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WS-08-2121t IMO IMO Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • Inspection Date: January 23, 2009 Inspector: Bruhn, Norman Owner: MEJIA, ANUAR Job Address: 120 NE 100 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132160 Phone: (954)792 -4415 Building Department Comments January 21, 2009 Page 1 of 1 Passed � '97d Inspector Comments / (97 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 21, 2009 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Permit No. iliamE,77, [EC 1 2 18 BY: Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Anvc2 T. Nt9 i Phone # Owner's Address 120 oie 10® 51 City Aictt.Ait Skirree State ,. Zip 3313$ Tenant/Lessee Name Phone # Job Address (where the work is being done) 12,0 .7 tg. 10 et S? City Miami Shores Village County Miami -Dade Zip 3-513B FOLIO / PARCEL # 11- 3 2.0c -015 - 2) 1.00 Is Building Historically Designated YES NO Contractor's Company N a m e F • t t 1. co f I4 Phone # q54 -192 -1/4-1-41S Contractor's Address X101 O SLO 60 4 efe. City iio 1$4...)onn� State F Zip ° j-a, 12 Qualifier Name Cu -�1 Ql tGc, ®��, f N.eT Phone # State Certificate or Registration No. Cfa CO(.0 leg Certificate of Competency No. Architect/Engineer's Name (if applicable) -Trp, baajo cL- Phone # QSLI - 3S`1- OLc(..0 Value of Work For this Permit $ (j jam' Square / Linear Footage Of Work: Type of Work: [Addition [Alteration [New Describe Work: LS Er/Repair/Replace [ Demolition r u it u Su mtttal Fee $ !U i�' Per / mit Fee $ Jc _ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Zoning $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AIFH)AVIT: 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 YQUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature „” -- / Owtieror Agent The foregoing instiument was acknowledged before me this day of ieC , 20, by Astc74( 7 • He.it who is personally known to me or who has produced As identification and who did take an oat NOTARY PUBLIC: Sign: Print Contractor The foregoing instrument was acknowledged before me this day of c.. , 2OCS, by w:1-•b.)caa@ , who ispersonally known to me or who has produced as identification and who did take an oath. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Ard•rl c301— w , I ` P 0-4 P`� S tsose nAGe `am r ;3 ',r ** * '- **** ** * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION F N 2 0 0 8 R 10 0 0 0'r 1 OR ek 26685 Ps 0787? (1P91 RECORDED 12/15/2008 09i29 =17 PERMIT NO t9 ZiZ TAX FOLIO NO.,i%- 3. -6 IS - b0 MIAMI- DADETCOUNTY KFLORIDART LAST PAGE 11111111111111111110111111112111 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. Legal description of property and street / • ddress: y4;5 L 2 , 2 11 a3 +K 14? 331 2. Description of improvement: 3. Owner(s) name and address: r i interest in property Name and address of fee simple titleholder: 331 V 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be 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 recei /e a copy of the Uenor'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 4 year from the date of recording unless a different date is specified) Sig Print Owner's Name ' .° f 'T • €:1A Swom to and subscribed before me this -J Notary Public: Print Notary's Name: My commission expires: Prepared by P& day of DeC, , 20 05/22/2007 - 10:19am jaclynr F:103 Elements \10 Loading \11 Calculators\ASCE 7- 02\JLB - 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 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area • Ft 40 45 50 25 30 35 0 -15 ft -50.4 -49.2 - 48.3 - 47.6 - 47.1 -46.6 -46.2 - 45.9 -45.5 -60.6 +45.9 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7! +42.3 +41.9 +41.6 16 ft -51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 - 48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46.5 +42.5 -48.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 - 49.5 +45.4 - 48.9 +44.8 - 48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 ft -53.5 - 522 -51.3 - 50.6 - 50.0 -49.5 - 49.1, ; •48.7 -48.4 -59.4 +46.7 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.8 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4' +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 28 ft -56.6 +52.2 -55.2 +50.8 -54.2 +49.8 - 53.5 +49.1 - 52.9 +48.4 - 523 +47.9 - 51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 - 56.9 +52.3 - 55.9 +51.3 - 55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -527 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -58.7 +52.0 - 55.9 +51.3 - 55.2 +50.6 - 54.7 +50.1 - 542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 +552 -58.4 +527 -57.4 +527 -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 +55.9 - 59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.6 +51.0 -55.4 +50.6 40 ft - 62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft - 62.6 +57.7 -61.1 +58.2 -60.0 +55.1 -592 +54.3 -58.5 +53.8 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 - 61.7 +58.7 - 60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 - 57.5 +52.6 -57.1 +52.2 46 ft - 63.8 +58.8 - 62.3 +57.3 -61.2 +562 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 - 60.8 +55.8 -60.1 +55.1 - 59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft - 84.9 +59.9 - 63.4 +58.3 -62.2 +57.2 - 81.4 +56.3 - 80.7 +55.6 -60.1 +55.0 -59.5 +54.5 - 59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 - 63.9 +58.8 -62.8 +57.6 - 61.9 +56.8 - 61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 9.6 +54.5 -59 -59.2 +54.0 54 ft - 66.0 +60.8 - 64.4 +592 -63.3 +58.1 -62.4 +572 - 61.7 +56.5 -61.0 +55.9 - 60.5 +55.4 -60.1 +54.94 •59.6 • +54.5 56 ft - 68.5 +61.3 -64.9 +59.7 - 83.7 +58.5 - 62.9 +57.7 - 62.1 +56.9 - 61.5 +58.3 -61.0 +55.8 -60.5 4 +55.3 •80.1 +54.9 60 ft - 67.5 +62.2 - 65.8 +60.6 - 64.7 +59.4 -63.8 +58.5 - 83.0 +57.8 - 62.4 +57.1 -61.9 +56.6 -81.4 • +56.1 •-61.0 +55.7 0 m 8 Z m REMARKS INIT ISSUE • • • EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PS9 - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 +46.5 -59.8 +45.2 - 58.0 +44,4 - 56.7 - 55.6 +43.7 +43.1 - 54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 :..16 ft =61tTL. +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 -56.3 +44.3 +43.7 -55.4 +43.3 -54.6 +429 -53.9 +425 -53.2 +422 18 ft -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 - 58.9 -57.8 +45.4 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft - 66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 -59.0 +46.4 +45.8 -58.1 +45.3 -57.2 +44.9 - 56.4 +44.5 -55.8 +442 22 ft - 67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 -61.4 -602 +47.4 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -626 - 61.4 +48.2 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 - 63.6 -82.4 +421 +48.4 -61.4 +47.9 -60.4 +47.5! -59.6 +47.1 -58.9 +427 28 ft - 70.9 +53.0 -68.2 +51.6 -66.2 +50.6 -64.6 -63.4 +428 - +492 -62.3 +481 -61.4 +48.2 : -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 - 892 +52.3 -67.1 +51.3 -626 -84.3 +50.6 +49.9 - 832 °+49.4 -82.3; +48.9 -61.5 '+48.5 -60.7 +421 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 -86.5 - 852 +51.3 +50.6 - 64.1 +50.1 -63.1 +49.6 -62.3 +49.2 -81.6 +48.8 34 ft -73.9 +552 -71.0 +53.7 - 68.9 +527 -67.3 -86.0 +51.9 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 - 68.1 -86.8 +52.5 +51.9 °- 65.7 +51.3 -64.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 68.9 - 67.6 +53.1 +52.5 - 66.5 +51.9 - 65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 - 68.3 +53.7 +53.0 -67.2 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +56.2 -72.1 +55.1 -70.4 - 69.0 +54.3 +53.6 - 67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -85.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -728 +55.7 -71.1 - 69.7 +54.8 +54.1 - 68.5 +53.5 -67.5 +53.0 - 88.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 -70.4 +55.3 +54.8 - 892 +54.0 -682 +53.5 -67.3 +53.1 -66.5 +527 48 ft_ -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 -71.0 +55.8 +55.1 - 69.8 +54.5 -68.8 +54.0 57.9 +53.6 -67.1 +53.1 50 It -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 -71.6 +56.3 +55.6 -70.4 +55.0 - 69.4 +54.5 -88.5 +54.0 -87.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 -722 +56.8 +56.1 -71.0 +55.4 - 69.9 +54.9 -89.0 +54.5 -68.2 +54.0 • C.. • , -81.5e •+6{8 -7813 : +5$2 •- 76.0• 9,+51:,1 • -742 -72.8 +57.2 +56.5 -71.6 +55.9 -70.5 +55.4 - 89.6 +54.9 -68.7 +54.5 • • C,•. • ` • fi 60 •-82,1 :+61t1 - 83.3 +622 •-7819. •+5 :7 -80.0 +60.6 s -76.6• : +515• -77.7 +59.4 -74.8 -73.3 •+57.7 +58.9 -75.9 -74.4 +58.5 +57.8 -72.1 +58.3 -732 +57.1 -71.0 +55.8 -72.1 +56.6 -70.1 +55.3 -71.1 +58.1 -69.3 +54.9 -70.3 +55.7 ••• ••• WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -6b` BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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 WrTH 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 Th6 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 IS 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 IS 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 1 =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 2 ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 2 NO CERTIFICATION I5 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 (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CD 1 ELEVATION 1 WALL ZONE FIGURES L• B: %t06:2b04•FL®RIDA BUILDING CODE -• • -• • -• • • • • • • • • _ • • • 14SCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR • COMPONENTS & CLADDING THIS DOCIDUNr 19 THE PROPERTY OF FRANK LSF•S M•D SHALL NED BE REPRODUCED IN WHOLE OR PART WRHOIR ..., . CONSEW OF FRAM,. T To A'S°, - ALTERATIONS AOmIR6 HIGIU E TOMS COMIENT ARE NOT PERMITTED AND DA/ it TE RTIIG7 L Il��®IIJD l �; 111 • • • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PEAK ROOF HEIGHT MEAN ROOF HEIGHT C ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 49886 A FRANK L. BENNARDO, P.E., INC. 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COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 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 B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant *••• : . • • LABELING: Each unit shall bear a permanent label with the manufacturer's name &VW:city, state'dnd following statement: "Miami -Dade County Product Control Approved ", unless others !senoted herein • RENEWAL of this NOA shall be considered after a renewal application has been facia: r/ there1fa ge.= no change in the applicable building code negatively affecting the performance of this Weelxct. •••••• TERMINATION of this NOA will occur after the expiration date or if there has bee'n'a t&vision or cfiange in the materials, use, and/or manufacture of the product or process. Misuse of this NCIA as aln endor,pnt of • any product, for sales, advertising or any other purposes shall automatically terminate, this NOA. Pam 'to • • comply with any section of this NOA shall be cause for termination and removal of NW : • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • NOANo. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaesada, P.E. ..... • • • • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC; TAS2Q2'94 2) Large Missile Impact Test per FBC, TAS 201'9$ • • 3) Cyclic Wind Pressure Loading per FBC, TAS 243-$4 . . along with marked -up drawings and installation diagram of an Al um Siigg Teflung Window, Impact, prepared by Fenestration Testing Laboratory, lam' ¶ st Repchtlio. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Larga: d ada, P.E7': 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201894 • ; .... 2) Cyclic Wind Pressure Loading per FBC, TAS .03-94 •••••• along with marked -up drawings and installation diagram of Aluminum SinglcIlong Window, Impact, prepared by Fenestration Testing Laboratory, Test Report Nd. PTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) Manuel Pe Product Control er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) . • 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ; . • . • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20244 •. 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • • 4) Small Missile Impact Test per FBC, TAS 201 -a4.. • • 5) Cyclic Wind Pressure Loading per FBC, TAS '210344 • 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 32 -94 . • • • • . along with marked -up drawings and installation diagram of an AlAnunum Single dung Window, Impact, prepared by Fenestration Testing Laboratory, Inc.,TTst Rerun No FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaenada, P.L.....' (Submitted under previous NOA #05- 1018.01) • • • • • • • • 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 •• • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) • E -2 11 ..., , ill Manuel Per Control +. er NOA No. 07 I 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeIVemQurs fo> nNePont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. • • • • • • • • • • 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for kSolutfa • • • • • • • Interlayer" dated 03/04/04, expiring on 03/04/09. •.•• • • • • • • •••• • ••••s F. STATEMENTS •••• 1. Statement letter of conformance and no financial interest, dated A13716137, signed and • • • sealed by Robert L. Clark, P.E. • .. •• .....• • 2. Statement letter of code compliance, dated 10/12/05, signed and'sealid by R °NC L. Clark, P.E. • • • •• • .. . • • • •• • G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 ' ' ueI ' . P.E. Product Contr i a, i. 1 er NOA No. r+ 1.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18° LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 8.5/16" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAELEXIK= EPSAFE MAXIMUM PVB INTERLAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16° LAMI IG: (1) LITE OF 1/8° 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 AND 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. 1. 13/16" LAMI 1G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" 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) UTES OF 3/18' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13116' LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13/16° LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/16" LAMI IG: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 'Toe. (1/1, VIEW AND RADIUS TOP. ALL W/ 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 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4845„ FTL -4846, FTL- 4847, FTL- 4648, FTL -4649, FTL -4650, FTL -4851, FTL- 4723, FTL -4957, FTL -4958 AND FTL -5083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL. DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FJC reeds. FJC ems• Roldeblee B A •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• ••• ••• • • • • • • • • &,Fa- /737oNo7I'7. • • • 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 PRODUCT REVISED as compldlag whb 8re Made WA* Code AeaPtaaco D.• No - 03 „rr.1J!L .06 ■ 7.011 FJC DAC 8/1/05 GYrWdity J.J. Des 2123/07 I 1070 TECHNOLOGY DRIVE NOKOMIS. FI.34278 P.O. BOX 1629 NOKOM IS. FL 3034 113GT T/irib(y Better GENERAL NOTES nk ALUM. SINGLE HUNG WINDOW, IMPACT ietkdlotet SH700 NTS faXaC 11 &11 cee0mw. 4040-20 Rine B /77/7 �� a7 Robert L Clark, P.E. PE 030712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • It1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5116" LAMINATED GLASS ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR (ALL SECTIONS) 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18` ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° AN E2 Og HEWTRENGTHENED GLASS 11° L IWD • • MANSPOLEO • • • :1/13:41EILEVI HEARiSTRENGTHENED GLASS 1I/88° NOM. • • • • 13/16" LAMI IG GLASS W/ 5/16" LAMI Runde: mare ram•. FJC R.mw FJC [Wee 11/13/06 1/2488 • • • • •.• ••• ••. • • • • • • • • • • • • • • 3/18" ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS — 7/16° LAMINATED — AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16° LAMI R"iAi 64 78544LG. {A2=4) LAA8 7E A I�ocuatitunossEfr • • • FJC Omar GAeobdBx 8/1/05 J.J. 7123107 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SCHC 1629 NOKOMIS, FL34274 PGT Wsibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT omoson WOO Full 2 a 11 4040 -20 B Robert L Clerk, P.E. PE 839712 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • O • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 44" 88" 70" 72" 74" 76" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A.B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 531!8" A B,M ® +80.0 50.0 +80. +80.0 +79.6 78.6 +78.2 78.2 +76.9 76.9 +75.4 75.4 +74.0 -74.0 UP TO 531/" C,D,E,F,G,H,I,J,K,L +80.0 50.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 50.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 50.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +88.8 -68.8 +57.6 -67.8 631/8" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68,0 -68.0 +68.7 - 68.7 +65.5 -65.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 171/8" 2211/16" 53 1/8" D,E,F,J,K,L +80.0 -80.0 +80.01 -80.0 28 3/16" l 33 3/4" +80.0 -80.0 r +ao.o So 39 5/18" 4413/16" 50 3/8" 5516416" + J -80.0 +70.0 j -70.0 +70.0 -70.0 +70.0 L -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8 °A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8 "HS) FTL- 4647, 4648 C. 5/16° LAMI - (1/8"HS,.090,1/8"HS) F1L-4647, 4848 D. 7/16" LAMI - (3/16 "A,.090, 3/16 "A) FTL- 4645, 4885 E. 7/16" LAMI - (3!16 "A,.090, 3/151-18) FTL -4845 F. 7/16" LAMI - j3/18 =H5 ti099.../16-.HS FTL-4645 G. 13/16' LAMI 10 - 1L8"1iS,AIR SPACE. 5/16" LAMI - 1/8( ,.090,1/8 "A) F1L -4646, 4723 T.--f3/16" LAMI IG - 1 /8 "HS, AIR SPACE, 5/16° LAMI - (1/8"A,.090,1181 -IS) FTL-4646 I. 13/16" LAMI 10 - 1/8"H8, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8 "HS) FTL -4846 J. 13/16" LAMI 10 - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16°A) FTL-4849, 4850 K. 13416" LAMI 10 - 1 /8"I-IS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"I-IS) FTL -4649, 4850, 4958 L 13/16" LAM* - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) F114649, 4650 M. 13/16" LAMI 10 - 1 /88A•AIIi &MACE, 5#16" LAMI - S1 /8!A,49011 /8"A)A F1L5063 w HT. "O" MEETING RAIL S SH "0" I1T, MEETING RAIL HT. "O" MEETING RAIL MINUS. SASH HT! SASH • • • •• •^ IRE NOTES: 1. WINDOVfS �WRH•I�IE �OV� SI�I. iIA Q"'- D TO A POSITIVE DESIGN PRE ,. URE OF +84.0 PS OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRE jINEF��CT�p • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8° MINIMUM TO 38° MAXIMUM.® Rand* FJG raeare. FJG OI.neF FJG Dater 9/1/05 • • B• •A• ax•edex J.J. • ••• ••• ••• UPDATE TO REMOVE S7 FFOL TEST NOS AODIRL- 472'/i06 •07PESA.�YOSSVIi& (:�D•p7E • 223417 • 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.0.9E0(1523 NOKOMIS, FL 34274 Pr-GT Vt�ibly Better DESIGN PRESSURES TRr ALUM. SINGLE HUNG WINDOW, IMPACT sa,.•oa,e s_ ae.c Row OHM NTS 3 a 11 ��4040 -20 B Robert L Clark, P.E. PE 0:19712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DLO TABLE SEE DLO TABLE L SEE DLO TABLE 1 SEE DLO TABLE r- 49 5/8" MAX FIXED DLO (ALL) O j X j 531/8' MAX FLANGED WIDTHA 52 1/8" MAX I.F. WIDTH D 1 75' MAX I.F. D HEI HT 38 7/18" MAX SASH HEI HT 7 ®MAX FLANGED HE HT 481/4" MAX VENLDLO(ALL) DETAIL A 1/1 B O DETAIL 75' I.F. HEI MAX. HT 78' n FLAN HEI X j A 20" SASH HEIGHT 34 3/16" B B-' DETAIL D VIEW (CUSTOM SASH) GED HT t I A SEE DLO TABLE A SEE DLO TABLE X 75' MAX. I.F. HEI HT ® MAX 76" FLANGED HE HT SL NO 4 DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: •• ••• • S•t • • • •• 1. SEE SHEET 5 FOI�VERTICAL;f% yr4TRepNiALISEQTION DETAILS. 2. SEE SHEET 7 FOR OQQORNE,RB+ETAILLVVIEMS.S.,• �• • • • 3. SEE 4. SASH HEEIIGrHTS ORSTAND SASH WINDOWS (DETAILS B &C)C) ARE BASED ON A THREE OVER TWO FORMAT. 75' MAX I.F. HE HT ® MAX. FLANGED HEI HT SEE DLO TABLE SEE DLO TABLE S NO DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2° 34 3/16" B 41 5/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 52 1/4" 52 5/16° SASH LOW HIGH DETAIL SILL SILL A 341/2° 34 3/16" B 27 7/16° 271/8" C 27 7/16" 27118" D 163/8" 153/4" E 163/8" 15 3/4" TABLE 5. .d� 20// rwmex bake RwiYox • max FJC arad*, AK ads 11/13/06 ameY F.K Dalw 12408 I •A, • ••• ••• ••• .• ADD YI7EGRAt F1Ai(LF.J •'ERSION, CAL NOTE. ADD NOTE 4. NO P ANGE WS GHEE* • • • • • • 'Asa • • 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 1829 NOKOWB. FL 3404 PGT h ELEVATIONS Tee ALUM. SINGLE HUNG WINDOW, IMPACT SoksIblet SHMO NTS 4 a 11 liaeofix4040 -20 Robert L Clark, P.E. PE #397t2 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h- 2784' INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8° FROM EACH SIDE OF SASH MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,1 1,15,i MAX. FIXED UTE DAYLIGHT OPENING 2.710' 7,8 OR 17 OUTSIDE /OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A-A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE MAX. HEIGHT OUTSIDE MAX VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD JAMB 2710' 1 LF. FRAME �� a OUTSIDE I '.4 0 o 0 OUTSIDE t 2.330° (LOW SILL) SEE NOTE ABOVE • • • •• • • • • R..°0X 10.bs RW FJc FJc nes 1111317B 0.ex 1/24/06 ommex FJc Des 8/1/08 • SECTION B-H (LOW SILL SHOWN) a • TRAM T LY•• 2.948° (HIGH SILL) • ••• ••• ••• • • : . & >igAt.. cop:romans ilEHANQE •,,, +�,,,e• • • • • . • • ALTERNATE HIGH SILL 1070YECHP LOGYDRNE NOKOMIS, FL 94278 P.O. B¢X 1828 NOKOMIS, FL 94274 I T V thb Better ULTRALIFT ONLY SECTIONS PRODUCE REVISED conplylag with ibe Florida tUddbg Cods Aitseptaace No Date 20)1 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT � _ asioakdok Soft IA. SH700 Half 5 s 11 �4040 -20 1 B Robert L gads, P.E. PE 539712 Staa9wal ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG.# DESCRIPTION PGP# PGf# 1 4002A FLANGE FRAME HEAD 616351( 612225 2 1155 #8 X1.000 QUAD PN. SMS 81816 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 6533402 612226 5 1826 ADHESIVE OPEN CELL FOAM PAD 706X1 7PAD1626 6 4004 FLANGE FRAME JAMB 62BV1510 612227 7 4025 SASH STOP 64051 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 64050 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5 /8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 81 6BALCVR916 11 82 #8 X.750 PH. PN. SMS 7834M 12 BALANCE BOTTOM BRACKET E. GLASS, 7/18" LAMI, (1/8"A.090 PVB,1 /8"HS) 7BALTBKT 13 1085/1086 SASH TOP GUIDE 86 42504 15 87 #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 18 1080 -1 BALANCE COVER, 11/16" J. GLASS, 13/16" LAMI 10;1/8'HS, AR SPACE, 7/18" LAM, (3/18 "A.090 PVB,3/16"A) 6BALCVR670 17 4053 SASH STOP COVER 91 64053 18 4029 -1 SASH BRACKET / 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 678160 26 1098 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32" X25/64" X1" 716221( 36 1052 LAMI IG SETTING BLOCK I "X3/4 "X1/16" 71052K 37 1224 VINYL GLAZ BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5116 LAM. GLASS. 840398 42 40446 GLAZING BEAD, 5/16 LAMI W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAM IN/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, IF. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGyS • • 71630 57 1631 SGIiFtNtI14NE�t K�YVV41/84TRANGE • 71631 58 1073 SCREEN SP'R'+IIN'G• • • • • • • • • • 7CASP 59 1624 SCItEXN SPLANE•.136 t& FOAM • • 61624K •• lastiana • • ••• •• • ••• FJC FJC FJC 1v13/0B • ores 1!24/09 • Onst .Ti . T..., �. 48,49 Y "ii ,-- • �Ip•,TFk4,r .. c DE'._ .... adm • �ffANG I�SIiLt J.J. 223/07 OHMS 7,89113 • • • •• • • EITEM A A 1070 TECHNOLOGY DRIVE NOKONIS. FL 34275 P.O. SOX 1529 NOWN%15.34274 IT9N DWG.# DESCRIPTION PGP# 60 1635 SCREEN SPLINE -.135 DIA. HARD 616351( 61 SCREEN CLOTH 81816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #8 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1 /16X1/2- 7/18LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAMS, (118 "A,.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAM, (1/8"A,.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1B1HS,.090 PV6,1B"HS) 83 D. GLASS, 7/16 "LAMI, (1/8%1,.090 PVB,1/ A) 84 E. GLASS, 7/18" LAMI, (1/8"A.090 PVB,1 /8"HS) 85 F. GLASS, 7/16" LAMI, (1 /8" HS,.090 PVB,1 /8"HS) 86 G. GLASS, 13/16" 1/81110; 1 /8"HS, AIR SPACE, 5/16" LAMI, (1BA,.090 PVB,1/8"A0 87 H. GLASS, 13/16" LAMI 10; 1/81-IS, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1 /8"HS) 88 1. GLASS, 13/16" LAM IG ;1 /8"HS, AR SPACE, 5/16" LAMP, (1/811S, -090 PVB,1 /8"HS) 89 J. GLASS, 13/16" LAMI 10;1/8'HS, AR SPACE, 7/18" LAM, (3/18 "A.090 PVB,3/16"A) 90 K. GLASS, 13/16" LAMA 10; 1/8"HS, AR SPACE, 7/16" LAVA, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAMI 10; 1/8"HS, AIR SPACE, 7/16" LAM, (3/16"HS,.090 PV6,3/1 6"HS) 92 M. GLASS, 13/16" LAMI IG;1/8 A AIR SPACE, 5/16" LAM, (118A, 090 PVB,1/8"A) / 2.784 1. 47 FRAME, I.F. HEAD #4071A, 6063-T6 FRAME, .F. LOW SILL #4072A, 6083 -T6 PRODUCT REVISED as complying with OaThrift Wang Accquanse Code No- y_..206 Smte _ .r.T� ie.L /./....t 1.< 264 5r FRAME, I.F. JAMB ;;FRAME, .F. HIGH SILL #4074B, 6063 -T8 #4073A, 6083 -T8 (USED AS RADIUS TOP HEAD) P Sr UST ALUM. SINGLE HUNG WINDOW, IMPACT &IMO NTS 6 d 11 4040 -20 /‘/ Robert L Ckuk, P.E. PE 439712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 1.383 .082 1 FLANGE FRAME HEAD #4002A, 606346 �-- 1.749 --► 2.710 6 FLANGE FRAME JAMB #4004, 8083 -T5 (USED AS RADIUS TOP HEAD) .{ 1.342 155 FIXED MEETING RAIL #4054A,6063HD -T8® 3.446 • ••• • • • .062 • • 1-•-- 2.7.84 - 69 FLANGMAI ILLWH) • #4050A, 6083 -T6 23 2.946 O FLANGE FRAME SILL (LOWI #4003C, 6083-T6 n OSASH STOP #4025,6053 -T5 r-- 2279��iiI[[ ��.1.707 .082 SASH TOP RAIL #4006C,6083HS -T6 • • • 1.613 - '1 738 ) SASH STOP COVER #4053, 6063 -T5 28 I.F. FRAME SEALANT ALONG ENTIRE JOINT FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION SASH BOTTOM RAIL(LOW) #4007, 8083-T5 *SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 .082 31 SASH SIDE RAIL #4008, 6083 -T5 050 1 .678 �� ``x� 1.096-7^0 T O GLAZING BEAD 7/16" #4222, 6063-T5 .05O .8 1.115 1 '17 O GLAZING BEAD, 7116" #986C,8063 -T6 (USED W/ GRILL KIT) 050 .678 1.096 f { t 0 41 GLAZING BEAD, 5/16" #4039B,6063 -T5 .050 1.098-j" iJ GLAZING BEAD, 5/18" #40448,6063 -T5 (USED W/ GRILL KIT) .683� .050 GLAZING BEAD, 13/16" IG #4067,808345 Pomades sex FJC Rand Os FJC Dots Des • 11/13/06• Orda V24/06 • 0 • mat* F.K. 81/35 thetas J.J. • •'•l�• ••• ••• re n�rsuoiEMBLY OVpt•UDELP. 2 Attty • • • • •• • • el me! siEr 223007 1070 TECHNOLOGY DRIVE NOK040S, FL 347/5 P.O. BQX 1628 NOKONOS. FL S4274 �.T Vbibly Barer EXTRUS IONS & FRAME CORNER DETAIL Tax ALUM. SINGLE HUNG WINDOW, IMPACT SsiWilkdat SH7D0 Half I 7 d 11 mrauua4040 -20 Robert L. Cde+k, P.E. PE 038712 Structural ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • ANCHOR SUBSTRATE: QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 3 , 76.000 ANCHOR TYPE: 1 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 G 0 0 WINDOW GLASS "�ONZ NO ZM0NZ Zr70NZ Z�ONZ ZmONZ NO Zo7ONZ �UNO ZMON Zr>ONZ �0 '0 Z WIDTH TYPE 3 (Oi�0 O 3 U�0 3 U�Ut3O 3 V' V V U`-Ut3 0 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,LJ,K,L 1,2 1 1 1 1 1.2 1:1 1 :2 22 1"2 2.2 2:2 2 2 2 2 2 2 2 2 2r2 2;2 2 2 2 2 2.2 2;2 2 2 2 3 2 2 3;3 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1;211111121.1122.2122 : 2222 .2222222222.22.22,2222222232233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,LJ,K,L 1 2 1 1 1;2 1.2 1'2 1 2 2 2 1 2 2.2 2 2 2 2 2 2 2 2 212 2;2 213 2;2 2 2 2'3 2.2 2 3 3 3 212 3 3 ABM 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12111: 2121. 21222122222222222222223222 ;22,3222;333223.3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1:2 1:2 2'2 213 1 2 2:2 2'3 1 2 2 3 2 3 2.2 2.3 2 3 2 2 2: 3 3 3 2'2 3 3 3 4 3 2 3:3 3 4 3 3 414 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 2122. 2231;22. 22312232322232 ;3222;33 :32.2333.43;23334334 • :4 _ `�H,LJ,, C,D,Ee 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 2; 2122223122 ;3232223232223232321334233,3343 X3.47 5334.4 A,B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2:2 2 3 2 3 2 2 2 3 2 3 2.3 2.3 3:4 2 3 3 3 3.4 3.3 3:4 3 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,LJ,K,L 212 1 2 2.2 2 3 2.2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2.4 2 3 3,3 3 4 2.3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1;2 2 2 2 3 2.2 2 3 2.3 2 2 2 3 2 3 2'3 2 3 2 4 2 3 3;3 3.4 2 3 3,4 3 5 3 3 3 4 4 5 3,3 4,4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,LJ,K,L 212 2 2 2'2 21,3 2 2 2 3 2 3 2.2 33 2 4 2 3 3 3 3:4 213 3.3 3'4 2 3 3;4 3'5 313 3 4 4.5 3 4 4 5 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2;2 2 3 2:2 2'3 2 3 2,2 3 3 2 4 2.3 3 3 3:4 2 3 3 3 34 2.3 3.4 3:5 3,3 3:4 4.5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,LJ,K,L -2F 2 ; 2 2 2 2 3 2 ;2 2 :3 3 : 4 2'3 3.3 3 4 2 3 3.4 3 4 2;3 3 4 3 :5 313 3 4 3 5 3 3 4 5 4 6 3,4 5,5 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2:2 2'3 2.2 213 314 213 3 3 3:4 2 3 3 :4 3 4 2:3 3 :4 315 3;3 3.4 3 5 3.3 4'5 4;6 3;4 5;5 • • • • • •• C,D,E!F•G, 2 •2•• i2: i•:2••2 2 2 2 2 .2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,w K L. 212 2 2 ' 1 2 213 21'2 :134 i'4 2.3 314 3:4 2.3 3.4 3'4 3:3 314 3 1 5 3 3 4 4 4.6 314 4 5 4 6 3: 4 5;6 AB,M 2 2 2 :2 2 2 2 212 2 2 2;3 314 2 2;3 2 3:4 2 3 4 2 2:3 2 3 4 3 3.4 2 313 2 3,4 3 3 5 2 3.3 2 44 3 4 5 2 3 3 2 4.5 3 4'6 2 3,4 3 4:5 --21 2 2 2 3 ANCHORAGE NOTES: 1. ANCHORTYPES1 /4 "ELCOTAPCON_S -tt4`€tC0-SS2rC FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -1812° MAX. FROM TOP CORNERS JAMBS -1712" MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. .T TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 1S AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCE REVISED as complying with lb* !Flotilla Dakliag Cods Accepiaace Ns . Y . 04 e Dd r.Tir27s (FULL DP) HEAD JAMB ABOVE MTG. RAI JAMB BELOW MTG. RAIL 2 2 3 ,2011 10.d e>< FJC awc 1/21/24A713 4AI • FJC 7/29105 a • e • A jJCHAND•EJff/BSHiEI' • • • • • C000000 peas J.J. .J. 2/L>l ? • ••• • WISE OPAGE•TABLEAND NOTES. • A gj' VERrwificHoR DTYisRE5N:1L7IDBYSIZE • • 1070 TECHNOLOGY DRIVE NOIO MIS, 8.84278 P.O. taQx 1b1i! NOKODIS.PL 94274 Pc GT Visikb Betaer ANCHORAGE SPACING, 1/1 WINDOWS Tar ALUM. SINGLE HUNG WINDOW, IMPACT 0000114 800 Dastalis. SHRIO NTS 8 d 11 4040 -20 8 Robert L Oadc, P.E. PE #39712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES FOR STANDARD VIE AND RADIUS TOP FLANGED WINDOWS TABLE & W ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO 554 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWINGDIMENSIONS: HEAD - 181:2° MAX FROM TOP CORNERS JAMBS -171/Y MAX. FROM TOP CORNERS 1b' MAX CORNERS 8° MAX BELOW FROM BOTT MTG. OM RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE? LESS. DESIGN PRESSURE LIMITATIONS: SUBSTRATE: ANCHOR TYPE:.----__ WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 O "O tV U z NO 0 o zn?O `-ON U U �$ 0 z�zco0 ` 0 0 U 0(40 0 D U z�zco0 -0 00 U OcV0- O U z 0` 00 U zmo -ONONO D ? U z�zm0 U o 0c 0 0 3j U z�zmo NO 0 0 0( 0 U ¢$ 0 z ` 0`-0cV 0 0 zco0 0 GI 5 U zrz NO 0 U O 0 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 : 1 1 1 1 1 2 2 1 2: 1 1 2 2 1 212 1 2 1 1 2 2 1 2 2 1 2 ' 2 1 2 2 1 2' 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2:2 1 3•2 1 2 2 1 312 1 3 2 1 2 2 1 3.2 A,B,M 1 1 ' 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 : 1 1 2.2 1 2 2 1 2.2 1 212 1 2 2 1 2.2 1 2:2 1 2 2 1 2 2 1 2 1 2 1 3: 2 1 2. 2 1 3 2 1 3 2 1 2 2 1 3 2 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1� 1 F. 1 1 1 1 1 1 1 2 2 1 1 1 1 2' 2 1 2 2 1 2 2 1 2; 2 1 2.2 1 2 2 1 2 2 1 2' 1 2 2 1 3.2 1 3 2 1 2: 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 ABM 1 1T1 1 1 1 1 1 1 1 2 2 1 1 . 1 1 2 2 1 2.2 1 2 ; 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ' 2 1 2.2 1 3'. 2 1 3.2 1 2 2 1 3.2 1 3 2 1 2 2 1 3 2 1 3: 2 1 2 2 1 3 2 32.000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 1 T 1 I 1 1 1 1 1 t 1 I' 1 2 2 1 2 2 1 2, 2 1 2 3 1 2 2 1 2.2 2 3 3 1 2'. 2 1 3,3 2 3; 3 1 3; 2 1 3 3 1 3: 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4; 3 1 4.3 1 3 2 1 4 3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE ABM 1 111 1 1.1 1 111 1 2 2 1 2 2 1 2, 2 1 2 3 1 2 2 1 2' 2 2 • 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 1 4.3 1 3 2 1 4; 3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A. TABLE KEY: 37,000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1T1, 1 1 1 1 1 1 1 2 212 1 2 2 1 2'2 2 2 : 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 , 3 2 4 3 2 3 3 1 3 2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4.3 AB,M 1 111 1 1 1 1 111 2 212 1 2 2 1 2.2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4:3 2 3 3 1 3.2 2 3 3 2 4 3 1 3 2 2 4 3 2 4:4 1 3 2 2 4 3 40.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 111 2 212 2 2 2 2 2 2 2 2.3 2 2.2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4.3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4.4 2 3 3 2 5 3 A B,M 2 111' 2 1T1 2_ 111 2 212 2 2 2 2 2 2 2 2.3 2 2`2 2 3 3 2 3'3 2 2 2 2 3.3 2 4 3 2 313 2 413 2 3 :3 2 3 3 2 4 3 2 4 4 2 3,3 2 4,3 2 4 4 2 3.3 2 5 3 PRODUCT tlevIse. ,p�mpg4•s•yhlypy� Balding Code s ee N• 0l -, r . '7Fr�'1Y- +c,21N1 44,0D0 PSF 49 79 56 79 79 MAX PSF C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 1 J 1 2 212 2 2 2 2 212 2 3,3 2 2'2 2 3.3 2 3 4 2 2.3 2 313 2 4 4 2 3 3 2 4.3 2 4, 4 2 3 3 2 4:3 2 4 4 2 3 3 2 4' 3 2 4:4 2 3 3 2 5:-.4 (DP LIMITED) 117 HEAD JAMB ABOVE 3 313 A,B,M 2 __ 111 2 111 2 212 2 2 2 _2_ 212 2 313 2 2 2 2 3. 334233. 2 2 2 34.43'34134.433434. 2 2 2 2 2 2 2 43'343443354 2 2 2 2 2 MTG. RAIL JAMB BELOW MI G. RAIL a� ✓, . i .' s:.- ply ... 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 111 2 2 2 --2-Ti: 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 1 . 4 2 3 ; 3 2 3 ; 3 3 2 2 2 2 2 3 2 4 : 3 2 3 4 : 4 2 2 5 , 4 1 1 1 1 1 1 A,B,M 2 2 2 2 2 2.2 2 21245 2 2 212 2 3 3 2 3;4 2 3:3 2 3 :3 3 4`4 2 3!3 2 4 4 2 4 4 2 313 2 4.4 3 414 2 4 3 2 514 3 4 4 2 4 3 2 514 (FULL DP) HEAD JAMB ABOVE 2 2' 2 Clark, P.E. PE 712 Sbuatur 53.125 ••71-1-1-417171•7771-1°17721,72 fPSF 41 167. 48 •67• • •76' 79 C,D,E,'h, HI�J; : 2 4 :2 • 1�1• .3 1 1 .2 , �'2 a• ' 2.2 .2 I � 1 ?, .3 1 3 2 3 3 2 3' 3 3 4 4 2 3 3 3 4 4 3 4: 4 2 3 3 3 4' 4 3 4 4 2 3: 3 3 4 4 3 5 5 2 4': 3 3 5' 4 3 5 5 2 4 3 3 5 4 MTG. RAIL JAMB BELOW A,B,M 2 2 2 2 2 2 3 2 '21-2-31737_3, 2 3 4 4 2 3,3 3 4 4 3 4;4 2 3 3 -4 3 4 3 414 2 3 :3 2 414 3 5.4 2 413 3 5.4 3 54:413 2 3 5.4 MC''RJL Ti 111 1 1 1 212 2:2 3 3 1 3 Rem* LW • • • ••• • • • ••• ,.°o•= EW MK r 1ff i „ ,. • , • .4 , . ® SYSG� 1070 TECHNOLOGY DRIVE NFL UM T =:: FJC !24/AB• "� • A tiDCHAN�E•TAISSt ,e� • • N P.O. O FL a.a xse sii adr NTS ®^* 9 a 11 ara� 4040-20 B amF J FJG 7 a.�.L J.4 2/23!07 ( I • • • • • • • •-• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.688 28211 33.754 39.298 44.839 50.382 55.925 — TP o o z,zN 0 o 0 0 O o N zrzN 0 o 0 0 O Q o Z 0 0 —ZN 0 0 y O 0 N z 0 o -2N O o O o N ZrZN 0 0 0 0 8 $ 0 N z 0 0 rz 0 0 N O 0 z 0 0 —z 0 0 a$ O 0 0 0 ez 0 wWOWGASS"OL�� WDTH 19.125 D, E, F, J, K,L 1 1 1 1 1 1 1 2 1 2 1 2. 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 2 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 79 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 PSF 79 2 2 2 3 213 31213 313 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 5 1 3 1 4 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5 1 3 1 4 PSF 53.125 79 79 79 66 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3' 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K.L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 8 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPES \ ❑ ago N^" S5 0 z §— U 0 za?o ^NN �U 0 94 0 z §. U o zMo -U�•^N 0 ESL o z V o zMQQ `- VNQNO 0 5S 0 z UU 0 za"10 °OaS9NV U 0 3 0 U 0 z�1 ^OniQN U 00 S z V 0 zMO —V 0 taiQN 5 0 z V —Otai U 0 �o us) Z N0`�Qu U z WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2, 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 3 213 31213 313 1 3 41313 41314 41314 44' • •21 21.2• 2 •2• 2 •3••2 1 3 3 1 3 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 4 4&000 • • •• ••6�91 • • 7•.479 • •Z• �i•1:2••` •T• 3 •3••1 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 73 66 72 6 2 1 2 2 2 3 1 3 41314 41314 51314 51315 51315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS • 2 -114" ELCO SS4 CRETEFLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 18112' MAX. FROM CORNERS JAMBS - 17112' MAX FROM TOP CORNERS 11 112' MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15° MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518° MIN. TO 38' MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE UMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOW. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL 112 (FULL DP) HEAD JAMB ABOVE MTG. RAIL 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 asaaer FJC FJC DIM • nnwo Deft 114/09• Debr FJC • • • • • ••• •• • %� R(pES�912YISRESSIRIC r®sYSIZE 9/237!7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1070 TECHNOLOGY DRIVE NOUOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34214 PIG" V * Behr ANCHORAGE SPACING, CUSTOM VIEW Tar ALUM. SINGLE HUNG WINDOW, IMPACT SM00 time 111MC NTS 10 411 4040 -20 B 4'7 ( L Clark P.• PE 539712 Swatoal EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE, (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) • 1 3/8" MIN., 114' TAPCON 11.314° MIN., U4° CRETE -FLEX 1/4° MAX SHIM tl MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE A � 1 114" L"' I MIN. •_.1111111.il 11111,111.111• i1:: :° 1/4° MAX SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1 3/8" MIN. AX 1 /4 "jMAX SHIM 1318 "A MIN. ® NOTES: 1. FOR CONCRETE APPUCATIONS 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 1314 ". 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -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 BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) .131" DIA. MIN. x 2 V2° NAIL. AT CORNERS AND 5" O.C. •• • i • • •• 1111 IIIIil11111 • ••• • 1 urn • • • • •MAX • • • • • • • • eSH • 1/4° MAX --.- SHIM WOOD FRAME •• DEYAILT,(1-bEAb) Rfratigp Dee FJC • •Rerkkeox IN • • • Dee • 11/13/Mi • 13 • per FJC a■ 1/24/V6 • ••• ••• • • • • • •• .131° DIA. MIN. x212 "NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5' O.C. DETAIL G, (SILL) �7 !DA7E�NCR�L#EEAIBD NOTES. NINE 6REFLATW ADANCHORS Gain* FJC Aft 817/55 DaieimA•,: J2 Tr/07 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34276 P.O.19X1521 NOKOMB. FL 94274 PIG" Vklbly Betur ANCHORAGE DETAILS Taw ALUM. SINGLE HUNG WINDOW, IMPACT aeaaias SxroO aa■ NTS see 11 d 11 D■ityn 4040 -20 •■ B ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • •41• • • • • • • • • • •• •• • • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.mianuldade.eov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The ;Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expeise of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08 /10 /2007, signed and sealed by Robert L. Clara, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. • MISSILE IMPACT RATING: Large Missile and Small Missile In*pact Resistant • • • • • • LABELING: Each unit shall bear a permanent label with the manufachrer's name or o,'city, eta% .and following statement: Miami -Dade County Product Control Approved",' unless otherwls�oted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed.and there bas 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 IT•ision ei c •huge in the materials, use, and/or manufacture of the product or process. Misuse of this NO4dv,p,p endorseuent of any product, for sales, advertising or any other purposes shall automatically terminate thil NOA T-i1ure to comply with any section of this NOA shall be cause for termination aid removal of ••••• • ADVERTISEMENT: The NOA number preceded by the words 'Miami-Dade County, Florita'.and followed by the expiration date may be displayed in advertising literature. If any portion of the NaA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the use by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 ,Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 • • MOO • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestrations Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS; 20'L' 94 3) Water Resistance Test, per FBC, TAS 202 -94• • ; • • • • 4) Large Missile Impact Test per FBC, TAS 201'94• • 5) Cyclic Wind Pressure Loading per FBC, TAS•�(S1 X94 • • • 6) Forced Entry Test, per FBC 24113.2.1, TAS•262j94 . Along with marked -up drawings and installation diagram of XOXal.ninum• • • • horizontal sliding window, prepared by Fenestration Testing Labor zory, Inc ;'est Report No. Y1'L -4859, dated 03/08/2006, signed and sealed by Fdlifitdo • • • Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 • ••.. • • • .• • •• • • • Manuel Per y Product Control a.:s"'. r low NOA No 07 -0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1°1'ED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERT1N'1CATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.Z. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) • • G. OTHER • • • • • •• • •• • • • • 1. Notice of Acceptance No. 06- 0405.09, issued to POT Industries; Ii*d.'for their 'eries "Alum. Horizontal Roller Window, Impact ", approved on 12/21/ )b6•and expiring on 12/21/2011. E -2 • •••• • • • • • • • •••• • •• •• • • •••• • • • • • • • • • •••• • • • •••• • • • • • •• • •• • • • • • • Manuel Perez, Product Control Ex NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16° LAMI CONSISTING OF (1) LITE OF 1I8° ANNEALED GLASS AND (1) LITE OF 1/8• HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX1KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. ffi8° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI 19: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3B" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI 10: (1) UTE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 318" AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER I. 13/16" LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16° LAMI 10: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4° AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16° LAMI 10: (1) LITE OF 1/8' OR 3116° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' LAMI 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: O�X XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE—DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS • FTL-4858, FTL -4859 AND FTL -5330. 04-a721•01, NI I 011 NOV • •AN ITA48 NDS-30 OW NSTUCTIO N • ADM2005AIW1INrJMIESIGNIMAIIUAL • •• • • • • ••• • 8. THIS PRODS •(fHA§ 9CEN SIGf�F•Q•& 1 StD�jQ COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL NTjrF-B IOPI4t4cIM LgNG THE HIGH VELOCITY t� HURRICANE ZONE (HVHZ). :, i i t. 9 F.K. • • • ••• ••• ••• 0 • ewe. • • • • • • 4/15101 • 0 FADD FM15330 TO NOTES 7 & CHOI NOTE 8ITO CURRENT EDIT. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST...._._ 6 EXTRUSIONS. 7 CORNER DETAIL 5 ANCHORAGE.... 8-11 Render FJC 10/17018 • 9 • • • • • • • • CHANGl3TO•ISTME•300 -02 • • • • 0 • 5/13/08 22.P28/06 Rmlvm• A cneme4ee: J.J. • • • • ADD AIR SPACE DIP& NOTE 1, TECH. REF. NOTE 7 & NOTE 8. 323/06 1070 T C2890LOGY DRIVE NOCOMIS, FL 39275 PD. SOX 1520 NOCOMIS, FL 34274 PST VIoibly Barter GENERAL IElbfES 1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SeonOlnie HR710 NTS 1 d 11 4127 -10 Roo C PRODUCT REVISED m cxmpiying with 8m Florida Eoik2 gCode Acrzp,e0ce No O: 5.04 EopuatiooDuta 1 By / ✓ /. ads Prod= ••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1/2° NOM. GLASS BITE 63,64,65 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS • tj3(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 aEXTERIOR INTERIOR I* (ALL SECTIONS) 112' NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16° OR 3/8° AIR SPACE • • • • • • • 3/16° ANNEALED (MIN.) GLASS 1 NtM.• 43/16 °41i41411f dLf S••W:5/16" LAMI • • • • • • • • • •• ••• •• • • • •• • ••• ••• ••• 3116: ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16° OR 1/4' AIR SPACE 1/8' or 3/16' ANNEALED (MIN.) GLASS 13116° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI — — PAODULTREVLSED — ascompl/iugwan8mFlorida PExpir i Cadc Accept= No O —.: - Q4 Expfration Dmc 3FJI e u / BY ° mo Rand Ely: F.K Oats • 4/15/4* • c• • • • • • • AO CHAPGE%11S SWEET • • Ra.sdax F.K. Dais • 10N7*6 •• R• • • • • • • • • NO CHANGE SHRS SIGNET • • • • Ramdar. F.K 00. • 5/13108 kmaralso A ADD A SPACE DIM. TO LAM! IG DETAILS AR F.K. 2/2/18/08 CM°rdar J.J. X06 1070 TECINOLODY DRIVE NOKdiS. PL 34270 P.O. 39X 1529 NOKO• IS. FL 34274 iE! Desatiator GLAZING DETAILS l as ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better S°vnad4 HR710 Suds Fu/I 2 11 4127 -10 Ra. C Ro L Clark. P.0. PE 939712 Structural ••• • • • • • • • • • • • • • •• •• ••• • • • • ••0 • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) - WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 . +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0. -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,KL +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A'B'C' G,H,I +60.0 -60.0 TO867116" D,EF, J,KL +75.0 -75:0 TABLE 3. OX AN - XStFLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" ( M') 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0' +75.0 -75.0 +75.0 -75.0 IMO •?- "-EiISED g, the Florida cadc Acceptance No 07-08/5.0 „ nmc�2atf : ' , ir 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75 0 -75, 0, +69.6 -69.6 +65.2 -65.2 t 74 "b A,B,G,H +75.0 -75.0 +75.0 - -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0" -75.0 > +68:1 - -68.1- +6378 -63.8 �- UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (X0)9, FTL- 4859JOX& XO) AND_FJL,5330 A. 5/16" LAMI -(1/8" A, .090,1/8" A) G. 13/16" LAMI_I0-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) B. 5/16" LAMI y(1it" i ,`990/8: H$)• • i i • C. 5/16" LAMI -?(4/8" HS1, :090,1:1r CiIS)i :.: 41. D. 7/16" LAMI -0(8/16"44:093,43:162‘A)* . . *A E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/X16" LAMS (3/16" HS, .090 3/16 HS) • . 13/16° LAMI IG -1/8" OR 3116"A, 5/16" OR-3 8" AIR SPA , 9 6" -CAMF- (1 /8 "A, .090, -176'H ) 13/16" LAMI 1G -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) 13/16" LAMI IG -1 /8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "HS) L J3/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) l.0 d 7 Robert LClerk P.E. PE 93.9712 Structural f5/�' • c• $oD rnrr�3R�. FIN �PRON&�UPpQ4TEAS7 4E 1300 -02 DFs 1� c DRIVE NOKO49S.FL34Dts P.O. moX 15� NOKOF�, FL 34274 DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FJC W1171� c H' ZEVI�'EL 'T.8LES=OiliSfI `�3O0 O2 a. +� o� ' A • SAACE Dtlfr TSPES•G THRU L F.K. ej F.K 5/13/08• D80` ?/28/08 8j J.J. ADD AIR -NSION GLASS D"a 323/06 Visibly Better sm..... � NR7r0 ""� MS 3 m 11 OiBgd° 4127 -10 °si C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8° MAX DLO -1. 54 5/16° MAX DLO FIXED —►{ VENT I 273/8' MAX. DLO VENT 27 3/8' MAX. DLO FIXED A 1 D D B B 113=0 =CO Render F.K. Render F.K aewres FX. 110° MAX. WIDTH I.F. FRAME 111' MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9116° MAX 33 9/16° MAX DLO FIXED 0-1 DLO VENT 1A 573/8° MAX DLO ALL FIXED UTES • • •• s • �• • .m • •• • •- •CL ""�•��•,,• • • • • • i • • i • • °'YY'x lvl 1.F. FRAME -1 • 0 ••• • • • • • X A 56° MAX DLO ALL , VENTS 62'MAX I.F. FRAME ALL CONFIG. 63' MAX FLANGE FRAME ALL CONFIG. 0 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX O • •ADD IN • F RAktE MAl D • AND CORNER 10/17 5/13/0 •CONSN,nD AIL FROM . 8 A NO CHANIiE THIS gIEET • X CCP 85 7116° MAX. WIDTH I.F. FRAME —+I +--86 7116° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET/5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) B N ).Y. ?REVISED r- "--7).::,71, � , with the Florida e.:Gde Ace. ::nce No Ot-O z 6.04 i rtion Date ?4727 Zo71 By ate, 1 • • • 0003 sr F.K 2/28/06 err0rmer mre: J.J. 3123/06 070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.0.139X 1529 NOKOMIS, PL 34274 ELEVATIONS PGT` ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vktbly Better HR710 NTS 4 d 11 Davabg Ma 4127 -10 Rea C ••• • • • 0 ••• • • • • • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• . •• • • • •• •• ••• • • • ••• • • INTERIOR EXTERIOR INTERIOR EXTERIOR ��— MAX. FIXED DLO -- 1 MAX. WIDTH (FLANGE FRAME) © SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME 1 INTERIOR MAX VENT DLO MAX FIXED DLO MAX FIXED DLO ---may MAX VENT DLO MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIf FRAME) jai: F.K • • • • • •• • • •• ••• • • • •• • • • ArERIOR • • • • • • ••• • • • • • • •• INTERIOR SECTION C -C A SILL HEAD (VERTICAL. SECTION, FliANGE FF IEl • • (VERTICAL SECTION, I.F. FRAME) A, (VERTICAL SECTION, I.F. FRAME)Q PRODUCT REVISED as comrl;ing with at Florida E::L�!e • Code Acc:i,'sna No in tim Data By rmmay. F.K. Reader F.K 4/157 • uaro 10/17 • 5113/OG• Rata. ODD INT•.GR•jl. FIN • • , ITEM.41, 42 AND 43 AND VIEWS. 4O!H4GE•flifS tkIleT• • • • NO CHANGE THIS STIEET • F.K. amnia 0;28/06 meet J.J. aft3/23/06 7070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 SECTIONS m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better t HR710 Half e 11 4127-10 Rue /7"7//le Robert L. Clark P.E PE 838712 Structural ••• • • -• • ••• • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • 00 •• • 0 • •• •• ••• • • • ••• • • /(1REVj DESCRIPTION 1 MAIL I PGI1 66 (;LASS 13/16" LMv I IG•1 /8 "A, 3 /8"AIR SPACE, 5/16" LAMI I /8 "A, .090 PVB, 1/8"A) 67 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE 5/16" IAMI 1 /8 "A, .090 PVB, l /8 "HS) 68 " 13/16" LAMI IG•1/8 "A, 3/8" AIRSPACE, 5/16" LAMI 1 /8 "HS, .090 PVB, 1 /8" 69 13/16" IAMI IG- 3/16 "A, 5/16" AIRSPACE 5/16" LAMI 118 "A, .090 PVB 1 /8"A) 70 13/16" LAMI IG3 /16"A, 5/16" AIR SPACE 5116" LAMI 1 /8 "A, .090 PVB, 1 /8" 71 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8" 72 " 13/16" IAMI IG- 118 "A,1 /4" AIR SPACE 7/16" LAMI 3/16 "A, .090 PVB, 3116"A 73 13/16" IAMI IG- 1/8 "A,1 /4" AIR SPACE, 7116" LAMI 3/16"A, .090 PVB, 3/16"HS 74 " 13/16" IAMI IG•1/8"A,1/4" AIR SPACE, 7/16" LAMI 3 /16"HS, .090 PVB, 3 /16"HS 75 13/16" LAMI IG3 /16 "A, 3/16" AIRSPACE, 7116" LAMI 3/16 "A, .090 PVB, 3/16 "A 76 " 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE 7/16" LAMI 3/16"A, .090 PVB, 3116" 77 " 13/16" LAMI IG- 3/16"A, 3116" AIRSPACE, 7/16" IAMI (3/16"HS, .090 PVB, 3/16"HSi 90 1014 SCREEN FRAME(HOR. & VER.) 3105 -HI4 AL 91 1630 SCREENCORNERKEYW/RINC POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RING POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCRffi.1 SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH O FLANGE FRAME HEAD #4102A, 6063-T6 Aso T k- 1.451 1 C) % SASH STOP #4025, 6063 -T5 Lf 1.349-.-1 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 • • • O GLAZING BEAD, 5/16" • • • #40448, 6063-T5 • • (USED W/ GRILL KIT) .678 1. —2.710 O FLANGE FRAME SILL #4136, 6083 -T6 .437 0 HORIZ. ROLLER TRACK #4131, 6063-T6 2 87 1.081 I�- 32 SASH MTG. RAIL #4006D, 6063HS-T6 ••• • • 1i ANCHOR QUANTITIES, XOX (1 /41/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (05) ANCHOR TYPE) &SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L Z3, WOOD 2, CONC' 1, CONC Z3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W r H HEAD & SILL y g HEAD & SILL m 03 HEAD & SILL rn g HEAD & SILL > rn g HEAD & SILL ; m g HEAD & SILL -, to 2. GLASS TYPES: g A. 5/16' LAMI - (1/8" A,.090,1/8° A) ; B. 5/16° LAM/ - (168' 0.090,1/8° HS) 53.125 x 38.375 48.000 50.625 54.000 80.030 83.000 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 1+02 +1+02 +1 2 C. 5116° LAMI - (118° 00,1/8° HS) D. 7/16° LAM/ - (3/16° ° 0,.0,.09D, 3116' A) 1 +C2 +1 +C2+1 3 1+02 +1 +C2 +1 3 1+02 +1 +(2+1 3 1 +02 +1 +02 +1 3 1 +02 +1+C2 +1 3 1 +02+1 +C2 +1 3 E. 7/16° LAMI - (3116" A,.090, 3/16' HS) 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +C2 +1 3 F.7/16""L LAMI 18'OR HS,.090, 3616° HS) G. 13116° LAM/ IG -118° OR 3118" A, 5116° OR 318° SPACE, 5716° LAM/ - (1!8° 0,.090,1/8' A) 1 +0+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +0+1 +0+1 3 1+02 +1 +02 +1 3 H. 13/16" LAMI 10 - 1/8° OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16° LAMI - (1/8" A,.090,1/8" HS) 1 +02+1 +02+1 3 1+C2+1+C2+1 3 1 +02+1 +02+1 3 1+C2+1+C2+1 3 1+091+02+1 3 1 +C2 +1 +C2 +1 3 L 13/16" LAMI 10 - 1/8° OR 3/16° A. 5/16° OR 318° SPACE, 5/16" LAMI - (1/8' HS,.090, 1/8" HS) J. 13/16° LAMI 10 - 1/8" OR 3/16' A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16° A) 1+C2 +1 +C2+1 3 1 +C2 +1+02 +1 3 1 +02+1 +0+1 3 1 +02 +1 +C2+1 3 1 +0+1+02+1 3 1 +03+1 +03+1 3 K 13/16° LAMI IG -1/8° OR 3/16° A, 3/16' OR 114' SPACE, 7116° LAMI - (3116° A,.090, 3/16" HS) 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +02 +1 +02+1 2 1 +C2 +1 +C2+1 2 1+02 +1 +C2+1 2 1+C2 +2 +02 +1 L 2 13/16" LAMI IG -118' OR 3116" A 3116' OR 114° SPACE 7/16" LAMI - (3M6° HS,.090, 3/16" HS) 1 +02+1 +C2 +1 3 1+C2+1+C2 +1 3 1 +02 +1 +02 +1 3 1+02+1+C2+1 3 1 +02+1+02 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02+1 +C2 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +02+1 3 1+C2+1+0+1 3 1 +02 +1+02+1 3 1 +62 +2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +62 +1 +62+1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+02 +1 3 HEAD & SILL 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 1 +C2 +1 +C2 +1 3 1+0 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2+1 3 1 +0+1+(x+1 3 1 +C3+2+C3+1 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX O.C. 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+2 +03+1 3 TABLE my: 74.000 x 38.375 48.000 50.625 54.000 80.030 63.000 1 +02+2 +02+1 1 +02+2+02 +1 2 1+02+1+C2+1 3 1+02+1 +02 +1 2 1 +C2+2+C2+1 3 1 +02+2+12 +1 2 1 +02+2+02 +1 3 1 +02 +2 +0+1 2 1+0+2+0+1 3 1 +C2+2+02+1 2 1+C2 +2 +C2+1 3 1 +01+2 +02 +1 2 X O X I1 +03+4+03 +11 3Imo-- ANCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 1+C2+2+(2+1 3 1 +02+1 +02 +1 3 1+02 +2+02 +1 3 1+02 +2 +02+1 3 1 +02+2+02 +1 3 1+02+2+C2+1 3 1+01 +2+02 +1 3 1 +0+1 +02 +1 3 1+02 +2+02 +1 3 1+(2 +2 +02 +1 3 1 +02+2 +02+1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2 +02+1 3 1 +02 +1+02 +1 3 1+02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +(2+-2+(x+1 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +62 +2+02 +1 3 1 +02 +1+02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02+2 +0 2 +1 3 1+03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.E x 38.375 48.000 50.625 54.300 60.000 83.000 1 +0+2 +02 +1 2 1 +02+2+02 +1 2 1 +02 +2+02 +1 2 1 +02 +2 +02 +1 2 1 +0+2+02 +1 2 1 +02+3 +02+1 2 1 +0+2+02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +62 +1 3 1+02 +2 +02 +1 3 1 +02+2+02 +1 3 1 +03+3+03 +1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1+02 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02+2+02 +1 3 1 +03+3+03+1 3 1 +0x+2 +0 2 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02+2+0+1 3 1 +04 +3+04+1 3 125 3/4' max -..--11-.-3" MIN. 1 +(2 +2 +(2+1 3 1+02+2 +C2 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +(2+2+02 +1 3 1 +04+3 +04 +1 3 PR(N)ucr i'. JISED Is csr,,.oaz with the Florida A.=;•- unceNoO .: .0q t 111 _ x t t 1 1 t O e t ! X 1 +C2 +2 +02 +1 3 1 +02 +2+02+1 3 1 +03+2 +03+1 3 1 +03+2 +03 +1 3 1 +(2 +2+02+1 3 1 +04 +3+04+1 REF 3 9" T' 106.375 x 38.375 46.000 50.625 54.000 60.000 63.000 1+02 +2+02 +1 2 1 +02+2 +02+1 2 1 +02+3 +02 +1 2 1 +(2+3+(2 +1 2 1 +0+3+02 +1 2 1 +02+4 +62 +1 2 T TNT.- / - 1 +02 +3+02 +1 3 1 +02 +2 +C2 +1 3 1 +03+3 +03+1 3 1 +03+3 +03+1 3 1 +02+3+02 +1 3 1 +03 +4 +03 +1 3 MTG. RAIL W/ QTY. OF (3) ANCHORS 1 +02+3+02 +1 3 1 +02+2+02 +1 3 1+03+3+63+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+4 +p +1 +4 ++1 3 EXAMPLE CLUSTER 1 +03+3+03 +1 3 1 +02 +2 +02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX Expiation Dale P271. -, i, J By 'i .. - "J6. .''.,. 1 +03+3+03+1 3 1 +02 +2+02 +1 3 1 +C4 +3+04 +1 3 1 +C4 +3+04 +1 4 1 +03+3+03+1 3 1 +C4 +4+04 +1 3 1+03+3+03+1 3 1+02 +2+02 +1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +04+3+04 +1 3 1 +05+4 +05+1 3 1 253/4" 111.000x 38.375 48000 50.625 ' 54.000 63.000 1 +C2 +3+02 +1 2 1+C2 +2 +C2+1a ! 1.094:+0E+1.2 1 +C2 +3+02+* 391•02+3+C2+1 2 1+02+4+62+1 2 I - TYP. �--1 " MIN. F�-3' MIN. 1 +02 +3+02 +1 3 1+02+2 +02.1 • 3 1 +C31 +O 3 -91183 i1+C31+3+q+S • 3.1 +02+3+02 +1 3 1 +03+4 +03+1 1 3 8' REF. 1 11 11 t 1 1- 1 1111 1 f' /0 G7 RDtxut L Mak, PE. PE 09712 Skuckaal 1 +02+3 +C2 +1 3 1 +02 +2+02 +1 •• • & 1 +C34 +003+1.3 • • ••• i+C3+3+C3 +�` • 3 1 +193+3+(3+1 3 1 +03+4 +03+1 3 { r X O X 1 +03+3+03+1 3 1 +02+2+02 +1 3 1 +0+3+0311.3 1+03 +3 +q+7 3 11+03 +3+03+1 3 1 +04 +4+CA +1 }- 3 1 �-60.000 1 +03+3+0+1 3 1 +02+2 +C2 +1 3 1 +04 +3 +C4 +1 3 1+04 +3+04+1 4 1 +C3+3+C3+1 3 1 +C4 +4 +04 +1 3 MTG. RAIL, TYP.- 1+03+3+03+1 3 1+C2 +2 +(;2+1 3 i +C4 +3+C4 +4 3 1 +r,43+C4+4 jt•1 +I 44vC4 +1 3 1 +05+4 +05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rovl By. Fit Deae 4/15107 ReWbe C UPDATE • • TABLE 4•SELECrwAINESDUSITNI • • • • rCHORCAP • ADJ • • p • umymm ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) **z ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rsaid8s F.K. Danz 10/17/06 RaWms 8 • • • • REVISEANCHOR•GEFOIi1AT•HEAD 8•7U•CLLJSjFitS • 1070TEC.NDLOGY DRIVE •NOKOka♦i. FL 34275 R�� DYS Revisions • • • • GLASS G THRU L . +.01.11110X 1328 F.S. Baw,el F.K 5/13!06 22&06 A gy, J.J. ADD SPACE �; 3/23106 DIMENSIONS TYPES 1 NOKOMIS. FL 34274 VLribiy Better _ MS _ 8 e 1 1 4 12 7 -10 az C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • 1 • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (1/3- 113 -113) WINDOWS TABLE 6 NOTES: • 1. ANCHOR TYPE: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE a &SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL co 2 HEAD & SILL > co a HEAD & SILL co 2 HEAD & SILL co 2 HEAD & SILL -, co 2 HEAD & SILL -, co 2. GLASS TYPES: 2 A 5/16° LAMI - (118" A,.090,118" A) B. 5116° LAMI - (1/8° A,.090, 1/8" HS) 48.000x 38.375 48.000 50.625 54.000 60.000 83.E 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 C.5 /18 ° LAMI -(1/8" HS,.090, 1/8" HS) E " LAMI 1 +C2+1+C2 +1 3 1+C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1+02 +1 +C2 +1 .7/16 - (3/16"A,.090,3/16"H) 3 E. 7/16' LAMI - (3/16' A,.090, 3/16• HS) 1+C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +02 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +02 +1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16° HS) 1 +C2 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +0x+1 3 G. 13/16' LAMI IG - 1/8" OR 3/16° A, 5/16° OR 3/8' SPACE, 5/16" LAMI - (1/8' A,.090, 1/8" A) 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1+02+1+02 +1 3 1 +C2 +1 +02 +1 3 H. 13/16' LAMI 10 - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090, 1/8" HS) I. 13118" LAMI 10 -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16° LAM1- (1/8' HS,.090, 1/8" HS) 1 +(2+1 +02 +1 3 1 +C2 +1 +02+1 3 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +(2+1+02 +1 3 1 +03+1 +03+1 3 J. 13/16" LAMI 10 - 1/8' OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16" A,.090, 3/16° A) 53.125x 38.375 a.= 50.625 54.000 60.000 63.000 1 +C2 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02+1+02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 2 K. 13/16° LAMI 10 - 1/8" OR 3/16° A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3/16" A,.090, 3/16' HS) 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1+02 +1 3 1 +02+1+02 +1 3 1+02 +1 +02 +1 3 L 13/16' LAMI IG -1/8' OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16' HS,.090, 3/16' HS) 1+02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+C2 +1+C2 +1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1+02+1 3 1 +03+1 +03+1 3 HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3f4' MFR CM CORNERS 60.000x38.375 48.000 50.825 54.000 60.000 63.000 1+C2+1+C2+1 2 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 2 1 +02+1 +02 +1 2 1 +02+1+02 +1 2 1 +02+1 +C2 +1 2 JAMBS: 9' MAX. FR M OM CORNERS AND 2212° MAX O.C. 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1+C2 +1 3 1+02 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +C2 +1 3 TABLE KEY: 1 +C2 +1 +C2+1 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1+C2 +1 3 1 +C2+1+C2 +1 3 1 +02 +1+02 +1 3 1+C3 +1 +C3+1 3 X 0 X 3 11+0.3+1+03+1! 3 ANCHOR QUANTITY PER JAMB 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +02+1+02 +1 3 1+03+1 +C3+1 3 AND SILL ANCHOR QUANTITIES 1 +C2 +1+02 +1 3 1+02+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +03+1+03 +1 3 1 +C2+1+C2+1 3 1 +03+1 +03+1 3 HEAD 68.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1+02 +1 +02+1 2 1 +01+1 +02+1 2 1 +02+1 +02 +1 2 1 +02+1 +02 +1 2 1 +02+1+02 +1 2 1 +C2 +1+02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1+02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1+02 +1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 1+C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +C2+1+C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1+02+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +03+1+03+1 3 1 +02+1+02 +1 3 1+03 +1 +p+1 3 1 +02 +1+02+1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 1 +03+1+03+1 3 1 +02+1+02+1 3 1 +03+1 +03+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02+1 +02+1 2 1+02 +1 +02+1 2 I 25 3/4" MAX - 1(--,3° MIN. 1 +C2 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02+1+02 +1 3 1+03 +1 +03+1 3 1 PRODUCT REVISED as wmnlyicg with file Florida B+wldtng Codc Aerxpsancl :Noo OBIS.01 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1+02 +1 3 1 +02+1+02 +1 3 1+03+1 +03+1 03 3 C i 1 X 1 1 111 O 1 X 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1 +03 +1 +03+1 3 9° REF 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +C3 +1 +03+1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 ��,-- ----/ 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1+(2+1+02+1 3 1 +03+1 +03+1 3 MTG. W/ QTY. KEY MAX OF (3) ANCHORS ABOVE) 84.D00x 38.375 48.000 50.625 54.000 60.0(0 83.000 1+02 +1 +02 +1 2 1 +C2 +1+02+1 2 1 +02 +1+02 +1 2 1 +02+1 +02 +1 3 1 +C2 +1+C2 +1 2 1+02 +1 +C2 +1 RAIL, 2 EXAMPLE TYP.- CLUSTER IN TABLE 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1+02+1+02+1 3 1 +C2 +1+02 +1 3 1 +02+1+02 +1 3 1+03 +1 +03+1 3 ,hationDmo P ©1 '01l 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1+03 +1 +03+1 3 (SHOWN Li., 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 1+03+1 +03 +1 3 1 +03+1 +03+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 t ^•^ T 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 t 1 25 3/4° 1+03 +1 +03+1 3 1+01 +1 +0211.3 1 +114 = +4+1 t3 03.1.1113+t 4 ,k+1+C3 +1 3 1 +C4 +1 +C4 +1 4 I --a- 1 12" TYP. I►-3° MIN. 88.437 x 38.375 48.(00 50;825 54.000 60.000 1 +02+1+02 +1 1+02 +1 +tx +1 2 1+02 +1 +02.1 3 1 +02 +1+02+1 2 1 +02+0+02+0 1 +CrL+ + 1 ift 1'C2*•1 +12"�21+�1 1+ 3 1i'C t�TY 3 0 +(x+1+02 +1 3 1+ 1+02 +1 rC�' 2 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 2 //,-------- /v .7 Robert L Clark P.E. PE 538712 sacee,rat 3 9 "REF. ' 1 1111 X 1 11 0 a 1 1 X 1+02 +1 +02 +1 3 1 +C2 +1 +C291• 3 1+101+? +C2+ 03 1 +01+1 +&2+} 3 •l- PC2+1+C 2 +1 3 1 +03 +1 +03+1 3 .. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C3 +1+03+1 3 1 +02 +1+0.2 +1 3 1+03+1 +03+1 3 1+02 +1+02 +1 3 1+02+1 +02 +1 3 1 +03+1 +C3 +1 3 1+03 +1 +03+1 4 1+03+1+03 +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL TYP.- 1 +31+03+1 3 1 +02 +1 02• +1 • TABLES � 39+C +1 +03+11 • V UE D TIAN � 1 +C3+} 4 +CL +1 3 1 +CA +1 +C4 +1 4 E�PLE CLUSTER W/ QTY. OF (4) ANCHORS FK .000 4113/07 C UPDATE R J• • ' `•C3 s • caatites ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) x�.aer FJC a� 10/17/00 B REVISE AHCHORA�EF0 9T HEAD! J . CLU�1!RS $7o1E oor owve NCK�e�, F•L 34.48 RIVE P.C. BOX 1628 NOKOMIS, FL 34274 T �.�- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FIG nmw,er F.IC Data 5/1306 228/116 ch.: er J.J. • • GLASSTIPESG7HRUL owe SPACE 323/08 DIMENSIONS 1 ' Visibly Better liR7t0 NT$ 9 a 11 �tlimM4 4127 -10 C ••• • • • • ••• • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: - ANCHOR TYPES & SUBSTRATE GLASS TYPES A, G GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES ,---1....... 74 °`ELCO TAPCONS ° 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A.5116"LAMI- (1/8'A,.090,1/8 °A) B. 5/16' LAMI - (1/8" A,.090,1/8° HS) C. 5/18° LAMI - (1/8' HS,.090, 1/8" HS) D. 7/16° LAMI - (3/16' A,.090, 3/16°A) E. 7/16° LAMI - (3116° A,.090, 3/18' HS) '• - ••• S ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H 0 c = 08 2 g 5S, O rn = e 2 .. O w 7 = a3 m ¢a 2, ul V1 _ °8 m 2 15 ao A t 1i N _ °8 m - a 6 5 = 03 m 2 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 G. 13/18° LAMI 10 -118° °R_3/1S' A 5116" OR 3/8° SPACE, 5/16" LAMI - (1/8° A,.09o,1 s., 7 G =178 OR 3116"-A75/ �#P 90 fl S) I. 13!18° LAMI IG -1/8° OR 3/16° A, 5/16° OR 3/8" SPACE,5 /16' LAMI - (1/8° HS,.090, 1/8" HS) J.13/16' LAMI IG -118° OR 3/16° A, 3118° OR 1/4' SPACE, 7116° LAMI - (3/16° A,.090, 3/18°A) K. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16' OR 114° SPACE, 7/16° LAMI - (3118° A..090, 3/18' HS) L 13/16' LAMI 10 - 1/8° OR 3/16' A, 3/16' OR 1/4' SPACE, 7/18" LAMI - (3118' HS,.090, 3/16' HS) 3.1MQUANTITIES NDOW ANCHOR QUANT ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 3 1 +02+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C3+1 3 1 +02 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +C2 +1 3 1 +C2+1 3 1+C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1+C2 +1 3 1 +C2 +1 3 1 +CZ +1 3 1 +C2 +1 3 1 +02 +1 3 1+C2 +1 3 1 +02 +1 3 1 +02+1 3 1 +C3+1 3 1 +02 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1+02+1 3 1 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1 +q+1 3 HEAD & SILL 101/2" MAX. ON EACH SIDE OF Mtt i ING RAIL CENTERLINE. 18 3/4 °MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: 0 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +q +1 3 1 +C3 +1 3 1 +02+1 3 1 +q +1 3 1 +C3+1 3 1 +02 +1 3 1 +q +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +9 2 1 +C2 +1 2 X 12+03 +21 3 ANCHOR t1UANTITY PER JAMB 1 +02 +1 3 1 +02+1 3 1 +03+1 3 1 +C2 +1 3 1+02+1 3 1 +03+1 3 I. HEAD AND SILL ANCHOR QUANTITIES 1 +C2+1 3 1 +C2 +1 3 1 +03+1 3 1 +02 +1 3 1 +02 +1 3 1 +q+1 3 1 +03+1 3 1 +C2 +1 3 1 +03+1 3 1 +C3+1 3 1 +02 +1 3 1 +03+1 3 C CENTERED OF THE MEETING CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. 0.C. ANCHOR SPACING) 3/a °MAX X 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 1 +q +1 4 1 +C2 +1 3 1 +C3+1 3 1+C3+1 4 1 +q +1 3 1 +04 +1 3 1 +q +1 4 1 +C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1+C2+1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +q +2 3 1 +C2 +1 3 1 +02 +1 3 2 +03+2 3 1 +C3+1 3 1 +C2 +1 3 2 +q +2 3 1 +q +1 3 1 +02 +1 3 2 +C3 +2 3 1 +q +1 4 1 +C2 +1 3 2 +03+2 3 1+C3 +1 4 1 +02 +1 3 2 +C3+2 3 9° REF. 118 -'-1 MIN. PRODUCT REVISED eS dorop ;,;n3`ritb the Florida Acceptance No- 0815.09 1 +q +1 4 1+C3+1 3 2 +C4 +2 4 1+03+1 4 1 +q+1 3 2+C4 +2 4 0 1 +C3+1 4 1 +03+1 3 2 +04 +2 4 1 +03+1 4 1 +03+1 3 2 +04 +2 4 r 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +02 +1 2 2 +02 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +02 +2 3 MTG. EXAMPLE CLUSTER 2 +02 +2 4 1 +C2 +1 3 2 +q +2 3 2+02 +2 4 1 +C2 +f 3 2+q +2 3 RAIL = _ _ _ - = W/ QTY. OF (3) ANCHORS 2 +03+2 4 1 +C2 +1 3 2 +03 +2 3 2 +q +2 4 1 +02 +1 3 2 +C3+2 3 2 +q +2 4 1 +C2 +1 3 2 +C3+2 4 2 +q +2 4 1 +C2 +1 3 2+03 +2 4 (SHOWN IN TABLE KEY ABOVE) Expiation Deta &L4I -/1 Sv ! /�. U I ' W a ± 2 +03 +2 4 1 +q +1 3 2 +04 +2 4 2 +03+2 4 1 +q +1 3 2 +C4 +2 4 1 +C3+1 4 1+03+1 3 2 +C4 +2 4 2 +q +2 4 1 +C3+1 3 2 +C4 +2 4 183/4° MAX 7 .000 38.375 48.000 50.625 54:00 2 +C2 +2 3 2+C2 +f •2 effc•2 +3 3 Z+ +2,' • 24-t2 +2 2 2+02 +2 3 _ -_._ in. (-'-3' MIN. 2 +q +2 4 2 +C2 2t1:3 +2 • Z +4+4 • i 2492 +2 3 2 +q +2 4 9° REF. L�a''G'/ fo o f Robert L Clark, P.E PE 639712 structural 2 +q +2 4 2+C2/. 3 +u +i i1+.0S+2: M 2.-.1142 3 2 +q +2 4 -I g +C3+2 4 2 +q +2 3 MEWL +03+2 4 2 +03+2 3 2 +C4 +2 4 63.000 2 +q +2 4 1 +q +1 3 2 +C4 +2. Z +q+2 5 2 +q+2 3 2 +C4 +2 4 CL STL EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2 +q +2 4 1 +CZ+1 3. 2 +C4 +2.4 a� +2 S .2r•C2,+,2 • 4 2 +C4 +2 5 a . 4/15/07 C CHG.TABLE# T516 ASELEC SJALUES sUEsoANCHOR CAP. AD! - • i ANCHORAGE SPACING, OX AND XO WINDOWS tsar PK. o. r 10/17/06 ,, B i • • • REVISE ANCH01M OE FORmAr,, HEAL* S2L CLUS RS • 1p7p � n�vE • NOKt�. FL 34275 - Ta*' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT °�° F.I( °°� 5/13/06 ° A • • 1 ADD SPACEDIMENS:ONS TO GLASS TYPES G THRU L • P.C. •OX 1529 Fito°a F.IC 2/28/08 am�aer J.J. mnr 3/23/06 1 NOKOMIS. FL 34274 Visibly Berter asrnaaa.t HR710 amec NTS °A1°` 10 a 11 a°'d�A1` 4127 -10 1°' C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4° MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1 Q CONCRETE ANCHOR, NOTE 1 1 /4° MAX SHIM WOOD ANCHOR, NOTE 2 DETAIL A 1 /4° MAX SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8° MIN. 1/4° MAX SHIM •--�•1 CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 1 3/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH L #12 TRIMFIT HEAD. 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 INSTAL 1 F17 DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT ©EDITION. (1.5 KSI CMU) OR PER NOTE 1 A ' (3.4 KSI CONCRETE) 1 13/4° EXTERIOR INTERIOR ° 'MIN. ED & SILL DETAILS TYP. 4 7 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & 1. SEE NAILING 1 3/8' MIN. © 1 3/4° MIN. MIN. 3.4 KSI ' ^ E.D. 'P=1• • •• CONCRETE 2x WOOD • "OUCK° NOTE 3 DETAIL C TYPICAL FLANGEFRAN�. SILL SI CTIpkys es o_:';::; .' ; v....:111:13 Florida AeztT.imoo 14o G E:.•iraticnDeo Ye t-- By offIrS DETAIL G (SILL)© DETAIL 1 (JAMBD ••• • • • © TYPICAL INTEGRAL FIN FRAME SECTIONS R.den affix F.K. 4/15/07 Raw Br F.K Daft 10/17/08 R°gdal FJC Cane 5/13/06 ax.° e° FJC 228/06 R°ere�x REVISE NOTES el& 7REC1iRBING TRIAN1TND. &1�18EDMENI. • • C ADD I.F. FRAME. C. NOTE TO F134'C &IRRENEEDmON' • • R°rtb¢ 1070 TECf4OLOGY DRIVE 8 •NOxUb1R FL 34275 gR.xa�v. P.O 80X 1528 y NOXOb9s, FL 34274 ar J.J. • • • • • • • • • REVISE EDGE LAST. •EMMEDUENT & SKIT.'REFERENCES • ADD NOTE 5. 3;13/06 • • • • • P T ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SoSsabit HR710 Half Shea Na. Iawy 11 m 11 4127 -10 Row C /7," Robert L Clerk• P.E. PE 638712 Swcu,ral ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ma erials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion - L.M.I. • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations AluniinutdTube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Roberti. dark, Pi,•ctated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Mural Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Prods Control pivisdon. MISSILE IMPACT RATING: Large and Small Missile Impact •••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge, etty ?state ard&„ • following statement: "Miami -Dade County Product Control Approved ", unless otherwise pvtedberein. RENEWAL of this NOA shall be considered after a renewal application has been filed aid theft has 1eti'fg • change in the applicable building code negatively affecting • the performance of this produc • •' • : • • : • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ch'a W the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04- 0528.04 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • •. • • • • 6P"' n A 0c• NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a 1x 4 x std. wall mullion, pr;p c4 by Fenestration Testing Laboratory, Inc., Test Report No. FTL .2903,.dated• • 01/05/01, signed and sealed by Antonio Acevedo, P.E. • • • "Submitted under NOA# 040528.04" • • • • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per F •T(iS 200•4; • 2) Large Missile Impact Test, FBC, TAS 201-94' • Cyclic Loading Test, per FBC, TAS 203-94 • „ „ • along with installation diagram of a pair of fixed alum. windows ,4c.a transom lite (0 /00 configuration) mulled together with a lx 2 x3/4" wal; vertiial m1llion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenest .tk Vesting*. • • • Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and seeiec1 • • by Antonio Acevedo, P.E. • "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. G : con, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1"1ED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERT1rICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTIiER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 • • • • • •• • •• • • • • • • •• • • • • •... • • • • • . •••• • ....D • • • . •• •• •••• • • • • •••• • • • • • •••• • .. •• • •• • • • • .. Jr' +++e D. Gascon,P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B", "C" OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS M1) M2) ANCHORS DETAIL A ANCHORS DETAIL A v / /Mai min / M7 1 M2 ^l / l / 1 W1 W2 to W = W1 +W2 H = H 1 +F12 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1-I-H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W14-W2 MULL LENGTH = H1 1 NA; 1. THE 33 1/3% STRESS INCREASE HAS SHEETS Z 3 AND 5. / H l ANCHORS DETAIL "B ", "C" OR D" AT BOTH ENDS AND AT BOTTOMS \\/,----\--- / /Mai min / l4/ W2 l4 W3- -W1 U! J, 11 W = W 1 +W2+ W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "B", "C" OR D" BOTH ENDS ANCHORS DETAIL "B" "C" 01? "0" BOTH ENDS MULLIONS W =W1 +W2 MULLION '(2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWAI DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A •M4XIMU i OF (V• UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT AP1"LICATRJ�,VS, • • • • • • 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975.• • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.03 • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION', • • • • ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOIE THE. HIGH VEL00170 HURRICANE ZONE (HVHZ). • • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY •TO 4-R�4NN9FER COAD•5 A TO THE STRUCTURE. •.• ••• •• •• • • • • • ••• • • • • • • •• ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W :100811CT RENEWED eldobveptIri am Media N• > ' Z. .O(. REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • iobmt 1. Clark. P.E PE #39712 Structural INDU Raved By: F.K. Revsd By: F.K. Drawn By: P.J.P. 5730/06 D- DAD NOTES 5 & 6 5%8/06 C D TECH. REFS. 48/00 Deserlptbn: 1" STANDARD WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/ Model: MULLS NTS Shaaa 1 5 Drawing 6220 Rev ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • / -1 W1 W2 , W =W1 +W2 MULLION '(2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWAI DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A •M4XIMU i OF (V• UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT AP1"LICATRJ�,VS, • • • • • • 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975.• • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.03 • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION', • • • • ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOIE THE. HIGH VEL00170 HURRICANE ZONE (HVHZ). • • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY •TO 4-R�4NN9FER COAD•5 A TO THE STRUCTURE. •.• ••• •• •• • • • • • ••• • • • • • • •• ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W :100811CT RENEWED eldobveptIri am Media N• > ' Z. .O(. REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • iobmt 1. Clark. P.E PE #39712 Structural INDU Raved By: F.K. Revsd By: F.K. Drawn By: P.J.P. 5730/06 D- DAD NOTES 5 & 6 5%8/06 C D TECH. REFS. 48/00 Deserlptbn: 1" STANDARD WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/ Model: MULLS NTS Shaaa 1 5 Drawing 6220 Rev ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT I x MULLION 1" MULL= " 2 MIN. FOR 1 " MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" WOOD BUCK\ 213(TYP)1(TYP 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 1" PGT ix MULLION SEE NOTES 2 & 3 1 MIN, 1 TYP ( ) 1 (TYP 2" OR 4" PGT 1x MULLION WOOD BUCK REMOVED TO CONCRETE 1 SEE • NOTE 1 WOOD MIN. /- BUCK 2� ! "( TYP)1i(TYP SEE } NOTE 1 } #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR EMBED SEE NOTE 2 NOTES: TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRL iL EDGE NOTE 1 '•: 1S 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". Ca./ L.-FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS 01? 1/4" SS4 CREIL -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. F,G�R A'1& -1c ? • • • LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FO R MULL•- TO+ELIP • • • TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP- TO- OPEIIIdG •; ; i i i i•. (MINIMUM OF 2 SCREWS PER CLIP). • • ••• • • • • • 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND • ••• PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. T F WS • OR, LQADIi G CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART" O I AiPPROYAL. • • • ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR j'LA?F,p. • • • • 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • • PGT 1 x MULLION-.- 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 PICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C "� 2" OR 4" 2 MIN. 2h(TYP) 18(TYP) #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 • WOOD BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" • u • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • •Robert • Clark. P.E. PE #39712 Structural Rov�dKBy: . Revsd By. F.K. INDUSTRIES o p 48/00 Description: 1" STD. WALL, CLIP INSTALLATION DETAIL 30/06 D- 00IfY NOTES 3 & 5 0 ' Revisions: C ADD EMBED. DETAILS 10N0 KEC" "o`°cr O5 ALUMINUM TUBE CLIPPED MULLION NOKOb1!$ FL 34275 P.O. BOX 1529 Sense /°todeh Scale: She.* Drawing tip. NOKOMIS, FL 34274 MULLS NTS 2 of 5 6220 0•0 • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •.• • • • ••• • • • • • • • •• •• • • CLIP LENGTH CHART FOR 1 x MULL MULL SIZE A' 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 3 11/16 L 4MAX. A/2 + - -$MIN. TYP SMIN. 14MAX. 1 } q 4M LA _J gMIN.-t 11 J J TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS LOCATIONS 0 1 1" MULL CLIP WJTABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 134-MAX' 1 ONE (1) ANCHOR LOCATION NOTES: 1 PICTORIAL REPRESENTATION ONLY. 1� ORRR'C QYAI&ITY OF ANCHORS, PLEASE REFER TO CHAPKS 1 MD •� QN • • SHEET 5. FIND THE CORRECT MULL_S/2E PAUSURE- REQUIRED FOR YOUR SPECIFIC APPLICA170N. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. • • • • • • • • • • • • • • 3. REFERENCE TEST REPORTS: FTL -190, :9013 AND* 2975. • • • • • • • •• • • • • • • •• • • • • • • ••• • • • • • • • (3)EQ.SP.© (A -3/4)/ {---3 M TYP. -3MIN. �--A - 2 THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • di•cbert I.•Clark. P.E. PE 39712 Structural INDUSTRIES Rered B. 5730/06 0—N Revision= HG THIS SHT Rersd B� 5%8/06 Roviskn C— REVISE SPACING Dronn 9r P.J.P. 428/00 Description: 1" STD. WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY ORWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Mho ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS NTS Sheet: 3 or 5 Droning No. 6220 Rev. D ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• ••• • • • • • • • • • • ••••• •• ••• •• • 1 x STD. WALL MULLS MAT'L: 6063 -T6 • - NOTE: • • • • • • • • • • • • • • • • • • 1. REFERENCE TEST REPORT F7L -2902, 2903 AND 29 ., • • • • • • • • • • • - • • • •• • • 1 3— 4 --.8 (TYP) TO BE USED ONLY W1THerPGT INDUSTRIES PRODUCTS RAF K. 9/06 9-NO G IMS SHT. F.P! L576/06 c 0 ct1G 7111S Stir 7rawa Bic P.J.P. 48/00 Description: •• • • • • • • • Robert•L Clark. P.E. PE 09712 Structural FAT INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS F1. 34275 P.O. BOX 1529 NOKOMIS; FL 34274 1" STD. WALL, MULLION PROFILES Rtte: ALUMINUM TUBE CLIPPED MULLION Sertes/Nadet Scats S1te t: MULLS 1X 4 a 55 Drawing No. 6220 Rev. D ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • CHART 1. - 1x2x.125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 CLIP TO OPENING (2) A (2) B 60 70 80 90 100 110 120 130 160 (2) A (2) B CLIP TO MULL (1) B (1) B (2) A (2) B (1) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (1) (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 129 115 107 104 103 103 103 103 103 103 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21 20 20 20 30 26 23 21 19 18 18 17 17 17 23 20 17 16 20 17 15 18 15 CHART 2. - 1x4x.125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 `130)> 160 CLIP TO OPENING (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (2) A (2) A (4) B (4) B (4) B CLIP TO MULL (3) B (3) B :(3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES ;(4'1 170 170 170 170 170 170 170 (3) B (3) B (3) B 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 170 170 170;; 170 170' 170 170 170 170 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 157 170' 162 158 157 157 157 157 143 134 127 124 122 122 122 170 160 7 141; 128: 119 112." 108 106 106 106 145 127;; 115; 106 100' 96 93 92 92 142 120 105 95 87 81 77 74•• 72• •71D 120' 102 90 111,; 94 83 88 75 722 60 65 53 81 74'' 59. 47 74 69 65 '65 63 60 6$ 57 • 53 4' 40 39 37 35 61: •S4 58: .53 Z0• 31 112' 33 • • • • • • . • 59; 41' 38 50 35 32 43 30 28 38 27 24 35 24 22 17 32 30 28 22 20 :10 20- 19 (Ai • •27 • 38 fa • 24 ••• •16i • • • • • -• •• • • Multiple Mulled Units Vertical Mull Mull Length Opening—„ Width Horizontal Mull Opening Width IL Mull Length 11 \,Opening Width Mull Length NOTES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. , SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY 1070 TECHNOLOGY DRME NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 WITH PGT INDUSTRIES PRODUCTS Rey Render F.K. Dra.n 9 P.J.P. 5V30 /O6 78/04 41428/00 D— NO CHG THIS SHr Revtskne: C— MARKED CHANGES DeemIethen 1" STD. WALL, PRESSURE CHARTS 1 & 2 nee: ALUMINUM TUBE CLIPPED MULLION Series /Model MULLS NTS Sheet of 5 Droving 6220 Rev. D ••• • • • • • • • • • • • • •• •• 000 •- • •• ••• • • • • • ••• • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • mgmEcwq 11 CEO 1 0 nua BY:31.4!rrnt .... v•IS OV-Pg PERMIT #: Miami Shores Villa e APPROVED BY DATE ZONING DEPT WIG DEPT SUBJECT TO DOMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS d