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WS-10-549Scheduled Inspection Date: June 15, 2010 Inspector: Bruhn, Norman Owner: ROMAN, RICARDO/ ISABELLE Job Address: 1310 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments June 14, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 139523 Permit Number: WS -4 -10 -549 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)757 -5446 Parcel Number 1132050230010 Phone: (954)792-4415 replace 10 impact windows Passedi c r', U Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 5 of 25 Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) ' �, 5 ,ko elk e Phone # 30S --) 5) - 5`-1 Li (.P Owner's Address 131 OJ (Di ° 1 City A tuiA S\M yt/S State Zip 31 Tenant/Lessee Name Phone # Job Address (where the work is being done) V ° .e- 1°k 5 T City Miami Shores Village County Miami -Dade Zip 331 Is Building Historically Designated YES NO Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor's Company Name `t T"°U roes Q►�2c.� Contractor's Address ‘ 51t) 30 ? Q City I'rO \ \LtW oc cS State 'ft _ Qualifier ( ) 4LkaritA C,5 (gs 11 Phone # 4`S`- 1 IS � Z� Zip MAR 3 '1 2 Permit No. WS 0 -* 54 C 1 Master Permit No. Electrical Plumbing Mechanical Roofing 7. Architect/Engineer's Name (if applicable) 1 . 1 'r e- &Af C k, ) Phone # 3S4 V $ Value of Work For this Permit nee Square Footage Of Work: Type of Work: Describe Wor ['Addition ❑Alteration ['New Lim Kepair/Replace ❑ Demolition © J, 2010 *,t,�,�,t,rrr,�, tea ,r,r,�rr,t,�+�,�,�,��,�,�,�,� Submittal Fee $ Permit Fee $ �� CCF $ , t-q0 Notary $ Training/Education Fee $ b' Technology Fee $ 15 Scanning $ la Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ Y K `1 `^t./' • (Continued on opposite side) ie f P_, \O p zcTN L( )<rrA,�.Q.D5 BY:.. .................... 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 Ali (DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: 4i/C Chc 10/14/03 Owner or Agent The foregoing instrument was acknowledged before me this d 5 d a y of V , 20It) , by 36 tbell€ 1)014 1 who is personally known to me or who has produced As ide 'fication and who did take NOTARY PUBLIC: �11p' , o 5 Sign: • ONA ;�0 Q a c ' Print: GG O ®c0 vegfr My Commission Expires: State Certificate or Registration No. C e (.,,o (Q 1 ' l Signature Contractor The foregoing instrument was acknowledged before me thisZ. day of 94 ? rO) , 20 (0 , by Iv µD . � • b3( 1.3411 who is personally known to me or who has produced as identification and who did take an ARY PUBLIC: Sign: Print: My Commissio (Certificate of Competency Holder) Certificate of Competency No. * * * * * * * * * * * * ** o Zoning Plans Examiner Engineer Primary Zone: 1600 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,904 Lot Size: 14,305.06 SQ FT Year Built: 1953 $50,000 / $501,338 M SHORES BAY PK City: ESTS PB 55-83 LOT 1 Legal BLK 1 LOT SIZE 92.890 Description: X 154 OR 15117 -2849 0691 1 OR 15117 -2849 0691 00 Year: 2009 2008 1310 NE 101 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Sales which are qualified Value: Value: Regional: $50,000 / $501,338 $50,000/ $500,788 County: $50,000 / $501,338 $50,000/ $500,788 City: $50,000 / $501,338 $50,000/ $500,788 School Board: $25,000/ $526,338 $25,000/ $525,788 Folio No.: 11- 3205 - 023 -0010 Property: 1310 NE 101 ST Mailing Address: RICARDO J ROMAN &W ISABELLE A 1310 NE 101 ST MIAMI SHORES FL 33138 -2611 Sale Date: 6/1991 Sale Amount: $300,000 Sale O/R: 15117 -2849 Sales $425,666 Qualification Sales which are qualified Description: $1,776,915 View Additional Sales Year: 2009 2008 Land Value: $1,144,465 $1,346,429 Building Value: $425,666 $430,486 Market Value: $1570,131 $1,776,915 Assessed Value: $551,338 $550,788 Year: 2009 2008 Homestead: $25,000 $25,000 2 nd Homestead: YES YES Property Information Map mil ci C# e o ;, Property Information Map Digital Orthophotography - 2007 0 = 117 ft This map was created on 3/12/2010 9:48:14 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Page 1 of 1 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 3/12/2010 5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. `l— o 514 i TAX FOLIO NO.1 -37.05 -07.3 • CO1 CD 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 wd s eet/addrgss: t ULA . too 5E5 to -1.4 v-c 5 - 'S'3 2. Description of Improvement: l b-A000‘45 3.Owner(s) name and address: ISGbed ck 2X1 Mb ..)E 101 ST WI atAA. 2,'3,13B Interest in property: -- 11.1" Name and address of fee simple titleholder: 4. Contractor's name, address and jahone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone: 954 - 792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom n tices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 9. Expiration date of this Notice of Commencement 123.01 -52 PA c 3 11/07 Signature of Notary Public: Print Name: (SEAL) Signatures i, .• ner(s) or Owner( )' Authorized Officer/Director/Partner/Manager BY ® 0 By f ■r3A 1-W2 Print Name 2 1 e" -t Print Name ° dJ Title/Office ` Title/Office ( S 311— STATE OF FLORIDA COUNTY OF MIAMI -DADE ��±± The foregoing instrument was acknowledged before me this a Cl day of _ By I, S Oil 2 "TINA. T.t/® ❑ Individually, or ❑ as for I ersonally known, or ❑ produced the following type of identification: VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. STATE OF FL Signatur•„(,` of Owner(s),or Owner(s)'s Authorized Officer /Director/Parthir+RaiS , , B or gin•! feted By WITiNESS try'rancl and Otfl ial veal. HARVEY RUVI ERK, Circuit and County Courts By D -C IGilall l 1HMINEIMICI C FN 2010R0221612 OR Bk 27237 Ps 19591 (113s) RECORDED 04/02/2010 12111 :22 HARVEY RUVIPtr CLERK OF COURT MIAMI -DADE COUHTYr FLORIDA LAST PAGE Space above reserved for use of recording office -es V' <st .o\ 4 0, j 8. In addition to himself, Owners designates the following person(s) t• receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. (the expl a on date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER - ', THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71 .13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 3 1 z 3 / Io �o ■■■■ .�. LII. MI AIWA L/L111111111 h? NM:4 MI I MEM IN In ■C� .�■ ■SEM a ■ ■ MIEN 41 ■ iM■10■■Li`J mil■ lRbo. EMEMMIIMIMI 111 ■■ LLLi11■ �.MMINIAJ OMME MEMO LLLL■ I■ L1la. ■ ■� k r WAIN. LMAI IIKM ■ ■■ �!u1JL1;'J V !•� IMMMIIMA 1.■e - �■ i 1 � �i■■I L LLL ■e �IL`7 `' t .I�LLLL1Ei;�ILLwJ IMMEMIMIMIE a■ I■EIM NIMMIMEMMIENM ' Mir KM EllielMEI II ■ WMI M �INE�M I: �7:71Fi llHJi U I IIA tI I! Entommimi IMPS ImmulAl ■w l EMIL% Jam■ Mir ■� = ■ 0J � ■�ri ■ ■ ■ ■��•• Ltl� ■ M N =� ME C ■■ _■ ...■■ .. i � TJ +i� ■■ ■■ ■ _� � L� ■ ■■LLL4■ Imo tliummi NMI NI a 1.• ■ Ss ■■ a_ ■ Iv En E LLl. r ornwikammou .�.. =LLB __IIN WIll• Mil IN GO E llistrik.. 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Mean Roof Height DESIGN PRESSURES (061-)=Zi lice 5 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft .2 +46.5 -59.8 -58.0 +45.2 +44.4 -56.7 +43.7 -55.6 +43.1 - 54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -63.1 +47.1 -60.6 - 58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +42.2 18 ft -64.6 - 82.1 - 80.3 +47.0 +46.1 -58.9 +45.4 -57.8 +44.8 - 56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 /"..."-- 20 -66. +48.4 -63.5 -61.6 , , :.1 +47.1 - 602 +46.4 - 59.0 +45.8 - 58.1 +45.3 - 572 +44,9 -56.4 +44.5 -55.8 +44.2 49.1 +44.9 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +48.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 +49.9 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 57.1 -85.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -' 50.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -882 562 +51.6 +50.6 - 64.6 +49.8 -63.4 +492 -62.3 +48,7 51.4 +48,2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67.1 +52.3 +51.3 -85.8 +50.8 -64.3 +49.9 -632 +49.4 52.3 +48,9 -61.5 +48.5 -80.7 +48.1 32 ft -73.0 +54.5 - 70.1 58.1 +53.1 +52.0 -66.5 +51.3 - 852 +50.6 - 64.1 +50.1 -63.1 +49.6 - 82.3 +49.2 -61.6 +48.8 34 ft -73.9 +55.2 - 71.0 -68.9 +53.7 +52.7 -67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 38 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 55.7 +51.3 -64.7 +50.8 - 63.9 +50.4 53.1 +50.0 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 - 67.6 +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 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 562 +52.0 - 65.3 +51.5 54.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +582 +55.1 -70.4 +54.3 -69.0 +53.8 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 552 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -68.6 +52.6 55.8 +522 48 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.6 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 - 71.0 +55.4 59.9 +54,9 -89.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 59.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -89.3 +54.9 ft - 83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +58.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (PS - Zone 4 10 ) 15 20 Tributary Are• Sq Ft) 40 45 50 25 30 35 0 -15 ft 4 +46.5 - 492 +45.2 - 48.3 +44.4 -47.8 +43.7 47.1 +43.1 -46.8 +42,7 -46.2 +42.3 -45.9 +41.9 45.5 +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 46.2 +422 18 ft ____---+482 "52'4 - 51.1 +47.0 - 502 +48.1 -49.5 +45.4 -48.9 +44.8 48.4 +44.3 -48.0 +43.9 47.7 +43,6 -47.3 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 - 50.6 +48.4 -50.0 +45.8 -49.5 +45.3 49.1 +44.9 48.7 +44.5 -48.4 +442 � -53.3 -52.4 -51.6 - 51.0 -50.5 -50.1 -49.7 484 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 +5t3 54.3 +49.9 -53.3 +49.0 -52.8 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft 58.6 +522 - 552 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -56.1 +51.8 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -58.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 - 53.9 +49.4 - 53.5 +48.9 53.1 +49.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 56.8 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 - 54.5 +49.8 -54.1 +49.4 38 ft 50.6 +55.9 -59.1 +54.4 - 58.1 +53.3 -57.3 +52.5 - 58.6 +51.9 -58.1 +51.3 55.8 +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 -582 +51.4 -55.8 +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 -58.8 +52.0 -56.4 +51,5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +56.2 -80.0 +55.1 -592 +54.3 -58.5 +53.6 -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 -80.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 - 58.1 +53.1 -57.7 +527 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 -: 5 9,0 +54.0 - 58.6 +53.6 -58 2 +53.1 50 ft 54.9 +59.9 -63.4 +58.3 -622 +572 -61.4 +56.3 -60.7 +55.6 -60.1 +65.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -85.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +58.8 -612 +58.1 -60.6 +55.4 -60.0 +54.9 59.6 +54.5 -592 +54.0 54 ft 58.0 +60.8 -64.4 +592 -83.3 +58.1 -62.4 +572 51.7 +58.5 51.0 +55.9 -60.5 +55.4 -60.1 +54.9 59.8 +54.5 56 ft - 88.5 +61.3 -64.9 +59.7 - 83.7 +58.5 -82.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 - 80.5 +55.3 -60.1 +54.9 ft -87.5 +622 -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 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 LORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTSND CLADDING ERIOR INT ZO E 4 PRESSURES 'EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION 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 THE3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT, FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a O • • • 4 ' 1 ELEVATION 1 • • • WALL ZONE FIGURES • • • • •• • • • • •• MRH= O -60! BASED ON Kd VO.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT C z �n DRWN CL TSB REMARKS NIT ISSUE REVISE FOR 07 FBC CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRI TEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGIi eBRiti4G: `•PRESS • 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954)•34 -0660 F mc: ti95g) 39 --4 WVSW.INGEXP OM• • • j. ERT • • • • • • • • • • • ••• • • • ••• • 1 of 2 BCS Home i Log In User Registration Hot Topics I Submit Surcharge } Stets & Facts Publications 0 FBC Staff € BCIS Site Map t an Search Product Approval USER: Public User Product Approval Meng > Product or Aoptcatbn Search > Aoo L5t FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Address/Phone /Email Quality Assurance Representative Address /Phone /EmaII Category Subcategory Compliance Method Referenced Standard and Year (of Standard) FL5859 -R3 Revision 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 @cw$.cc Windows Fixed •••• • • •••• Standard AAMA/101 /I.S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 •• •• Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received • • •••• • • • ••• •• • • ••• • • • • • • •••• • • ••• • • • lua, Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Certificate of Independence FL5859 R3 COI 510488A (Eval Rep PW -8300 Imoact).odf Year 2005 2002 2002 1994 • • • • • • • • • • • • • • • •••••• • • • • • • •••• • • •• • • • •••• 10/15/2009 8:54 AN FL # Model, Number or Name Description 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, 76" x 62 ", DP = +/- 67.5 psf (Impact w /heat strengthened glass, SGP). Large Missile, 48" x 72 ", DP = +/- 55 psf (Impact w/ annealed glass, PVB) Installation Instructions FL5859 R3 II CWS -159A (PW -8300 Impact).pdf FL5859 R3 II DuPont PVB NOA 05 -1208 02.pdf FL5859 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL5859 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AE 510488A (Eval Rep PW -8300 Impact).pdf Created by Independent Third Party: Yes • 5859.2 PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. 4 .imits of se A pprov for use in HVHZ: Yes AO ed for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5. Other: Large Missile, 72" x 76 ", DP = +/- 67.5 psf (Impact w/ heat strengthened glass, SGP). Installation Instructions FL5859 R3 II CWS -337 (PW -8300 Impact 72x76).pdf FL5859 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL5859 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AE 510870 (Eval Rep PW -8300 Impact 72x76).pdf Created by Independent Third Party: Yes 2 oft Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D • • • • • • •••• 12/19/2008 01/05/2009 01/09/2009 02/03/2009 DCA Administrator Department ofCommuNty Affairs Florida Building Code Online Codes and Standards 2555 Shuman/ Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Fbrida. AI rights reserved. Copyright and nkriah r.. -_ -. — Product Approval Accepts: -_ _ Back ICI • • • • • •• • • •••• • •••• ••• • •• • • • • • •• • • •••• • • • • •••• • •- •• • • • • • •• •• • • • • • •••••• • • • • • • • • • • •• • • • ••• • • ••• • • • • • • 10/15/2009 8:54 AN L. Roberto Lomas P.E. 1432 Woodford Rd. Clemrnons, NC 27012 336 - 945 -9695 Engineering Evaluation Report Report No.: 510870 •••• Manufacturer: Custom Window Systems • • 1900 S.W. 44 Avenue • �. ▪ • ▪ • ; •••• Ocala, FL 34474 ••:. Product Une: 8300 PVC Fixed Window — Impact • • •..• • • Compliance: • •.•• ▪ .... The above mentioned product has been evaluated for compliance with the requirements of the Fla � a j bnd jeittvf• Community Affairs for Statewide Acceptance per Rule 9B -72.070 method 1(d). The product listed Piei'em compiles vlith the 2007 Florida Building Code. . • • 1 of 2 • • • Product description: 8300 PVC Fixed Window. Frames and active sash are of welded mitered Lam@r'c onstru$tion. •. • •••• • • Supporting Technical Documentation: • • • • 1. Approval document: drawing number CWS -337, dated 8/19/08 sheet 1 of 11, titled 8300 PVC Fixed Window, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3530 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Frame Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5.0 psf design pressure, 15.0 psf water penetration. TAS 203-94 Cydic Pressure loading ±67.5.0 psf design pressure b) Report No.: NCTL 210 - 3530 -1A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Frame Installation. AAMAtWDMA/CASA 101/I.S.2/A440 -05 Design pressure: ±67.5psf Water penetration resistance 15.0 psf ASTM E1886-05 and ASTM E1996 -05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E18861 E1998 Cydic Load Test, ±67.5 psf design pressure c) Report No.: NCTL 210- 3530 -2, signed and sealed by Gerard J. Ferrara P.E National Certified Testing Laboratories. Orlando, FL 8300 PVC Faced Window, Fin Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 3-67.5 psf design pressure, 15.0 psf water penetration TAS 203-94 Cydic Pressure loading ±67.5 psf design pressure d) Report No.: NCTL 210 - 3530 -2A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Fin Installation. AAMA/WDMA/CSA101 /I.S.2/A440 -05. Design pressure: ±67.5psf Water penetration resistance 15.0 psf ASTM E1886-05 and ASTM E1996 -05 ASTM E1886/ E1996 Large Missile impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cydic Load Test, ±67.5 psf design pressure 3. Anchor calculations, report number 510871, prepared, signed and sealed by L. Roberto Lomas P.E. L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Gammons, NC 27012 Report No.: 510870 336 - 945 -9695 Limitation and Conditions of use: - • • •••• • • Maximum design pressure: ±67.5 psi • • ▪ • • Maximum unit size: 72 x 76 ••• • • Maximum Flange size: 77 1/4" x 73 1/4" ' . • MaximumD.LO.: 681/8 "x731/8 •••• •••• • Units must be glazed with 1" insulated glass consisting of 3/16° Ann exterior lite- Air - bagittid inbdatd Tte' consisting of 3/16" HS - .080" Sentry GlasPlus interlayer by Dupont j-3/16" HS per AS1 1 ago. . . • This product is rated to be used in the HVHZ. • • • • • This product is impact resistant and does not require impact protection in wind borne de4iMMgions. • Frame material to be white rigid PVC per N.O.A. 06- 1220.01. • • • • Sentry Glasplus per N.OA 07- 1116.04. • • • • • •••• • installation: • • • Units must be installed in accordance with approval document, CWS -337. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also. I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 2of2 • • • • • • • • • • • • )•A= OF CONTENTS GENERAL NOTES & ELEVATIONS-1 ANCHOR SCHEDULE & NOTES.. DP CHART & GLAZING...___._.. .... ......7 EXTRUSIONS & B.O.M. ..... _...... ..._ S INSTALLATION DETAILS.......»__.....10 -11 PICTURE W1NJsW gLEVATIANS (LARGE MISSILE IMPACT) 0117k Arl■ mar lay • • • PROPIIITN% AND OONFLOO W. • O {v • e. � -f ! • THE iV . • . • WINDOW SYSTEM MC. AN R REPRODUCTION IN IS THE OA AS PROPERFY OM '1rN9 9�ffall> A.S a , .. WINDOW aralFU8,wC.AN1'REPfgDIlOT10N OJ PAM OA AS AVYHd FL P. N0.82514 WRITTEN PEpI.88lON OF CUBTOAA WOJDOW SvBTEKR. MC.I9 PIiOFq • a• 1 f_ PVC IMPACT REOUIRFMFNT; 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDING HVHZ 2. GLAZING OPTIONS: (SEE SHEET 7) 3. CONFIGURATION: FIXED UTE •O'. 4. DESIGN PRESSURES: (SEE TABLES-SHEET 7) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1 300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10.11 FOR ANCHOR DETAIL 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL - 210 •3530 -1 , NCTL -210•3530-1A, NCTL- 210 3530 -2, NCTL- 2103530 -2A 0. SERIES / MODEL DESIGNATION PW -8300. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. e gP. - 41 •T•r ' • : d4�•H Ate FLARIDA 34474 ENERAL N•TES ELEVATIONS • LAR "CWS -337 1 OF 11 t • • • • ••• • • 4 ' • • • • • • • • `{. . • • • • ••• • • • 1.4‘ • • • • • • • • • • • • •• •• • • • • • •• • • • 13' MAXOC I TYP) r NOTES: r MAX ]3• MAX OO (TYP) GYM W MAX (TYP)P) SEE NOTE 2 ANCHOR LAYOUT - (FI.ANGEZ twwFRAME. cw s on WOOD 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, 2. SHIM AS REM) AT EACH SET OF INSTALLATION ANCIUSING LOAD BEARING SH ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. 3. LOAD BEARING SHIMS SHALL SE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. W000 SHIMS ARE NOT ALLOWED. 4.3/16' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8' INTO 2 BY WOOD BUCK. S. NS WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,‘ •-e ."� - A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE • MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). PROPRIETARY AND WNF10BtRAL THE DPORIAATION CONTAINED N THIS CRAVING IS THE SOLE PROPERIVOF MOO 9Y91EM9, INC. ANY REPRODUCTION IN PART OR A9 A WHOLE WRITTEN PION OP CUSTOM WDJDOW SYSTEMS. INC. EI PRpUR,w. ANCHOR LAYOUT THAu NALRO RN ODEON INSTALLATION ANCHOR (TYP) • • • • • .. • • • • • •• • SV4aTH A . FLORIDA 74474 •::,�:•,.•: - -•... • • i • s • •• ANCHOR SCHEDULE & NOTES • • • • LARGE MISSILE IMPACT 7/11/2008 CI NO: CWS -337 2 of 11 a ' • 2 ¶'VC F&&D reE • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • •• •• • • • 1 /2 FAN THE meow 8YSi9A'B, INC. .a " '11=F6111•046 F MB La g • NOTE: 0• • • .0- • • ti.. .. • • -. • • • - • • •• • •• ••• • • • 1. SEE SHEET2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME OR CLIP - MASONRY/WOOD OPENING. 3. MAX OVERALL SIZE MUS i NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS 014 SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF 187.5 LOCATE ANCHORS 13' MAX. O.C. • • • •• 0 • • • MATH AstE. RIDA 34474 FLG ANCHOR SCHEDULE - LARGE MISSILE IMPACT DATE: T �� q�{� .., jb • • � i i CWS -337 DWO. Nb.: ANY REPRODUCTpNN CONNOSMAL PART Op AB A WN� WITFDUEf��; >'•�.i B.E. b� • « . r JRAVT NY: • • 0 i • WRiREN PERMISSION OP CUSTOM WNCCW SYSTEMS. WO. IS Pte:.• �.! r • • • • • • • REV. LETIP�t. SHEEP. 3 of. 11 • ••• • • • • • • • • • • • • • •• •• • • • THE INFORMATION CONT ANEO CR4 NOO raoafrl7v • • • • • ••• • • •• 7/11/2008 1i MAIL O.0 ITTII r MAX ITYM I ' TRAPEZOID 6' MAX. InP1 L19GHOUSE ■ . 6 12 MAX. O.C. ITYPI OCTAGON GLE 7/11/2008 • C. Z ' • G PROPRIETARY ANDCONRD6TRAL • . • ' . • • • THE WFOR TU CONTAYEO N THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM . • WINDOW SYSTEM EC. ANY REPRODUCTION IN PART OR A8 A WHOLE WIfla(AITTHE it�1� SI '+ • WRITTEN • PERMISSION OF CUSTOM SYSTR36, INC. IS RRWIIBITED.... i• ,: . S 9 -- ' • NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REOUIREMENTS 2. THRU FRAME OR CLIP - MASONRY/WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF /- 67.5 LOCATE ANCHORS 13' MAX. O.C. • • • • • •• • • • • •• • •: •r!� i • • • •• FPIP 4TH A'I LA. FLORIDA 34474 ARCH. FLG ANCHOR SCHEDULE - LARGE MISSILE IMPACT • • •• • • • • f_ WS• • : "CWS-337 4 OF 11 • • • • • • IficincLE BLIA1521 121111ENA =MY NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2.1HRU NAILING FIN - WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. • • • • • • •• • • • • • • • • • • • • • • • • • L •ri • • 804 MIE. • • • • FLORIDA 34474 H. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT • • • • • • • • • •• •• • • • 1— MAX. 0. 0. DTPI MAX, MP/ 1 ff MAX. O.C. MAX. (MI IW MAMA 7E PROPRIETARY AND CONFIDENTIAL sis) de Lie . THE INFORMATION OONTAMm W nos ORAWPA7 is THE sae PAoPOmOFC TOM B ; C -337 MB. WINDOW SYSTEINC. ANY REPRODUCTION IN PART OR AS A WHOLE WIAg4T TN8 ° E WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, NC. IS PROHIBITED. .,. t / L r �, 8 OF 11 8 • S • • • • • £Y.[ • SHEET: • NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU NAILING FIN - WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. • •C • • • •• • ••;_•„ • • SMP' TH Att.. • FLORIDA )4474 :ARCH. RN ANCHOR SCHEDULE -LARGE MISSILE IMPACT 'UTE' 7/11/2008 3RAVWl BY: • • 3CAI$ • • • • • • • NITS • • 4 • • • 7WO.NO.: • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • 3116' HS- AR- 7116"LA1143/18'H5- AR-3/16i. 3/ 16HS- AR- 7116"LANI(3/16 HS- AR- 3116"HS) UHT HEIGHT (N) WDTH(N) GLASS TYPE 12 20 28 36 44 48 56 64 72 76 14 C,D 667.5 ±67.5 '67.5 167.5 ±67.5 167.5 _ ±67.5 167.5 ±67.5 :157.5 20 C,D ±87.5 167.5 667.5 ±67.5 *67.5 ±67.5 ±61.5 ±±7.5 667.5 ±87.5 *67.5 687.5 28 C,D ±67.5. ±67.5 ±67.5 667.5 1675 ±67.5 167.5 ±67.5 32 C,D ±67.5 167.5 667.5 167.5 187.5 ±67.5 ±67.5 ±67.5 ±81.5 ±67.5 38 C,D ±67.5 ±67.5 617.5 367.5 ±67.5 ±67.5 167.5 ±67.5 167.5 /67.5 44 C,D 667.5 167.5 ±67.5 667.5 167.5 667.5 ±67.5 157.5 667.5 667.5 48 C,D ±67.5 167.5 167.5 ±67.5 167.5 167.5 ±67.5 167.5 ±67.5 167.5 52 C,D ±87.5 167.5 167.5 ±67.5 167.5 167.5 187.5 /67.5 ±67.5 167.5 64 CD 187.5 ±67.5 /87.5 ±67.5 ±67.5 167.5 187.5 187.5 187.5 167.5 72 0,0 ±67.5 ±67.5 ±67.5 ±67.5 167.5 ±67.5 ±67.5 ±87.5 167.5 /67.5 316" AN •AR•5 /16"LAMI(1/6 "AN•AR•118'AN) -' MUT HBGFIT (I WDTH (N) GLASS TYPE 12 20 28 36 44 48 . 58 84 ' 72 713_./_, 14 14 8 . ±67.6 187.5 387.5 ±67.5 167.5 667.5 187.5 ±67.5 687.5 687.5 20 8 ±67.5 ±67.5 667.5 *.67.5 ±67.5 687.5 ±87.5 687.5 ±87.5 ±67.5 28 8 ±67.5 ±67.5 ±67.5 687.5 187.5 ±675 ±87.5 *67.5 ±67.5 ±67.5 32 8 ±67.5 ±67.5 ±675 167.5 167.5 687.5 ±87.5 ±67.5 687.5 ±67.5 36 8 ±87.5' 187.5 ±67.5 167.5 ±67.5 ±67.5 ±67.5 ±67.5 *67.5 ±67.5 44 9 ±87.5 ±67S ±67.5 187.5 187.5 387.5 ±67.5 ±87.5 ±87.5 ±87.5 48 0 ±67.5 ±87.5 367.5 ±67.5 667.5 1675 ±67.5 637.51 ±87.5 61 40 8 ±67.5 ±67.5 ±67.5 667.5 187.5 ±675 ±87.5 ±67.5 ±674(±876' 64 8 687.5 187.5 667.6 ±67.5 157.5 ±67.5 ±67.5 ±67.5 ±65.8 ±63.4 72 8 167.5 ±675 ±87.5 167.5 ±67.5 ±57.5 167 685.8 158.1 ±56.8 3/1695/1 -A MR -5/161 A M{ 1 /6'A N-A R-1 /5'AN) WIDTH (N 14 20 28 32 38 44 48 52 64 72 GLASS TYPE A A A A A A A A A A MITT HEIGHT (N) i2 167.5 ±57.5 *67.5 ±87.5 ±67.5 ±67.5 167.5 167.5 167.5 ±87.5 ±67.5 ±67.5 187.5 ±67.5 ±67.5 ±67.5 687.5 167.5 367.5 3167.5 28 ±67.5 667.5 187.5 187.5 367.5 667.5 ±67.5 687.5 ±67.5 367.5 36 667.5 167.5 667.5 167.5 ±87.5 667.5 ±67.5 ±67.5 ±67.5 *67.5 44 687.5 687.5 ±67.5 ±67.6 687.5 167.5 ±67.5 ±57.5 167.5 ±67.5 48 667.5 667.5 167.5 ±87.5 367.5 167.5 667.6 ±875 /67.5 ±87.5 56 367.5 /87.5 ±87.5 ±87.5 167.5 187.5 ±67.5 ±67.5 ±87.5 667 64 667.5 667.5 167.5 ±87.5 667.5 667.5 ±67.5 ±87.5 ±65.3 ±582 72 667.5 657.5 ±67.5 367.5 367.5 667.5 167.5 ±67.5 ±59.2 653.2 76 667.5 ±87.5 167.5 ±67.5 ±87.5 367.5 ±87.5 667.5 ±57.1 651.1 c PROPRIETARY AM CORFU:NOAL THE ORLWATWN CONTAIAD N THIS DRAWING IS THE 301E PROPERTY O WINDOW SIBTEMS. pc. ANY REPRODUCTION IN PART OR AS A WHOLE • � ,F ; WRITTEN PERS9SSION OP CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. • _ ,, 1 OVERALL 3/18' ANNEALED 1/2' AIR SPACE 8118' IAMI GLASS 1/8' ANNEALED 3'32' SENTRY GLASS PLUS 1/8" ANNEALED OVERALL 3/18' HEAT STRENGTH 3/8' AIRSPACE 7/18' LAW GLASS 3/18' HEAT STRENGTH 3/32' SENTRY GLASS PLUS 3/18• HEAT STRENGTH NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE GLASS TYPE B P OVERALL 3/18' TEMPERED 1/2' AIR SPACE 8118' LAM] GLASS 1/8' ANNEALED 3/32' SENTRY GLASS PWS 1/8' ANNEALED 1' OVERALL 3/18' TEMPERED 318' AIR SPACE 7/18 LAMM GLASS 3/18' HEAT STRENGTH 3732 SENTRY GLASS PLUS 3/18' HEAT STRENGTH Si1i44TH ALE. • FLORIDA 34474 OP CHART & GLAZING DETAIL - LARGE MISSILE IMPACT • • •• • • • • • • •• • • • • • • •• CWS-337 7 OF 11 OVERALL FLANGE HEIGHT TYPICAL VERTICAL SECTION, ALTERNATE RN FRAME • TYPICAL HORIZONTAL , • • PAOPRETARY AND CONFRIENRAL • %WM SYSTEM, WM MN Remobucno■ W PART Oft AS A WHOLS , P AriAll`S 14' e — vouT••• PERAISSICH OF CUSTOM WINDOW smuts. tM. IS PROHIWTED. --1717-- • • • NOTE: ITEMS 9, 11-14 ARE USED, BUT NOT SHOWN FOR CLARITY • • • • • • • • • • • • • • • • • • - • .4• • s`..• • • 965144TH AVE • • • • • A FLORIDA 34474 . A .5 THE INFOR/AAMN CONTAPSED IN THIS DRAWING IS THE SOLE PROPENWOM 1 .0 1.566ER-4)004 • •• • • • • • CT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT 4 . • FP1U • • ttS: • • EET: 8 0F11 — r' 'CWS-337 On • "pc, • • • AtAL . •• e • • • • • • • • • • • • • • • • • • • • • • • • • • • Item# 1 2 3 4 5 6 8 9 10 11 13 14 15 17 18 Part # H -6006B H -6006B H -6006B H -6006B S-6015 S-6016 P -3752 P -3438 P-3352 P -3684 P -3881 P -3613 P -3113 S-6009 Description Fr., PW, Main, Head Fr., PW, Main, Sill Fr., PW, Main, L Jb. PW, Main, R. Jb. Glz. Bd., Fxd. (3/4" O.A. LG) tk Bd., Fxd. (7/8" O.A. I.G.) Capylug,1 /2" Hole Hot Melt, TruSeal, "H" Set. Bik., 85 Dur., 1/8" x5/8" x2" Lg. PW- 8300.Q - 1d Cert. Label, NFRC Tab Temporary LbL (NFRC/DP) CWS LbL (logo) Glass, Fixed Screw Support for PVC GIZ, Bd., Fxd. (1" O.A. LG.) 4 • •• ••• • • • • • ,•• • • • • • • • • •• ••• •• • • ' ...! • • ••• ••• • • • • • • • • • • ' • • • • • • • • ••• • • • •• •.'•_0 • • • • •• • • • • • • • • • • • PVC FRAME FLANGE - H 60068 3/18' 7/18' r w 1ne' 5/18' 7L v1 7L 7 PVC GLAZING BEAD - S-6009 PVC GLAZING BEAD - S 8015 PVC GLAZING BEAD - 8 6016 PROM:RARE MO c MUM. FORMATIO CONTAINED DRAWING D Tits DRAW IS THE SOLEPHU`trt o fl PI f WNDOW SYSTEMS, WO. ANY REPRODUCTION /N PASTOR AS A WHOLE Y WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, PC. ISPRINENTEO. PVC FRAME FIN - H 6006A r w 4 1/1 B' t --- `11---3118' SCREW SUPPORT - P -3113 CORNER WELD (ALL SIDES) 190() SW 44Th AVE kW FLORIDA 34474 RUSION3 & B.O.M. LARGE MISSILE IMPACT 'TES' 3RAWNEY: 7/11/2009 -PVC FIXED UTE `SCALE AA) 9300 NTS )W0. CWS -337 REV. LET TER Ste': 9 OF 11 ••• • • • • ••• • . • • • • • • • • • • • • ••• • • : • • • • • • • • 4,1 • • •• •• • • • •l•• EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD • • • a. w• CONCRETE/ MASONRY WINDOW FRAME — SILL PERIMETER CAULK BY INSTALLER EEXXTOERIOR LIM ~ (MIN. EDGE DIST) • • • 1 • a • • • i •• r w• • •a�• Ira Er•• :w:.a a •• ►•• : • •• a. y • ft • >• • • Are•• •o' BY O�NRY • • • • • • • • • • • • CAULK BETWEEN BUCK AND OPENING BY OTHERS ••• • - L • ©VE se •• • • • • • • • ••• • • • • ••• •.''' • • • • • • • • • • • • ••• • • • • • • • • • • • s • • •• •• • • • •• •• • • • • • • • • • • • DRYWALL BY OTHERS (MIN EMBEDMENT) 1 O Y T WR B BUCK 1/4' MAX SHIM 1 (SEE MOTE 2&3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER 4 INSTALLATION ANCHOR, VW DIA. MASONRY SCREW •/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT GAULI( UNDER SCREW HEAD BY INSTALLER I e *-a"' - (SEE NOTE & 3 SHT 2) i WACONO N • !; • • • • S • • • i • • • • • HIGH STRENGTH sTRLICTURAL GROUT BY OTHERS Lue t�U4 EMBEDMENT) BY BOTC DRYWALL BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3/18' DIAL MASONRY SOREW w/ NEOPRENE BACKED WASHER THRU &CREW SUPPORT USE SOUR WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS 2UZ (MIN EDGE DIST. CM EMBEDMENT) BY BY BUCK 1/4' MAX SHIM (SEE NOTE 2 & 3 SHEET 2) PERIMETER CAULK BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER WINDOW JAMB EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS BY OTHERS PROPR6TARYAIDc0NREENRAL THE NFPRNATIDN WNTA2ED M THE DRAMA* IS THE SOLE PROP 6YSM .I wdmowBYBTEM&INM 11DNMPARTORASA 'T2 WRITMN PERMERIO IOFCUSTOMWNDOM SYSTEMS, NG 8 P . T. PA EOAAST SILL DETAIL IMALMIMMOMPO 114• MAX SHIM -.' (SEE NOTE 2 & 3 SHEET 2) PERIMETER CAULK BY INSTALLER o � 11/1141 8• MASONRY SCREW w/ NEOPRENE BACKED WASHER THRUSCREW SUPPORT CAULK UNDER SCREW HEAD INSTALLER Vain III 114• MAX SHIM (SEE NOTE d 3 SHEET 2) (MIN. ED E DIST) —I um! (MIN. EMBEDMENT) 1901) SW 44TH AVE. !FLORIDA 34474 TON THRU FRAME P TAIL - LARGE MISSILE IMPACT :PVC FIXED LITE 7FIAA Bert Va 7/1 112008 J L.1 D ' '1. � ` ! ' :0300 NTS - CWS -337 FL. P.E. Nt ..6ES14 --' 10 OF 11 (MI EMBEDMENT) • • • EXTERIOR FINISH 8Y OTHERS HORIZONTAL SECTION FRAME IWOOOI ��L BY • 0 a • BY OTHERS BUCK 010 SOREEWW ANCHOR, j ► SCREW SUPPORT CAULK BETWEEN BUCK 1. AND OPENING BY OTHERS OAIILK BEHIND FIN BY INSTALLER BBO FINISH PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER WINDOW FRAME HEAD 1]/2' (MI. EMBEDMENT) INSTALLATION ANCHOR, SHEATHING Oa WOOD SCREW ANOHOR BY OTHERS • ••• • • • • • • • • • •• • • • •• • • • • • • • • • • • • • •• •• • •• • • •• • • • • • • • • • ••• • • • • • • 2 BY BUCK SYOTHERS or MAX SHIM (SEE NOTE 2 & 3 ON SHT 2) WINDOW FRAME 11 PERIMETER GAUU( BYINSTALL - BY fN � **II: 111I ril ,41M BY OTHERS BUCK CAULK BEHIND FIN • BY OTHERS • • 4 • • •,,•:. 1 , , • rw ALIA OOD TICIN SOREW ANCHCIR ANOHO ' R • BY INSTALLER • • • • �hrr • •• •• •• BY OTHERS 14 MAX SHIM j (SEE NOTE 2 & 3 ON BHT 2) VERi1CAL SECTION • • 81rNIWOO81 • • • • ••• • • } • • • • • • '• • •• •• • • • BEDMENT) • • • SIX (MIN. EMBEDMENT) SHEATHING BY OTHERS d• EXTERIOR MESH BY OTHERS CAULK BEHIND FIN BY INSTALLER FROPRETARY ANDcombeDULL 1113 ORW TibN OONTA13ED N 71118 DRAWING 6 IHE SOLE PROPERWOF WNDW7 SYSTEMS. RID. ANY RFPRCOUCNON N PART GRAS A WHOLE W1IRTEN PERMlB81ON CF CUSTOM WNDCW SYSTEMS, NO. G PR2116b. , • 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 28 WOOD SCREW ANCHOR PERIMETER CAULK BY INSTALLER HORIZONTAL SECTION FIN (WOODI • — V4 MAX SHIM )SEE NOTE 2 & 3 ON SHT 2) WINDOW WRAP BY INSTALLER ac R LIDMAS • i FL P.E. NO.62814; ° . 4 c' pry • '0, f_.4 t „V p•0* bar C+o •ooP° . a,, . p 3+`3;..;8i /11 {4 M rs .a.. iaw S W 44TH AVE. • • FLOR)fA 84474 • WINDOW FRAME JAMB e 11 OF 11 BUS Horne G Log In User Registration I Hot Topics j Submit Surcharge I Stets & Facts I Publications i FBC Staff ! BUS Site Map Links I Search Product Approval Menu.> Product or Application Sear FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Product Approval USER: Public User Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL9520 -R2 Revision 2007 !r Approved Iication Detail Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE • • • • • •• • • • • • • •• • • •••• •••• • •••• • • Validation Checklist - Hardcopt R@dtiNtd ••••• •••• • FL9520 R2 COI 510190B (Impact Vin Eval).pcTf• • • • •• •• • Standard ear AAMA 450 -06 • • . 2006 ASTM E1300 -02 • • : • • • Lb62 ASTM E1886 -02 • • • • • • • •7-002 • • • •••• • • • http: / /www.floridabuilding.©rg/pr /pr app_ dtl. aspx?parar =wGEVXQwtDgvIkIvmuJRWCZ1... 6/9/2009 • • • • • • • • • • 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit js issued. In the absence of such posted notice, the inspection will not be a roved and a r ' , ction fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this 2 *10044** tibfatMbitciStatekoffrolielf . Scott Norman Thrasher * My Commission DD420065 �o►a°� x - 0411812009 * * day of NOTARY PIS Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 , 200(, by S�.vie-- l�yie„� 64.5 , As identification and who did take an oath. The foreg day of who is personally known to me or who has produced who is personally NOTARY PUBLI Sign : 1. Print: My Co ission Expires: , * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** l instrument was acknowledged before me this ( 0 by o me or who has produced C al ntification and who did take an oath. ans.xaminer Engineer Zoning Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum: Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Max. 63" Vertical Span. Installation Instructions FL9520 R2 II CWS 150A (Impact 3 In Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.odf FL9520 R2 II Mikron NOA 06 -1220 01.pdf VeHfled By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 in Mull Eval).pdf Created by Independent Third Party: Yes 9520. 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange 1 applications. (IMPACT) .Limit of Use • . 'roved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, 1 Max. 76" Vertical Span. installation Instructions FL9520 R2 II CWS -146A (Impact 4 In Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.odf Verified By Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101946 (Impact 4 in Mull Evall.pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Installation Instructions FL9520 R2 II CWS-192A (Impact 5 In Mull).pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101978 (Impact 5 In Mull Eval).pdf Created by Independent Third Party: Yes_ Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1996 -02 2002 PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 Back DCA Adminl&ation Department of Community Affairs Florida Building Code Online Codes and Standards • • • 2555 Shumard Oak Boulevard • • • • Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 • • • © 2000 -2005 The State of Florida. All rights reserved. Coovrioht and DlsQaimer Product Approval Accepts: CI IiI ICI Next • • • • • • • • • • • • •••• •••• • • • • • • •••• •••• • • • • • • • •• •• • •••• • • • •••• • • • • • • • • •• • •••• • • • • http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 • • • • • • • • • • • • • • • • •• • •••• http : / /www.floridabuilding.org/pr /pr app dtl.aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 ' 336- 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 4" Mull Bar Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar 1° x 4° 6063 -T6, part number 11-1604. Report No.: 510194B Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4" Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3424 -1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210 - 3426 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMAM/DMA/CSA 101/I.S.2/A440 -05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996-02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.25Ibs at 50 ft/sec. o Design pressure: 1.67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: 1.67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 741/8" • Maximum vertical mullion span: 76" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. lnstalladon: Mullion must be installed in strict accordance with installation instructions document CWS -146, Revision A. Window units must be installed to substrate according to window manufacturer's installation Instructions and/or approval documentation. Certification of Independence: • •••• • Please note that I don't have nor will acquire a financial interest in any company manufacturing oh &istributina 1Rd product(s) for which this report is being issued. Also, I don't have nor will acquire a financial imfgasan ,any ottfei • • en i nvolved in the i% i `' • • • • entity involved approval process of the listed product(s). . }y ,�� : :; R, • '. r i Y y� • ' V•, f`r �• 1 of 1 • • • • • • • • • ... i• '*.' ••• •• • •• • • • • • • 4 . , •• — f 1•j• �. , • • a • • ' • • • ';. ".' L .J�/25 4 • � i' 1 . t� . • • • . .. • 7r MAX. OVERALL HEIGHT • 10834' MAX. OVERALL WIDTH •• ••• • • • • • •• • • • • • • • TARLE OeCOJNIlle • • • • • • • GENERAL NOTES 8 EL.EVATIONB....._.._1 ANCHOR SCHEDULE....... DESIGN PR RE S_.. + . 5 . . „..S • EXTRUSION$ 111.0.111 '" �_ . .& • MULL BAR S1CT(ON VNFwS..._ • . • INSTALLATION OETASI4B. . ,•M.. • ....1317 • • •• •• • • • • • • ■■I • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4" MULL BAR ELEVATIONS SHOWN W /DIFFERENT OPTIONS ANCHOR CLIP 113 A/ /R• MAX OVERALL HEIGHT MAX.OVERA WIDTH 4.- — 37 ANCHOR CLIP J-IORIZ.NERT. MULLION FOR PVC WINDOWS 0 • $ PROPY 0014 lML - IZTAR TMff NA8TIONCOMTISM* 41T45OPAN P N PA 3 VE 80. w0W C 0W SYMMS.O . ANY R6PROOUOT10N PART OR AS A woman PERMISSION OP CUSTOMYANDOw SYSTEMS. PIC-14 • FL: P 1 A ▪ • UPDATED PER NEW FBC REOU ea SW 44TH AVE. FLORIDA 34474 GENERAL NOTES 8 ELEVATION 4 MULL BAR 4/13/1008 _ dev • ..6 . u; i Of7 MULL BAR INSTALLATION REWIREMENI$' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODS, CURRENT EDITION, INCLUDING THE HVHZ. 2. CONFIGURATIONS SHOWN; 1. VERTICAL 2. HORIZONTAL / VERTICAL 4. ALL MULLION EXTRUSIONS ARE 6063 -18 ALUMINUM. S. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 16 RESPONSIBILITY OF ARC}1ITEOT OR ENGINEER OF RECORD. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPUCABLE LOCAL LAWS, BUILDING COORS. ORDINANCES OR OTHER SAFTEY REOUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR4. 8. APPROVED 1IPACT PROTECTIVE SYSTEM O NOT REOUIRED FOR THIS PRODUCT IN AREAS WHERE w1ND BORNE DEBRIS PROTECTION IS REWIRED. 9. REFERENCE TEST REPORTS: NOTi. 210 - 3424 -1. NDTI.2104424 -1A, NOTL 2104424-2, NOM 2103424 -2A, NCTL 210- 34249. NCTL 2103424-3*, NOTL 210-3424-4. N071. 2103424 -4A INOTI. 210- 3426.1. NCH. 210-3428-1A. NCTL 2103428 -2, NCTL 210.3429-2A, NCTL 210 - 34283, NCTL 210.34283A, NCTL 210. 3426-4, 14071.210.34264A 10. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES. LENGTH AND ANCHOR SCHEDULE. (SWEET 2 8 3) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHAD. BE CONTROLLED BY THE LESSER DESIGN PRESSURE CUP OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC. 14. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED LIMIT, VERTICAL MULLION IS USED TO MULL 70P AND BOTTOM arms TOGETHER ANDIOR TO THE HORIZONTAL MULLION. 16.VERTICAL MULLED UNITS MAY BE MULLED INDEFIN)IELY AS WHO ASTHE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HEREIN. 'dD 4 kt 107'/07/08 3-148 Hr MAX O.C. GYP) NOM 1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT INSTALLATION INSTRUCTION, WHICH EVER REQUIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 311 r DIA MN TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 t /4' MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 910 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 3!S° MINIMUM EMBEDMENT INTO SUBSTRATE. A. WOOD • MINIMUM SPECIFIC GRAVITY OF G.0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 no C. MASONRY • STRENGTH CONFORMANCE TO ASTM C40. GRADE N. TYPE 1 (OR GREATER) • ••• ••• • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • 6' MAX (TIM ANCHOR THRU FRAME � iAT (T •• • • • • SEE NOTE 8 • • • • • 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 010 x 1 HEX WASHER HEAD TEK SCREW (ITEM 02). S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. FOR INSTALA QJ4 crateQW4JNIT% SEE TH% APPRPRIATE IONINSTRUCTION. 7. INSTALLATIONANCHORS6HALi IM AGCOrIDASICCWITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN S i4BSTRATOS VII THISTRBNNTH84LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. • • • • • • • • • 8. INSTALLATIOPTIMCHQIf(a1PACTI?S FOR PRtDOCTO PIEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPE r 'I PROPPAE RY AND COM'b64TIAL `r a . "m xr.'T: 0•4. o °' THE I N F O R M A T I O N DRAWING is THE BOLE PRY)RTY uc r. .r?. • WINDOW SYSTBUIB, 1140. ANY REPRODUCTION Al PART OR AS A W{ M IaFTT •"'i•+��!A WRftT4NPEAMB810NOPCUBTOMVINDON SYSTIDALIK.iBP I }IEBt • - WN BY: 1800 SW 44TH AVE. OCALA, FLORIDA 34474 117 ANCHOR SHCEDIILE 7 NOTES • 4' MULL BAR "'"'' PVC MULL BAR A I UPDATED PER NEW FBC REQUIREMENTS L07N710a TE: 411312009 "CW t4a 2 OF 7 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINgD, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE. BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS 394,9- / DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPIT INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAKRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 PP STEAM BOILERS SHOWER MOTORS OVER 1- 3 FP HOT WATER BOILERS STNK, POT /3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 hP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10 - 25 hP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT I STRIP HEATER FIRE SPRINKLER 1 I GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS I I HEATER- REPLACE I 1 GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL ` SPECIAL PURPOSE SWIMtfIIG POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK 1 UTILITY -WATER FIXTlRES I SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION P.M & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE YELL DOMESTIC WELL I AREA DRAIN ROOF INLET SOLAR WATER CHEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SE (GAS ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINgD, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• 4" HORIZONTAL 1.11. DN 1+1804 WTTH 8.1522 CLP, NPACT ( DESINN PRESSURE CAPACITY CHART, PSF) , . WD�W) (M UNT HB HT(H1) (I. TRA OAA(H2) 35 47 55 59 63 71 741/8 CLP'It) JAMB (2)B or (2)13 (2)13 et (2)B (2)B or (2)B (2)8 or (2)B ' (2)8 or (2)8 (2)B or (2)$ (2)B or (2)B 23 1/2 28 5/8 387.5 /67.5 187.5 167.5 ±87.5 187.5 187.5 29 1/2 26 5/8 367.5 687.5 ±67.5 ±67.5 187.5 /67.5 387.5 351/2 351/2 167.5 167.5 687.5 137.5 167.5 167.5 167.5 411/2 37 1/16 167.5 167.5 167.5 187.5 167.5 167.5 167.5 471/2 37 1/18 187.5 167.5 367.5 687.5 167.5 187.5 187.5 531/2 37 1/18 167.5 ±67.5 187.5 167.5 187.5 167.5 367.5 591/2 37 1/16 167.5 367.5 ±87.5 ±67.5 167.5 187.5 167.5 651/2 37 1/16 ±67.5 167.5 167.5 167.5 187.5 167.5 167.5 71 1/2 37 1/18 187.5 ' ±67.5 387.5 187.5 187.5 ±87.5 167.5 72 37 1/18 187.5 167.5 ±87.5 ±87.5 167.5 367.5 ±67.5 76 37 1/16 ±67.5 167.5 167.5 167.5 187.5 167.5 167.5 4" VB4rrCAL MNJLLI7N H-1604 WITH 8- 1522 CUP, WPACT (DESIGN PRESSURE CAPACITY CHART, PSF) ® SF.GLEU�TW W1 ,W Z ETC) IJ H H4 (M 171/2 231/2 27 1/2 291/2 311/2 35 .91 4 411/2 431/2 47 1/2 531/8 231/2 167.5 167.5 167.5 167.5 ±67.5 167.5 167.5 ±67.5 167.5 167.5 187.5 291/2 187.5 167.5 167.5 167.5 107.5 ±87.5 167.5 ±67.5 167.5 167.5 a 367.5 351/2 167.5 ±67.5 167.5 167.5 187.5 167.5. 187.5 ±67.5 367.5 187.5 367.5 411/2 167.5 187.5 167.5 ±67.5 367.5 167.5 187.5 167.5 167.5 167.5 187.5 471/2 187.5 ±67.5 167.5 ±87:5 387.5 187.5 167.5 687.5 *67.5 ±87.5 167.5 531/2 367.5 367.5 367.5 187.5 187.5 187.5 167.5 167.5 187.5 667.5 *67.5 591/2 367.5 187.5 187.5 ±67.5 167.5 167.5 167.5 _ ±67.5 167.5 187.5 167.5 65 1/2 187.5 • ±67.5 187.5 167.5 ±67.5 167.5 167.5 167.5 ±67.5 ±87.5 167.5 71 _ _ /67.5 ±67.5 187.5 167.5 167.5 ±67.5 167.5 /57.5 167.5 187.5 187.5 ( 78 � 667 5 ±67.5 167.5 ±67.5 3ST 5 167.5 ( 187.5 367 5 187.5 167.5 *87.5 A I UPDATED PER NEW FBC REQUIREMENTS I07J07/06 •• ••• • • • • • •• • • • • • ••• • • • • • • • I -: • • • • • • • • • • • • • • • ••• • • ��l • • • • • • • • • THE I • • • OW MB, G0. A � a R 1Cr NPARTO A� i , ,y , ; • • • • • • WWITEN PER0488I011orcuBft14WOpe SWIMS, N3. _ x 4 fit p R " ' j .i' SW 44TH AVE. ' eo ° 4 y 1 �� ft4RIDA 54474 ' SEMEN PRESSURE CHARTS. C hitiLL EAH '", • L �Q RTD •. .�. .�s LL 48 ". FL. J ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• {T'EM NO. PART NO. 1 2 3 4 5 6 7 8 9 43W H -1804 P -3787 S -1522 S -1606 S -1572 S -1571 411' 2 2118 • ••• • • • • • • • • • •• • • MULL, 13/8° x 4" PVC SPECIFIC #10 x 1" HEX WASHER HEAD TEK #10 x 1 1/2 ", PANHEAD PHILIPS ZINC #1O FLAT WASHER RETRO FIT MULL ANCHOR CLIP HORIZONTAL ANCHOR (PVC SPECIFIC) CAULK DRIP ADAPTER FLANGE ADAPTER 4 7.8' • 8118' ., � � 27118' ••• • • • • • • • • • DESCRIPTION I UL r • • ▪ RETR: M (1 1-145,22 •ALU I U�116063 fg • • • • e (FIN) • • • • • ••• • • • • • • • • • • 3 13 HOR)Z. ANCHOR S -1606 ALUMINUM 6063 -T6 _ 1/8• RETRO CLIP(4 ") S -1522 I t so ALUMINUM 6063 -T6 �, (FLANGE) '; , '' d 8116' DRIP ADAPTER S -i 572 ALUMINUM 6063 -T6 . �� 1• r w6- T FLANGE ADAPTER S - 1571 ALUMINUM 6063 - T6 4" MULLBAR H - 1604 ALUMINUM 6063 -T6 A 1 UPDATED PER NEW PEG REQUIREMENTS 101I0U0$ 1900 SW 44TH AVE. • FLORIDA 34474 Ex[RUSIONS & B0.- OF MATERIALS - 4• MUM BAR 1 ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROPMETARY AND u,wyc e. THE I FORTANTIO N CONTAINED N MS CRINNKI IS mE9�1. 61 WRITTEN PERMSBION OP CUSTOM WINDOW WICCAN SYSTEMS, DAINTY RBPROOUOTION•1 PARTD .s b 0 tr S M e s� rc r — . . •. . • • • • • • • • • • • • • • • •• •• • • • • •• NOTE: • ••• ••• • • • • • • • • • • • • 1. INSTALL=iQ11W4RT AkICH R PI:OFCTOrtAt IND • VERTICAL MULL BA .• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• • • VYERnCAl $Lr ECTION IWIiwrr s PROPMETANY AND CEEBTARL !• THE NPORMATON COP/MINED N T DRAWEES IS THE SOLE PpCPF1IT TO1f WINDOW SYSTEM,MO. AMNNEPRODUCTIONNPART CO AS AWH01$W TC• WRRTEC PERM1$S?OW OP CUSTOM WINDOW SYSTEMS. VC E PROMOTflg r • 1 . Hatua /V TER lC1 N c 03.* 1 ULl eAR •r FL P 4' n s . abatiO 0 74.. . 011 JA(E: 411312009 wawa.: CWS148 N++et1. OF T 00 ♦ • • ♦ ; i • '♦: •! •. L • • �° .;• °;w °' • •• • •• • 00 CAULK '; EXTE)0RPNISH I UIIW 4L VZIIIM BYOTHERa ♦. °i °• • ►• • • °• • •. °i . • °. •°. ♦ . �►. • moo° , • . •• • • • 00 • V; 4 i: INisTALIATION ANC DIA MASONRY ANC H R3118" WITH WASHER 4 INSTALLATION ANCHOR, 410 WOOD ANCHOR WITH WASHER (41) CAULK BETWEEN FRAME AND OPENING BY OTHERS BY BY OTHERS S EXTERIOR FINISH BY OTHERS PERIM 24 T FIT MULL B�AR(P (SEE NOTE 21 MULL BAR RETRO BAR CLIP PERIMETER BY INSTALLER as CONCRETE/M .50NR, BY OTHERS RETROFIT CUP (MASONRY) • • • • RO ( RYI • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •4• • • 2.> (MIN EDGE DIST) 1MIN• EMBEDMEN1) 1 BY�TTHEERRSBUCK 4* VERTICAL MULL EMI CAULK BETWEEN FRAME AND OPENING 1.1L4: BY OTHERS INTERIOR FINISH ay oniERs INSTALLATION ANCHOR, 3114' DIA. MASONRY ANCHOR, WITH WASHER (431) 1511C MUL EDGE DIST. INSTALLATION ANCHOR 3/18' DIA. MASONRY ANCHOR, WITH WASHER (44 SILL STOOL BY OTHERS (SEE NOTE) (MN. EMBEDMENT) LIEE PAK EMBEDMENT) INTERIOR FINISH BY OTHERS 4t •. • 4 1 BY WOOD BUCK • 4. 4 BY OTHERS 4."401 CONCRETEA(ASONRY -' EXTERIOR FINISH BY OTHPAS SY OTHERS SHEA AS RE D TO MAKE LEVEL FOR MULL BAR NOTE: FIT O (47A80IYRY) CONCRETERAASONRY BYOTHERS a• ICRIZ MULL BAR RETRO FIT MULL. BAR CUP BY RIMETER CAULK BY INSTALLER EXTERIOR RNSS)f BY OTHERS 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION • INTEIBORPINISH 2 5 ° BY OTHERS (MN EDGE DIET) PERIMETER CAULK BY INSTALLER e ► • 4 . • D. • a ; RETRO FIT_ MULL BAR (SEE NOTE 2) M BAR 1 1 1 1 of e .fi@ • • • • • p • • P s• it 14 • R O • P •• D D D , (( EMBEDMENT) l'.r7 , 10 1 to .e• a i. t .. •• s D LBJ ALTERNATE FIT ( W18ONRY) DETAII �i1i1�11" 1 Ig 2. RECESS RETRO FIT CUP T/4• FOR CLEARANCE 4 114. • WHEN INSTALLING WINDOW UNITS e._. - ':� x . . . :, :a P110PR4104YNO 00II1EN!ML . .e. e, , ^ ;.. " .�+ '' : `•,._ -. R THE INFORMATION CONTANEO M TH•ORAWNO IS THE BOLE J 1!S!i W44DOW BYSTEMS. PIN. ANY UCTgN V%PARTOR ABAWHOlB 1 L N9E pL WRRYENPERM NOF CUSTOM WINDOW BMTIENS. NC. B PR 4BrVPL •- . . s FL P.E M 52514' •.' - ,.�. :, a' f » *fl•' �. .7.... t•• t` . r ' ' P • . PERIMETER CAULK EXTERIOR FINISH BY OTHERS BY INSTALLER A VERTICAL (NSTAUATKON ANCHOR, 3/18" DIA. MASONRY ANCHOR, WITH WASHER (44 l UPDATED PER NEW PBC REQUIREMENTS j07/07/08 '• 9op 44TH AVE. FLORIDA 34474 RETRO FIT CUP/MASONRY INSTALLATION • C MULL BAR 4/1312008 (MIN OE DIST) 'TVA FiTlpJl1T r MEND) INTERIOR P1145H BY OTHERS ) • •e '' CAULK BETWEEN • , • FRAME AND OPENING No • ..BYOTNERS j OBY M `` • C • • •• •A•• 2 B WOOD BUCK OW 8OF7 CAULK BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER RETRO FIT MILL BAR CUP MULL VERTICAL WINDOW WRAP .BYOTHERS BY PERIME E T TE ER CAULK ER CAULK BE RN OTHERS a • • •• EXTERIOR FlINR�E • BY OTHERS • • ••• ••• • • • • • • • • • • • SHEATHING BY OTHERS @RE C PRU PRAMS (W • SHEATHE.* • BY OTHERS •• •• • • • •• N �■ •i. i 1 0 • ••• • - 1 • • •0 K • J vR CU I WF L p. FRA MME (WOOD) • • • • • • • ••• • • • • •• • • • • • • • • • to • • • ••• • • • • • • • • • • • a • • •• •• • • • •• •• ••• • • • ••• • • 4 VERTICAL MULL BAR 2 BY WOOD BUCK BY OTHERS (MIN. EMBEDMENT) RETRO FIT MULL BAR CLIP (NSTALLATKIN ANCHOR PIO WOOD ANCHOR, WITH WASHER (4X) INSTALLATION ANCHOR 210 WOOD ANCHOR, WITH WASHER ('X) (MIN. EMBEDMENT) NOTE 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS EXTERIOR RY SH BY OTHERS 1B/e (MW. EMBEDMENT) CAULK BEHIND RN BY OTHERS wtl.DON WRAP BY OTHERS PERIMETER CAULK BY INSTALLER MULL EC TION R T O CUPIFWPIWME(WOOD) 1. RECESS RETRO FIT CLIP 114 SO MULL BAR WILL BE FLUSH AGAINST WOOD BUCK AT JR AND HEAD. t. FICINNETMY AND COWIDMM1AL THE INFORMATION CONTANED W THIS DRtWNO • THE PROPERTY OF WINDOW DISTEND, DDC.ANY REPROCAZIMN INFANT ORASAWNOLFYiRHW3TT • wRRIEN PEMWS8KN OF CUSTOM WINDOW SYSTEMS. NC. 18 PROHIBITED. INSTALLATION ANCHOR. WITH wWASHER (4 X RETRO FIT MULL BAR CUP a' NORM MULL BAR c . PVC MULL BAR IAOO6L A 1 UPDATED PER NEW FBC REQUIREMENTS [07/07/08 W• •Y : A • TE:. r ND CWS -146 Etr: 7 OF 7 51 a4-1 k_15 c. G ig C.o,1Ec,J Con C ) neik �� * 4- ubcPc_F ida Building Code Online BCIS Home ( Log In Product Approval USER: Public User User Registration i Hot Topics Submit Surcharge i Stats & Facts Pub catbns FBC Staff BCIS Ste Map Links j Search Product Approval Menu > Product or Appflcatbn Search > A FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) http:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVX... Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext208 Ralph @cws.cc Windows Single Hung eport from a Florida Registered Architect or a Licensed Florida Professional Engineer •••• Evaluation Report - Hardcopy Received • • •••• • • • • •• • •••• • •••• Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE • •••• • • •••• • • •• • • • •••• • • •• •• • • • Validation Checklist - Hardcopy Received • • • • • • • • • FL5823 R4 COI 510484A (Eval Rep SH- 81,0.(rIn3act).adf• • • • • • Standard, AAMA /101/I.S.2 -97 AAMA /101/I.S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 Year 1997 2005 2002 2002 • • • • • • • • • • • • • • • • FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. „, �\ Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung 51-1-8100 Vinyl Single Hung (Impact) Limits of se Approv for use in HVHZ: Yes Appro /ed for use outside HVHZ: Yes ct Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05-1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep 51-1-8100 Impact).adf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/ -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. Installation Instructions FL5823 R4 II CWS -369 (SH -8100 Impact S2x72 100 DP).odf ••••• • FL5823 R4 II DuPont GP NOA •70-1 16-04_ •• FL5823 R4 II Mikron NOA 0.12 0 s 1.pdf •... Verifled By: Roberto Lomas 6254•• • • •••• Created by Independent Third Partys Yds Evaluation Reports • FL5823 R4 AE 510965 (Eval • 41006401-8100 Impaakt00 DP).pdf •••• • `••••` Created by Independent Third INW iir • • • • 5823.4 SH -8100 Vinyl Single Hung Oriel • SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI • sash. • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -295 (SH- 13100 •mpact 52196).pdf FL5823 R4 II DuPont PVB NOA•05 -1208 0it)Q1• • • FL5823 R4 II DuPont SGP NOA 07- 1116 -0 A>df• • FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).pdf Created by Independent Third Party: Yes rida Building Code Online http://www.floridabuilding.org/pripr_app_dthaspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 • • • • • • • • • • • • • • • • rida Building Code Online DCA Administration Department of Communly Affaks Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2I00 (850) 487 -1824, Fax (850) 414 -8436 © 2000 - 2005 The State of Florida. All rights reserved Copyright and Dkctaimer Product Approval Accepts: http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?param *al INextl • • •• • • • • •••• • • • • •• • •••• • • • •••• • • • • •••• •••• • • • • • • •••• •••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • • •• • • • L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3168 -2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t75.0psf design pressure, 10.13 psf water inflitration TAS 203-94 Cyclic Pressure Loading t75.0psf design pressure b) Report No.: NCTL 210 - 3168 -2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886 -02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±75.0 psf design pressure c) Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.13psf water inflitration TAS 203 -94 Cyclic Pressure Loading *67.5 psf design pressure d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSI /AAMAINWWDA 101/1.S.2 -97 Design pressure: ±67.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 • • ASTM E 1886/E 1996 Cyclic Load Test, ±67.5 psf design pressure • • • 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L Roberto Lomas P.E. 1 oft • • • • .,. X55 • .. , r .., r a :a .. o .. ° ° a � "q . fi r • °r".". s aaf •rf.t t * • • 1a >• Imo Luis R. Lomas, P.E. FL No.: 62514 07/162008 • • •• •• • • .•• • • •••• • • •••• • • •••• •• • • • • •••• • ••• • • • • • • • • • • • • • • • • •• • •••• • • •••• Unit size Max. D.L.O. Design Pressure Rating Impact Rating Up to 37" x 63" 31 9/16" x 27" t 75.0 psf Large and Small Missile Impact Up to 53 1/8" x 76" 4711/16" x 3311/16" t 67.5 psf • Large and Small Missile Impact L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Limitations and Conditions of use: • Units must be glazed with'" IGU consisting of outboard lite 1/8" Ann — A'r — 5116° laminated inboard lite consisting of 1/8" Ann — .090" Dupont Butacite PVB interlayer -1/8" Ann per ASTM E 1300. • Dupont Butacite PVB interlayer per N.O.A. 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per N.O.A. 06- 1220.01. installation: • Units must be installed in accordance with approval document, CWS -155 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). ` ottl l I1f// /i ": '''•• V. E IT t9Ae / NO V s,.�t .n. a Zia. *• 5 •° °,y. • �1 ° • TAT OF . g. 2 of 2 ,t . °v.. d'Sr4NAt'�ti / ///triii>rttt� Engineering Evaluation Report Report No.: 610484A Luis R. Lomas. P.E. FL No.: 62514 07116/2008 •. • • • • • • •••• • • • • •• • •••• • • • •• • • • •••• • • • • • • •••• • • • •• •• • • • • • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2300 sq. ft. X (3) = 6900 Laundry @ 1500 = 1500 (2) appliance @ 1500 = 3000 11400 Adjustments: 1st 3000 @ 100% = 3000 Remaining (8400) @ 35% = 2940 5940 ( Gen. lighting ) Gen. lighting = 5940 Stove = 8000 A/C (heat) @ 100% = 10000 Dryer = 5000 HWH = 4500 Sprinkler pump = 1200 Pool Heater = 9000 Pool pump = 1200 46340 ELECTRICAL CONTRACTORS 1936 N.E. 148th Street North Miami, Florida 33181 (305) 949 -6373 Dade CC#16353 Broward CC#86- CME- 1046 -X LOAD CALCULATION 46,340/ 240 = 193.08amps Javier Reynaldos 246 NE 92nd Street Miami Shores, FL. 33138 76" n MAX. La OVERALL FLANGE HEIGHT 74 314' UNIT HEIGHT r MAX SASH HEIGHT wWv 53 618° MAX OVERALL FLANGE HEIGHT 52 3B" MAX UNIT HT 24 5/5° MAX. SASH HEIGHT 53 1/8° — MAX OVERALL FLANGE WIDTH 51 7/V MAX. UNIT WIDTH 47 11118° GLASS DLO 451L16! GLASS DL EQUAL SPUT 53 116" FLA GEINIDTH 51 7/8° MAX. UNIT WIDTH 4711/18' GLASS DLO 0 ALUM GLASS DLO 60/40 SPLIT ORIEL SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) • 3111Z GLASS DLO 21 3/8 GLASS DLO 33 112' GLASS DLO 33 11116" GLASS DLO 1 •• ••• • • • • • TABLE OF CONTENTS : • GENERAL NOTES & ELEVATION% • • • ANCHOR SCHEDULE & NOTE81,.•......2• • • DP CHARTS & GLAZING DETAIL......_3 SECTION VIEWS. ..._. ...... - ... » ..............4 EXTRUSIONS & B.O.M. 5 INSTALLATION DETAIL.. .... • . ...... ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • • • 69 MAX OVERALL FLANGE HEIGHT 681/4 MAX UNIT HEIGHT 30 12° MAX. SASH 83 tor MAX. OVERALL. FLANGE HEIGHT •• • - • •- 63 1/8" MAX. OVERALL FLANGE WIDTH 51715° MAX. UNIT WIDTH • • • • HEIGHT 82 1/18• MAX UNIT HEIGHT 24 5/15" MAX SASH HEIGHT 47 11118' GLASS DLO 451/15 GLASS DLO 5 HI SASH ORIEL 63 1/V MAX. OVERALL FLANGE WIDTH 51 718° MAX UNIT WIDTH 47 11/16" GLASS DLO 45 U16" GLASS DLO 4 HI SASH ORIEL 13_1/Z GLASS DLO 33 1M" GLASS DLO 21° GLASS DLO ) pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. B. REFERENCE TEST REPORTS: NCTL 21p3188 -2 , NCTL- 210. 3168 -2A , NCTL- 210- 31663 , NCTL 2t03168 38 9, SERIES / MODEL DESIGNATION SH -8100. 10. WOOD BUCK OR STUD FRAMING 70 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 37° MAX OVERALL FLANGE WIDTH 35 3/4 MAX UNIT WIDTH 31 8118" GLASS DLO 63" MAX OVERALL FLANGE HEIGHT 61314° MAX UNIT HEIGHT 30- SASH HEIGHT 78 15/18° GLASS DLO EQUAL SPLIT GLASS DLO 27 3/18• GLASS DLO ■ft 4µ. % • "i . w 0 a . ep 5 PROPRIETARY AND COWIDEN1NI ,. =Matt +0 THE INFORIMnaN CONTAINED INTIIS ORANINO 1S THE SOLE L R LoMAS .. WINDOW SYSTEMS. INC. P C. ANY REPRODUCTION IMPART OR AS A ` P . 5251* 7:114 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PR ^ - M Ni 0 46e 0 ko • yyq 6 • 7 / f 41,4 i A ] UPDATED PER NEW FBC REQUIREMENTS ] 07/07/08 ,, SW 44TH AVE. . r FLORIDA 34474 c • . ORAL NOTES & ELEVATIONS - IMPACT ° s 5 PVC SINGLE HUNG SCALE ADE E. NTS <EV. LEITF3G: A "' • ` 7172008 P43. NO.: CWS -155 SHEET: 1 OF 8 T H H OuF ` m a ci ( 6A NaYttPE ( SPECIFC FoR 76D.P I • • 4" MAX (TYP) 4• MAX •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •, • • •• • • • • ••• • • MAX. O.C. (TYP.) SEE NOTES MAX o.c. (TYP) 1 1 113" MAX O.C. • • ANCH NAI83 FIN (W0 OP5 L (SPECIFIC FOR 780D.) INSTALLATION ANCHORS TYP. MAX MP) MAX (TYP) INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1(18" 1S PRESENT. 3. WAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY W000 BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED. 5. #10 W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13(8" INTO 2 BY WOOD BUCK. S. R WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. •• ••• • • • • • •• 9. INSTALLATION ANCHORS S BE IN C5 E H MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL "y. NOT BE USED IN SUBSTRATES %WITH STS I S NOVAUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR C *CITIIB FOR PRODUCTS HEAEINIAREEIASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIESk''. ' • A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C•90, GRADE N, TYPE 1 (OR GREATER). • ••• ••• • • • • • • • • • • • • PROPRETARYANucOAFIREN I. • - • • • • • • • • ••• • • THE INFORMATION CONTAINED M TM60RAWANC3 IS TIE SOLE PROPERTY. • WNDWY SYSTEMS. INC. ANY REPRODUCTION IN PMT OR AS A WHOLE WAT • • • • • • • • • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROH®ITF . • • ANCHOR LAYT - (FLANGE) FRAME 6 CLIP (MASONR Y OG! (SPECIFIC FOR 67.5 D.P.) • • • • 0 O —12° MAX 0.C. (TYP) BEE NOTE 2 Al 3 'T is p JY� A. 01"(...`7. 8 ae..t' MAX (TYP) MAX 4" (TYP) B - MAX O.C. LL INSTAATION ANCHORS TYP. S" MAX O.C. ANC LAYOU - (FINI THRU SWUNG FIN (WOOD ) (SPECIFIC FOR S7.6D.P,) SEE NOTE 8 UPDATED PER NEW FBC REQUIREMENTS 1 07/07/OS s SW 44THAVE. CALA, FLORIDA 34474 ! - • NCHOR SCHEDULE & NOTES - IMPACT O 7RAINN BY: 7 ATE: M., 7 ;l � ,r : re -PVC SINGLE HUNG ADE 7172 � ��•�"" • *Co ow • SCALE: 3WO. N0.: O Fr$T. L. ROBERTO LOMAS .* i . a . . ^ - 8100 NTS GINS - 155 duiTXE FL. ACN0.02814 ^ h .e o . LEV. LETTER: A : 2 OF 8 WIDTH 00 231/2 27112 21112 31 112 35112 38112 41 1/2 43112 471/2 51112 ( 19113 28112 A, B A, B A, B A, A, B A, A, B A,B A, B A,B MODUAR81LES (WT - WIN= 5Q WNW ILI 27112 261/2 +761 -75 +75/ -75 +751 -75 +751 -75 +75/ -75 +87.5/ -87.5 +67.5 -67.5 +67.51 -67.5 +57.5/ -67.5 +87.51 -87,5 +75/ -75 +751 -75 +751 -75 •751-75 +75/ -75 + 67.51 - 57.5 +67.51 -67.5 +67.51 -67.5 +87.5/ -67.5 +67.5! -57.5 • • • • • • • • • 31 1/2 +751 -75 +751 -75 +751.75 +751 -75 +75! -75 +6751 -87.5 +87.5/ -87.5 +87.5! -87.5 +67.5J -67.5 +87.5!•87.5 COMMODITY 8¢BB (TIP to UP( A, B aritli 28 35318 80518 +75/ -75 +75/ -75 •751 -75 +751.75 +751 -75 +751 -75 +751.75 +751 -75 +75/ -76 +87.51 -87.5 +87.51 -67.5 +67.5/•67.5 s IM +75/ -75 +76! -75 +75/ -35 EWE r • •• ••• • • .W • 11 • •• • • • • • • • • • • ____ P i • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • 35 112 +75/ -75 +75/ -75 +751.75 + 75/ -75 + 751- 75 +67.51 -675 +67.51 -875 +57.5/ -67.5 +67.51 -87.5 +67.5! -87.5 MONT 381/2 +751 -75 +75/-75 +761 -75 +751 -75 +751 -75 +87.5/ -87.5 +87.51 -67.5 +57.51 -67.5 +67.5 1 -87.5 .87.5 1- 87.5 • • • • • ••• • • 41 112 +751 -75 +751 -75 +76/ -75 +751 -75 +751 -75 +87.51.87.5 +87.61 -67.5 +87.5 / -87.5 +87.5/ -87.5 +87.51 -87.5 72 +87.51 -87.5 +87.5/-67 +87.51.87.5 87.51- 67.5 314' OVERALL 116' ANNEALED OLA88 SHe• AIR SPACE 5116• LAMINATED 118' ANNEALED GLASS 3132° DUPONT PVBINTERLAYER 1/8" ANNEALED GLASS 43112 +75/ -75 +75/.75 +76/.75 +75! -75 +751 -75 +875 / -87.5 +67.51-67.5 •87.5/ -57.5 +87.5 / -87.5 +87.5!47.5 +87.5 .5 87.5/ -87 +67.51 -675 +87.5/ -87.5 471/2 +751 -75 +751 -75 +751 - 75 +751 -75 +751 - 75 +87.5! -87.6 +87.51 -87.5 +87.51 -87.6 +87.51 -67.5 +87,51 -57.5 61 112 +75/ -75 +75/ -75 +751 -75 +75/ -75 +751 -75 +87.51 -87.5 +87.5/•87.5 +87.51 -57.5 +67.51 -87.5 +87.51 -87.5 GLASS TYPE fl PROPICETARYAND CONRDENThL THE INFORPARON CONTAINED IN THIS ORAWM8IS THE SOLE PRO WINDOW SYSTEMS. INC. ANY RepRODVCUON IN PART OR AS A WRITTEN PERMSSSION OF CUSTOM WINDOW SYSTEM S.INC. IS 53112 +75/ -75 • 761- 75 +751 -75 +761 -75 +75/-75 +67.5/87.5 +87.5/ -875 +87,61 -87.5 +87.61 -67.5 +87.51 -87.5 851/2 + 75/ -75 +751 -75 +751 -75 +75/ -75 +75/ -75 +87.51.67.5 +87.5/ -87.5 +87.5/.67.5 •57.5/ -87.5 +87.5/ -87.5 314 OVERALL 1/8° TEMPERED GLASS 5118" AIR SPACE 5118' LAMINATED 1/8" ANNEALED GLA88 3132° DUPONT PVB INTERLAYER 118" ANNEALEOOLASS 661/2 •751- 75 +75 75 +761.75 *751 -75 +75 -75 +87.5! -87.5 +67.51 -67.5 +57.5/ -87.5 + 87.5/- 87.5 +87.51 -67.5 y + 1 S t . ., FL P.m No. 62514 1}.r , �, f• . + 83112 +57.51 - 67.5 + 87.51 - 67.5 • 87.6/.875 +67.5/ -87.5 +87.51 -87.8 +87.5/ -87.5 +67.5/ -87.6 +87.51 -87.5 +57.5/ -87.5 +87.5.!•87.5 Le. 681/2 +67.51 -87.5 +87.5/ -67.5 + 87.51.67.5 +67.5/ -87.5 +57.51 -67.5 +87.5! -87.5 +87.51.87.5 +57.51 -87.5 +87.51 -87.5 +87.51.87.5 671/2 +87.51 -57.5 +87.51 - 67.5 +87.5/.67.5 +87.5/ -87.5 +87.5/ -87.5 +87.5/ -57.5 +87.5/- 87.6 +87.5 /- 87,5 +87.5 / -57.8 +87.51 -87.5 800 SW 44TH AVE. ,ALA, FLORIDA 34474 PC TS LAZI G 71112 +57.6 - 67.5 +67.5 - 87.5 +57.5/ -67.5 +87.51 -67.5 +87.5/ -67.5 +67.51 -87.5 +87.5 - 67.5 +87.51 -87.5 +67.5 1 - 67.5 +87.51 - 87.5 743/4 +67.51 -87.5 +87.8/-87.5 +87.51 -87.5 +87.6/.87.6 +87.5 /- 87.5 +87.51 -57.5 +87.61 - 87.5 +87.51 -87.5 +67.51 -57.5 +87.6 /- 87.5 NOTE: 1.IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER 5 PVC SINGLE H 8100 7/7/2008 CWS -155 30F8 • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• • • • ., M • GLASS TYPE SEE SHEET 3 TYPICAL VERTICAL SECTION • • • •• • • • • • • • • • • • • • • • • ▪ • • ••• • • • ' • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • •• • • • •• • • ALTERNATE FIN FRAME TYPICAL HORIZONTAL SECTION NOTE: LEFT SIDE SHOWS FIXED CUT AY. RIGHT SIDE SHOWS SASH CUT AWAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 37° WIDE ANCHOR 63" H104. F OTE: ITEMS USED BUT NOT SHOWN FOR CLARITT E.20,2325,26,31 ,37 ,44,48,47,49 - 52,55,83,64,67,E • .. DETAIL A i !! rf IMPACT HOOK SPACING: 1) SILL HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH 13 GREATER THAN 3T. 2J SASH CATCH: A) 2...tre FROM BASH CORNER TO EDGE OF CATCH. 8 A THIRD CATCH 13 CENTERED IN SASH IF UNIT WIDTH'S GREATER THAN 37*. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN UP. A ( UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 i» • • X900 SW 44TH AVE. '• .../6r FLORIDA 34474 J4 ' SECTION VIEWS & ALT. FRAME - IMPACT hem a Part a Description Win FL SH w /Fig., PVC Heidi 4 5 9 9 10 ]1 t 1 13 14 15 16 17 111 15 11 22 33 24 1,5 16 17 15 30 31 31 37 35 39 40 42 43 44 45 46 48 49 51 5 2 53 54 915 61 63 41 65 66 67 68 69 7a 7t 71 145031 1+8031 1.46031 138031 146001 8.1499 148627 H.1497 H8028 &1498 346004 6-1499 58018 8-8018 841018 136018 8.6013 84014 8.8029 8.1578 8.1558 8-1606 53059 P3048 P 3783 P3784 P3215 P3893 P3429 P3765 P3788 P-4081W P4748W R3359 P3858 R3342 P3752 F.3438 P4L18 83352 P3713 P3981 P 3813 P3281 P3218 P4218 P5321 P 3581 1X3225 83029 83033 H6028 Matt F., SH w /Pig., PVC. 80 Min R., SF{ •ARg., PVC, L. it Main F., SH w/F19., PVC. R.D. 1956. Rid Fad Reid. Fxd. OAR Sash Most RN, W C tieid. Bah Meet. Rai Sash Bottom Rat PVC Rain!. 8.11.18/6.13.R Sash 61ddTop'S06 Rat Reid.8.B,R/B.S.R file. Bd., 314 ",Fzd., Fbris. Gk. 8d., 334 ",Fxd., Vero Gk. Bd., 3/4',Sash, Hartz. 02.13d., 3/4 ",Sash, Vert. stn Adapt.,wI*,P40, 'Sam Adept.. P/C,Vart. Sash Stop 1 Feet, PVC. Vert. Fr. Ceteh. PVC. MD., SH(st HS(J) Sash Catch, P/C, hpect Anchor Op Balancer Bash Car. PVC Take Cad Clp Lack kCact PVC Keeper:, twat. PVC Weep Omer wl Flap Paid. Plate. FMB. Wstp.. 0.270 x .1879808 Fi,Seal Gray dB x 2.000Ffi FH dbx0.625 Flt P18IIS8 08 x 1.250 RI FH TEL WM. N8 z 0.825 Cuad 534194. Whk N8 X 3/8 Ph R11E( 2 58x 318'Rt R1TE(2 Seam Seder, 5145504 Cap Pttg.lt2" Feb Hot Mel. TruSeal, 1131 Mel, TruSeal Set. Mk, 85 Cwt. 1/8°x55r•2'Lg. 8948100 Gard Cork Label WC Tab. hp891 Ten 0raty Lb1(RFRCIOP8 CWe 1L1. (iogo) Glass, Paced Gtaes, Sash - (see s*a 3) Screen Framo. Horn. Screen Fran•, }le(,1. • • • Screen Frrow8Comer Key • • • • •• 6 Screen Ootttn x 16 Screen Sp1na..15 I3a- • • • • •. Screen FL8 TIM • • • • • • Screen Spthg. 6S Mrin Fr.. 51L w/Fik. P/C, 8-1112 Gluing Bead 348028 I1u*vir817l *gkT9n58..380 Hill • • • • P3113 &raw Ttuppft to WC • • • • • • • ••• • • • • • • • • • F 3.125 2.709 PVC FRAME FLANGE -6031 FR. HOOK IMPACT (SH SILL) ALUMINUM 6063 -T6 NOTES: ITEMS 33-38, 41, •O TI AME NOT USED 3 S PRODUCT • • • • • ••• • • PVC FRAME FIN -6026 3/18' 1/8° --�i h� 1 112' PVC SASH BTM. RAIL -6028 2 9318• PLAN VIEW OF ANCHOR CLIP 1250 1.030 REINF. FIXED MTG. RAIL -1499 1.440 L .217 r REINF. S.B.R./S.S.R. -1498 ALUM 6063 T-6 L .--2 V2' tt18• ANCHOR CLIP, 1504 ALUMINUM 6063-T6 ALUM 6083 T-6 PVC FIXED MTG. RAIL -6001 3!9" 314 114" PRIIP9ETARYAND COeFIDENTRL •.••., THE tricomeA11ONCONTANEO W TF45 ORMADEtt8 7513809.5 PROPERTY.OF e Wt,DOW SYETE*8.UC. ANY REPRODUCTIONIN PART OR AS ANRWtEYt1T, • • WRITTEN PERMISSION OF CUSTOM WINDOW 678TEM6, INC. IS PROFS. -- • 1 REINF. SASH MTG. RAIMTG. RAIL -1497 ALUM 6083 T-8 PVC SCREEN SUPPORT - 6014 , • • 1 {d •i • 5 O t L� �f�e,4 fl FL. P.0840.62514 • PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 PVC SASH STOP -6029 PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME lN8" 043 114" X 678" SASH CATCH MI PACT ALUMINUM 6063 -T6 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/08 SW 44711 AVE. FLORIDA 34474 • • • • • ••• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • •• • • • • ••• • • • ::/ 14 . ' " ••• •o• �.> 6-;T,: CAULK BETWEEN SUCK LUZ AND OPENING BY OTHERS (MIN. EDGE GIST.) CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BYOTHERE -.4 IIIII � �_. . . —;"A- 0. D ►D • • 6 •; b _ 6 •Q • r• • 4. r• p • D • 0 .• •• 6 • • 9• ANCHOR CUP INSTALLATION ANCHOR, 3118" DIA. MASONRY ANCHOR. - :.:r•.. r �rfiC ":!>ta:f — t. .,_Mill7i gilliaM41111 1. a ••.r.•�p ••• ►7• • • •• • • r. • • • • • s•• .• • •••. • • r •• •• • • • : r 2 • • b .• • • , s • ••• * r. . ♦. p� 1�. Ern „8,, • •• ' • ,r•r .. " •a. •• •• . •1 8 • .. CONCRETE/MASONRY BY OTHERS T 1.1L4: -{ I.— 1/4" MAX SHIM (MIN. EMBEDMENT) I 1 (SEE NOTE 2 & 3 ON 81-IT. 2) 0 . • A. . ANCHOR • • 4 CLIP 21rC sh a$ .. {MAIN. EDGE DISTJ a o 31W INSTALLATION W. MASONRY ANCHOR. • i • ' • 1 114" �� i 1 BY WOOD BUCK BON e . A . By OTHERS EMBEDMENT) s ap ill Milli • • + - T-- 114° MAX SHIM �� ', I (SEETE2 &3 e. d. �� • 1 • ,, _.fille II • it 1 Y • • Op d PERIMETER CAULK BY INSTALLER 1 BY WOOD BUCK BY OTHER CAULK BETWEEN SLICK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3118' DIA MASONRY ANCHOR ANCHOR CUP 1 114" MAX SHIM (O 2 & 3 2) 1 SY WOOD BUCK BY OTHERS • PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL CONCRETEIMASONRY BY OTHERS Q HORIZONTAL SECTION B CUP (MASONRY) WINDOW FRAME ALTERNATE PRECAST SILL DETAIL CUP (MASONRY) • . 1 1 114° s _ • (MIN. EMBEDMENT) • V . • , :• ANCHOR CUP ANCHOR CUP 114• MAX SHIM O BEE NOTE2&3 N BHT. 2) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16" DIM. MASONRY ANCHOR. 1 114" MAX SHIM (SEE NOTE 2 &3 ON SHT. 2) 1 L MM. EMBEDMENT) 2-712' (MIN. EDGE DIST.) O • • .n1)_ SW 44TH AVE. FLORIDA 34474 law (MIN. EMBEDMENT) • ▪ 4' • 4 INSTALLATION ANCHOR, 4 *15 WOOD SCREW •� • A. CAULK BETWEEN BUCK 4 • • . AND OPENING BY OTHERS • • 4* •6a • a • • 4 • ' • • • 0 • 14 • 0 • ▪ 40 • ;a . p (L�� HORIZONTAL SECTION l6J CUP (WOOD) 2 BY BUCK SY OTHERS CONCRETEIMAEONRY BY OTHERS UPDATED PER NEW FBC REQUIREMENTS • 'ADE • 07/07108 .1. 2JIL CZ 'Y • � n T �..�•' A4M1 • . (RAIN. EDGE DIST.) n • :: l . ' LA 1 O D L W1 _ LIPS ACT • �� A ' 7/7/2008 • • • • • • • • • • PROPRIETARY AM) CONPIDENTNI : . EL i,� �� ry��r�r R •��,,u� • , .:. , - as rr ■ • • /2008 5 NR VBRT • • • • • • THE INFORMATION CONTAINED IN MS DRAWING IS THE SORE PROPERTY OPCIA*1•1' ROBE 0 ,..? •. rAlp 04 • • • ••• • • VANDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR ASA �ULTSLE t, - "' �"i•• "i `"••f^' 7� • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTP- S, INC. IS SOF8 • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • icy 0 . n�� ' i �id a �� ```Y. 2.ur (MIN EDGE DIST.) CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW SILL CONCRETE/MASONRY BY OTHERS • • • o• •►. • • . • • ►• ►• FRAME r T RTICOI sECn0l1• • • • • TAMIMAS •NRY) • • DRYWALL BY OTHERS � a� • • A. • A• A• •• • • ► • ►• 21n• •4•♦ (MIN. EDGE DIET.) • • 1/4" MAX SHIM • (SEE NOTE 283 ON SHT. 2) 1 BY WOOD BUCK BY OTHERS DRYWALL BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR. 3118' DIA. MASONRY SCREW %NEOPRENE BACKED WASHER THRU SCREW SUPPORT lly' +I1r • • • • ,., .. .��J/ . 0 ..041" A. • P • • �' • � . A. � 4 �• • �� J : t)• • ., • • • • • • • • • Wit (MIN EMBEDMENT) CONCRETEIMASONRY BY OTHERS 1.114" (MW EMBEDMENT) INSTAUAnON ANCHOR, 3118° DIA. MASONRY SCREW vdNEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1(4" MAX SHIM (SEE NOTE 283 ON SHT.2) SILL STOOL BY OTHERS „4' (MIL EMBEDMENT) INSTALLATION ANCHOR. 3118° DIA. MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS EXT. FINISH BY OTHERS WINDOW FRAME 511.1. PERIMETER CAULK BY INSTALLER 7 • (MIN. f DIST.) PR•PRETARYANDCONFPIEN141. • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS • HORIZONTAL SECTION • FRAME (MASONRY) CAULK UNDER SCREW HEAD BY INSTALLER 1(4" MAX SHIM (BEE NOTE 2 830/4 BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER CANCRETE/MMABONRY ®ALTERNATE PRECAST SILL DETAIL BY OTHERS 7 FRAME (MASONRY) WINDOW FRAME JAMB j i tff4t1 � f a �•.. mo d:. ..� /74 :.n.,a t ,s. lie. L4 1, 6 '. e• A FL. PERIMETER CAULK BY INSTALLER C • a • • • • • WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS WHOLE WRITT PERMISSION OF CUSTOM WINDOW SYSTEMS. INCAS a EN 114' MAX SHIM (SEE NOTE 263 ON SHT. 2) INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW %NEOPRENE BACKED WASHER THRU SCREW SUPPORT r ('''� 114• MAX SHIM I (SEE NOTE 2 8 3 ON SHT. 2) (MIN EMBEDMENT) 21P1° (MIN EDGE DIST,) A l ct; EXTERIOR FINISH BY OTHERS 6 .• s • . • ® HORIZONTAL SECTION FRAME (WOOD) 13tt (MIN. EMBEDMENT) DRYWALL •, BY OTHERS 2 BY WOOD BUCK • • BY OTHERS .�, 4$CO SW 44TH AVE. D CALA, FLORIDA 34474 INSTALLATION DETAIL THRU FRAME - I • INSTALLATION ANCHOR. 110 DU1. A. • , WOOD RW/SIEOPR • ►'BACKED WASHER THRUSCREW • . • SUPPORT A CAULK BETWEEN BUCK AND OPENING BY OTHERS UPDATED PER NEW RC REQUIREMENTS 07/07108 .I' s: • ' TE: IN c LE HUN c. WN BY: ADE 7Al2008 • 8100 CWS -I55 7OF8 • • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• •• • • • • •• • • •i Y •. y . ••s..• . \'aLtlJ4b• • SHEATHING BY OTHERS EXTERIOR FIMSH -- BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP 9Y INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK SY INSTALLER tiZ (MIN EMBEDMENT) 1.1 Ov_ 1, !I ' 711 _ oval ' Pit --- L: '%.1 11111111111111111111 WINDOW WRAP BY INSTALLER • • I 11 • 6.- EXTERIOR FINISH BY OTHERS • ▪ 'Se : 111 1 7 11 . • . ; • AB WOOD SCREW • • • • INSTALLATION ANCHOR. • • • • • • • • • SHEATHING • (MIN EMBEDMENT) BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 18 WOOD SCREW I ire MAX SHIM (SEE NOTE 25 30N MIT. 2) 114" MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 18 WOOD SCREW LIGE (9N EMB EDMENT) s. • s. •4• EXTERIOR FINISH BY OTHERS WINDOW WRAP SY INSTALLER CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER \ HORIZONTAL SECTION --S) FIN (WOOD) I • * Greig4FTION_ • • • • • Te • • • FIN tiy • • PROPRIETARY AND COMUTENTPL •1F' • • • • • • • • • • • THE. INFORMATION carmine) tha nes DRAINING IS THE acts PRaPkart • • • • • WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PAST OA AS RWTITANOTTT • • • • • • • • • WRITTEN PERMS= OF OURTOLI WINDOW SYSTEM INC. ts pRorgent 4;a • , 4moikerecib.44 FL F!..e.*.tas” Ur MAX SHIM (SEE NOTE 2 & SON SHT. 2) WINDOW FRAME JAMB A I UPDATED PER NEW FBC REQUIREMENTS 13 eitya:07 900 SW 44TH AVE. CALA, FLORIDA 34474 N DET ILWOO 7/712008 0 .. CW8-155 BOFB • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • L so • 00" • .-vitiotcli;ttkA • MIAMI DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: MIAMI 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 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: 1"x Std. Wall - Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of au • • product, for sales, advertising or any other purposes shall automatically terminate this NOEL. 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, Floriia f8fl831ed by the expiration date may be displayed in advertising literature. If any portion of the NOA issp�ayed, thga, shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturertir i s 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 E -1 and E -2, as well as approval document mentioned above. • • • The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • • • . • • 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 lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" E -1 • • • • •••• • • • • •• • •••• • • C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying"tRr!tifPBC -2004. prepared by PGT Industries, dated 05/30/06, signed and sealed byekilyert L.•••••. Clark, P.E. • • •• •• • • • • • • • • • Jaill& D! 'is I , P ..E1 Chief, Product Control DiOit<Mh NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • • ••••• • • • • • • • 320amp Meter To FPL ELECTRICAL CONTRACTORS 1936 N.E. 148th Street North Miami, Florida 33181 (305) 949 -6373 Dade CC#16353 Broward CC#86 -CME- 1046 -X Line Gutter 200 amp Main n 2 "w /(3) 2/0 2° w! (3) '+ 2/0 to panel A 10' gr. rods min. 6'apart 12Sa 2Ac1r. Panel B Javier Reynaldo$ 246 NE 92nd Street Miami Shores, FL 33138 2" w/ (3) 1's 1 1/4" to pool "~ equip. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 • • • • .... • • • • .. • •... • .... • • • .... .... • • • • • • • • .... • • J ; 1. a D.eGascog Chief, Product Control DiMbh NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • • • • • • • vv M3 i / 1 /�1 '\\\ WI 1 '4' 1 ` / -W1 W 2 W3 1,11 r /1 /. 1 / 1 . - M1 1 M2 1 '\\\ WI 1 W2H w J 1 1 T MI W1 W2 ANCHORS DETAIL "B", "C" OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 N®TEgi 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. ANCHORS DETAIL A ANCHORS DETAIL A H 1 . ANCHORS DETAIL "8", "C" 017 "0" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED H2 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 W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. 1 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ME •AP+PROVVD FOR 4AP.4CT AVD NON – IMPACT APPLICATIONS. 4. REFERENOE – TE.:T "P„frO'Tt I'TL•21102, 2903 AND 2975. •• a O•TE, T OIi 11144 04,-0721.01, 03- 0225.05 • • 1/AiltPA .2001 FOR WOOD CONSTRUCTION ADM -2000 ALUA4INUM • LYESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE– MENTS OF y FLOlil49 BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRI :AIQE NE (HbWZ).• • : ° 6. WOOD* WCK.5 BY. OTI;ERS� NlU ST BE •Alsrl 91, B RED PROPERLY TO TRANSFER LOADS ® TO Nth STRLpTURE. • • • • • • • •• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • 0041 • • MULLIONS Robert P.E PE #39712 Structural ANCHORS DETAIL "8", "C" 01? "D" BOTH ENDS 2) WINDOWS MULLED TOGETHER RMINING MAX ALLOWABLE ON PAGE 5 MULL LENGTH = H FOR ANCHORAGE TYPE, ANCHORS DETAIL B "C" OR "D" BOTH ENDS 1 1070 TECHNOLOGY WINE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MULLION QUANTITY AND LOCATION, REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd By: F.K. Raved By F.K. Drown By: P.J.P. Description: IIBe: Sense /Mode& MULLS 5..30/06 598/06 48/00 Scale: NTS Revisions: D ADD NOTES 5 & 6 Revisions: -ADD TECH. REFS. Sheet 1 or 5 H1 MULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1-1-H2 _ MULL LENGTH = W 1 " STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Droving e- w►uctm Z • 1 tiurF1orids &Waft . + 25.00 alga gq�3 7 6220 Rev. PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION 1" MULL= i" 2 MIN. ('Trp) 4(TYP) 2" 01? 4" FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL " PGT 1x MULLION SEE NOTES 2 & 3 1 MIN ' #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK, DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE I COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE '..; • IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE-FLEX 1 3/4" , 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A srucco. 4. FOR MULL ..11fE *MD QUANTITY Of 4NCI-LO.RS SEE SHEET 5. FOR ANCHOR LOCATIONS•SEE SHtEr 3 2U2ANiFITli Or PINNING SCREWS FOR MULL-TO-CLIP TO BE HALF* IHE VA*ITIeTY .0F; A:001% FROM CLIP-TO-OPENING (MINIMUM OF 2 •SiElt/E:PelitLV): • 5. IMPORTANT: QUANTITY OF ANCHORS SilaWN ABOVE ARE FOR PICTORL4L REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS el AtJ. ON „ WET 5. FIND THE APPLICABLE MULL SIZE AND PRESSEM REVERED NOR at WR SIEC1F7Q •APPLICA710N. ANCHORING OR LOADING CONDIT NV 41-10111\1 fit TOIESE aGEJAI5S ARE NOT PART OF THIS APPROVAL. ALL STV IN VONTAC ZI_CMINUI1 r0 *BE PAINTED OR PLATED. 6. REFERENCE TEST REPCRTS: •FTL-29024 2943 AND 2975. PGT lx MULLION WOOD BUCK REMOVED TO CONCRETE SEE • NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE PGT 1 x MULLION— Robert L Clark, P.E. PE #38712 Structural WOOD [ BUCK 2-h(TYP) 1h(TYP SEE f „ • . • • • __ • • . . : * TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL 2" OR 4" 2 1 MIN. 1 2(TYP) 1 18(TYP) SEE NOTE 1 1070 TECHNOLOGY ORNE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, Ft 34274 000 BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 1142=FPrSTI.S ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R F.K. D 5 4 7:30/06 I d . -1 . 10171Y NOTES 3 & 5 Raved By Date: Revisions: F.K. F.K. 5/8/06 C-ADD EMBED. DETAILS Drown By: Data P.J.P. 4/28/00 INDUSTItIES MASONRY ANCHOR, SEE NOTES 1 & 3 6, WSN with Ere notid, AIeinum Espliaticalledt Pl° DesortetIon: 1 STD. WALL, CLIP INSTALLATION DETAIL Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: SCake Sheet Drawing Na. Rem MULLS NTS 2 a 5 6220 • • • • • • • ••• • 0 • • g • • • • • • • • • •0 190 • • •oo 0 • • ••• • • • ••• • • • • • • • • • • • • • • • • 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH, CH9 J FOR 1x• MULL • • MULL SIZE • • 1 x 2 x 1/8.• 1 x 4 x 1/8 • • •• •• • • • • 1 .1.1'1 b 3 11/16 •• ID IN • • • • • a • •• • • • L 3 4 -MAX. } NOTES: 3 { 4MAX. LA— • • • • • • • • A/2 14MAX. $MIN. -Q 16 •1. IWPORJAI4T LJ/�1NTI1Y OF ANCHORS SHOWN ARE FOR ISTORIAb REPRESENTATION ONLY. FOR CORRECT QUANTITY • 04 A1� )RS, PLEASE REFER TO CHARTS 1 AND 2 ON •SFEEEi 5� FAV) THE CORRECT MULL SIZE AND PRESSURE REQUIRE® FOR YOUR SPECIFIC APPLICA110N. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN CIS MAX. •• • • 3: firFE TSaST.REPORTS: FTL -2902, 2903 AND 2975. • • • • 3 M/N. TYP BM IN. o 14MAX. O TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS LOCATIONS Robert L Clark, P.E. PE #39712 Structural (3)EQ. SP. (A -3/4)/ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 g MIN. -T LA-.•1 1 ONE (1) ANCHOR LOCATION O THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd 9y: Raysd l( y F.K. 30/06 578/06 Orara 8y: P.J.P. Series/Model: MULLS 3 M1N.TYP. Dote: 4/28/00 Scale: NTS Revisions: 0 —NO CHG THIS SHIT Revisions: C REVISE SPACING Sheet 3 a/ 5 Description: 1 " STD. WALL, ANCHOR LOCATIONS lige: ALUMINUM TUBE CLIPPED MULLION 0rmdng Na. 6220 Rev: D ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• • • • ••• • • • ••• • • • • • • • • • •• •• OS ••• • • • o •• • • • •: O O O O O O O O O • • ••• • •• •• • ' ' • . . •• istam .•• ••• • • 4 • . • • • • • • • 1. . CE• TEST RCPQRT, Fr79Q2,• 2903 AND 2975 • • •• • • • • • • • • • • 3 y 4 --8 (TYP) ix STD. WALL MULLS MAT'L: 6063 —T6 Robert L Clark, P.E. PE #39712 Structural 1 4 4 _. (7yP) i TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 RA F K. 1,9/06 R F.1K. 5/8/06 o,a.a K s r e: P.J.P. 4228/00 Description: Revisions: 8 —NO CHG. THIS SHT. Revisions: C —N0 CHG 771!S SHT 1" STD. WALL, MULLION PROFILES Title: ALUMINUM TUBE CLIPPED MULLION Series /Modeh. Smote: Sheet MULLS 1 X 4 or 5 Drawing No. 6220 Rev. D ••• • • • • •S• • • • •• • • • • • • • • • • • • • • • 00 •• • • • •• •• • • ••• • • r9i V 5 CHART 1. - 1x2x.125 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 42 48 50.625 54 60 63 66 72 78 84 90 • 416 •108 '1111 144 50 (2) A (2) B (1) B 129 83 70 57 41 35 30 23 20 18 (2) A (4) B (3) B 170 170 170 170 170 170 170 • 142• 4 411 • • 88 60 (2) A (2) B (1) B 115 73 61 49 35 30 26 20 17 15 CHART 2. - 1x4x.125 . ) 60 (2) A (4) B (3) B 170 170 170 170 170 160 145 70 (2) A (2) B (1) B 107 67 55 44 31 27 23 17 15 70 (2) A (4) B (3) B 170 170 170 170 157 141 127 OPENING WIDTH IN INCHES 80 (2) A (2) B (1) B 104 63 52 41 29 24 21 16 OPENING WIDTH IN INCHES 80 (2) A (4) B (3) B 170 170 170 170 143 128 115 90 (2) A (2) B (1) B 103 61 50 39 27 23 19 90 (2) A (4) B (3) B 170 170 170 162 134 119 106 100 (2) A (2) B (1) B 103 61 49 38 26 22 18 100 (2) A (4) B (3) B 170 170 170 158 127 112 100 110 (2) A (2) B (1) B 103 61 49 38 25 21 18 110 (2) A (4) B (3) B 170 170 170 157 124 108 96 120 (2) A (2) B (1) B 103 61 49 38 25 20 17 120 (2) A (4) B (3) B 170 170 170 157 122 106 93 130 (2) A (2) B (1) B 103 61 49 38 25 20 17 130 (2) A (4) B (3) B 170 170 170 157 122 106 92 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (4) B (3) B 170 170 170 157 122 106 92 81 69 63 49 72 • 1 2p :10'2. $0 : 9� Q3 • 75 68 60 53 4; ;0• 28• 95 81: •5 9 47 87 • 74 • 68 •i6 43 35 • • 22 • • . I —• 39 77 65 60 46 37 30 20 19 74 63 57 44 35 28 19 17 72 61 55 42 33 27 18 16 71 59 53 40 31 38 2A •24 32 22 20 24 16 Robert L Clark P.E. PE #39712 Structural Vertical Mu __Opening — _I Width Mull Length Horizontal Mull F Opening Witfth Mull I Length Multiple Mulled Units Mull Length \Opening Width 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:QA. } LCO 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 WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R° "1 ey: Rend 9y: F.K. Drcwn By: P.J.P. 5.30/06 Dot : 5,8/04 4)28/00 Revisions: D -NO CHG THIS SHT R stone: C- MARKED CHANGES Description: 1 " STD. WALL, PRESSURE CHARTS 1 & 2 59e: ALUMINUM TUBE CLIPPED MULLION Series /Model MULLS Scale: Sheet Drawing No. NTS 5 of 5 6220 Row. D ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • COUNTY MIAMI -DADE 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. miamidadegov/b uildingcode 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW- 701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to conaly. 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, &id folloteeI•by the expiration date may be displayed in advertising literature. If any portion of the NOA is. mwiliied, thi'eh'Sf shall • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer ®r its distri1w Q1s• and shall be available for inspection at the job site at the request of the Building Official. • •; • •; • • This NOA renews NOA # 07 0418.06 consists of this page 1 and evidence sheet E -1 as wefl'as•pproval: * • document mentioned above. • • • • • The submitted documentation was reviewed by Ishaq L Chanda, P.E. ••••• • • • • • • • MA No 08- 11■2J0 Expiration Date: February 1 ;p2t1 Approval Date: January 08, 2009 Page 1 be done in its entirety. • .... • MANMADE COUNTY APPROVED •••••• • • • • • OOOOOO • • OOOOO OOOOOO • • • • • OOOOOO • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 - titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME- 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CER'1'1FICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. • • • • •• • E -1 •••• • • •••• •••• • •••• • • • • •••• •••• • • kcitteter C ... IAA T •chand ?, P. V. ...... Produat Examiner • • ?VOA /go 08- .•8. ••.••• Expiration Dati: February 19, 2014 • • Approval Date �Janitary 0$!100. • • •' • • •••• • • • • • •• ••• • • • • • • • •• • • • • •• • •• • • • • • • • • • • • •• • ••• ••• • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2009'�j4LUMINUM DESIGN MANUAL � - t2.lts1$ 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • •• • • • • F baeem F.K • • •• • MG. NOTE2 TO REF. ASTM E 1300-02 AND REVISE ANCHORAGE DOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. aes • y �� p • 1 ""• •• • 1 2/16/03 Debr 7/14/03 Raab• RMeIa. •8 • •A • Mew BP REDUCE ANCHOR SPACING bare: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34279 PST Vi31bIy Better NOTES & TABLE OF CONTENTS lffig ALUMINUM PICTURE WINDOW, IMPACT "ember PW-701 17ITSr; d 12 Oman g No. 4259 -4 I B NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASSY, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 PRODUCT RENEWED as complying with the Merida adding Cede Atheptaner Espindlea De o By • PR DD REVISED se2mpr7kg UCI •bb 16e IleAda eeNDO — •1..:.00, Date rarellRiUD9 /1 Robert L park, P.E. P9 638712 3trwARel ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • •• e• ••• • •• ••• • • • • • • •• ••• • • ••• • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • •• • • • • ••• • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 14 OR • • 4/4/07 • • •B • NO CHANGE TH13 SHEET take • • •••• • 0 12/15103 •A • NO CHA THIS SHEET Datx C•,masr•ad= 7/14/03 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS • • • 7416" LAMI GLAZING DETAIL ▪ ;UIGGED OR INTEGRAL FIN FRAME •eLANGE FRAME SHOWN) 11/16" NOM GLASS BITE R 21 1070 TEMVOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1534 NOKOA9,4 R.34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) P VisibI, Bever GLAZING DETAILS rcme 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ALUMINUM PICTURE WINDOW, IMPACT X 701 FULL 2 m 12 4259 -4 PRODUCT RENEWED s ng Code the Florida Atoepume p ��(�/� �/p Farpbadaa Biq _____•i / � FtroiNif PRODUCT REVISED es complying whit the Florida Reidiag Code Acceptance We , — 041% F..trukrution Sate - 45411T , " • . ._:. Padua! , /"/ � 47 L Clark, P.E. PE 839712 Structural Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/23/2005 Applicant: JAVIER REYNALDOS Owner: REYNALDOS JAVIER JOB ADDRESS: 246 NE 92 ST Contractor P & M ELECTRIC INC Local Phone: 305 - 949 -6373 Parcel # 1132060133400 Electrical Permit Permit Number: EL2005 -162 Contractor's Address: 1936 NE 148 ST Permit Status: APPLIED Permit Expiration: 11/15/2005 Construction Value: Work: SRV UPGRADE O.H TO U.G CONVERSION SUB FEED TO POOL EQUIPMENT Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W4OFT OF LOT 6 & LOT 7 BLK 25 LOT SIZE Fees: Description Amount FEE2005 -6424 CCF $3.60 FEE2005 -6425 Building Fee $189.00 FEE2005 -6426 Notary Fee $5.00 FEE2005 -6427 Training and Education Fee $1.20 FEE2005 -6428 Technology Fee $4.73 FEE2005 -6429 Scanning Fee $3.00 Total Fees: $206.53 Total Fees: $206.53 Total Receipts: $0.00 o PAID ak X1 14 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: •• •.. • • •• • • • • •• • • • • •• ••• • • ••• • • • • • . . • • • • • • • • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. • • ' ' ' RECTANGLE i • •�' • MAX SIZE = 48 "X96" • NbTE: 1' • OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. \O Refit= • - Rends,. • FAL o444453): F.K. • Omm By F.K. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. 4 / 4 0 7 • per Detre 7/14/03 48" MAX • l3'DAT E ANCHORAGE NOTE RO CHANGE TH1S9HEE7 Bee gib EYEBROW MAX. SIZE = 96 ° X48" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. 96" MAX. 21/4" MAX. DL OCTAGON QUARTER CIRCLE 1070 TECHNOLOGY DRIVE NOKOMIS, FT. 34275 P.O. BQX 1528 NOKOMIS, R. 34274 Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 44 1/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. P FLANGED ELEVATIONS . ALUMINUM PICTURE WINDOW, IMPACT "rat enmr NTS l 3 a 12 PW.701 Lemke Me 4259-4 ARCH. MAX. SIZE = 48 "X96" OR MAX. AREA = 30.28 SQ. FT. B PRODUCT co with � Florida Acceptance o z. Exa l Dab) Z 14 7 LI L 4 a Wald mono* FtEVLSED s complying with the Florida Balding Cad. AcceptanceN% 9 J EspIlUoa Date r1%411% .. 06 Robert L Clads, P.E. PE 429712 Structural ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •••• • •• •• • • ••• • • •• ••• • • • • • • • • •• • • • • •• ••• • • ••• •• • • • •• • • • • • • •. • • • • ••. • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. • • • • •• 50 1/4° FRAME 0 D. • • • • •• • • • • • • • • NbTE: 76, • FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME 0.D. I- 96" MAX. ®l OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 3028 SQ. FT. PRODUCT RENEWED as compyl eg with the Florida adding Cede Acceptance No Enticed= Date _ � y By Miami IN* Dhistee PRODUCT lux . :1 m complying with tit" florid* Belding Cede Acceptance Se O = 04 Mite s.=lli• 609 Mawr sap • • F.K. • Draw er F.K t • • • Rwame • trt • iltSD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE RO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQK 1519 NOKOMIS, FL 34274 PGT Visibly Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT se+••ome PW-701 NTS 4 " 12 te 4259 -4 Robert L Clerk, P.E. PE 939712 Structural • • • • • • •• • •• ••• • • • • • • • • •• • • • • •• ••• • • ••• •• • • • • • • • • • • • • • • • •. • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/161 B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7116" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS "X' DIM. TYPE 49.000 AREA 54.500 I A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I ,D AREA 71.000 I A,B,C,D AREA AREA 82.000 AREA 87.500 AREA 93.000 96.000 Nadel, Mee • 7 •4 A,B,C,D A ,D A B,C,D A C B,D A C B,D AREA A C B,D AREA Redeem ReaafmS •B • •Ai clid"dal• W " 39.500 28.500 34.000 DIMENSION 45.000 46.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 F. kW" Ormn Aft F:K 7/14/03 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. +80.0 I -80.0 11.57 SQ.FT. +80.0 1 -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 +80.0 -80.0 -80.0 18.06 SQ. FT. +80.0 +80.0 -80.0 -80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PERASTME 1300-02 AND NOTES. c!EAN UP TABLE 1 DESCRIPTION AND HEADINGS. OLWOENOTE 1 ANCHORING WITH #12 SCREWS Oar +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 -80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOOYORMVE NOKOMIS, FL 34276 P.O. BQX 1529 NOKOMI$ R.34274 +80.0 1 -80.0 15.31 SQ.FT. +80.0 1 -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 1 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 29.06 SQ.FT. +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 -63.0 -71.2 -80.0 30.00 SQ.FT. Visibly Berner +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 1 -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 -78.0 +80.0 -80.0 24.70 SQ.FT. +73.1 +80.0 +68.4 +77.3 +80.0 +63.9 +72.2 +80.0 -73.1 -80.0 26.48 SQ.FT. -68.4 -77.3 -80.0 28.26 SQ.FT. -63.9 -72.2 -80.0 30.03 SQ.FT. +61.5 +69.5 +80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. +80 6 -80.0 16.33 SQ.FT. +80.0 1 -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80,0 I -80.0 23.67 SQ.FT. +76.8 25.50 SQ.FT. +71.8 +80. 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -76.8 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. • • • • 00 : T • • 01. ALL M SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. :. AwSH�!P LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGI.A3SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES ma ALUMINUM PICTURE WINDOW, IMPACT ewaome PYIW01 NTS 1 5 12 I �. 4259-4 r73 PRODUCT RENEWED brk4 as complying U Raiding Code Acceptance No Written Date 14 514 A PRODUCT REVISED =complying with the Florida Ridding Cede Acceptance No e - •= Date ;.•:111• ,. • Rachel Coaaol "12. perk, P.E. PE 039712 ftuml • • • • • • • • • •• •• • • •• ••• • • • • • • • • •• • • • • •• ••• • • ••• • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • ••• • • • • • •• • • • • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW GLASS "X' DIM. TYPE 49.000 A,B,C,D AREA 54.500 A,B,C,D AREA 80.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 76.500 AREA 82.000 I A B,C,D AREA 87.500 I B,C,D A C B,D AREA 93.000 A C B,D AREA 96.000 • • FJC • 12116103 Desoto ono FJC 7/17/03 A C B,D AREA Re nos• • ennwer: ':..: • • PSC 414107 • • • B• • A • Checked By WINDOW "r DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 1 -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80. +80.0 15.14 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 18.06 SQ.FT. -80.0 -80.0 19.36 SQ.FT. -80.0 -80.0 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. • *MATE DESIGN PRESSURES PER ASTM E 1300-0 2 AND NOTES. GLEAN UP TABLE 2 DESCRIPTION AND HEADINGS. GHANDENOTE 1 ANCHORING WITH P12 SCREWS Doke 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 1 -80.0 19.48 SQ.FT. +80.0 +80.0 +80.0 +80.0 +78.0 +80.0 +80. +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 20.98 SQ. FT. -80.0 -80.0 22.49 SQ.FT. -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. gm 1529 NOICOMIS, FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 1 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 +63.0 +71.2 +80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 29.06 SQ.FT. -63.0 -71.2 -80.0 30.00 SQ.FT. Pc�T Visibly Better 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.80 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +63.9 +72.2 +80.0 +61.5 +69.5 +80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 30.03 SQ.FT. -61.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 +67.0 +75.8 +80.0 -76.8 -80.0 -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. +62.4 +70.5 +80.0 +60.0 +67.8 +80.0 -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. • • • • •• ;N TS! • •1. ALL•M M SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2.14,L F�1PfS LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE R reCTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT eotma P7tr1 R TS cor 6K N I 6 m 12 4259-4 B PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance Noel 112.10 Expiration Date 21qI� sp • iL M 1 S \ • (J • - •- -a'n;3L -)G • P .�.,... / /7'"4 Robert L Clerk P.E PE 039712 Structural • • • • • • • • • • •• •• •• •• • • • • • • • • •• • • • • •• • •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• 2.784" SCREWED CORNER ASS'Y (FLANGE FRAME) • • • • • • • • •• • •• OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O 111 ALONG ENTIRE JOINT KEYED CORNER ASS'Y e WELD (FLANGE FRAME) iUIL ALONG ENTIRE JOINT • • • • •• WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) INSIDE PRODUCT RENEWED at complying with the Folds Bulling Cale Acceptance No 0 l I z. /o Espirslion Date Z )4 By I M O Ohsion Woes. • FAL , FJC • FK taw • • • • • •4/4®7 • oda t 7/14103 t 176 14:1 CHANGE THIS SHEEP Alb CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOHOMIS. FL 34270 P.O. BOX 1529 NOKOMIS, FL 34274 Pc'T Visibly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PW-701 HALF ar.7 s 12 mcssroNc 4253.4 / Robert L Clark P.E PE •9712 Struehaal • • • • • • • • • • • •• •• ••• • • • • • •• • • •• ••• • • •• • • • ••• •• • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • •• ••• • • 2.784" SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) • • • • • • • • • ••• • • • • • • • • •• MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT OUTSIDE ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m 0 4 MAX. DAYLIGHT OPENING ---- 2.784" Pon VERTICAL SECTION (INTEGRAL FIN FRAME) INSIDE PRODUCT RENEWED as complying with the Florida adding Code Acceptance No Q Expiration Dine �y Br �ti Mils Dade Division PRODUCT REVISED es g 1 complying with F1o41d• Amiga= Nr t Date 9 Wad er • a• aX •1tr nP • . • F.IC • 12/15103 Ban. F.K nets 7/14/03 ee 42• 10 CHANGE THIS SHEET AO CHANGE THIS SHEET Derr 1070 TECHNOLOGYORNVE NOKOMIS. FL 34278 P.O. BOX 1828 NOXOMIS, FL 34274 PdT Vietbly Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT 8 PW-701 HALF 8 12 a4aow 4259-4 B •• ••• • • • • • •• • • •• ••• • • • • • • • ••• •• • • • • •• • • •••• • • •• • • • • • ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 eyed 136 F 9 r: F OMNI By F.K .050" DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 Dana • idiP 15V3 7114103 landlialec 1 r ef PART # 64256 64253 781 PDX 64255 64254 6TP247 64262 r— .970° 1 • • • LTEM10, : :7Z181;AMI S BEAD • • • NATL:6063 -T5 DWG NO. 4255 a "4•492 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .975" .346" — .050" 1b CHANGE THIS SHEET RO CHANGE THIS SHEET mtrc .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SQX 1529 NOKOMIS, FL 34274 POT 4i slbly Bett ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST >effi ALUMINUM PICTURE WINDOW, IMPACT Sadeatebt rim steak PIN-701 HALF 9 cf 12 us.aew. 4259 -4 2.500" PRODUT., .:c,aE,E1ED as emptying with the XtoeMt D91dIng Cale Accept once Nook - III • la Eapiretlaa Date ll. NOaml Mods DINGO PRODUCT REVISED as complying with t the Florida Belem Code Acceptance oar ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • • • • ••• • • • ••• • •• • •• ••• • • • • • • • • •• • • • • •• •• • • •• •• • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • .131" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. r 1/4" MAX. 1 SHIM T WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM •° `• • "1 SEE NOTE 1 FOR • • EMBEDMENT 1 3/8" MIN. ®EMBEDMENT INTEGRAL FIN DETAIL B SEE NOTE 1 FOR 4 . • . . ® EMBEDMENT • : • ; • t WOOD ANCHOR (SEE NOTE 2) 1/4° MAX. I SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8" MIN. A EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. f SHIM T 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU ® - 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: ® l 2.\ , s1B 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/18" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. vw318 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR • GREAT €I; INIT/LLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • VIIS121C1'ION. •4. FOR AZJLCIIMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE • 64\14/1$IRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. WOOD ANCHOR (SEE NOTE 2) i t 1/4° MAX. SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) PROIRICI Ai raw" as complying aith the I1o.ids Bidding Code Acceptance No OR" I l7 .16 Eapiradoo Bale 1 (11 1°~114 By SL • Maud Bade td6• Dhlabn a4mreaa• • Fit FJC • m,.nap F.K mft • • 0 4/4 7 M EWLS AND UPDATE ANCHORAGE PER CURRENTFBC 6 12 2 '1 ' 6/03 A aHANGENOTE 1 ANDFABTENER SPACING ue a em"e amt 7/14/03 1070 TECHNOWOGYORNE NOKOMW, FL 34276 P.O. BQX 1526 NOKOMIS, FL 34274 PST Viably Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT sawed seux & m+e - P41 I NTS 110 ✓ 12 I 42534 11 ••• • • • • • • • • • • • • • •• •• TABLE }IV ANCHOR TYPE WINDOW "Y" DIMENSION 45.0" 46.5° 48.0" 2. 4. . 2. 4. 1. 2. 4. DIM. X Y X Y X Y X Y X Y XYXYXYXYXYXYXYXYXYXYXYXYXY X Y X Y 4 1 I Z/1 L 1 8/£ 31 OL 18//£21 1 3/1Z1 18/£ 4/181 1 8/£ 31 18/£21 8/£ Z1 1 LL 1 8/E ZL 11J 1 8/£21 1 9 3/16 12 3/8 8/£ ZL 91/6 6 8/£ 21 914£ 6 9/£ Z1 14 8/6 21 11 8/£ 31 14 8/6 31 Z/t LL 1 Z/1 o. 1 8/£ 61. 1 8/£ 21 2/1 L1 9/£ Z1 ZL 21 1 8/£ Z1 21. 1 5 10 5/8 1 I Z/1 L 1 8/5 01. 01 9/5 01 1 2/1 21. 8/s 01. 1 4 /LB 9/901 1 8/9 011 8/901 1.1 1.1 J 9/9 01 111 J 9/5011 8/5 01 91/2 6 93/16 10 5/8 8/9 0111 6 s/s of 11 8/9 01 11 8/801 1.1 8/901 2/1 LL 1 1 8/9 01 1 8/9 01. 2/1 1.1 9 / 90 1 21 21 1 9/9 01 1 21 1 6 1 ZL Z/1 L 1 21. 01 Z1 121/2 1 Z1 4/18 21. 21. 21 11. 21 11 21. 21. 91/6 6 21. 91.16 6 8/5 6 91./£ 6 Z1 14 919 6 1.1 9/9 6 1.1 21. 6/1 1.1 6.114 8/9 6 1 1 8/5 6 _Z/1 1.1 61. 31. 61 1 8/9 6 61 6 WE 01. 6/1 L 4/ £ 01 OL 6/£01. 2/1. 61. WE 01. 414 9 WE 01 41E 01. WE 01 11. 11 4/£01 1.1. we et. 1.Y!£ 01. 91.18 6 WE 01. 91/£ 6 91/91 8 91./£ 6 4/£ 01 14 WE 01 LL 91/91 8 11 11 1/2 10 3/4 6/1 14I we 01 1 91/91 8 6/1 11 41£ 01 61. 61 1 THE 01 61 7 91.1£1 11. I 6/1 L 191/£1 11 OL 911£1 14 I z / L 21 191. 11 I 4/4 8 1911E114 I91/£L 141 I 91/EL 11 14 1 11 191/21141 1 L 19/L 6 1 91./£1. LL 911£ 6 9/L 6 91/£ 6 9/L 6 91/£ 6 191161 1.1 L 14 81L 6 I 14 91L 6 11. 91/61 11� 2/1 11 Z/1 11.1 B/L 6 11 1/2 8 7/16 91/£1. LL EL 61 1 B/L 6 61 7 41£ 01 6/1. L 4/£ 01 01 4/£01 Z/1 ZL WE 01 4/1 9 41£ 011 141£011 4/£ 01 11 1 L P16 01. 1 14 1 4116 WE 01. 91/2 6 WE 01 91/£ 6 1 6 91/£ 6 4/£ 01. L LL 4/1 6 11. 4/1 6 LL WE 01 2/1. 1.4 6/1. LL 1 4/1. 6 1 4/1 6 2/1 1.1 4/£01I 61. ZL I 411. 6 I 61 1 8 I 11 I ZJL L 191/11.14 I 01 191/11 11 1 2/1 ZL 191414 14 1 4/t 8 1 11 191114 141 91 /11. 141 44 1 L 191414 1.11 1 11 I 1 of 91.114 14 91/E 6 01 91./6 6 WE 8 911E 6 91/11 14 11. 01 11 WE 8 11. 91 /1.1 11 3/4 11 6/1 11. 1 we 8 1 WE 8 Z/1 11 91.111.11. 21 21 1 we 8 1 Z1 8 8/5 21. Z/1 L 81921 I of 1 8/9 61 I Z/L 61 I ors ZL 1 4/1 8 1 8/9 Z L 191/61011 8/S 21. 11 LL 1 191.011 1 t 1 1914L 6 1 9/S 61 91/6 6 9L/EL 01. 911£ 6 91/1 8 91./£ 6 91/61 01 14 91./L 6 14 91/L 9 LL 91/61 01 6/1 1.1. 6/1 11. 1 91 /L 8J 11 1/2 8 7/18 91.1£1 011 ZL ZL 1 9L1L 8 1 61 93.0° O.C. 1 919 1.1. I Z/1 L 9/9 11 1 O1 1 819 1.1. 6/1 61 1 9//9 L 1 1 1 411. 9 1 1 8/5 111 m 18/1011 9/S 11. LL 1.1 1 8/9 Li. 1 I 11. 1 W 9/9 14 91/£ 6 9/1 01. 94/£ 6 6 91/£ 6 9/9 11 LL a 6 14 9/1 8 1.1 8/9111 6/1 11 Z/4 11 I cn 9/1 9 Z/1 1L 9/1. 01. 21. 61 1 0) ZL 1 98.0° O.C. 1 21 I Z/L L 1 f Z1 1 1 01 1 I z1 I Z/1 Z1 1 I21I 14/18 1 Z1 1 cn [ 2/1 et 1 I f Z1 f 11 [ 14 I 1 Z/1 01 1 [ 1 .L 1 [ 8/£6 I Z1 91/£ 6 2/1 01. 91.12 6 91/1 8 911E 6 2/1 01 1.4 8/£ 6 11 91 /L 9 LL 11 1/2 101/2 2/1 11. 8 7/18 111 1/2 87/181 Z/1 01 I 61. 8 7/16 61 I • • • • • •• ••• • • • • • ••• • • •• • • • ••• •• • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• • ••• • • r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: • M.X. Q -CANTO (0.C.) °X° AND °Y° DIMENSION FROM TABLE 3 (MIN. 2 1/8° O.C. CONCRETE SUBSTRATE) o RM t 8.112� FROMCORNERS • 2.14NOHOR 9PACTNG FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR . • • •• FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2° FROM ANY CORNER. °Y° DIM. L �--- °X° DIM. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4° ELCO TAPCON 4.1/4° ELCO SS4 CRETEFLEX 5.5/18° ELCO TAPCON PRODUCT RENEWED 8 s complying with We Oneida Rt W •g Code Acceptance No ag_ 11I Z• /O Eapfadaa Date_241342.plq Bi MhmlDadr7 t-- ammo Oteteton PRODUCT ;MINX) neamplplageft the Floras Daddiagceate Aoneptattat No • • Date i •1 ? i Prating, Control/ • • • a Sao,:. Oms • D,anar FJC t 114/03 • AEWSHEET • • 11a• 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 FIG" visibly Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT aaaw,rtx tans s_ oe tDa° an. P4K70, NTS 11 12 4259 - 3 B / 1 / 7rilL Robert L Clark, P.E. PE 038712 Structural •• ••• • • • • • • • • •• • • • • •• ••• • • ••• • • • • • • • • • • • •• • • ••• • • • • • • • ••• • • • • • • • • • • • • • • ••• • •• •• • • ••• • • • • TABLE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE sr sr 0 sr sr oo r N r r e`- r 49.0' O.C. t� e�3 0 �3 r ?3 ar P3 co cu n P P O N O m 0 O N rr WIND. z a 15.0' 20.0° 25.0° 28.5° 30.0" ¢ > 3.,4.,5 3.,4.,5 3. 4.5. 3. 4. 5. 3. 4. 5. DIM. X Y X Y X Y X Y X Y X Y X Y X Y 54.5' O.C. 60.0" O.C. 85. O.C. 71.0° O.C. 82.0° O.C. 87.5° O.C. 93.0° O.C. 96.0° O.C. "WOO me • F.K. COMFIT Ogg= 7/14/01 m 0 n co Cal n O 0 1'7 0 0 Cal CC/ n n N Cal Cal P n oaa46 O 0 Cal ?3 0 O 0 0 N P m 0 0 O 0 0 0 O O 0 co 0 co 0 01 t�+ 0 Fs 0) sr O O O n 0) m O co 0) Ron": 006) • s • • 046 C• O • •x r • 4r/07• • 'vEwsNEET • • CO Cal CV CV O CD 0 N CO CO Cal Cal m csr m O O t�+S 0 CO 6Y) 0 CO O N CO N CO 0 N 0 W � O N 80 CV N CD m N 0) N N O n CO � W N O r n .■ CO - N W P N CO CV n m m CO O 3. co CO CO m n- m r CO co O O O c�3 O CD N CO N .- m CO co co co co 3. X Y r s 0) Cal CO co 0) 0 m CO n CO CO CO M V co O CO CO r CO co n CO CO O CO 07 m 0) m 0) 0) 0) 0) CO co ID 0 N sr 0 O Ps 0 m m P 01 0) 0) O 0) 0) m 0 0) m CO CO n O h CO CO CD m n a n co N - CO 6- "ms WINDOW "Y" DIMENSION 34.0" 4. 5. 3. 5. X Y X Y)X Y X Y co CO O Cal sr t�+ 0 O 0 CD O n- o CO 0 X CV m 1�) O P g 0 O 0 CO H CV O N m m co P3 n m_ n n II • • •• • • 2N M IpIG FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: • •• 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKO1d•, FL 34274 sr CO N 45.0° 4. X Y co 5. X Y CO O CO 0 o) 0 0 CO 0) 0 Ps 0) O 0) c`3 O O 0) O co 02 0 s ri rn O 1( O Cal 0 CD M O 0 CO N CV m O m O c 0) 0 m c m O 0) 0) O c�3 0) O 0) O m O t�3 m m n O h co CO CO O ai co N co oo co CO CO t1 O CD NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „ • MAX. QN - (O.C.) "X" AND °Y" DIMENSION FROM TABLE 4 (MIN. 21/8' O.C. CONCRETE SUBSTRATE) DIM. MORI CORNERS Visibly Better e 3. X Y CD n n CO e- a) co St m m 02 co O sr m 02 co co O O co m O co F 0) at 0) O CO m m co Ps m O 95 O O O l+) O 0 CO CV 3. X Y m n 4D 02 n m O O 0 O a1 0 N 0 P3 O O O O OD co 18 m co 18 m TS O co m co 018 m O N CO oo 18 m oo 18 m co P3 O m Pi NI 01 46.5" 4. X Y 03 N oi CO 18 O 18 W O O n O a- = O co W W O ti m N N Cal Cal N N N N 5. X Y 18 CO Cal 0 Cal O O N) sr 0 0 CO 18 CO Cal 18 N N N CV Ea,/ N N m n O n 02 n O 0 CO O a1 m m O 18 0 CO O u18 co 66) 02 n n n n n n Y n n m O CO 18 0) 0 CO m co O m 0) co m N CV CV 70 Cal N Cal FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. co 18 0 Cal 0 O CD O N CO �---- "X" DIM. I N C4 Cal r P CV ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT BedestVolat farads 16.'42 losang. re ANCHOR 'TYPES: 1. #12 STEEL SCREW (G5) 1/4' ELCO TAPCO 4 FLEX 5. 5/16° ELCO TAPCON aneoc.P47i.D with lilt NOM) Btiltlles Cede 9 PE #39712 Structwol