - 58.4 58.4 -65.7 55.7 - 52.1152.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.8 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 - 60.5 60.5 -57.9 57.9 -55.2 552 - 51.5151.5 - 47.2147.2 - 44.0144.0 128.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 46.7 48.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 - 38.7 38.7 - 38.9 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 - 67.3 67.3 -62.5 62.5 -592 59.2 - 58.5 56.5 -53.8 53.8 - 50.1150.1 -45.8145.8 - 43.0143.0 130 35.898 58.209 A -74.4 70.0 -43.6 43.8 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 - 38.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.6 68.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 89.3 -85.3 85.3 -60.6 60.8 -57.6 57.6 - 54.7 54.7 -51.9 51.9 -48.11 48.1 - 43.9143.9 -41.91 41.9 130.378 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 38.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 80.5 - 57.4 57.4 - 54.6 54.8 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 60 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 - 35.5 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 83.3 -59.1 59.1 -55.9 55.9 - 53.0 53.0 -50.0 50.0 - 48.3146.3 - 42.8142.8 -40.8140.8 XO" & OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /18 1HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or 'OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1-90 70.0 TABLE 12A. "XO" or "OX" & 'COX" UNEQUAL LITE WINDOWS TEST REPORTS: FT L-3580, FTL-4807, FTL-4608 GLAZING OPTIONS: D. 7/18" LAMI (3/18 "4S,.090,3 /18 "HS) G. 13/16" LAMI (116 "A,AIR SPACE,7/18" LAMI -W/ 3/16"HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • •• • • TABLES, USE ELCO 1/4" TAPCONS OR •••• • • •••• X 0 UNEQUAL LITES 0 X UNEQUAL UTES •••• • • •••• • Rend Op F.K. oars: 3/25/03 Re.: B ADD GLASS TYPE E TO TABLE 11 Render F.K Revel By. F.K Loom Or F.K. Dma 7/10/03 6/23/05 044 12/17/02 Ravi*. C Revue Checked 8p. NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75' HEIGHT OPTION 0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P,GT Visibly Better PRESSURES- UNEQUAL CONFIG. gtie, 4XOX ALUMINUM CASEMENT WINDOW, SN•I: • t s.vreeene unv6eRV. 7I45-8 • • • CA -740 NTS 9 m 13 • • • • • •• ;•• • • • • • •• • • • • •••• • • • • •ro rf4 `rz fiO4:••• • • •••• • • • ••• • ..noes A. Turner, P.E. • PE #58201 • •5•• Mechanics] • • •••• • •••• • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) (SEE SHT. 3) U (Sett SH I. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX U fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT +DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X • • • • • •• • • •••• • • •••• ERDDUGT REVISED Salmasplyieg wt* Sti /rite AMR Code .•_Vt. DEW Dime product Revel* 0 F.K 3/25/03 Reveal • 55 F.K. 7/10/03 Read Br Data F.K 8/23/05 Dfaan Sr Dais. F.K. 12/17/02 8 Revision= C Reviebre: ADD 13/18' LG. GLAZING BEAD ITEM SHOW TOP HINGE 0110 SHT. NO. REF. AND ADD ITEM 89 Checked By Oats. 070 TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS • • ALUMINUM CASEMENT WINDOW, 411411 4q CA -740 10 d 13 7415 -8 • •••• • • •••• • • • • Si • •• • •• •• •••• • -• •••• • • • 'Lucas A. Turner, P.E. • PE058201 • • • • • Mechanical • • •••• •••• • • • • • "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL MAT'L: 6063 -T6 DWG# 7071 434" 2.854" .062" NOM. 1.159" 2.139" ()SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A .438" 3.544" .062" NOM. - 2.784" I • • • • • •• • 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7005A • •••• • • ••• NOM. 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A •••• • • •••• • Baader: FK Bend Sy FE. Date: 525/03 7/10/03 Revisions B C NO CHANGE THIS SHEET NO CHANGE THIS SHEET Bonder F.K 523/05 aewmore: ADD ITEM 89 we.o,er FE. Dam: 12/17/02 GrxWd 9y. 1070 TECHNOLOOYDRIVE NOKOMIS, EL 34275 P.O. SOX 529 NOKOM(5. PL 1 34274 T 1 L ibly Beater EXTRUSIONS & ASSEMBLY DETAILS • • Teri • • • • ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS X11 a 13 w 70) • • F. D • • •• •• • • •••• • • •••• +uoas A. wmec, P.E PE #68201 • • • • Mechanical • • • • • • • •••• • • • • •• • •••• • • • • • •• • S 7009 SASH CUKNEK KEY 9 7024 13/16" MAXIM MULTI -POINT LACK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/16HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X.562PH.PN.TYPEF 12 7014 3/16115 & 3/16115 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (JUL & LH.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 48-32 X .375 PI-L PN. TYPE B 21 7032 STUD BRACKET (L.II. & R.H.) 22 7858ZA #8 X 5/8" FLT. PI-I SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP 410 X .500 PH. PFIL.. 30 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8HS & 1/81IS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/1611S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT I'VE 33 7/16" LAMINATED (3/16HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X.500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712XIPPT #12X1 " PH. PHIL. TEIC 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE 86 - 13/16" MI LG. GLASS (1/8"HS, AIR SPACE, 5 /16 "LAMI) 5/16" LA = (2) LITES OF U8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (I/8"HS, AIR SPACE, 7116 "LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/8"11S, AIR SPACE, 7 /16 °LAMI) 7/16" IAMI= 3/16115 & 3/16115 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" .050" — II-iF" .865" 40 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523 " .050" - -TLE .865" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" 1.000" .423" 50 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .289" I--- .172" .870" .050" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" --I 1.124"r- INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 • • • .093" •••• • 0 CASEMENT MOE• ASSEMBL" '?I K • MAIL: 6063LiEI • DWG #7a0 .•• 2.701 •••• • • •••• • Roved ay F.K. Data: 325/03 ADD 13/15-LG. GLASS GLAZING BEAD Revd By. F.K. am 7/10/03 "-9- C NO CHANGE THIS SHEET Revd er FE. Pax 0/23/05 Re -Yarn: ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 88 F.K. 12/17/02 Gbdred By awe: 1070 TECHNOLOGY ORME NOKOMIS, FL 3427E P.O. BOX 1529 NOKOMIS, FL 34274 FA T Visibly Berner PARTS LIST & EXTRUSIONS • • ALUMINUM CASEMENT WINDOW, IMPACT 4'5-8 • • Sabena Pbeer 12 m 13 CA -740 NTS • • • • • •• .,•• • A .5 4(t2t /G • • • • • •• • •• •• •••• • • •••• • • • • • • • •Lucas A 11.tmer, P.E. • PE #58201 • • • • • Mechanical • • •••• •••• • • • • • • 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK occ 1vv i c y 1/4" MAX. SHIM ® SEE NOTE 1 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK -__J 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4" MAX. SHIM LSEE NOTE 1 • SEE NOTE 4 _ 1 1/2" L_ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 - 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE 111111 1t1 II I (MC 1111111111111. 1 1/4" L_ MIN. FIXED UNIT FRAME TO CONCRETE Wl WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. • 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. • • • SEE SHEET 1 FOR SPACING. • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x81AIOOR• BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK C a l i GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORI1/ • • HAVING JURISDICTION. • • 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. •••• Rm"d ar F.K. ar F.K. Revisions: 3/25/09 NO CHANGE THIS SHEET 7/10/03 • C NO CHANGE THIS SHEET Raced By F.K. 0/23/00 Rs:dekvu: REVISE NOTES AND REMOVE 3/18" TAPCONS S #14 SCREWS a"w"e.. F.K. Wee 12/17/02 cractmer Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BOX 1529 NOKOMIS, FL 34274 it T Visibly Better ANCHORAGE DETAILS 9• • • ALUMINUM CASEMENT WINDOW, MCI s.,.neoda NTS 13 e 13 • • • 7195 -8 • • • •• • • •••• • • • 112 r ids._ •• •• •••• • • •••• • • • •Lutes A. Turner, P.E PE 858201 • • • • Mechanical •• • • • •••• • • • • • •• • •••• • • • • • MIAMI•DADE b() s--(0(P MIAMI-XtUt Fth141 A METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of: SH -701 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUIL DI1QG AVE C81 'I CE ohI(! • • 4TRNDADE twAOLk"R131:111) • 140 WFfT F AGLER SlREEt, SUL'fE'1663 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •. • • • •• ••• •• ctivrutaot rtc$NCIav sJCh N �(3P5) 3075252:7, Iy((3$5)375 -25 :8 •• • • • • • ••• •• CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0629.08 EXPIRES: 11/01/2006 Ram tcoanguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE0 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 \1 s0450001 \pc2000 \ \templates1notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Lv , Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Vinyl Tech/Progressive Glass Technology ACCEPTAN APPROVED EXPIRES • • 000 • • • ••• •• •• • • • •• 00 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ".470621X08: : • •• ••• •••S •••• • •••• •••• • • . • November 01, 2041 • 11•S 0, gnJei 01,'006 • • • • NOTICE OF ACCEPTANCE: SPECIFIC COND1T1t)NS • • ' • • " 1. SCOPE This revises & renews Notice of Acceptance No. 98-0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. w.,45) I . L k ,K8,- Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 2 • • ••• • • • ••• OS 00 • • • •• •• • • • • • • • • • S. • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Vinyl Tech/Progressive Glass Technoloav ACCEPTANCE' To ; • - O1s0629.18' :555 • • • • • • • • • • •••• •••• •••• APPROVED • •: November 01, 2001 EXPIRES • *5 : • Novepnsiser b�1,'20.06 • - -• • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS' ' ' 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and. removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 10441. 1 , L114-nda, Ishaq I. handa, P.E., Product Control Examiner Product Control Division 3 53.125 MAX. 76.000 MAX. / 0 VENT SIZE; 50 1/2" x 38 1/4" X 8.000 13 1/8° ON CENTER 6" Ill 5 3/4° 13.000 --I MAX. ON CENTER IYP. HEAD to SILL ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS E (1/8" 16" (.350) annealed/090 LAMNNATED GLA GLASS SS (1/8" heat strengthened /.090 film /1/8" heat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE 1LSI REPORT: F7L -1889 ITEM DESCRIPTION V.T. # QTY. / LOCATION VENDOR VENDOR # 2 3 4 5 6 FLANGED FRAME HEAD (Alum. 6063 —T5) FLANGED FRAME SILL (Alum. 6063 —T5) FLANGED FRAME JAMB (Alum. 6063 —T5) FIXED MEETING RAIL (Alum. 6063 —T5) SASH TOP RAIL (Alum. 6063 —T5) 612225 1 ALUMAX AF -12225 612226 1 ALUMAX AF -12226 812227 2 ALUMAX AF -12227 612228 1 ALUMAX AF -12228 SASH BOTTOM RAIL (Alum. 6063 —T5) 612229 1 ALUMAX AF -12229 612230 1 ALUMAX AF -12230 7 8 SASH SIDE RAIL (Alum. 6063 —T5) GLAZING BEAD (Alum. 6063 —T5) 612231 2 ALUMAX AF -12231 6534571 9 WEATHERSTRIP — VINYL BULB 6TP247K 8 8 (1 per Glazing Bead) ALUMAX AF- 534571 TEAM PLASTICS TP -247 10 11 12 13 62899C SILICON 5/16 "(.350) W /SAFLEX BY SOLUTIA INTERLAYER y16" (.350) W /DUPONT PVB INTERLAYER x .750 PFI1L Pk. HD. DOW CORNING 899 2 N.P.G. 2 H.P.G. 7658PFAA 14 SWEEP LATCH 15 #8 x .625 PHIL FLT. HD. 7858WW 16 WINDLOAD ADAPTER (Alum. 6063 —T5) 612236 17 18 #8 x .375 PHIL P.H. TEK WEATHERSTRIP — VINYL BULB \SASH 78X38PPT 6TP249K 19 SASH TOP GUIDE 2 (to attach Balances to Jambs) 1(11.5" from end of vent top rail) 2(if width is >= 42") AQUA FASTENERS 2 (Sweep Latch Screws) 4 when uslna 2 Swee• Latches) 2 C® frame iambs, 30' from bat.) 4 (((WlndloadAdapter Screws) 1 at Vent Bottom Rail) 2 1 per each balance) MINIATURE DIE CASTING MERCHANTS FASTENER PGT.214.XX ALUMAX AF -12236 MERCHANTS FASTENER 20 SCREEN TEAM PLASTICS MASTER TOOL TP -249 VINYL TECH. \PGT 21 BALANCE COVER 22 BALANCE 23 WEATHERSTRIP — PILE \ANSEAL 61062W 24 SASH FACE GUIDE 71087 25 26 #6 x .500 PHIL. FLT. HD. SASH STOP (Alum. 6063 -75) 76X12FPAW 612244 27 #8 x 1.000 PHIL. P.H. SMS 78XIPPA 2 1 per each balance) 2 1 0 each 'frame jamb) 3 B vent iambs & vent top rail) 2 1 /vent iamb. 2.5" from bat.) (sash face Guide screws) 2 (® top of each frame lamb) 4 (Frame & Vent Assv. screws) WYBORG STAVE CAWSELL SCHLEGEL CORP. FS7826 -187 VINYL TECH. \PGT SCHERER IND. PROD. ALUMAX AF -12244 28 SEAM SEALER 6SM55W MERCHANTS FASTENER SCHNEE /MOREHEAD SM5504 29 WINDLOAD ADAPTER (PLASTIC) 61207 2 (S frame lambs, 30" from bat.) PROTOTYPE WC996 -1207 DESIGN PRESSURE RATING (P.S.F.) W /16 5 ANNLAMINATED EALED GLASS 5/16 LAMINATED W/ HEAT STRENGTHENED GLASS WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED —50.0 +50.0 —50.0 +50.0 —80.0 +66.7 —80.0 +80.0 Robert L. nark, P.E. PE #39712 Structural �sT INDUSTRIES Revd By: F.K. Revd 6y. D.B. Date: 10/11/0 • _• RavLstss : • • TB, TABLE, EXTR. PRODUCT REN WID rx� of- 0629.01( •••• NLIve r4W10( 1'10N iATG� `r Dote: Replete 5/15/95 • Drawn By. Date: D.B. 2/9/98 • • • Description: •• • • • ELEVATION & PA'RfS LIST • • ••• • • • • • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rae: •••• ALUMINUM SINC.I .4 UNG •INI.QJIJOW Seres/MOde1 SH— 701 seats: NTS Sheen • •:.4 • • Drawing Nil 4040 ••� let ••• • • • • • •• • •••• •••• • • • • •• • • r_ 2.784 CD ROUGH OPENING L .500 .737 INACTIVE 34.500 DAYLIGHT OPENING 76.000 34.500 ACTIVE OPENING 2.330 .655 EXTERIOR O GH 1NG 2.784 REFERENCE TEST REPORT: FTL -1889 ROUGH OPENING .123 53.125 S�J EXTERIOR 49.825 DAYLIGHT OPENING 0 VERTICAL SECTION INTERIOR -i P.GT 0 INTERIOR 48.250 DAYLIGHT OPENING HORIZONTAL SECTION Robert L. Clark, P,E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 Revs?! 9y. Raved D.B. Drawn Sy: D.B. 2.710 ROUGH OPENING OeM/ 1/01 RTiB • jr • E •fTR. • • u • • 8 : 98 Revisions: Dote. 2/9/98 ek s - - ^F1 • • Description: SECTIONS • • • • • • • • • • • • • •••• •• •• RIM: • • ALUMINUM SING'L '7- UNG • ?iM OW SerMs/Yodef. Scotto Siiit • • DrewIT9 •• • • • IA* SH -701 NTS •� • a• 4 •4040 • •B - • . . _ • • • • • • • • •• • ••• • • • •••• •••• • • • • • • • .737 2.784 IIr.062 1 .705 OALUM. 6063 -T5 2.029 ® ALUM. 6063 -T5 -.1 1.165 H- .062 1.348 .413 --1 0 ALUM. 6063 -T5 .655 T ALUM. 6063 -T5 .062 2.784 2.330 �-- 2.274 -H .062T 1.707 1.187 r- ALUM. 6063 -T5 0 ALUM. 6063 -T5 REFERENCE TEST REPORT: FTL -1889 2.710 --=-1 1.123 0 ALUM. 6063 -T5 1.523 -m H1023 -°1 1.350 f- 0 ALUM. 6063 -T5 b 1.451 .0 62J .490 ALUM. 6063 -T5 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER -{ SAFLEX BY SOLU77A OR DUPONT PVB Robert L. Qark, P.E. PE #39712 Structural F'GT Revad By: R 0I 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAILS Rs: • ~ • -"— %1 1/0 T �i• CO. Revisions: 8 /18/98 nolaucir Itolvao b���• ' �sr ifrolre 1 Drown 8p. Dots: INDUSTRIES D.B. 2/9/98 •••• • • EXTRUSIONS & On %NG 0:7;] YNS 55:55• Title: • • • • ALUMINUM SINGtE •I'IUNG Wfl1DOW . Seriee/Mode: Scale: Shs•t• • • • • Drawing No.• F!r SH -701 NTS : of 4 .. d1,040 ••••:• 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 • • • • • • • • • •• • •••• •••• • • • • • 1 x WOOD BUCK • 1.250 TYP. HEAD .250 3 MAX. 1/4" TAPCON TYP. SILT. REFERENCE TEST REPORT: FTL -1889 2 x WOOD BUCK e. TYP. HEAD 1.250 .250 -p MAX. 12 PANHEAD TYP. SILL 2 x WOOD BUCK 1/4" TAPCON 1.250 n • 4 .250 MAX. TYP. JAMB 1 x WOOD BUCK #12 PANHEAD --11.250 2 x WOOD BUCK .250 MAX. TYP. JAMB • • • • • Robert L. Clark, P.E. PE #39712 Structural T INDU TRIES R D.fFttey Date: Revisions: • • • 10 /11 /01 TB, TABLE EXTR. Dote. Revietone• • • G • • 8/18/98 • Omen By D.B. Description: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 152.9 NOKOMIS, FL 34274 %9/98 ?MAXI Yl EICWIS nmwewaENL pr_o629,dts ArforierrAn/v01114V 1+lg By 111 10044. • • • • • • • • • • • • •••• •• •• Title: owe. ALUMINUM SING4iE .I.IlJNG .14010•ow • • Series/Modal: SH -701 Scale: NTS Shy • • • • Drawing 1N Qpv: a / ••4040 ••••• • • • • • • • •• • •••• •••• • • • • • • • M I A M I•DADE occ, A, • • ••• • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • MIAMI -DA3)g i4)INty: FIXtRIVA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 BUILDIDit•Cin COMIACE OflC1j, • • 1VF42O -tW FE4G :EQ 13tJI{Dtp14 • • 140 WL41 •F246LER'STREEpSIJIT'E•1160Y • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• COMjRAMR3.I4E14SIVG'• CT2(4N (:05:37:5-2,127: Fr (301)375 -255! •• • • • • • ••• •• CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 1 "x Std. Wall - Aluminum Tube Clipped Mullions under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/28/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s0450001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PGT Industries ACCEPTANO:Nn; �0 ®�0912a1 APPROVED EXPIRES • ••• •••• •.• S ••• . JUN 7.1 2601. • •• , • JUN2 8,6•• • •. • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: SPECIFIC COND►PI'IONS • • • • • • • • 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either 1x2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Flori ' • Building Code (SFBC) in order to properly evaluate the installa '.n oft is system Manu-. Per z, P.E. Product Co Examiner Produ ontrol Division 2 PGT Industries • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •.• • • • • ••• • •.• ••• • • •• ACCEPTA3C2 Nd.:. • • 00;0912.0 :. •• • ••• •••• • 3JH'2'8 2681 '•' APPROVED .••••RJ.N :2.8:2606•• • • •.• • • • • •• • • • • EXPIRES •• • • • • ••• ••• NOTICE OF ACCEPTANCE: STANDARD CONDITION 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT. NCE 3 /.�...._ z, P.E., Product Co xaminer Manu Produ ontrol Division 1 x2x.125 2 Anchors 42 48 50.625 54 60 63 66 72 76 w 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 129 83 70 57 41 35 30 23 20 18 60 115 73 61 49 35 30 26 20 17 15 107 67 55 44 31 27 23 104 63 52 41 29 24 21 90 100 103 103 61 61 50 49 110 120 103 103 61 39 27 23 19 130 160 103 103 61 61 49 49 38 38 25 25 20 20 17 17 1x4x.125 4 Anchors 50 60 70 OPENING WIDTH IN INCHES 80 ; 90 100 110 0 LENGTH IN INCHES 42' 48 50.625 54 60 63 66 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 157 143 170 170 170 162 170 170 170 170 120 130 170 170 160 170 170 170 170 170 160 141 145 127 128 115 72 142 120 105 95 170 170 158 157 134 127 124 122 119 112 , 108 106 106 100 96 87 81 77 74 157 93 170 157 122 122 106 106 92 92 72 71 76 120 102 90 81 74 69 65 78 111 94 83 74 68 63 60 84 88 75 65 59 53 49 46 90 72 60 53 47 43 39 37 63 57 44 35 61 55 42 33 59 53 40 96 59 108 41 111 38 144 17 50 43 35 30 32 28 38 27 24 35 24 22 32 30 28 27 22 20 19 18 31 24 16 20 19 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert #39712 Structural P.E. #39712 Structural Vertical Mull Mull Length k_Opening_4 Width Horizontal Mull Opening Width L Mull I Length Multiple Mulled Units Mull Length Opening Width �-i INDUSTRIES Raved By: Date: Chid 8y: Date: • • • • • •• • • ReSeget • • • •••• APPROVED AS COMPLYING WITH THE BY litOD r -OLDMSION SUNOS* &SE COMPUAIM.! ACCEPTlSICE NO. 00 -09t 2. er• r ow mil,! • DE ••• • • Drown Sy: P.J.P. Date: /28/00 • • •••• • • • • • • •• • Description: PRESSURE CHARTS • • • • 7itk • • 1" STD. WALL MULLIVITIVI •••• • • •••• • 1070 TECHNOLOGY DRIVE P.O. SOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series /Moak MULLS Scats NT.S • Sheep • 5 if 5 •• • • • . • •• •d•.•• Drawing N! • • ••••6620 • • •••• • • • • • ANCHORS: TYPE. B , `C' OR D' BOTH ENDS\ 717.. MULLION W = WI+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE B' C° OR 0' BOTH ENDS 1---W —I -J2 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT H1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TYPE B' C' OR D' BOTH ENDS WI�W2 W W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+ W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 a!a! Robert L. CI irk, P� P.E.#39712 Structural ANCHORS TYPE A ANCHORS: TYPE B' C' OR D� BOTH ENDS W d GLAZING PRODUCT H MULIJON N.. GLAZING PRODUCT Mf M2 GLAZING PRODUCT GLAZING PRODUCT WI�W2 W W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+ W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 a!a! Robert L. CI irk, P� P.E.#39712 Structural ANCHORS TYPE A ANCHORS: TYPE B' C' OR D� BOTH ENDS W d GLAZING PRODUCT F / TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT H Wt W2-- -i- -W3 W W = WI +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DLILRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 ItT INDUSTRIES Raved Chkd BY: Dote: Drown By: P.J.P. Dottie /28/00 • • • • • •• • • RevItotaa • • .•• • • •••• • APPROVED AS COMPLYING TM THE SOUTINV1 BUILDING CODE •• PROD !,NTQOL DIVISION BUILDING OCDEEOMPUANCE OFIICE • ACCEFr'A10EtS 00 - dP"? "" • • • • • • • • • • • • •• • • Description: ARRANGEMENT DETAIL • • •• •• 1" STD. WALL MULLI ffer: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series /Mode: Scab* Sheet • MULLS NT$ 1 $( 5 • • • • •••• • • •••• • • • • Drawing •o••• ••Oa •• • a • • • •••• •• • •••• • • • • • TYPICAL MULLION TO MULLION INSTALLATION TYPE "A", MIN. WOOD 24 (TYT) BUCK 1i MIN. —2° OR 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT 70 INTERFERE VATII EACH OTHER) SEE NOTE /1 /12 WOOD SCREW (199/) AI/N. l PENETRATION INTO WOOD BUCK ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE 411 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE B" NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP—TO—OPENING. 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 IMPORTANT' QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REVD FOR YOUR SPECIFIC APPUCATION. WOOD BUCK 1-2" OR /12 F.M. S.U.S. STAGGERED ON OPPOSITE SIDES WaISFEAiE,OT TO WITH EACH 011/ER) SEE NOTE /I MIN. fr TAPCON (246/) ,*•. ARM l PENETRATION INTO • CONCRETE OR BLOCK • STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE OR 112 P.R. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. t TAPCON (2449 MIN. 4 PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS • MUST BE DADE COUNTY APPROVED. SEE NOTE /1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D". Robert L. P.E. #39712 Sirnrinril INDUSTRIES Rem! By: Date: Chkd Date: • • • • • • • • • RI 2 • • • AI II • APPROVED AS COMPLYING WITH THE SOUlS , 111LORek A •BUILDI BUILD/NO O BY 1 -,_....41WVII0j. • • ' • • PRO CT • OL DIVISION 1311 OjEgDOMPLIANC4 CR: • ACCEPTANCE e NO 43' a– ° 1. / 2 ''S- • Drawn By: P.J.P. Dote: 4/28/00 • • • • • • • • • • • • • • • °escalation: CLIP & INSTALLATIOIr.r.VAIL TRW " STD. WALL MULLIPtdr: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Soriaa/Madok MULLS Scats* N T.S Sheet: • 2 y5 • • • • • Drawing *fa 111 • • • 114420 • • • • • lk• • I I wr -re ea • • • • • • • • • • • • • • • • IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 'A' 1 x 2 x b it 1 x 4 x A 2 8 MIN. FROM ENDS (TYP) 0 0 14 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG # 1099 — 14 MAX. -8- $ MIN.J 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG If 1099 "/-/4-C NOTE; /c L CL 4 E- 1.REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 3y�jL MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG # 1099 L f3 - -e- O - -Q- 3 fl 'A' MIN. FROM END (TYP) 1 " MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 • • • • • •• • • APPSWAS COMPLYING WITH THE INDUSTRIES Revsd By: Doty Chad By Date: Revisions: •••• Drown By: P.J.P. Date: 4/28/00 • • •••• Description: 1" MULLION CLIP AIyQR BY Pito)w OL DIVISIO•N,, BUILDING •D COMPLUANCEO drCc t•rc up 00 -O 6I2 .05 • •iii• • • • • • • • • •• • • LO'C4ZI, YN Tltle: 1" STD. WALL MULLxO •: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Model: MULLS NHS Sheetr' 3•a1 5 • •• • 0r0wiig1I ••• •• • •••€62O • • •• • •••• • • • • 4 7 x STD. WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert i.. ark, .E. RE #39712 Structural 8 (TYP) APPROVED AS COMPLYING WITH THE ••• •• • BY d�� • pRO 'OL DIVISION dr Bt!!L NNGwee COMPLIA t • ACC EP� CE N0. 00- V9t.a5. r INDUSTRIES Red By: Date: Chkd 8y: Date: Revstena Drawn P.J.P. Date •••• • • • • PROFILES • • • • • •• • •• • • •••• •• • • •• •• 7fda 1" STD. WALL MULL•2IrS •• •••• • • • • 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Series /Model: Sae: Sheer D wt j 14i 81? • •• 511aP • NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS MTS 4 of 5 • • • •56+20 • • • • •••• • • • • •