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975 NE 94 St (12)Issue Date: 7/28/2006 Owner's Name: GABRIEL & GWYN MARTINEZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 975 94 Street NE Contractor(s) Phone Primary Contractor ALL WEATHER PROTECTIVE SYST (954)587 - 4207 Yes Comments: INSTALLING 14 WINDOWS Additional Information Type of Work: WINDOWS No of Openings: 14 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings. statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore. I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Miami Shores Village, FL 33138- Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/24/2007 Amount $9.00 $3.00 $240.00 $12.00 $6.00 $270.00 Invoice Number WS - 7 - 06 - 25714 Total: Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -7 -06 -2008 Phone: Lot: PB: Total Square Feet: Total Valuation: Re.uired Ins.ections Window Door Attachment Shutter Attachment Final Shutters Final AUG 0 1MOD 1132060350020 0 $ 15,000.00 Amt Due $270.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 10/23/2006 Inspector: Grande, Claudio Owner: MARTINEZ, GABRIEL & GWYN C \ 6000, Job Address: 975 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Building Department Comments Friday, October 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -23337 Permit Number: WS- 7- 06-2008 Contractor: ALL WEATHER PROTECTIVE SYSTEMS, INC Passed 0 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comm Permit Type: WindowslShutters Inspection Type: WINDOWS AND DOORS Work Classification: Window /Door Replacement ents Block: Phone Number Parcel Number 1132060350020 Lot: Phone: (954)587 -4207 Page 2 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS - - - 2008 Invoice Number: WS - - - 25714 Applicant: GABRIEL & GWYN MARTINEZ Company Name: Owner Address: 975 NE 94 ST MIAMI SHORES VILLAGE, Job Address: 975 94 Street NE Miami Shores Village, FL 33138- Date Tuesday, August 1, 2006 08/01/2006 Check Payment Type Check Number 1907 Amount $270.00 Change $0.00 Total Payment: $270.00 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. 1 description of property and street/address: 975 iUG ci.ci 5 3hoce • 2. Description of improvement: S f / I LA)* ad, S • 3. Owner(s) name and address: G Hismi ShoreS- FL 'S3 :st • Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: d' nt date is specified) f Owner Owner's Name Sworn to and subscribed befog Notary Public At. Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 TAX FOLIO NO. 11 37.06 035 Opp All Weather Protectiv' Systems. Inc. 2061 SW 70 Avenue, Bay Davie Florida 33317 3 .uF.lLb: • 1111111 1111111111 111111111111111 1111111111111 CFN 2006R082762 OR Bk 24775 Ps 3306; ( 1 s ) RECORDED 08/01/2006 09 :23 =36 HARVEY RLNVIH, CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE n ALM /JE 9 1 /fTA: SS! :7 HA R., ntractor, 5. Surety: (Payment bond required by owner from co Name and address: Amount of bond $ 6. Lender's name and address: l in th's. 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 Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a e this v day of ` , 20 NOTARY ptj7)1.1C -S:Vi , 0. C ORT y Co. c d . ; nra ronu� Prepared. by ROBERT MONTEAGUDO AddreAa33 S.W. 148 AvenUO Davie, t-L 33325 / 0_).,,vs - o iaaAole) ao(orkr - BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Si ple Titleholder) a (A; $ IJ {l1 p( Phone # � �'2 - 6 2..3!.._? Owner's Address 7� IV 9 . City H / G , SAaCLSState 1C Tenant/Lessee Name Job Address (where the work is being done) ! 7.5 Me" I S 4' City Miami Shores Village County Miami -Dade FOLIO / PARCEL # ) 1 3175 O? j a- Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City �t 1/. { - State 'T(,, Qualifier Name f r J- f1 ti ju pf© State Certificate or Registration No. Certificate of Competency No. et C 03 !' Z Q56 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ l ({, / I Type of Work: Structural Review. $ dition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ['Alteration Electrical Plumbing ❑New Master Permit No. Zip 33/ 3 Phone # Phone # Repair/Replace Submittal Fee $ Permit Fee $ ,0 .C.1) Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ IMEEETMI B �� - - -\ - - - - - -- Permit No. UUSO'' - J t) Mechanical Roofing c- .cb1Q Phone # / 7 SS )''7 , Zip33' )z- Phone # c.s y S a ? 920 ) Square / Linear Footage Of Work: ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side -+ Bonding Company's Nam (if applicable) Bonding Company's A dre City / Mortgage Lender's Name (if a plicable) Mortgage Lender's Addr s 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 ued. 1 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur 1 Owner or Agent Contractor reg ing ' strument was ackno dged before me this 1 ne roregom instruinent was acknowledged befoff me dayof ,2006 ,by 6 i fiA )9, day of ,2000,by 5�✓t-T/1,, f' who is Qerson lly known to me or who has produced who is pers known to me or who has produced as identification and who did t an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: M Pri nt: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 1 State Zip As identification and who did take an oath. Signature Sign: Print: 0 . � � 14 ,� � E • i 1. �,c• �Z L , X55 ``' , � 111c. C ` �� \� My Commission Expires: 1. � : s1 Y -• 7 71 Plans Examiner Engineer Zoning HOMEOWNER: &JJer �� <, J 'Cd. ADDRESS: 975 kJ q'r CITY: Hp S\--)oreS STATE: L ZIP: "._3 13a FCMEWM` BY: PERMIT DIAGRAM •••• •• •• •• • • • • •• • • • • • • .. • • IJ O • q floc • oile 1u�5 a,S erw,.h i- HR 2, MSS 2.5 0-2>m 1 - 1 , 7 137x5o sk 2 3)x50 5 /8 3. 7 x . S/S 4 3 X 50 s 5 194 X50 5 4 6.7X So %r 8 1 14 x "; `c .; 4 . / 517 � 11 4 7 /hf, 13• h`? 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Mean Roof DESIGN PRESSURES PSF) - Zone 4 Tributary Area Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 - 15 k -50.4 -49.2 - 48.3 -47.6 -47.1 - 46.6 - 46.2 -45.9 -45.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 5 -51.1 -49.8 -49.0 -48.3 - 47.7 - 47.3 - 46.8 - 46.5 -46.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 k -52.4 -51.1 -50.2 -49.5 - 48.9 - 48.4 -48.0 -47.7 -47.3 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 k -53.5 -52.2 -51.3 -50.6 -50.0 -49.5 -49.1 - 48.7 -48.4 +49A +48.1 +47.1 +46.4 +45.8 +45.3 *44.9 +44.5 +44.2 22 k -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 -49.7 -49.4 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45,8 +45.4 +45,1 24 k -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 k -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 *52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 k -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 +53.0 +51.6 *50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 k -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 +53.8 +52.3 +51.3 +50.6 +49.9 +494 +48.9 *48.5 +48.1 32 h -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 k -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50,7 -54.9 +50.2 -54.5 *49.8 -54.1 +49.4 36 ft -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 +55.9 +544 +53.3 +52.5 +51.9 +51,3 *50.8 +50.4 +50.0 38 k -61.3 -59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 +56.5 +55.0 +54.0 *53.1 +52.5 +51.9 +51.4 +51.0 +50.6 40 k -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 k -62.6 -61.1 -60.0 -59.2 -58.5 -57.9 -57.4 -57.0 -56.6 *57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 k -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -66.6 -57.1 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 46 k -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -67.3 -57.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 *53.5 +53.1 +52.7 48 h -64.4 -62.8 -61.7 -60.8 -60.1 -59.6 -59.0 -58.6 -58.2 +59A +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 *53.6 +53.1 50 k -64.9 -63.4 -62.2 -61.4 -60.7 -60.1 -59.5 -59.1 -58.7 +59.9 +59.9 +58.3 +57.2 +55.6 +55.6 55.0 54.5 +54.0 *53.6 -80.8 _ -65.5 -63.9 -62.8 -61.9 -61.2 -60.6 -60.0 -59.6 -59.2 52 k +60 4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 k -66.0 +60.8 -64.4 *59.2 -63.3 *58.1 -62.4 +57,2 -61.7 +56.5 -61.0 *55.9 -60.5 *55.4 -60.1 +54.9 -59.6 *54.5 56 ft -66.5 -64.9 -63.7 -62.9 -62.1 -61.5 -61.0 -60.5 -60.1 +56.9 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 *55.8 +55.3 +54.9 60 k -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 - 61.4 -61.0 *62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 Mean Roof DESIGN PRESSURES (PSF) - Zone 5 Tributary Area (Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 -15 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 *43.6 +43.2 20 k -66.1 -63.5 -61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 k -67.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 k -68.7 -66.0 - 64.1 - 62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 26 k -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 -59.6 -58.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 -68.2 -66.2 -64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53,0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 k -72.0 -69.2 -67.1 - 65.6 -64.3 -63.2 -62.3 -61.5 -60.7 *53.8 *52.3 +51.3 *50.6 +49.9 +49,4 +48.9 +48.5 +48.1 32 k -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.1 -62.3 -61,6 *54,5 *53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 k -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51,9 -66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 -71.9 -69.8 -68.1 -66.8 -65.7 -64.7 -63.9 -63.1 +55.9 +54.4 *53.3 *52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 -72.7 -70,6 -68.9 -67.6 -66.5 -65.5 -64.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51,4 +51.0 +50.6 40 k -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55.6 +54.5 +53.7 +53.0 *52.5 +52.0 +51.5 +51.1 42 k -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 k -78.0 -75.0 -72.8 -71,1 -69.7 -68.5 -67.5 -66.6 -65.8 *58.3 +56.7 +55.7 +54.8 *54.1 +53.5 +53.0 +52.6 +52.2 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 k -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57,8 *56.7 *55.8 +55.1 +54.5 +54.0 *53.6 *53.1 50 k -80.2 -77.0 -74,8 -73.0 -71,6 -70.4 -69.4 -68.5 -67.6 +59.9 58.3 57.2 +56.3 +55.6 '55.0 *54.5 +54.0 '53.5 52 h -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54,5 +54.0 54 ft -81.5 *60.8 -78.3 +59.2 -76,0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 56 k -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.3 -70.1 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 60 k -83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 • -724 4 -714 • •70.3 4 +56.6 +56.1 +55.7 )4/19/2006 - 3:31pm francoc F: \03 Elements \10 Loading \11 Calculators\ASCE 7- 021_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES z U1 REMARKS DRWN CHKD I DATE INIT ISSUE CL FLB 04/19/06 THIS DOCUMENT IS THE PROPERTY Of FRANK L. BENNMW, P E ANO SNAIL NOT BE REPROWCED W VMDLE OR PMT WITHW T WRITTEN CONSENT Of FRANK L. BENNARDO, P.E. N+TERATIONS, ADd0IONS HIGItJGHT,0G. OR OTHER M•RKwGS To *05 DOCUMENT ME NOT PERWTIED 00 0NAL IOATE OUR CERTIF.TION iii III 111 11110 1111111111111 EXTERIOR ZONE 5 PRESSURES • • • • TIT 2004 FLORIDA Ilafibll\18.eOD. ASCE 7 -02, MRF4 • 0. 60 FT• • • • • • ••• DESIGN LOADS FOR COMPONENTS & CLADDING • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT • WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION I5 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I -1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER. BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (Im). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. • • • is a • • ••• • • • • • WALL ZONE FIGURES a y MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd -PEAK ROOF HEIGHT EAVE ROOF HEIGHT ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 • • PH: (954) 354 -0660 FAX: (954) 354 -0443 • • WWW.ENGEXP.COM • CERT OF RUTH +9885 • A FRANK L. BENNARDO, P.E., INC. INNOVATION ISO MEAN ROOF HEIGHT A05/28/2004 11:42:49 AM Lisa Wilson I[�A A M FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 0 3-0611.02max PGT Industries (14) U1 Page 2 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST ]FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 AulltdritS+.Having .... Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Prdddct Control . Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cotuntl reserve the light to have this product or material tested for quality assurance purposes. If this product or malenaf fails 19 perform • • • the accepted manner, the manufacturer will incur the expense of such testing and tht may iftwediately • revoke, modify, or suspend the use of such product or material within their jurisdiction. • $Q1.44 res ,ryes tie rigljt, :. • • to revoke this acceptance, if it is determined by Miami - Dade County Product Control Divislcafthat this psdduct 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 Yeloc4.1iun3cane • Zone of the Florida Building Code. • • • • • • • •••• • • • • DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement. Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, 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. TERMVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• • NOA No 03-0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 • • • • • •..• • • •••• • • • • • • • • ••• • •• • • • •• • • • • •• •••• • • • • • •• • •••• • • • ••• • • • • •• •• •• • • • • • • • •••• • • • • • • •••• • • • • • • • •••• • •• • • • } x 0 } X 0 CONFIGURATIONS OPTIONS x } X } 0 x 0 0 x x O x UNEQUAL UTES x 0 UNEQUAL UTES 0 x UNEQUAL UTES 1. GLAZING OPTIONS: A. 5/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER 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) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADS COU NTY) NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS.... 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE ................12 B. POSMVE 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. D. FOR "X' CONFIGURATIONS SEE SHEET 4. E. F 4: F. FOR }44 'XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR "COX' & "XO" OR 'OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE 'XOX, 'X0" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: 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 NOTE 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE y SHEETS:1, � Q P 1Q7 fOR 9110WABLE DESIGN PRESSURES IF USING 3116" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED .. ... .. • • • .. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL-3582, FTL -3587 AND FTL -3729 ^nod Mr Fx FX o•• 3/17423 3VLSO3 er Owe Br FJC • " • • ' • '.' • ' I X7102 A . c Oread REIRSE ANCHORAGE NOT E4 'co 73nr7.O. Q MOVE GLAZING DETAILS TO SNEET NO OUNCE TNIS SHEET art 1070 TEa#J1DLOGV DRIVE NaM.s. a Sam P.O. KW 1621 NOICONLS. 7L 34214 • • ... • . • • • • • • • • • • • - • • • • • • • • • .. • • • • • • • • • • • • • • .. . ... • ... • KAI* Beta • 04770 Off Aar( NO!E¢ fABBE OP CONTENTS • ... .• .A4r1 CIM cASMFJ 'T WINDOW, IMPACT ...• . NTS . 12 7045-8 PRODUCT REVISED 0 tempi* g ..icf the FMrid. euidI 4 Cade Arnpmaee hie dos Dam Lucas A Turns. P .E PE s•w1 Liarharad '-3 118' ANNEALED GLASS Pale Fx FJC grad ay &arobr FJG Dar WSW Max >•nooa 8 way. c •0 Doe OQad 5/16' LAMINATED GLAZING DETAIL . v,. vvrvmv i rV IIVIVtK LATtK 1■• 1/8' HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS l .65' NOM. GLASS BITE R8711AW GLAZING DETAILS a ADD 13/10" 1.G. No CHANGE 1 7S .SHEET .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16' HEAT 1-- STRENGTHENED GLASS 7/16" LAMINATED GLAZING DETAIL it 707OTECHNOLOGY DRIVE n+dmNLS. a 3Q1! PAL BOX 1522 Noscom . R 34274 3/8' AIR SPACE 118' HEAT STRENGTHENED GLASS -- .65' NOM. GLASS BITE f — ' - I 13/16' •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •••• • • • • • II • • • . • • • •..• • • • • • • • • • • • • • • •• ••• • ••• • .65' NOM. GLASS BITE P T • A G L IB ¢ D�TARS 4101661 CASi'MEbIT WINDOW, IMPACT Vttlbt, &teef "" ld' 1.trat n•.ti,r Tn RK 64745 l NTS 1 2 0 17 I ito 1 t.ucss &Tumor. P.E PE 158201 5/16` LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8' HEAT STRENGTHENED GLASS PRU1N1CT REVISRII of comPI) }•6 w16 Melia Cold ing Code Ats pta•et N. Es rake Ihe 1- oltb w 0 w CQ m F.K .ma FX bmi eK FX Cap FX MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL -\ TYP. (2) 13' MAX. O.C. Doc 317433 oar 3 Cai 7/1001 C•er 12/17/02 4' MAX } 4' MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30' MAX DAYLIGHT --- OPENING CHANCE SHEET 1410. REFERENCES ADOIQIA9E LOCATAYI DETAILS 7' \ 4' MAX. • ANCHOR LOCATION TYP. - 4' MAX MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) REVISE ANCHORAGE err 134' MAX. WIDTH 53" MAX. DAYLIGHT — OPENING SEE MID -SPAN ANCHOR DETAIL / TYP. (2) / 7• 0 1 I 1 1 I r 13' MAX. O.C. - �----- \ 60' MAX FIXED 3T MAX VENT TYP. Imo TECHNOLOGY DRIVE NOKC443. R. 34278 PA. mu um NOK044 R 34274 LOCATION AT HEAD & SILL OF 'X' PANELS, TYPICAL SEE HINGE DETAIL SHT. 4 13' MAX. O.C. • vhtbb Bear* • • J \` f I SEE METING RAILETAIL TYP. (2) 56' DAYL OPE 4' MAX. I. I MAX 30" MAX — DAYLGHT -.- OPENING • • • •• •• / • • • •• • • • • \• ••- 56' MAX. DAYLIGHT OPENING • •• 74' MAX. WIDTH 30' MAX. DAYLIGHT OPENING 14112" MAX O.C. TYP. ELEVATION 'B' - 63' HIGH "XX' (SEE SHEET 5 FOR PRESSURES) ®_. NOTE: - "X" PANEL MAY SWING IN. EITHER DIRECTION 63' MAX. : HpOHT • • • ••• • . " `• • 11. • •• • I I I-__j_ 14 1' MAX. Q.C. VENT HEAD SILL ONLY MEEJTNG RAIL DE: AIL:14P. (4) • • • • • • • • ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) • • . • • • "Xe f 71OXX EL VATTNS �7JIi�N�Q JM44$FJDIENT- WINDOW, IMPACT rr.ais► • fra• • e.rvra CA-74 /VT$1 3 + 1 , 70454 MAX. IGHT S ING 63' MAX. HEIGHT PRO/WCT REVISED .t emptying "abthe Florida &din Cede Atapaeee 1 -0 . II.I Q E .... pey zGS�' 1a By Al , hated A °'" .� Luau A hew. P.E PE fb82G1 ue/aNnl SEE MID-SPAN ANCHOR DETAIL S HT. 3 TYP. (2) 13" MAX O.C. 4" MAX. A•mi frow FX 3H7,W A Road 4R b.w 11.401404 FX 81583 8 R..••i,c Cow .•.Y•s FX maaW C A••• Dm. 'S. Ie F.K 12/17/72 FX 25' MAX DAYUGHT OP ING 14112" MAX. O.C. VENT HEAD & SILL ONLY 65' MAX. DAYUGHT OPEN ING ` I 14 1/2" 4' MAX. 1 MAX. O.C. ELEVATION "C - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX 13' FLUSH AGAINST JAM, MAX. TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL . ". V... LOCATION AT HEAD & SILL OF 'X' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13' MAX. O.C. 4' MAX. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADO HINGE DETAIL A HINGE LOCATION NOTES — m„n. VY IU I II 30' MAX. DAYUGHT OP 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT - -. 1070 TECIVOLOQY OWE NOK0141. a 34213 P.Q BOX MI NOKON01. R 3Q74 56' MAX. DAYLIGHT OPENING 1 I 14 12' 4' MAX. MAX. O.C. ELEVATION "D' - 63' HIGH "X" (SEE SHEET 5 FOR PRESSURES) OPENING DAYLIGHT OPENING •� 63' MAX. HEIGHT • • • • • • •• • • • • • • • • •• ••• •e •. • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.C. 4' MAX. • • • • • • 4' MAX. Fr . `� 13° MAX. O.C. ... 4" MAX. 60" MAX WIDTH 53' MAX DAYLIGHT OPENING 4 MAX 4. — -13" MAX. O.C. ELEVATION 'E" - 63' HIGH '0' (SEE SHEET 6 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 56' MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63' MAX. HEIGHT SEE MEETING • • RAIL DETAIL SHT. 3 • • • TYP. (2) • •• . • • • • • • • • • • -• • • • • • • • • 3r MAX. VENT - 60' MAX FD(h) : • • ELEVATION 'F"- 63" HIGH °X0' &'k)X' UNEQU UT S 7 -8 FOR PRESSURES) 8 X0 & 'QX" E .EVA17ONS p AaJAVIiIMGAi.11 1 161T WINDOW, IMPACT e.••••. • •.►• *..e • ...••r •.. C1-740 NTS1 4 r 12 I 7045.8 C 56' MAX DAYLIGHT OPENING Lucas A Turner. P.E PE 158201 llrn.i.+d 63' MAX. HEIGHT PRODUCT REVISED IS c°opbHot "Ifs We FTrl6 ReW9ag Code A.rrpt tee Pie dal Vlie / I f 7410/0 r 0 c c 1- '-3 •)O(" W1DTH 26.000 31.000 36.000 38.375 43.000 48.000 60.625_ 54.000 57.000 60.000 63.000 ` G "o POS ` G - • NEG POS NEG POS NEG • S G 'OS P05 N PO - s NEG POS 70.0 37.000 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 43.000 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 46.000 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 53.125 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 57.000 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 -69.8 69.6 -65.2 65.2 - 63.0 63.0 - 60.8 60.8 - 58.0 58.0 60.000 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 x x 64.000 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 68.000 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 -48.8 48.6 - 45.2 45.2 -42.4 42.4 72.000 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. -47.3 47.9 -44.8 44.8 -42,2 42.2 -39.7 39.7 74.000 A -75.0 70.0_ -75.0 70.0 - 73.7 _ -67.9 67.9 -59.0 59.0 52.8 52.8 -49.9 • ' .9 -46. . • 3.. .. •41.1 41.1 -38.6 38.6 LA/MI IVh ANALYSIS TABLE 4 REP,/ Fir IITE 8 A.0 ra :1#.114E14 In • ►': G OPT ONS: 16' 1 /8 "HS,.090,1/8"H "X" WINDOWS 6 • TEST REPORTS: FTL3 5/16' LAMI -W 1/8"HS,.090,1/8 "HS G "X" WIDTH 19.125 24.000 26.500 625 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26.000 31.000 36.000 'E • "iS PO A -90.0 70.0 -90.0 70.0 -90.0 70.0 B, E -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 B,E -90.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 30.000 32.000 34.000 36.000 37:000 B,E -90.0 A -90.0 B,E • -90.0 A -90.0 ,E , -90.0 A -75.0 B,E -75.0 A -75.0 B,E -75.0 A -75.0 B,E , -75.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -86.3 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -73.7 70.0 _ 70.0 -75.0 70.0 -75.0 70.0 3 1 ••S -90.0 70.0 - 90.0 70.0 -90.0 -90.0 -90.0 -90.0 - 87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 4.8.000 43.000 NE _ -90.0 70.0 990.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 90.0 -90.0 -90.0 70.0 - 68.468.4 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -83.6 70.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -61.8 61.8 70.0 -90.0 70.0 65.5 -57.5 57.5 70.0 -75.0 70.0 60.4 - 54.3 54.3 70.0 -75.0 70.0 59.0 -52.8 52.8 70.0 -75.0 70.0 50. -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 70.0 70.0 70.0 -90.0 -58.9 -54.9 -75.0 -51.1 -75.0 -49.9 _ -75.0 54.000 70.0 -90.0 70.0 -75.4 70.0 -90.0 63.9, -60.0 70.0 -90.0 58.9 -56.1 70.0 -90.0 54.9 -51.8 70.0 -75.0 51.1 -47.9 70.0 -75.0 49.9 -46.4 70.0 . -75.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 70.0 -69.9 70.0 60.0 70.0 56.1 70.0 70.0- 90_0 53.8 -50.4 70.0 -90.0 51.8 70.0 47.9 70.0 46.4 70.0 57. -90.0 -90.0 -90.0 -72.4 •90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 _ -75.0 000 60.000 63.000 NE 90.0 70.0 -90.0 70.0 70.0 - 90.0 70.0 -90.0 70.0 70.0 -89.6 70.0 -90.0 58.5 -56.2 48.6 -45.2 70.0 -75.0 44.8 -42.2 70.0 -75.0 43.5 -41.1 70.0 -75.0 70.0 -66.3 70.0 70.0 -90.0 70.0 69.9 -67.8 67.8 70.0 -90.0 70.0 -90.0 70.0 56.2 -53.4 53.4 70.0 -90.0 70.0 50.4 -47.7 47.7 70.0 -90.0 70.0 70.0 -75.0 70.0 45.2 -42.4 42.4 42.2 -39.7 39.7 70.0 -75.0 70.0 41.1 -38.6 38.6 70.0 -75.0 70.0 66.000 69.000 OS NEG P05 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.2 -90.0 -66.2' 66.2 -65.0 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 -83.2 70.0 -90.0 51.3 -49.8 FTL-3587 FTL -3729 70.0 70.0 65.0 70.0 49.8 72.000 NEG PO -90.0 70.0 -90.0 70.0 -81.7 70.0 -90.0 70.0 - 63.7 63.7 -90.0 70.0j -48.3 48.3 900 700 -42.2 42.2 - 84.4 , 70.0 70.0 -90.0 45.6 -43 9 70.0 -87.8 70.0 43.9 70.0' 7" WINDOWS TEST REPORTS: FTL -3580. FTL3587 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000' GH AND ALL "X" SIZES UP TO 32.000" WIDE x 72000" HIGH -90.0 70,0 V T1 111f. tt COMPARATIVE ANALYSIS TABLE 3.( ED ON 1/4" TAPCONS OR #14 SCREWS) F.K /bud M F.K 46.4 Ix FJC F 3 Mar 315/03 Doir MCO3 n+• 1207417 /bibs A REVISE TAKES 1 AND 3, GLASS TYPE A B ADO CLASS TYPE E TO TABLES 1 8 4 C Nip CHANGE MSS SHEET *detail a•" LAZING OPTION: ALL A 5/16" LAMI (1/8"A,.090,1/8 "HS) EIGHT • TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) • • • • • TEST REPORf3•FTL3582, FTL -3729 GLAZING OPTION: B. 5/16" LAMI (118" ,.090,1/8"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 118115,.090,1/8"HSL ALL "XX SIZE UPI() 74.000"„Wjla x 63.0017 H 3H 1 -75.01 70.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI 3/16"A,.090.3/16"1-j$1• • " SIZES UP TO 74.000" WIDE x 63.000" • 10707E040DLOOYOR74E ?MOMS. FL 3Q73 P.O. eox tam NOKONS, a 34274 Vouh5 Better • TE$' RIPDRJ: � � 0 • NOTE: :IF NSING 3/16' TAPCONS OR • tSC1''aiS DESIGN PRESSURE G • - 90.0 70.0 FOR ")O(' WNDOWS IS LIMITED TO 46.7 P.S.F PJSE$.SYIRP"S- CONFIG. WINDOWS • •nt• • - • • • • • �. " AGUROUBACAtEA NT WINDOW, IMPACT I WLC I O.c".. - - 1".» I r ., d - -• TEST REPORTS: FTL-3582 • • • x PRODUCT REVISED n eoopi wu►14 Fb,bb k&d1z 3 code Acceptance ?1 g _ Doe . G� Loos A Tuna', P.E oc I4NN1' c C Ir 7- 1 /3 rig • : • i•'1 : •. 6 "0" WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 A. 5/1. I (1/8 "A,.090,1/8" S) :. / 6 E. 13/16" LAMI (1/81 SPACE,5/16" LAMI -W/ 1/8 "HS ,.0901/8"HS v u 1 M, - 1 /L- 114 AUA w INUUws TEST REPORTS: FTL -3582 rat 16' ,.090, 161HS) FTL -3582 FTL -3729 "XOX" 26.000 31.000 36.000 38.375 43.000 48.000 ) 50.625 54.000 57.000 60.000 63.000 72.000 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 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 79.000 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS C -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 -43.5 43.5 -41.1 41.1 - 38.6 38.6 -75.0 70.0 • -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -41.1 41.1 -38.6 38.6 -36.5 36.5 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 - 48.4 46.4 74.000 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 C -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 75.0 70.0 70.0 -90.0 70.0 49.8 -46.9 46.9 -43.6 43.6 A -75.0 70.0 -75.0 70.0 -67.8 67.8 - 62.1 62.1 - 55.7 55.7 -49.8 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 r -75.0 70.0 -75.0 -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 20.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 -46.9 46.9 -44.3 44.3 -41.9 41.9 A -75.0 70.0 -75.0 70.0 -62.4 62.4 - 58.4 58.4 - 63.3 63.3 - 56.4 58.4 -53.4 53.4 -50.0 50.0 84.000 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 C -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 -79.7 70.0 -75.6 70.0 - 44.7 44.7 -42.1 42.1 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 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 90.000 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 70.0 -81.8 70.0 C -90.0 70.0 ; 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 A -75.0 70.0 -65.0 65.0 - 54.3' 54.3 -51.1 51.1 -55.1 551 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 96.000 B E 1 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 C -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 -75.0 70.0 -70.7 70.0 -87.3 67.3 - 64.1 64.1 -41.3 41.3 -39.2 39.2 -37.1 37.1 -75.0 70.0 . -75.0 70.0 -74.3 70.0 - 86.8 688 - 83.5 63.5 - 60.5 60.5 - 40.1 40.1 - 38.0 38.0 - 36.2 36.2 -75.0 70.0 -75.0 70.0 -72.4 70.0 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 -48.9 46.9 -43.5 43.5 101.01 • 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 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 • -75.7 70.0 -70.3 70.0 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 106.375 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 70.0 - 66.5 66.5 - 63.0 63.0 - 60.0 60.0 -57.3 57.3 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -78.4 70.0 -71.1 A -75.0 70.0 -58.2 ' 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 108.000 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 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 ,-75.0 70.0 -70.1 70.0 - 65.4 65.4 91.8 61.8 -59.1 59.1 -56.4 58.4 -39.8 39.8 -37.6 37.6 - 35.9 35.9 - 75.0 70.0 -75.0 ' 70.0 -71.8 70.0 42.2 - 40.8 40.8 -39.1 39.1 -372 37.2 - 35.4 35.4 A - 75.0 70.0 ` - 57.1 57.1 - 46.4 48.4 -43.3 43.3 -47.5 47.5 - 43.9 43.9 -42.2 111.000 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 -63.663.6 - 60.1 60.1 -57.5 57.5 -54.8 54.8 41.2 -39.8 39.8 A -75 0 70 0 58.2 56.2 - 44.8 4.4.8 -421 42.1 -48.2 48.2 -42.5 42.5 -41.2 - 38.5 38.5 - 38.7 36.7 - 34.8 34.8 114.00G 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 69.8 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 217 70.0 -66.7 66.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 - 53.2 53.2 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 -40.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 36.1 - 34.2 34.2 117.11 B E -75 0 70 0 -75 0 70 0 -75 0 70 0 -75 0 70 0 -75.0 70.0 -75.0 7(10 -75.0 70.0 -75.0 70.0 -75.0 70.0 -722 70 0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 690M9'49-4. 545 545 -51.6 51.6 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 - 39.7 39.7 - 435 43.5 -40.4 40.4 • -39.2 312 3+7.6. 3.7 ■36.7 35.5 35.5 - 33.7 33.7 1.1 - S 0 120.000. 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 .4 . ,Z► •.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0,30.0 -77.1 70.0 - 67.3 67.3 , -63.3 63.3 _ -59.1 _59.1 - 55.9 55.9_ - 53.0 53.0 - 50.0 50.0 .a 0.0 -71.0 70.0 - 67.4 67.4 TABLE 7.(BASED ON 1/4' TAPCONS OR #14 SCREWS) 'O" 8 "1/4-112-114 XOX• WINDOWS • • : • 'JEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.090,1 'X 118 "H6) • •- • • • • • • • ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL 0( 81ZErS U PFO 124000" ItIQg xs; tiW0" HIGH 1-90.01 70.0 'brad fir O.r: Fx 3/17/01 Fx 3/23 Rood fx 711007 Anne* a"s F M 17117817 AMeicar A awiroug B C REVISE TABLE Q GLASS TYPO A & C POD GLASS TYPE E 10 TABLE D NO CKANr7E THIS SKEET Oder W70 TECHNOLOGY DRAPE AMOK% FL 34275 P.O. BOX 1529 NOILOMS. R.34274 PRE$Sty �O 8 1/4- 1-1/ /4 XOX CONFIG. WINDOWS •ALU1v11f_�U1L� CA6EsgiIVT WINDOW, IMPACT rj -,•, .1 R e 19 7ML 1' 1 4 x 1 2 0 4 x 0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR ''0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR 'XOX' WINDOWS IS UMITED TO 41.3 P.S.F. PRODUCT REVISED la complying wick 16e Pions rock Actq,bnce M E. 'ration Date 7/0/0 3 Luca A Turner. P.E PE 68201 "XO" WIDTH "X0X" WIDTH 28.000 31.000 38.000 ' 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 ` - ir. NE e • A NEG P x NEG "' ' " • 4T- , • sZ 1 -ID S I - • NEG POS NEG POS NEG • • S 37.000 55.500 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 41.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 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 53125 79.688 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 89.5 467.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 73.0 70.0 -75.0 70.0 -71.8 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 60.4 60A 80.000 90.000 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 80.0 - 58.5 58.5 - 562 56.2 _- - 53.4 53.4 64.000 96.000 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 58.1 -53.8 53.8 50.4 50.4 -47.7 473 67.333 101.000 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 -51.9 55.6 51.9 -62.6 -48.9 528 48.9 -49.4 - 45.8 49.4 45.8 -45.9 -42.8 451 428 1-43.1 - 40.3 43.1 40.3 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 81.8 -55.1 55.1 72.000 108.000 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 -422 42.2 - 39.7 39.7 74.000 111.000 A 75.0 70.0 _ -75.0 70.0 -73.7 70.0 57.9 67.9 59.0 59.0 52.8 _ -49.9 49.9 - 46.4 46.4 _ - 43.5 43.5 -41.1 41.1 - 38.6 38.6 COMPARATIVE ANALYSIS TABLE 8. (BASED ON 114" TAPCONS OR *14 SCREWS) `XO" OR "OX" 8 "1/3- 1/3 -1/3 XOX WINDOWS GLAZING OPTION: A 5/16' LAMI (118 "A..090,1 /8"HS) HEIGHT A...aeir FX rr..4er FX no.e ¢i4 fX Orardir f Y17403 Nor 32%03 ABLE 9. (BASED ON 1/4' TAPCONS OR. 114 SCREWS) 'co' or "OX' 8 1 /3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL-3582, FTL5729 GLAZING OPTIONS: B.5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16 LAMI (1/8115.3/8" SPACE.5/16" LAMI•W/ 1/8"HS,.090,18`HS) ALL "XO" OR "OX' SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000' WIDE x 63.000" HIGH 1 -75.0 70.0 - XO - or & "1/3- 1/3 -1/3 XOX' WINDOWS TEST REPORT: FTL.3580 TABLE 10. (BASED ON 1)4° TAPCONS OR 114 SCREWS) GLAZING OPTIOI•t C. 7/16" LAMI (3/16 "A,.090,3 /18"HS) AU. XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000' WIDE x63.000" HIGH 1 -90.01 70.0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO' OR 'OX' AND 'XOX' WINDOWS IS LIMITED TO 41.3 P.S.F. A P.iid B ArimAkor REVISE TABLE 8, GLASS TYPE ADOOLA83 TYPE ETO TABLE 9 C NO CxANf3E THIS SHEET ChuW Ole Ot f�D TECMIOLOGY DRIVE 140010, FL 34275 PA 90X MN NOWA= FL 74274 Visibly Ban .. ... • • • • • .. • • . • • • • •• ... •. • • • .. • • • ... • • • • ... • • . . • • • • • •. • • •• • • • • • • .•. • ••• • Aratew TEST REPORT: FTL -3582 PRESSURO OX,,& 113- 1/3 -1t3 XOX WINDOWS • • .ACUMVIUKCASEMIDWTWINDOW, IMPACT ate. • - f p.w„ iN.e • •1O775� 1 7 , 17 1 7ld+ .P I f 1 3 X .1 3 0 X X 0 0 X Luca, A 711mer, P.E PE 358201 N CO N 0 0 r 0 0) 0 '-3 Dp 7 /a / o3 0) (1) GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,178 "HS) B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) C. 7/16' LAMI (3/16"A,.090,3/16'HS) 1 FTL -3582 E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.0901/8 FTL -3729 11 X0X" VENT FIXED 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 WDTH WIDTH WIDTH NEG POS NEG tram :L4�1i tiirr am�acipwei •-• , •-• " POS ` • • NE IS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 - 60.6 60.6 - 58.1 58.1 -56.1 56.1 -53.3 53.3 - 50.5 50.5 69.264 19.125 31.014 86.919 95.973 108.649 115.592 122.000 33.687 54.627 123.135 126.000 130.000 130.378 13.4.000 25.500 42.973 24.000 38.919 30.000 48.649 32.000 51.892 34.000 34.791 35.896 36.000 37.000 55.135 56.418 58.209 58.378 80.000 A -75.0 70.0 -47.3 B,E -75.0 70.0 C A B,E A -75.0 70.0 -46.8 A 13,E C -90.0 70.0 -90.0 A -75.0 70.0 -53.5 B,E -75.0 70.0 -75.0 C A B,E C B,E -75.0 70.0 -75.0 C -90.0 70.0 -90.0 B,E -75.0 70.0 -75.0 C -90.0 70.D -90.0 A B,E C A B,E C A B,E C A B,E C -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 -69.1 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -60.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -49.9 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -45.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -74.4 70.0 -43.6 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -74.3 70.0 -43.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -72.9 70.0 -42.2 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75:0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 - 43.6 - 75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 - 82,8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 -75.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75,0 - 71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 Au or 'UV & 70X• UNEQUAL LITE WINDOWS -75.0 70.0 -90.0 70.0 -47.5 47.5 -75.0 70.0 -90.0 70.0 -52.6 52.6 -75.0 70.0 -90.0 70.0 - 48.2 48.2 -75.0 70.0 -79.5 70.0 - 45.5 45.5 -75.0 70.0 -73.2 70.0 -75.0 70.0 59.4 69.4 -42.4 42.4 -75.0 70.0 -68.8 68.8 -41.6 41.6 -75.0 70.0 - 67.3 67.3 - 40.4 40.4 -75.0 70.0 - 65.3 65.3 - 40.3 40.3 -75.0 70.0 -65.1 65.1 -39.2 39.2 -75.0 70.0 -75.0 -90.0 -44.1 - 75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -427 - 75.0 -683 -41.4 -75.0 -64.7 -41.1 -75.0 -402 -75.0 -625 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 70.0 70.0 -90.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 - 64.1 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 -75.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 - 75.0 -64.8 -39.5 -75.0 -81.0 -39.3 - 75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 TEST REPORTS: FTL -3580 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 70.0 -77.1 70.0 . - 67.3 43.3 6.,3 _59.1 59.1_-55.9.55.9 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 - -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 74.9 -58.4 -37.3 -74.6 57.9 -38.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 54.6 -51.7 35.5 -33.7 -71.0 -53.0 70.0 -75.0 39.2 70.0 70.0 70.0 70.0 40.1 70.0 70.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -73.2 -53.8 61.4 -58.8 37.5 -35.7 70.0 -71.4 58.4 -55.7 37.3 -35.5 70.0 -71.0 38.9 -35.0 70.0 -70.1 36.2 -34.3 54.7 -51.9 36.1 -34.3 70.0 -68.5 70.0 -67.4 53.0 -50.0 70.0 70.0 36.9 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 55.2 35.0 70.0 53.8 34 3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 "co' & "or WINDOW WIDTHS EQUAL THE SUM OF THE VENT VV1DTH AND THE FIXED WIDTH. • • • • TABLE 12. (BASED ON 1/4* TAPCONS OR #14 SCREWS) "XO" or•OX" & "XOX" UNEQUAL•LITE WINDOWS` • • TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT.WIDTHAND 60.04:10:MAX. FIXED.IMDTH AND ALL "XO" or"OX" SIZES UP TO 97.000* WIDE x 63.000" HIGH WITH 37.000" MAnVeNt IDTH ASD eoloo• mAk. tIAD WIDTH NOTE: IF USING 3/16* TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 70' OR ror AND •XtDr WINCTOWS let:AUTO TO 4173 mond* Owe F.IC .1117/03 Arad Ps Dig F.K. 325410 mom! gig DM Fit Main brawn, pos F 12/17M PrAelow CY•eih•leo Dent REUSE TABLE 11. GLASS TYPES A A C ADC MASS TYPE E TO TABLE 11 NO CHANGE THIS MEET NORMS. R.sars 90.0 70.0 _•444114,UaCA,AffINT WINDOVV, IMPACT 0 UNEQUAL UTES 0 UNEQUAL UTES 0 UNEQUAL L TES PRODU CT RR VPSED 1111110111:0:11 with rat Plod& Snider, Cub Acceptance Re 'rake nue fir tiros A Tuner, P.E ?E 158261 0 0 74 3 n....d aF •• FX 3rf7103 Pamod b FX J/2503 FX MOW awn at 0•Ic FX. 12/17�Q2 MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT tudzowg A noise e C O•!"/ sr NO O G THIS SHEET ADD 13118' I.G. Gt.AZRJO BEAD RBI SNOW 70P HINGE paw I MAX. VENT DAYUGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 67 lctrtKtNUt "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 Imo TECHNOLOGY DRIVE 1+oICOUS, R 34275 PA BOX lslo NOKOMIR R 30/4 MAX. FIXED LITE DAYUGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT - I-- DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) MAX VENT 0 DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION -X •• ••• • • • • • •• • • • • • • • • •• • .•. •• • • • •• • • • •.• • -• • • • • ▪ • • • • • • • • • • • • - • • • •• • • • • • • • • • • • • • • • • • • • •• • • ••• • • ••• • Vsib j 8ltle • HORIZONTAL SECTION - XX • • SEGTION& • • %MIUk1 Cg IjffNTWINDOW, IMPACT 9•11~•• •.are.. •"•• a.•err C.4.740 NT.S A • 12 I 71144-A REFERENCE "XO" & 'XOX° FRAME ASSEMBLY DETAIL, SHEET 10 f REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED .r cemptlbj wiry file Flory Balding Code Aar$EOOre P. / • I ., . • /t / , • Pr oduct Cain! Lucas A. Tune/ Pl. PE 1562*1 1 -3 4_ (;' oz___ 1:1 OA 74o 13 i r FRAME ASSEMBLY TUBE, MATL: 6063 -T6 'X' FRAME JAMB ')O(' FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 'X' FRAME JAMB #8x1 QUAD PH SMS (2) PER CORNER o„� I 13" MAX. O.C. W/ (2) SCREWS 3' APART AT MID -SPAN 'X' FRAME JAMB #12x1 PH TEK SMS 13' MAX O.C. W/ (2) SCREWS 3' APART AT MID-SPAN '0' FRAME JAMB 'XO' &'XOX' FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL Awed* c• 0•..a F.K S/17AWJ A REVISED FRAME ASSY DETAIL S REWSPACPIG Ard er. Dow Apia= F.K .313103 B NO CHANGE THTS SHEET ft.:ne d,.: A•Ybr F.K 771603 C NO CHANCE T7413 SKEET 0,01,4$ Darr fh0d0der FX. 12'17.W SASH FRAME ASSEMBLY DETAIL r FRAME JAMB TWO TEDMOLOOY DRIVE FL p.a eax im NCIWICS, R MT• NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL • • • • • • • • • • • • • • • • • • • • •• .•• • •• 80 FIXED FRAME HEAD, SILL, JAMB . ' MATL:S3ITS • • • • • • ' • • • • bw+G# 7a0A •• • ••• • ••• • Val* BetZr •• ••. • • ,.,• • • • • • 43 4w 2.854' .062' NOM. -- 1.159' I--- ---- 2.139' -- SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T8 DWG# 7003A E TTFL !OI /S $ASSMBL Y DETAILS 3.544' .062' NOM. ALUMS/UM CAZENSNTWINDOW, IMPACT 0•eArr " 1111 •�r ra7m 1 NT.0 I in • 1f I 7711ta FRAME HEAD, SILL, JAMB MAIL 6063 -T6 DWG# 7002A I PRODUCT REVISED cworisi tl h air Merida Aecxyueee Re 'ratlo0 Me ^7 /,o /v . 3 Luce: A Tuner. PE PE 158201 D-3 '0 SID OQ (D -- - — .. - ••wa.n,r 1 wn 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 08 X .750 QUAD FN SMS 80 7005A FDOD WINDOW FRAME - HEAD, SILL & IAMBS 81 1155 78IPQA 08 X 1 QUAD PN SITS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (11/16" I.G.) 86 :3/16" LG. GLASS (IB "HS,3/8 "AIR SPACE,5 /16 "LAMI) 5/16' IAMI(2IIT'E5 OF I/8"HS GLASS WR11 AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 703D 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1633 331 7004A 7011 7012 7019 7018 PGT. # 61635X 60976 7Ex12PSTW/B 67004 712XIPPT DESCRIPTION 710x12FP 010 X .500 PH. PHL MAIN FRAME - HEAD, SILL & IAMBS 781PQA #8 X I QUAD PH SMS FRAME CORNER KEY 12"XII2"XLI" CLOSED-CELL FOAM TAPE SASH -TOP, BOTTOM & SIDE RAILS 781 PQA 48 X 1 QUAD PH SMS 67017K BULB WEATHERSTRIP .187X.240 SASH CORNER. KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. FN. TYPE F MULTI-LOCK KEEPER (LH. & LH.) 78X78PPSMS 08 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) 7858ZA 08 X 5/8' FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" }TINGE (HEAVY DUTY) 5/16" LAMINATED (UM & 1/8H5 GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8HS & 1/8HS GLASS) .090 INNER LAYER - SOLU'11A OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/1 MS GLASS) .090 INNER LAYER - SOUTTIA OR DUPONT PVB 7116" LAMINATED (3/16BS & 3/1611S GLASS) .090 INNER LAYER - SOL[T71A OR DUPONT PVB GLAZING DEAD (5/16') GLAZING BEAD (7/16') 611'247 VINYL BULB WSTP (THICK) S}L1CONE - DOW CORNING 899 OR 995 ARABOND 61631C SETTING MACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE- SERRATED CASEMENT SCREEN CLIP X .300 SQ. PN. TEK SMS FRAME ASS'Y. TUBE 12 X 1' PH. PHIL TEK. • • SUPPORT PLATE LOCK SPACER 711573 SNAP -ON T- HANDLE KNOB 7FTDHD FOLDING HANDLE .050" .523' .050' .040" • 423 . .865' 40 5116' GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 • • C50 CASEMENT SCREEN FRAME . MATL: 6 : : : : DWG1t70( ' .870' • • • • • • • • • • • • • • • • • • • • •• • •.• • • ••• • F•-- .172" .050' 1-- 69 O 13/16' GLAZING BEAD MAIL 6063 -T6 DWG# 7047 .125' .062" 1.000' .093" e• ••• • • • • • • • • • • • ■ • • _• •� --1 1.124'r -- J CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A .040" I NSTALLATION HOLE COVER MATL 6063 -T6 DWG# 7007 2.701" � 993" �f--.289' PRODUCT REVISED as complyia= witm the Fluids Belding Cade Aseptsec: N• - mine Dale ! �.PL.✓L G Mw.. ar F.K. r+•.m sr F.K name* F.K P.m en FX. an7M B 7 Des AQ2 c car er NO CHG TEAS SHEET ADD lane' 10. GLASS 1 MACHO BEAD NO CHANGE TIIHS SHEET Da. 1070 7EiC?N7LOOTD/8VE WHOM F1.34275 PD. BOX 1570 Naomi, 1134174 PARTS LIST & EXTRUSIONS ti • ••• • • ;4L IWOM (ASEFtENT IMPACT ft. ...,ft • wr •. • Cw ro • • 7045 -8 C NTS 11P - H • 12 • • • • • • Won k Tuner, P.E PE 158201 11/2' OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12OR #14 SCREWS 11/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK LIzoo 11 /AN 1 IIL 1l1 (SEE NOTE 3) 1 /4' MAX. SHIM 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) _ 0 .1 1 1 /4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK rrrrrtvVtU wUQD BUCK 11/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM ---1 -- #12 OR #14 SCREWS I 11/2" — MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 11/2' OR MORE THICK LESS THAN 11/2' THICK (SEE NOTE 3) 114" MAX SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. • .. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 11/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 11/2' THICK TQ • •. ENGINEERED BY OTHERS. • • • • .• • • • • • •• • Flvmd FX F.K y FX Dorf FJC 3/17.03 3853 7/1a03 Da hr 12l17AT2 A Mieba C Cluciori Or j11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ADDEO ,11 SCREW MOON NO CHANGE THIS SHEET NO CHANGE THJS SET ne. 1/4" MAX. SHIM 3/16" OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1070 TECHNOLOOYDRNE NCK01114, FL 3 775 P.D. BOX 15 NOKOMLS. FL .14274 ••T • Visibly &rar • • ••• • J 11 / 4 " .� MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE • • .•• • • • • . • • • • • • • • ••• •• • • • •• • ••• • • • • • • - • • • • • • • • • • • • ••• • ••• NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. • • • • • • • • • • ANCHORAGE DETAILS r •••••• • 4LCUNLIS4 CASEAdENT WINDOW, IMPACT acrd " w .,•.,, � " ,� a.wew • 14.1 • • •..N . i s 12 7045 -8 PRODUCTRFVISED as eaapiyb; with the needs saldine Cad Acceptance Na S ' Dalt i... .4 Pr dattC 7 ,: G `740/7 3 Lutes A. Turner, P.E PE VS8201 Medgnlad t, c r c c 1- 1- U c 3 1-3 1— MIAM FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 WYt�, MIAMI•DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FNORI33130 -15td • (305) 375-2901 FAR (305)375 -29CS • • •••• •• • • • • • • • • • •. •.. • • • • • • • NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 ••• • • • . • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction'mkterials • • • • The documentation submitted has been reviewed by Miami -Dade County Product Control Division and ecceptecr • • • • • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas whene•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 "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear 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 salts, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02 -0305.02 and, consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 63" MAX HEIGHT 58 1/4" MAX FIXED LITE DAYUGHT OPENING 6" MAX. • • ••• • • • • • • • • • • • •• •• • • • • • , • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • ••• • •• • ... • • • • • • • • • • • • • ... .. • • • • • • • • • • NIT S: LARGE ITAF'ACT WIN O W" 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSIS ItyG OF kti .09j1 INNER LAYER OF DUPONT BUTAQI7E QR $AFI.E�(4Kizpv,F EIAXIMiJM BETWEEN (2) LITES OF 1/8" ANNEAL GLg56• • • • • • • • • B. 5/16" (.350) LIMII:ATCP 4ONtisLNG OF, AN .090•PVB INNER LAYER OF Q G DUPONT BUT4T QR SAFLESI /KEEP9MFE•IR/e(IMUId BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16' LAMINATED COMPONENT CONSISTS OF AN .090 P/B LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/16' LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 P/B LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYUG-IT — DAYLIGHT OPENING OPENING 0 8" MAX j x 6" 4' MAX 8 MAX 4" MAX 14 15 16 17 18 19 20 57" MAX VENT DAYLIGHT OPENING MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION DESCRIPTION V.T. • FLANGE FRAME JAMB (Alum. 6063 -T5 612225 2 FIXED MEETING RAIL (Alum. 6063HS -T54 4054A 1 SASH MEETING PAIL (Alum. E063HS -T54 4006C 1 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 GLAZING BEAD Alum. 6063 -13) 6534571 8 WINOLOAD ADAPTER 5 7 8' RIGID PVC) 1207 1 (0 midspan of frame sill) FLANGE FRAME HEAD Alum. 6063 -T5) 612237 1 FLANGE FRAME SILL Alum. 6063 -75) 612238 1 FRAME SILL ADAPTER Alum. 6063 -T5' 812239 1 SASH TOP /BOT..'AIL Alum. 6063 -T5 612240 2 SCREEN RETAIN:R (Alum. 6063 -T5]) 6532377 1 5 LIMED LAMINATED USING (2) UTES OF f8" ANNEALED GLASS 5 16 .350 LAMINATED USING ((2)) LITES 1/8 HEAT STRENGTHENED GLASS ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 1 0 midspon of vent) 10 x 1.000 Fh. Fl. SUS 710X1 4 Windload Adopter screws) 6 x 1.000 PK PAN SMS 76X1PPA 2 for onti -lift channel WEATHERSTRIP, 1)-,IN WALL BULB VINYL 6TP247 8 1 per Glazing Bead X18 x .500 PHIL. Fl SMS 7856A 2 Sweep Latch screws 4 when using 2 Sweep Latches) SWEEP LATCH �$ x 1.000 PHL. P.H. SMS 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOU i 24 BRASS WHEELS 25 WSTP .270 x .170 BACK, FIN SEAL Rohm I. lark. P .F.. PE 19712 ra„mar 781PQA 71096 70250 70251 7BRWHL2 61062W 22 1 2 3 3 2 4 2 CITY/LOCATION ^ 26 SILICON 62899 1U\, 27 WEATHERSTRIP, BULB VINYL 6TP249 1 j0 vent iamb rail) 29 13/16" I.G., 1i HEAT STTENGTHENED GLASS, 3 8 SPACE, 5/16" LAMI (1/8" A, 30 GLAZING BEAD 1.5/16" I.G.) 6063 -T5 4067 8 31 WSTP, .187 x .2..0 BACK, FIN SEAL 1060 1 0 MEETING RAIL 32 13/16" I.G., 118' HEAT STRENGTHENED GLASS, 3/8" SPACE, 5/16" LAMI (1/8" HS 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED HEAD d. SUI: MAX. 6" FROM ;;ORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE MAX. 15" SPACING. JAMBS MAX. '." FROM :ORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REO'D. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 T IN ES 1070 TECHNOLOGY ORAE NOKOMI5. Fl. 34275 P.O. BOK 1529 NOKOMIS, FL 34274 (Frame /Vent ossy. screws) MERCHANTS FASTENER 11.5" from ends -vent mtg. rail) MINIATURE OIE CASTING PGT.214.XX if height is >= 42 1 Omidspon /2 1/4 from ends) MASTER TOOL 7 -M10 -250 1 Omidspan /2 1/4" from ends) MASTER TOOL 7 -M10 -251 0 eo. end of vent top rail) MASTER TOOL 70312 2 per Roller Housing VINYL -TECH P.G.T. Ovent top /bot roils & mtg. rail) SCHLEGEL OR EQUIV. F37826 -187 899 OR 995 TP -249 AS FOLLOWS &� SHT 5. T • No NIr 12 29 0 7 23/03 F-AX /995 V ITEM 26 RaMtlanR E - 2,3,6 ADD 129 -132 F.K. '" 6/02 ALUMAX FASTEC D- RENSED NOTE 1 VENDOR VENDOR ALUMAX AF -12225 INDALEX 64054A INDALEX 64006C ALUMAX AF -12230 ALUMAX AF- 534571 6WCUP ALUMAX AF -1 2237 ALUMAX AF -12238 ALUMAX AF -12239 ALUMAX AF -12240 ALUMAX AF- 532377 MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER DOW CORNING TEAM PLASTICS 090. 1/8" HS) INDALEX SCHLEGEL OR EQUIV. D90, 1/8" HS) AF -12244 TP -247 64067 61060G DA.. es 0.8. M6/98 awripow OX ELEVATION & 3.0.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW HS -710 Scab: NTS sn..e 1 0 6 D..Dq Na. 4112 • •.• • • • • • .. .. • • • .. 00 • • • • • • 0041 .. • • • • • • • • •.. • • • • • • • • • . ... . ... • • • • • • • • • • • • ▪ • • • • • • •. • • • • • COMPARATIVE Ati4LYS!S•MBL"E . • : GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. - 1/8 "HEAT STRENgTHEnD, 3/8" SPACE, 5/16 LAMI (118 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) WINDOW WIDTHS 26.500 44.000 WINDOW HEIGHTS 26100: 66.7. 66.7 66.7 53.125 60.000 63.000 66.000 70.000 66.7 66.7 66.7 66.7 66.7 / -75.0. -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 • 68(145 66.7 66.7 66.7 66.7 66.7 66.7 65.5 60.8 -750 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 -60.8 /4.000 '8737 66.7 66.7 66.7 62.0 58.9 56.6 53.7 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -56.6 -53.7 66.7 .7 -75.0 61.6 54.8 51.7 49.0 46.3 -75.0 -61.6 -54.8 -51.7 -49.0 -46.3 66.7 -75.0 58.2 -58.2 51.3 -51.3 VAIMIginIE NOTES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 8. 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. 59.000 66.7 66.7 66.7 56.0 46.0 39.1 -75.0 -75.0 -75.0 -56.0 -46.0 -43.0 -41.2 -39.1 60.000 61.000 66.7 66.7 66.7 55.0 45.1 -42.2 -40.4 41.3 39. -41.3 -39.5 42.2 40.4 38.3 37.4 -37.4 36.8 -36.8 36.1 l k fr q RaLaw• P.E. PE (39712 9SUCWr* 66.7 -75.0 -75.0 66.7 -75.0 -75.0 -75.0 66.7 -75.0 - 55.0 54.2 -54.2 -45.1 1 44.3 ( -44.3 -38.3 37.4 -37.4 T IND TRIES 1070 TECHNOLOGY OP1•E NOKOMIS, f . 34275 P.O. BO% 1529 NOKOMIS. PL 3427' 62.000 66.7 66.7 66.7 53.4 43.7 40.5 38.7 36.8 h F.K. R...a y F.K. RI gy cc.«r - 9r. D.B. S.r+ee/1bAL' HS- 7I0 FTL -1969 & FTL -3740 -75.0 - 75.0 -53.4 -74.0 -43.7 - 40.5 -38.7 43.2 40.0 37.9 43.0 41.2 -36.8 7 .2J /03 4 4/03 ' q 6/02 2/16/98 Scale: NTS 63.000 66.7 66.7 66.7 52.7 36.1 -75.0 -75.0 -74.0 -52.7 -43.2 -40.0 -37.9 -36.1 -36.1 35.5 -35.5 _ 34.8 -34.8 FTL -1969 & FTL -3740 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8"HEAT STRENGTHENED) WINDOW WIDTHS 26.000 26.500 66.7 37.000 66.7 -75.0 -75.0 44.000 53.125 60.000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 _ 38.375 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 44.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 59.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.8 60.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 61.000 62.000 63.000 66.7 -75.0 t 66.7 -75.0 1 66.7 66.7 -75.0 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.9 -72.2 66.7 68.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 66.7 -75.0 1 66.7 -75.0 1 66.7 -75.0 1 66.7 -75.0 1 66.7 -73.5 1 66.7 -70.9 1 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -72.3 -69.6 P.m/ B! 0414: Revisions: F.K. 1209/03 F- UPDATE TABLES AwWww F cr TAME J tie E-400 1J/I6' I.G./N0115 D R&NSED TABLES GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW SM.L 2 w 6 Ora.Mp No. 4112 . • • • .... • ...... • • • • • ... • • . • • • • • • • • • • ••• • .. . ... . . . • • • • • • • . . • .:... .D90 SAFLEX KEEP /SAFE MAXIMUM Q OR DUPONT PVB INTER LAYER G 1/8" ANNEALED OR HEAT _ STRENGTHENED CLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED � GLASS OUTSIDE REFERENCE TEST REPORTS: EFL-1969 & FTL -3 1/2" GLASS BITE TYP. GLAZING DETAILS: 13/16" (825) I.G OUTSIDE 1/8" ANNEALED GLASS © - 2 .090 INNER LAYER ( DUPONT W /BUTACITE OR SAFLZX /KEEPSAFE MAXIMUM) — 1/8" ANNEALED GLASS P.O. BOX 1529 NOKOMIS. FL 34274 OUTSIDE INDUSTRIES O. B. 2/16/98 o..+baon 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED — GLASS 1 IMMO GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS " g,w 1664.1.+ Ilawsam 12 29 0 7 3/03 ,1 b�: SECTIONS & GLAZING DETAILS rctilc• La 1070 TECHNOLOGY 3 42775 "E ALUMINUM HORIZONTAL SLIDING WINDOW 540.4/Mod.l: 544. f Sheet Orv.rny N.. R«: HS -710 NTS 3 or 6 4112 G • •• • • • • • • • • • • • • • .. • • . • • • • • • • • • • • • ... • •• • ... •. EXTERIOR • • • • • MAX. HEIGHT ROUGH • • •• • • • •• o= AG • ROUGH • OPENING ▪ • • s2.t10. • • • • • •• •• MAX. FIXED LITE OAYUGHT OPENING ROUGH OPENING • - .•• • YERTICAL SECTION .500 • • 2.094 500 MA%. VENT DAYLIGHT OPENING 2.784 MAX. DA MAX. WIDTI- HORIZONTAL SECTION 2.643 --- Roved Br Date: R..ilor•: F.K. 12/29/03 G 17k 11E8 28 aASS 1W R.wd si: Oob: R..•b.s F.K. 7 23/03 F-NO OiC EHS Siff Roved o R.ddwr.: F. 441/0.3 E -ADD 129 -132 Rood F.K 9 6/02 0-ADO GLASS TYPE Q..+alio EXTERIOR MAX. DAYLIGHT OPENING &won .i' Oa .: D.H. 2/ 16/98 .705 2.784 .500 SECTIONS & GLAZING DETAILS ROUGH OPENING IMODUCT L a. r� 11•nr »n.: IB S 0 °° 770 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX 1529 Ser.r/uor t: Sold.: 54..t: 6e.Lq No. Rw: NOKOUIS. Fl. 34274 HS -710 NTS 4 •r 6 41 12 G APPROVED WOOD BUCK (SEE NOTE 4.) • • ••• • • • • • • • • • • • •• •• • • • • • • • • • .•• • • • • • • • • • • • ••• • • • • . . • • . 4. • A 3/16" TAPCON (SEE NOTE 1) • '=3/16" TAPCON (SEE NOTE 1) • • • ••• • .• IMAM • • • • o.• TYPICAL HEAD SECTION SUBSTRATE ANCHORING • • • • 1/4- MAX. j SHIM • • • ..• • .. • • • • • • . . • • • • • • • • • • •• ••.` •• • ••• 1.1/4" MIN. • • • • i TYPICAL HEAD SECTION WOOD ANCHORING A #12 W000 SCREW APPROVED 2x W000 BUCK (SEE NOTE 3.) 1 1/4" MIN. 1 /4" MAX. SHIM /12 WOOD SCREW 1/4" MAX. NOTES: 1. USE ONLY MIAMI -DAOE COUNTY APPROVED ELCO TAPCONS.Z1\ 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1 /4" MAX. SHIM A3/:6" TAPCON (SEE NOTE 1) r APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING 1 1 j4" MIN. TYPICAL SILL SECTION SUBSTRATE ANCHCRING 1 1/4" MIN. 1/4' MAX. SHIM APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING Robert L CWx, P.E. PE 39712 Slrul rr 1070 TECHNOLOGY 0111W NOKOMIS, FL 34275 P.O. 13X 1529 NOKOMIS, FL 34274 R..rd 9y: F.K. Rend 9y F.K. "1/7 t" Doh: 12/29/0) DIAN 7/23/03 4/03 9 6/02 6-OC 4/16' Wall /11 AR F-REMOW 3/16 !AXONS Rwatbnr E -NO CHC 11115 SHT O -ADO NOTES 3 et 4 Drown 9r: D. 8. 2 ANCHORAGE 11. ALUMINUM HORIZONTAL SLIDING WINDOW SMw/•oe.l: H5 -710 Scots NTS Shoot 5 a 6 Drawing No. 4112 • • • • • • • • • • • • • • • ••• • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • A. • • • • • • • • • • • • • • • ••062••• • •• • • • • • ••• •• 2.784 1.187 1_ --� k• .737 0 FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 -j a .. .050 -- O 5/16" GLAZING BEAD 6063 -T5 ALUM. � 1 .678 90 FRAME SILL ADAPTER 6063 -T5 ALUM. .062 II 1 II .723 .688 1.349 REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 © WIND LOAD ADAPTER 6063 -T5 ALUM. .062 1.183 - I .062 I a--41 -1.403 O FIXED MEETING RAIL 6063HS -T54 ALUM. 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1.373 .062 tRRRb•r L. P.M P.E. 1E 939712 SWmM 1.081 --a{ .683 Edi .oso 1.187 0 SASH MEETING RAIL 6063HS -T54 ALUM. .062 O FLANGE FRAME HEAD 6063 -T5 ALUM. 1.097 QO 13/16" GLAZING BEAD 6063 -T5 ALUM. 1.273 u II 9 .710 -.-1 1 IND STRIES 1070 TECHNOLOGY ORNE NOKOMIS, 11. 34275 P.O. BOX 1529 NOKOMIS, R 34274 &wed Fly F.K. Rmwd By F.K. F.K. .r F.K. MN: SMn/MOd�L• HS- 710 L 1.122 12/29/0 Z23/ a7123/03 03 141/0.3 9/6/02 % 2/01 NTS .062 TM-. 2.710 �I ()FLANGE FRAME SILL 6063 -T5 ALUM. RM.kmu F -ND CHG flS SIT F-NO oc )MS SM R..•knc IXI 1J/16' 8EAI7 0 -NO CHC 1HIS SHT EXTRUSION PROFILES SML 6 ur 6 1.349 1 .291 1 - 1.970 I- 0 SASH SIDE RAIL 6063 -T5 ALUM. .062 2.094 ALUMINUM HORIZONTAL SLIDING WINDOW OroNnp No. 41 1 2 G MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of CBd {t1 ction • materials. The documentation submitted has been reviewed by Miami -Dade County Produ� t Cgntrol DiyjFjpn and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County cCother areas • where allowed by the Authority Having Jurisdiction (AHJ). •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH - 700 Aluminum Single Hung Window - L.M.I, APPROVAL DOCUMENT: Drawing No. 4040 - 20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ••.• •• • • • • • • •••• • •• ••. • •• •• • • •• •• NOA No 05- 1018.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33.199'1503 (305) 375 -290 F, (305) 3952908 • www.builainAcodeonlinenin • • • • • • •� • • GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAM! CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AN!) 516' LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LfTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS W1TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/16" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: -or (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) 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. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL-4645, FTL4646, FTL- 4647, FTL- 4648, FTL-4649, FTI - FTL-4651 AND FTL-4723. 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 1070 TECHNOLOGY DRIVE NOKOMIS. ! 1 34275 P.O. SO 1529 NOKOMIS. FL 34274 Visibly Better GENERAL NOTES ALUM. SINGLE HUNG SH700 NTS 1 r •• • • • • • 0 • • ••• • • • • •••• • • • • •••. • • • • • • • • •• • • • • • •• •• • • • ••• • • • • • • • • • ••• • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Approved a+ evml;y6y x inn Ibs Florida Del* D COI t , 2- A 110AN05- 1.017 n1 P.41201 Das Pnw'xt • 1 • • • s •• WINDOW, IMPACT /• • • -t,- • • 11 : 404a -2b • • . • • • • ••• • • • ••• • • , / • • /• 7 Robert L. Clark. P.E. PE 039712 Structural 41 0 €6,81 or 82 1/2" NOM. GLASS BITE IT 116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16• NOM. 5/16" LAMINATED GLASS �f 1/2' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED AIR SPACE 1/8 HEAT STRENGTHENED GLASS 13/16' NOM. 13/16" LAMI 1G GLASS W/ 5/16" LAMI 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS FI. 34274 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT P8/8 IN ERLAYBR • • • — 3/16' ANNEALED OR HEAT 6TRENG1I1ENcQ GCA s . . 7/16" LAMINATED • • • • • • • ••• AIR SPACE • 1/8' HEAT STRENGTHENELASS • • • • • • d'C 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI • • • • • • • • • • •• • • • • • • .•• • Visibly Berner 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .__.. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16" LAMINATED GLASS • • • GLAZING DETAILS • • 1/2' NOM. GLASS BITE 1r2' NOM. GLASS BITE a EXTERIOR INTERIOR (ALL SECTIONS) • ••• • • • • Approved as ru :'1 * ^i.ntrt r id: ihr i1onda Buidiag Codc Dart HOAO QS tn1 .01 Missal Dade Preds :t O0Ot1 •• • • • .• ALUM. SINGLE HUNG WINDOW, IMPACT a.w: So. w+ • • bow. • f • . - • SH700 Full 2 a 11 • • 4010 -=4 • A • • IF • • r • 11. • • •• •• • • • •• •• ••• • • • ••• • • Robert L. Clark, P.E PE 039712 Structural GLASS TYPES: TEST REPORTS TABLE A. 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) FTL- 4647, 4648, 4723 „` A. 8. 5116" LAMI - (118" ANNEALED,.090,118" HEAT STRENGTHENED) FTL-4647, 4648 44" C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) FTL- 4647, 4648 72" D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) FTL-4645 WI DTH E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) FTL-4645 18 5/8" F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL -4645 FTL -4646, 4651, 4723 FTL-4646, 4651 29 13/16" G. 13/16' LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) H. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) I . 13/16" LAMI IG - 1/8' HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENEDL _ ,fTE -4'4 :4151: • • • J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16' LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) jL -4649 :4F • • • • K. 13/16" LAMI 1G -1/8" HEAT STRENGTHENED, AIR SPACE 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) FTw4649 :4859` • . TIL -48'49, 4650 • : L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) STANDARD - VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 2 WINDOW HEIGHT OVER SASH HEIGHT 29 314" 38 3/8" 44" 50 518" 63" 72" 74" 76" WI DTH 1215/16" 16 3/8" 18 5/8" 21 5/16" 26 1/4" 29 13/16" 30 5/8" 31 7116" 26" A,B,G,H +70.0 -70.0 , +70.0 -70.0 +70.0 -70.0 +70.0 _ -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 32" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +67.6 . -67.6 +58.1 -58.1 +56.6 -56.6 +55.2 -55.2 37" 1 A,B,G,H +70.0 -70.0 , +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +58.0 -58.0 +51.3 -51.3 +50.0 -50.0 +48.6 -48.6 40" A,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +67.6 -67.6 +54.2 -54.2 +57.7 -57.7 +56.1 -56.1 +54.7 -54.7 44" A B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 - 70.0 +60.2 -60.2 +49.6 -49.6 +53.7 -53.7 +52.9 -52.9 +51.7 -51.7 48" A,B,G,H +70.0 -70.0 +70.0 - 70.0 +66.3 -66.3 +56.3 -56.3 +45.1 -45.1 +49.5 -49.5 +48.6 -48.6 +47.8 -47.8 53 1/8" A,B,G,H +70.0 -70.0 . +70.0 - 70.0 +61.4 -61.4 _ +51.6 -51.6 +40.8 -40.8 +44.6 -44.6 +43.8 -43.8 +42.9 -42.9 UP TO 531/8" C,D,E,F,I,J,K,L ALL HEIGHTS TO 76" HIGH +70.0 -70.0 CUSTOM VIEW AND RADIUS GLASS TYPE TOP WINDOWS WITH HIGH SILL OPTION TABLE 3. WINDOW HEIGHT WIDTH 50 5/8" 60" 63" 76" 40" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 44" D,E,J,K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.4 -69.4 48" D,E,J,K +70.0 -70.0 +70.0 - 70.0 +69.6 -69.6 +63.2 -63.2 531/8" D,E,J,K +70.0 - 70.0 +67.2 - 67.2 +62.9 -62.9 +57.2 -57.2 UP TO 53 1/8" F,L _ ALL HEIGHTS TO 76" HIGH _ .. +70.0 -70.0 1/1 WINDOWS WITH HigeL GLASS TYPE OPTION r TABLE 1. WINDOW HEIGHT WIDTH 44" 50 5/8" T 59 112" 63" 76" 26" A,B,G,H 0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 32" A,B,G,H +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +66.1 -66.1 37" A,B,G,H +80.0 -80.0 +60.0 -80.0 +74.4 -74.4 +69.6 -69.6 +57.2 -57.2 40" A,B,G,H +80.0 -80.0 +80.0 -80.0 +68.0 -68.0 ' +63.3 -63.3 ' +64.0 -64.0 44" A,B,G,H +80.0 -80.0 +75.8 - 75.8 +60.5 -60.5 +57.4 -57.4 +58.6 -58.6 48" A,B,G,H +80.0 - 80.0 +68.6 -68.6 +56.5 -56.5 +53.0 -53.0 +53.5 -53.5 531/8" A,B,G,H +80.0 - 80.0 _ +63.4 -63.4 +52.0 -52.0 +47.9 -47.9 +48.3 -48.3 UP TO 531/8 "_ C,D,E,F,I,J,K,L ALL HEIGHTS TO 76" HIGH +80.0 -80.0 NOTE: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NE^w4T1VE DESIGN* • PRESSURES ARE UNEFFECTED. • • • • • • • • • • • • •• • • • • • • Rope 0-r Dow Dr: finfskom Anna By Dr: . F.K. 1/24/08 A 0.rw9r Lr: 2r aa0 tAh F 5/1/05 J.J. 10/10/05 ADD FTL -4723 TO GLASS TYPES A AND G. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BO). 1529 NOKOMIS. FL 34274 MEETING RA1L Visibly Better "O" MEETING RAIL • DESIGN PRESSURES• • • • • • • ••• • • • tr ALUM. SINGLE HUNG WINDOW, IMPACT SM700 NTS iA.r • • 3 e 11 : MEETING RAIL "X" • . • • • SASH Approved as tosp?yisg with the Florida B uidieg Date D NOM Miami Gads Prod _ trcI •• • •• • • �� • • • • G • � l/ I 2) / b • Robert L. Clark, P.E. PE J39712 • • Structural • • . Irk • 4030-NI: I T A ••• • • • ••• • • VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8' D 52 5/8" 52 11/16" E 521/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 163/8" 15 3/4" E - 1@3/6 :53/4 ", TABLE 5. • _ _• • SEE DLO TABLE kola By Ftwvd F.K. Ora., ar F.K. SEE 010 TABLE SEE DLO TABLE (MAX.) SEE DLO TABLE Oar 1/24/06 ar: 9 rte: A ta.etas ar J.J. 53 1/8" MAX. WIDTH (ALL) 49 5/8" MAX. FIXED DLO (ALL) 48 1/4' MAX. VENT DLO (ALL) DETAIL A DETAIL D VIEW (CUSTOM SASH) NO CHANGE THIS SHEET am: 1 0/10/05 D +j 38 7 /16" MAX SASH HEIGHT 20 ' SASH HEIGHT 76" MAX. HEIGHT 76" MAX HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE DETAIL E RADIUS TOP (CUSTOM SASH) 7070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80A 1529 NOKOMIS, FL 34274 Visibly Better 76' MAX. HEIGHT SEE SEE DLO NOTE4 TABLE E o) 20" SASH HEIGHT 76" MAX HEIGHT ELEVATIONS SEE DLO TABLE c —� DETAIL C RADIUS TOP (STANDARD SASH) • • • • • • • •• • • • • • • • •• ••• •• • • •• • • • • • • • • • • •• • • • •• • • ••• • • • • • • • ••• • ALUM. SINGLE HUNG WINDOW, IMPACT -• • sr w•t 'err. s� - -`6+ " .. SH700 NTS 1 4 d 11 • • 4040-20, • • A • SEE NO E4 Approved as eomp!yiag with the Florida Bi dieg C ndt _ Date iiOAP x5_1(11 Miami Dada ?redact • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 76" MAX. HEIGHT z • Robert L. Clack. P.E. • PE :739712 • StrlCAUet • • 7, 8 OR 17 MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING throe ar - 5,4 ., a..: Revd F.K 1/24/76 ara.. ar p.s F.K 9/t,V5 a A ctrd•4 By JJ. 2.784' SECTION B -B (Low SILL SHOWN) NO CHANGE THIS SHEET Dab: 10/1Cb05 INSIDE ® 2.330' (LOW SILL) (SEE NOTE) ULTRALIFT ONLY orlent :Cf II rik 9 & 10) BALANCE PARTS USED ON SASHS <40 LBS INSIDE NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6" FROM EACH SIDE OF VENT. ALTERNATE HIGH SILL 1070 TECHNOLOGY OH NE NOKOMIS. FL 34275 P.O. BOx 1529 NOKOM1S. R. 34274 Visibly Better (SEE NOTE) P ; MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A SECTIONS OUTSIDE )-•--- 2.710' ----+� OUTSIDE o I mill 0 C V •• 41 41 • • • • Sgciit c -C : : • • • RAt1RT Tel' • • • (HEAD DETAIL) • • • ••• • • • • • • • • • • • • • • • • • • •• • • •• •• • ••• • BALANCE PARTS USED ON SASHS >40 LBS 14 8 1) • • •• ••• Approved as complying with the Florida Balding C Nate no 101 ,ol Miami Dade Predict Kai 8. -9 •• • • • • 2.710' ALUM. SINGLE HUNG WINDOW, IMPACT ten L. Clark. P.E. • PE a"r. Skim ,a • • • • �. ft39T'.2 sH1VO -i Hall 5 d 11 ; •„, 440-% • • i A . • • Structural • •• •• • • • •• •. 4141• • • • 0 •• • • DWG.# 4002A ITEM 1 2 3 5 6 7 8 4029 1080 9 10 11 12 13 14 15 16 17 18 19 4029 -1 20 4054A 4006C 21 23 25 26 27 1096 1016 28 30 31 35 36 37 38 41 42 44 45 46 52 53 54 55 56 57 58 59 60 61 1155 4003C 1626 4004 4025 4025 1085 4029 -1 1080 -1 4053 1086 1235 4007 1226 4008 1268 1622 1052 1224 1225 4039B 40448 4222A 985C 4067 1014 4009 1088 2740 1630 1631 1073 1624. 1635 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP (ALUMA -TILT) SASH STOP (EGRESS) 1.125 LONG CALDWELL ALUMA -TILT BALANCE, 5/8" BAL. COVER, RIGID VINYL, 5/8" #8 X .750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE, 5/8" BAL. . CALDWELL ULTRA -LIFT BALANCE, .670" #8 X 1 PHILLIPS FLAT HEAD S. STL .670 ULTRA -LIFT BALANCE COVER SASH STOP COVER (ULTRA -LIFT) SASH BRACKET #8 -32 X 1/2" LG. PH. FH. TYPE F S. STL SASH TOP GUIDE, 11/16" BAL. FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAMI SETTING BLOCK 3/32" X 25/64" X 1" LAMI IG SETTING BLOCK 1" X 3/4" X 1/16" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM. GLASS. GLAZING BEAD, 5/16 LAMI W /GRILL KIT GLAZING BEAD, 7/16" LAMI GLAZING BEAD, 7/16" LAMI W /GRILL KIT GLAZING BEAD, 13/16" LAMI I.G. SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY W/RINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE - .135 DIA. HARD SCREEN CLOTH PGT# 612225 781 PQA 612226 7PA01626 612227 612244 612244 6BALCVR916 7834AA 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 42505R & L 64054A 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 764009 7SPRNG 62740 81014 71630 71631 7CASP 61624K 61635K 61816 1/24/06 Dar 9/1/05 A J.J. 10/10/05 i NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ITEM 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 DWG.# 505 1161 4051A 4050A DESCRIPTION GLAZING CHANNEL (.688 X .500) #6 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMI SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 6533402 706X1 62BV1510 64051 64050 A. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) B. GLASS, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PV8,1/8 "HS) D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) E. GLASS, 7/16" LAMI, (1/8"A,.090 PVB,1 /8 "HS) F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) G. GLASS, 13/16" LAMI 1G; 1/8 "HS, AIR SPACE,.5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) H. GLASS, 13/16" LAMI IG; 1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "HS) I. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "HS) J. GLASS, 13/16" LAMI 1G; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3 /16 "A) 7 K. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "A,.090 PVB,3/16 "HS) L. GLASS, 13/16" LAMI IG; 1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "HS,.090 PVB,3 /16 "HS) PARTS LIST •• ••• • • • • • • • • •• ••• • • • • • • • • • • •• • • • • • • • •• • • •• • • • • • • • • • •00 • • • • • • • • • • • •• ALUM. SINGLE HUNG WWDOW, IMPACT • • • • °1b • • •• sHmo NTS 6 > // • • .4040 -10 • A • ••• • •• • •• By Approved m contra; Ina »1 :r !te Beating Daft ,(DIStp_ PIDAf oJe_o< A1ta�: ::Ga t�y utrvs rl..l. • Robert L. Clack. P.E. • PE 039712 • • Structural 1 1.363 .062 3.446 2.784 1 FLANGE FRAME HEAD #4002A, 6063-T6 1.749 --••-• .062 -4 --- FLANGE FRAME JAMB #4004, 6063 -T5 (USED AS RADIUS TOP HEAD) -�{ 1.342 FIXED MEETING RAIL #4054A, 6063HS -T6 2.710 155 1 69 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 EDI 2.830 f[.490 I-1.451-1T O SASH STOP #4025, 6063 -T5 '-_-- 2.279 1.707 Poem Or F.K. Ore x406 areen cat K. 9/1/05 ltsgetaxe itrorlerew A NO CHANGE 77115 SHEET O.e.1av at J.J. 10/10/05 .062 1 2.330 2.784 FLANGE FRAME SILL (Low) #4003C, 6063-T6 1 -..--1.513 -.11.738 17 SASH STOP COVER #4053, 6063 -T5 2.326 --•1 1.979 .062 JUL.— SASH TOP RAIL 2 8 SASH BOTTOM RAIL(LOw) #4006C, 6063HS-T6 #4007, 6063-T5 .062 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BO). 1529 NOKOM*S. FL 34274 Visibly Better VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCT ON - 1.165 e SASH SIDE RAIL #4008, 6083 -T5 .050 .678 1.096 i O GLAZING BEAD 7/16" #4222,6063 -T5 1-17—• . • ••• GLA2ING !, 1S/16'Id #4067,6063 -T5 • • • ••• • • • • • • • • • • • • •• • • • • • • ♦• • • • `a °°° • • • • • • • EXTRUSIONS & FRAME CORNER DETAIL .x .678 1.115 _1--- ∎1 T GLAZING BEAD, 7/16" #985C, 6063-T5 (USED WI GRILL KIT) - r Tic SEALANT OR GASKET AT HEAD AND SILL .678 LLB 1.096 - k -- • - ) j 0 GLAZING BEAD, 5/16" #4039B, 6063-T5 .683 • • • 1 .050 .678 1.096 -1 - •- 17 GLAZING BEAD, 5/16" #4044B, 606345 (USED W/ GRILL KIT) Zeal • • • SEALANT ALONG ENTIRE JOINT • WELD ALONG SCREW BOSS (2) Approved as mmp14q wit tp FTartde c Date NORM OS -La ,G) Mom! Dad: Prodae • :i: e • ALUM. SINGLE HUNG WLPj Oyv, IMPPCT ... • 4 Rt,b,n L. Clark P.` a.t.•ee.o mat mr • �"tie N. • • • Pt . • PE 939712 X1700 0 I .e Half 7 . 11 • • 4104e: A • • Structural • •• •• ••• •.•^ -- "MP ar R..m er F K. agar FI( ANCHORAGE FOR 1/1 WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPES WINDOW WIDTH 19 1/8" 24" GLASS TYPE ALL TYPES ALL TYPES 32" 37" C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K L A,B,G,H 40" 44" 48" C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,KL A,B,G,H C,D,E,F,I,J,K,L 53 1/8" A,B,G,H WINDOW HEIGHT M 1 O O N 26" 38 3/8" 1 1 1 ❑ N O 1 z O U 1 ON ❑ Q r 1 1 U 2 O U 44" ❑ ❑ N 0 N 9 r 1 1 1 1 U 2 O U 1 1 1 111 111 112 1I1 1 1 1 2 1 2 1 1 2 2 50 5/8" 59 1/2", 63" 7V, 74 ", 76" O ❑ ❑ ❑ Q N O N _ 0 N O N U 2 O U U Z 0 U ❑ 0 N O O 0 O N Z O U 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 3 3 2 2 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 2 1 2 v 1 2 2 1 2 1 2 2 a2 3 T 2U3U322 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 112 112 111 2 2 112 112 212 212 1)2 213 213 212 313 213 212 314 3)4 3 3 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 112 112 1)1 212 112 112212 2)2 112 213 213 212 313 213 2J2 313 213 212 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 1)2 112 111 213 212 112 213 213 212 213 213 212 3)4 214 213 414,314 313 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 1 1 1 112 112111 213 212 112 213 213 212 213 213 212 313 2(3_2(2 313 213 212 2 2 2 2 2 2 2 2 " 2 2 2 2 2. 2 2( 2 2 2 112 112 112 213 213 112 21 213 212 213 213 212 314 3)4 213 415 314 313 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 112 112 112 213 213 112 213 213 212 213 213 212 13 213 212 314 314 213 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 112 112 112 213 213 212 213 213 2)2 314 213 213 3)4 314 213 415 3)5 314 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 112 112 112 213 213 212 2)3 213 212 313 213 213 3132(3 212 314 314 213 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 212 112 112 213 213 212 213 213 213 314 214 213 4(5 314 313 416 415 314 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 212 1(2 112 2)3 213 212 213 213 213 213 213 213 313 213 212 314 314 213 2 2 2 2 2 2 2 2 2 3 2 2 3 ▪ 3 2 3 3 2 2)3 112 112 213 213 213 314 214 213 314 214 213 415 315 314 516 416 314 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 112 112 213 2 213 314 2) 213 2)3 2)3213 213 212 314 214 213 SPACING BASED 014 THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL -17 1/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 5/16" LAMI - (1/8" ANNEALED..090,1/8" ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) D. 7116" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8° HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI I. 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16' LAMI - K 13/16" LAMI tG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - L. 13/16" LAM %G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - - (1/8" ANNEALED,.090,1 /8" ANNEALED) - (1/8° ANNEALED,.090,1 /8" HEAT STRENGTHENED) (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) (3/16' ANNEALED,.090, 3/16" ANNEALED) (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL 1/1 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL •• ••• • • • • • • • • • • 00 000 00 • • • • 000 • • • • • • • • • • • • •m • • • • • • • • • • • • •• •• l � . • 1 • • 2 2 3 f Approval a, complying HO 4A4 florlda e•ldioo L4 Dote NBat a 101 0;51_ 1 De. eNa 124106 7/29/05 Ftwisioar A J.J. NO CHANGE THIS SHEET Door 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. R 34274 FALX_ Visibly Better • ••• • ANCHORAGE SPACING, 1/1 WINDOWS s•r NTS • 8 m 11 ALUM. SINGLE HUNG W,0119CIW, IMPACT • • • • • • • •r ,.,,. SH700 : •44/0b• • • • • • • • ■-•-- • • A• Robert l Clark F.E. PE 039712 Structural • •• •• • 000 • • • ••• • ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 7• SUBSTRATE: WINDOW HEIGHT ANCHOR TYPES: WINDOW GLASS WIDTH TYPE 191/8" ALL TYPES 24" 32" 37" 40" C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H 44 48" 293/4" 383/8" 44" 505/8" 63" 72,74,76" C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H C,D,E,F,I,J,K,L A,B,G,H 0 0 V 0 0 0 0 t, 0 U 0 0 0 0 0 C1 0 "0"Z O " O `� O N 0 N Z O N O N Z O O N Z O N O t`+ Z O N O N Z 3 30 3 0 O 3 `' O of 3- V M 3 3 U M 9 - O 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 131 1 1 1 1 1 1 111 2 1 1 1 1 1 1 2 1 2 1 1 1 1 2 2 2 2 2 1 3 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1(1 1(1 1 1 2(1 111 111 212 212 1 1 2 2 212 211 312 21 212 3 2 3 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 111 1 1 2(1 111 1(1 212 21 1(1 2 2 2(2 21 3(2.2(2 212 412 3(2 3 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 211 111 1 1 212 212 111 212 212 2(1 212 212 212 312 312 212 413 3(3 3 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 211 111 1 1 212 212 111 212 212 211 212 212 212 312 312 212 312 3(2 2 2 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2, 2 1 212 111 1 1 212 212 2(1 212 2(2 212 312 212 212 313 313 3(2 413 313 312 1 1 1 2 1 1 2 2 1 2 2 1 2 1 1 1 1 1 212 1(1 1 1 212 212 211 212 2(2 212 312 212 212 312 212 212 312 312 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 112 1 1 212 212 212 212 212 212 31 212 212 413 313 312 413 413 312 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 112 1 1 212 212 212 212 212 212 312_212 212 312 212 212 413 313 312 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 111 21-2 212 212 312 212 21 313 212 212 413 313 312 514 413 313 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 212 212 111 212 212 212 312 212 212 312 212 312 212 212 413 313 312 2 2 2 2 2 2 k 2 2 2 2 2 2 2 2 2 2 2 212 212 111 212 212 212 312 212 212 313 313 212 413 313 312 514 414 413 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 111 212 212 212 312 21 212 312 212 212 312 212 212 413 313 312 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 53118" 212 212 212 312 212 212 313 213 21 313 313 212 414 313 313 514 414 413 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 212 312 212 212 312 212 212 312 212 212 312 212 212_313 313 312 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -18 1/22" FROM CORNERS JAMBS ABOVE MEETING RAIL -17 1/2" FROM TOP CORNERS AND 25 1/2" O.C. JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6' BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 5/16" LAMI - (1/8" ANNEALEO,.090,1 /8" ANNEALED) 6. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/16° LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8° HEAT STRENGTHENED) D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16' LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" ANNEALED) H. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090,1 /8" HEAT STRENGTHENED) I. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1 /8" HEAT STRENGTHENED) J. 13/16' LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16' ANNEAI.ED,.090, 3/16" ANNEALED) K. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI- (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) Arad* asir Rem! fir F.K. F.s •r Oats 1/24/06 Omer 7/29/05 t u,as.1•1 J.J. ar 10/10r0s NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. 80X 1529 NOKOMIS. FL 34214 Visibly Better •• ••• • • • • • •• ••• ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3-412 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE • COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS, 1/4' SS4 CRETE -FLEX, OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: • • HEAD 2 JAMB ABOVE MTG. RAIL 2 i 3 JAMB BELOW MTG. RAIL • • • • • •• • • • • • • e ••• • • • • • • • • • • • • •• • • • • • • • • • • • ANCHORAGE SPAC!t , STANDARD VIEW • .k AL UM. SINGLE HUNG WINDOW, I11 fP44C • • • • a.�•...r aor a.... • D • • • A • s H70o NTS 9 • 11 • • 404Of1D! • ••- •• • • • • •9• • • • 000 • •• Approved as complying *UK !be Florida Buidiaa Col Date l NOM? ova- 101e.QJ IViiacd Lad* ere. e • utrol •• • Robert L. Clark. P.E. • PE039712 • Structural • • ANCHORAGE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 8. SUBSTRATE: ANCHOR TYPES: WINDOW WIDTH 19 1/8" 24" 32" 37" 40" 44" 48" 53 1/8" WINDOW HEIGHT GLASS TYPE D, E, F, J,K,L D, E, F, J, K, L D, E, F, J, K, L D, E, F, J,K,L D, E, F, J,K,L D, E, F, J,K,L F, L D, E, J, K F, L D, E, J, K 29 3/4" 1 1 1 1(2 1 1 112 112 2 2 112 2 113 2 11 2 112 2 113 2 1(3 112 2 112 2 113 2 113 2 113 2 113 U N Z O 0 111 1 1T 1 1 1T2 112 2 112 2 112 2 112 2 112 2 11 2 112_ 38 3/8" 1 1 1 1 1 1 1 111 212 1 [ 2 1 [2 2 2 2 212 112 1(2 2 2 2 213 212 1(2 2 2 2 2(3 213 112 2 2 2 112 213 1 2 2 2 213 213 212 2 2 2 213 213 212 44" 0 Z O 0 111 1 1(1 0 1 1 1 1 1 1 1 1 2 112 111 212 112 1 1 1 112 112 112 2(2 1 1 1 2 0 (V 0 1 1 212 112 212 2 1 2 212 312 2 2 212 31 2 2 2 212 212 313 2 2 3 2(3 313 2 3 213 3 213 3 2(3 50 5/8" M 0 0 N 0 0 0 Z O 0 11 1 1 1 2 1 211 1 212 212 1 212 2 212 2 2 1 2 2(2 2 2 r 3 2 2 1 1 1 1 2(2 2(2 2 212 2 212 2 212 2 212 2 212 2 212_ 60" 63" 0 O 21-1 3 [2 CV 0 0 2 1 2 2 TV 0 Z 0 0 2 1 2 [1 1 1 (2 2 2(2 2 212 2 2(2 2 21 2 212 212 2 - 1 3 3 3 313 213 3 3 313 213 2 212 2 212 2 3 213 3 212 3 213 3 213 1 41 2 413 2 413 3 413 3 413 412 2 412 2 4T2 2 413 3 513 3 312 3 513 3 413 312 2 31 2 2 312 2 1 3T 2 72", 74 ", 76" 0 0 3 1 4 2 0 0 3 1 3 2 (.4 0 Z O 0 2(1 3 (1 3[2 512 412 312 2 2 1 5(2 412 412 2 2 2 . 2 3[2 614 412 412 2 2' 2 2 312 613 512 412 2 3 2 2 312 613 513 412 2 2 2 2 312 412 5(2 412 2 3 3 2 312 713 513 512 2 3 2 2 312_613 412 412 GLASS TYPES: D. 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7/16" LAMI- (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) J. 13/16" LAMI 1G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) K 13/18" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,.090, 3/16" HEAT STRENGTHENED) L. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 17 1/2" FROM TOP CORNERS AND 25 1/2" O.C. JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL 0.04 ar 0.0a dir 000 Clair R.Nww.: some,* O.a• Rau' F.K. 1/24/06 A NO CHANGE THIS SHEET t>,>." Br a•• C004101 5p owe F.K. 7/29/05 J.J. 10/10/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BO% 1529 NOKOMIS. FL 34274 IPAGT_ Visibly Better •• ••• • • • • • • •• • • •r,• • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • .9 •• . •• ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT• ; • : •.•a•e•r •s a„r sH70o NTS 10 . 11; . taw• A• • Approved as comytct..%,.,tu dot Florida Stadia : C Data .. . _ h' - NOA. a - • ■ • Waled Dada ,,...yam trig •• • • • • • • • • • • • • • • Robert L. Cleric, P.E. PE 939712 Structural ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. " • 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 1/4" SS4 CRETE -FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL • JAMB BELOW MTG. RAIL wr• "' • • • 404120 • _• • - • ••• • • 2 2:3 (CONCRETE) OPTIONAL lx WOOD BUCK �• (SEE NOTE 3) 1/4' MAX SHIM DETAIL C DETAIL A 1 1/4' MIN. CONCRETE ANCHOR (SEE NOTE 1) 1/4' MAX. SHIM 1 1/4' MIN. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1) (CONCRETE OR CONCRETE BLOCK) 2x WOOD BUCK._, (SEE NOTE 3) TYPICAL HEAD ANCHORAGE EXTERIOR INTERIOR (BOTH HEAD DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE 4 INTERIOR (BOTH JAMB DETAILS) EXTERIOR J7 F.K. 1124D6 ADD NOTE 6 RE FLATHEAD ANCHORS. Orstm Par F.K. SV1i05 10/10/05 — W000 ANCHOR (SEE NOTE 2) (WOOD) 11/Y MIN. t — $ • ~� �L `J l 1/4' MAX SHIM DETAIL B 114' MAX. 1 1/2' SHIM h MIN. 2x WOOD BUCK (SEE NOTE 3) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. 7L 34274 DETAIL D Visibly Bear. (WOOD) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4' TAPCONS OR SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY SE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. 6. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) • • • • • • • • • • • • • • •• ••• • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • ■ • . • • • ANCHORAGE DETAILS • • • • • • • ALUM. SINGLE HUNG WINDOW, IIYIP�IC�T „ • I i 6H700 Half 11 + 11. 4940 : • A• lir • • • • • •• •• • • • •• •• ••• • • • ••• • • Approved as tom; lying with 1M Florida BuWWG Cade_ Date i - `n' 'L'S De.nq - i ce kltad Daet P.✓.h.i C' !Tel BY. • • • • • Robert L. Clark P.E. PE 939712 Structural