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WS-11-1664Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164953 Permit Number: WS -9 -11 -1664 Scheduled Inspection Date: October 03, 2011 Inspector: Bruhn, Norman Owner: RANDLE, JULIA Job Address: 285 NE 103 Street Miami Shores, FL 33138 -2430 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360130440 Phone: (954)792 -4415 Building Department Comments REPLACE 5 IMPACT WINDOWS AND 1 DOOR 9/15/2011 - NOC PENDING PasseW Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 164310. anchors missing. NB September 30, 2011 For Inspections please call: (305)762 -4949 Page 21 of 29 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO .41- 11"tri Vic TAX F000 NO. i - 1-jCo•OP .o4' -1.0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and stteet/address: 25 S y(Vliarvit ShOr`PS 2. Description of improvement:! IittLLtL6-13S 'r 0aa,r 3. Owner(s) name and address: ottldVe. a i iD 11 -r S )0 'E' Interest in property: O613 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number 5. Surety: (Payment bond required by owner from contractor, if any) dome hnprovementAssoa: Name, address and phone number. 4070 SW 30th Ave Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other docu nts may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 1111111 11111 11111 Hill 11111111111111111111111 C: Fhl 2011R0629395 OR Bk 27330 Ps 4612; (1lls) RECORDED 09/19/2011 15:32:02 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office t 6\ s Zt ,'7z ` 2?) -1K tlj Hollywood, Ft3312 8. In addition to himself, Owners designates the following person(s) to receive a copy of :'e Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address'and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 y - from the date of recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. 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. Signature(s) of • ells) or Owner(s)' Aut on ed Officer/Director/Partner /Manager Prepared ' _� I Prepared By Print N. l: ln•Et -A ■ Print Name Title/• © Trtle/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f eggqinng instryient was pcknowledged before me this By J01101 1'lu11,Ake. ❑ Individually, or ❑ as for rsonally known, or ZI produced the following type of Identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner /Manager 6 day of Home- Implovomont ABB= 4070 SW 30th Ave Hollywood, FL 33312 Sty CS: 3 3no By STA'Tg OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this is a titre copy (tithe flied in this ofl. ce on day of B DING PE FBC 20 Permit T Mia Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.WS lk (0(0 4 APPLICATION ROO G Master Permit No. OWNER: Name (Fee Simple Titleholder): A CA .-...?)anrit\ e... Phone#: laOS - --) Sq • SSN Address: 2R)ez Pe; to S SI- City: TA■ctetit 9110yee-7 State: -7- C.-- Zip: iTenant/Lessee Name: Phone#: Email: JOB ADDRESS: 2-056 i3Z., tO? ET City: Miami Shores County: Miami Dade Folio/Parcel#: I -2 t b(p • ot - 0 ' 1,1AD ,1S Is the Building Historically Designated Yes NO Zip: Flood Zone: . CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNE1 1 zip: 33312 Phone: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954392.4415 X243 Email Address: Imartinez@fhaproducts.com DESIGNER: Architect/Engineer: -4 vc4V-N kc) tr-arao Phone#: 9 _A bst-i 0(49 5 Value of Work for this Permit: $ Co u Square/Linear Footage of Work Type of Work: ZIAdditio.Th CIAlteration CINew Ore-pair/Replace LIDemolition Description of Work: ( e_ Q0Q 5 a WI_ r\c‘.0-0S 1 6164( Submittal Fee $ Permit Fee $ 114'`) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4 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 FI.FCTRICAL 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 COMMENCEMENTS" Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Cg instrument was acknowledged before me this E Sep ,20( , by ,\0 \Q°\' c44e who is personally known to As Contractor Q The foregoing instrument was acknowledged before me this 6..a day of ,Qz ,20 IL, byWr4,%inn 1 . D1)W -(t , who has produced who is personallo me or who produced - -- as identification . � s o did take an oath. NOTARY PUBLIC: ation and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print: My Commission Ex p, O ‘5 r\a �°ec 2 0 0 � '4% CP pace N`cep - M.y.P \i'• d2��04Se ,,O�!9 8 „1 APPROVED BY , ”" 71," 1/ A Plans Examiner Zoning Structural Review Clerk ffi**, k, k***, k*,k#**,k*,k**lk***+Wk* **N, *M, *N *+ k***, k, k, N**+ k***N, *#+ k*+M*+N+k*N***Nk,k***** (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami-Dade My Home 'gisims2.mianlidade.govimyhome/propmap.asp My Home j,:ilthElatelattg40 Show Me: Rupert/ tiorrn3bon' Search By: Seiect tem Text only 1J Property Appraiser Tax Estimator - Property Appraiser Tax Compariso:-. Portability S.O.H. Calculator Summary Details: Folio No.: :1-2136-013-D440 !Property: 85 NE 103 ST Mailing TIN W RANDLE &W JUVA dress: NE 103 ST MLAMI SHORE' Property Information: r00 SINGLE FAMILY Primary Zone: ESIDENCE 0001 RESIDENTIAL - CLUG: SINGLE FAMILY Beds/Baths: 13/2 Floors: 1 Living Units: 1 1Adj Sq Footage: 12,989 !Lot Size: 118,698.46 SQ FT frear Built: 1939 ImIAMI SHORES SEC 5 PE3 10-47 LOTS 21 22 23 INC e9 Descripti_ BLK 119 LOT srzE ''''' i 52.020 X 123 OR 18425-1170 1298 1 OR l 18425-1170 1298 00 Assessment Information: 1Year: r 2011 2010 [Land Value: 1 $152,869 5169,859 'Building Value: $227,298 5252,317 'Market Value: , 9380,167 542217 Assessed Value: 1 5237,386 19233,878 Exemption Information: 1Year: 1 2011 1 2010 Homestead: 1 925,000 1 525,000 knd Hornestead: 1 YES 1 YES Taxable Value Information: e r: axing uthority: 2011 2010 Applied Applied Exemption/ Exemption/ Taxable 'ue 1 Taxable Value: Regional:550,000/9187,3861550,000/9183,878 County: $50,00015187,386$50,000/$183,878 City: 1550,00019187,388,950,00015183,878 School Board: 925,000/5212,38 $25,000/$208,878 1 of 2 NE 10$Ttt ' MIAMI-DADE Legend Property Boundary Selected Property Street ."0 Highway Miami-Dade County Water 11, 1' Aerial Photography - 2009 My Home 1 Property Information I Property Taxes My Neighborhood I Property Appraiser 0 115 ft ,,,omellJsing Our Site I Phone Directorvi Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster, Web Site © 2002 Miami-Dade County. All rights reserved. 8/25/2011 4:29 PM C20(WFLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - (Sq Ft) Zone 4 40 45 50 10-) 15 20 Tributary Area 25 30 35 0 -15 '. -50.4 •92 +48.5 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 +43.1 -46.6 +42.7 - 462 +42.3 - 45.9 +41.9 -45.5 +41.6 16 5 -49.8 +47.1 +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 -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44,3 - 48.0 +43.9 - 47.7 +43.6 -47.3 +43.2 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft 58.6 -55.2 +522 +50.8 -54.2 +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 56.1 +53.0 +51.6 -55.1 +50.8 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48,9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +55.2 +53.7 -57.4 +52.7 -56.6 +51.9 - 55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 38 ft 50.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 50.5 +57.1 +55.6 -59.4 +54.5 -58.8 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -58.4 +51.5 -56.0 +51.1 42 ft - 62.6 - 61.1 +57.7 +562 -60.0 +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 -832 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft -63.8 -62.3 +58.8 +57.3 -612 +562 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 - 62.8 +59.4 +57.8 - 61.7 +56.7 -80.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 +53.1 50 ft -64.9 53.4 +59.9 +58.3 -822 +57.2 -61.4 +56.3 - 60.7 +55.6 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +58.8 -61.2 +56.1 - 60.6 +55.4 -60.0 +54.9 -59.6 +54,5 -59 -592 +54.0 64 ft -68.0 -64.4 +60.8 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 -84.9 +61.3 +59.7 -63.7 +58.5 -62.9 +57.7 - 82.1 +56.9 -61,5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 Ft -87.5 -65.8 +622 +60.6 - 64.7 +59.4 - 83.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 r F.1 z 1 fA 8 c REMARKS KNIT ISSUE REVISE FOR 07 FBC DRWN CL Mean Roof Height 0 -15 165 EXTERIOR ZONE 5 PRESSURES DESIGN PRESSURES (PSF) - Zone 5 15 Tributary Area (Sq Ft) 20 25 30 35 40 45 50 -622 x-59.8 +46.5 , +45.2 -60.8 +47.1 +45.9 -58.0 +44.4 -58.8 +45.0 -56.7 -55.6 +43.7 +43.1 -57.5 -56.3 +44.3 +43.7 -54.6 +42.7 -55.4 +43.3 -53.8 -53.1 +42.3 +41.9 -54.6 -53.9 +42.9 +42.5 -52.5 +41.6 -53.2 +42.2 185 205 - 64.6 -82.1 -60.3 -58.9 -57.8 -56.8 -55.9 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 -66.1 +49.4 22ft 2411 26 ft -67.4 +50.4 -68.7 +51.3 -69.8 +522 -63.5 +48.1 -64.8 +49.0 -61.6 +47.1 -62.9 +48.1 -60.2 +46.4 -61.4 +47.4 -59.0 +45.8 -602 +46.8 -58.1 +45.3 -592 +46.3 -572 +44.9 -58.4 +45.8 -552 +43.6 -56.4 +44.5 -54.5 +432 -55.8 +44,2 -66.0 +49.9 -64.1 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +48.7 28ft 30 ft 32 ft 34ft 36ft 38ft 40ft 42 ft 44 ft -70.9 +53.0 -72.0 +53.8 -73.0 +54.5 -73.9 +55.2 -74.8 +55.9 -75.7 +56.5 -76.5 +57.1 -77.3 +57.7 -78.0 +58.3 57.1 +50.8 -68.2 +51.6 -65.1 +49.8 -66.2 +50.6 -63.6 +49.1 -64.8 +49.8 -62.4 +48.4 -63.4 +49.2 -61.4 +47.9 -62.3 +48.7 -60.4 +47.5 -61.4 +482 -57.6 +45.4 -58.7 +46.3 -59.8 +47.1 -56.9 +45.1 -58.0 +45.9 -58.9 +46.7 -692 +52.3 -67.1 +51.3 -65.6 +50.8 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 -852 +50.8 -64.1 +50.1 -83.1 +49.8 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -71.9 +54.4 -69.8 +53.3 58.1 +52.5 -66.8 +51.9 -85.7 +51.3 -64.7 +50.8 -72.7 +55.0 -73.5 +55.6 -70.6 +54.0 -71.3 +54.5 -68.9 +53.1 -69.7 +53.7 -67.6 +52.5 -68.3 +53.0 -66.5 +51.9 -672 +52.5 -65.5 +51.4 -662 +52.0 -742 +56.2 -72.1 +55.1 -70.4 +54.3 59.0 +53.6 -67.9 +53.0 -66.9 +52.5 4611 48ft 50ft -78.8 +58.8 -79.5 +59.4 -80.2 +59.9 -75.0 +56.7 -75.7 +57.3 -72.8 +55.7 -73.5 +562 -71.1 +54.8 -71.8 +55.3 -69.7 +54.1 -70.4 +54.6 -68.5 +53.5 -69.2 +54.0 -67.5 +53.0 58.2 +53.5 -60.6 +47.8 -61.5 +48.5 -82.3 +492 -63.1 +49.8 -63.9 +50.4 -64.6 +51.0 -65.3 +51.5 -66.0 +52.1 -66.6 +52.6 -59.9 +47.4 50.7 +48.1 -61.6 +48.8 -62.4 +494 -63.1 +50.0 -63.8 +50.6 -64.5 +51.1 -65.2 +51.7 -65.8 +52.2 -76.3 +57.8 -77.0 +58.3 -74.1 +56.7 -74.8 +572 -72.4 +55.8 -73.0 +56,3 -71.0 +55.1 -71.8 +55.8 -89.8 -68.8 +54.5 +54.0 -70.4 -69.4 +55.0 +54.5 -67.3 +53.1 -67.9 +53.6 -68.5 +54.0 -66.5 +52.7 -67.1 +53.1 -67.6 +53.6 5211 5411 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 +80.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 -81.5 -78.3 -76.0 -74.2 -72.8 -71.6 -70.5 -69.6 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 582 +54.0 -68.7 +54.5 5611 -82.1 -78.9 -78.6 -74.8 -73.3 -72.1 -71.0 -70.1 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 -89.3 +54.9 CHKD TSB FLB FLB 8011 - 83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 -70.3 +55.7 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 WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. INSTRUCTIONS FbiR T SE: 1. TABLES ARE INTENDE _TO.-DEP Er'WORSTt5E RESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONOWSIN OF ANY LINK -N9WN _ ARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIOA(S`R� QUIRE FOR USE WITH ESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd TABLE VGA- ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIRE -HE Wi EId LOCAL NICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FO I NGS LES • N 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR A SL % . = - "0 ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER- A5 A SITE SPECI CONDITION. 5. IDENTIFY THE BUILDING MEANIAVERAGE) 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. MRH =O -' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CH- I ® I-� ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO !ialt IC ENGINEERING EXPRESS' 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 MIAMI SHORES BUILDING DEPARTMENT e� PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 285 NE 103 ST, MIAMI SHORES FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL7067.1 60.0 60.0 465 -50.4 35 7/8 x 371/4 NO NO YES 2 DOOR 07-0629.10 75.0 75.0 .j. .(, 123 3/4 x 791/4 .l• .L .L 3 WINDOW FL7067.1 60.0 60.0 4, 4, 517/8 x 491/4 ,l, 4, .L 4 .j, FL6890.2 .l, 4, .(. .f, 171/2 x 491/2 4, 5 4, 4, .l, .l, 17 5/8 x 37 ,(, 4, .L 6 4, FL5823.2 67.5 67.5 .1, -62.2 351/2 x 48 .f, 4, .L 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 FHA DIAGRAM SHEET WItcwilteffiek • MEASURINGTEcI MEASURE/DATE r cUS'rOMER'S NAME FHA LEAD NUNRER. ..:. 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JINNI!"' - J11NINaal�1•IIwl1•!NN€!i•ts.s�� •• - 1♦ a1� II NMI NNI M liN6lrf; G7Anrir!V.g al �; L►'1 11111 J, ur .a t.� r. 'lD1NL�1 './�.ir�!a' oragrz wEl l !!i'}"i !I �,�. lRNNN�5 i�� t� !! +iii ._ iP rl011" r t .%A%;II i1i �I ,.� ;vc tannism rm l i�ilai�Itlal�aNaNNt1a1•ll als s ll ®i. . \` 411',' 7r "w 5, sall°T li �L�ili .' fl 1• NI3�i' i- 11�- jjtL�l ! i rteI !' N®N IMU rida $uilding Code Online ltttp : / /www.floridabuilding.org/pr /pr app dtl.aspx?param=wGEVX... ECIS tome j Log In user Registration 4 Hot Topics Submit Surcharge f Stats & Fads j Pubtcatbns omenura Affairs Product Approval USER: Public user Product Approval Mena > Product or Application Search > AnICadtn_I kt > Application Detail 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 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 MLarevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc 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 ReferencedStandard'and Year(of Standard) Evaiu- on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE x Validation Checklist - Hardcopy Received FL5$23 R4 COI 510484A (Eval Reo SH -8100 Imoact).gdf Sta'ittiard AAMA /101/LS.2 -97 AAMA/101 /I.S.2/A440 -05 ASTM E1886 -02 ASTM E1996 -02 1997 2005 2002 2002 ►f 3 10/25/2010 8:32 AM rids Building Code Online http: / /www.IIoridabuilding.argtpr /pr app_dtl.aspx?param= wGBVX,.. If PA/TAS 201/202/203 1994 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 12/19/2008 01/05/2009 01/09/2009 02/03/2009 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 Imoact).pdf FL5823 R4 II D_uPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Imoact).pdf Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Llmits of U Approve r use in HVHZ: Yes for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +1- 67.5 psf. Installation Instructions FL5823 R4 II CWS -155A (SH-8100 Imoact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 Ij Mikron NOA 06-1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Imoact).odf 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 HVIIZ: 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 52x72 100 DP).odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.odf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).odf Created by Independent Third Party: Yes 5823.4 5H -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, +1- 67.5 psf. installation instructions FL5823 R4 II CWS -295 (SH -8100 Imoact 52x96).odf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.00 FL5823 R4 II Mikron - NOA-064220 01.odf . •• Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Reo 51-1-8100 Impact 52x96).odf Created by Independent Third Party: Yes 10/25/2010 8:32 AM rids )wilding Code Online hup://www.floridabuilding.org/pr/prappdtLaspx?param--wGEVX... dil,aspx ?param=wGEVX... ICI Department of Community Affairs Florida BUIWM9 Code Onikre Codes end Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487 -5824 Fax* (850)414 -8436 C)2000.201.0 The State or Fbride. AE rights reserved. Qtatemed 1 sapyloutatement 1 8e a_Ihmt,: elate.. —.ant I ,PQ- m Software 1 rug mnr cglvkp Survwy Contact Us Product ApprovalAcceptst rf3 10/25/2010 $,32 AM L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Engineering Evaluation Report Report No.: 510484A 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 98. 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bfwhite rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Teahrrkal Documentation: 1. Approval document: drawing number CWS -155 Revision A, sheet 1 of 8, tied 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.Opsf design pressure, 10.13 psf water Infiltration TAS 203-94 - Cyclic Pressure Loading ±75.0pst 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 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, ±75.0 psi 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 Instafation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5psf design pressure, 10.13ppsf 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 Laborat&ries, Orlando, FL. 8100 PVC 511, Fin Installation ANSU/AAMA/NWWDA - 10111.5.2 -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 18881E 1996 Cyclic Load Test, *67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lorries P.E. ,f: Mk d , rw• +.', d ~ .'•�#9 jidi s • ...., 'gyis J. atep- = r,r01. 1 aft - : -:.,.: �,.�o1 1r? C. a +, m .. >` •. .. P- -- q.�i Yr. lee . 07 f r TATS OF .'. Or 1111 \I‘s Luis R. Lomas, A.E. FL No.: 62514 07116/2008 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336- 945.9695 Limitations and Conditions of use: Engineering Evaluation Report Report No.: 510484A Unit size Max..D.LO. Design Pressure Ratin Impact Rating . Up to 376 x 63" 31 9/16" x 27" t 75.0 pef Large and Small Missile Impact Up to 53118" x 76" 4711/16" x 3311/16" *67.5 psf Large and Snell Missile Impact • Units must be glazed with 9;" IGU consisting of outboard cite 1/8" Ann — Air 6" laminated inboard lite consisting of 1/8" Ann — .090° Dupont Butadte PVB interlayer -1/8° Ann per AS • Dupont Butacdte PVB intedayer per N.OA 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. lnataliatlon: • 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 products} 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). 2o r f2 7". .rat° i(Irft,,fy' 4,:s'• • • 4z • tot i i f_! I[[[jjjl JJJ��/i�r�J /_�, A Ille .:, *i 0 5 .* r. r •.;a . ,. . *,.: TAT OF ;-Au ., ..•:. ° %dIS 6 o•s 941.1` „ Luis R. Lomas. P.E. FL No.: 62514 07/16/2008 75' MAX OVERALL HEIGHT 74 314' MAX UNIT H SINGLE HUNG ELEVATION (JMPACTI (SHOWN W/ DIFFERENT OPTIONS) 63 yr mAX. OVERALL FLAM3E WIDTH 718• MAX. LAAT WIDTH 4711/1! GUMS DLO 5318" MAX OVERALL tAN013 WIDTH 51 71r MAX. !MIT WROTH 4711 /1• GLASS DL0 68111• MAX GLASS VO ERM.I 01.0 FLANOB HEMPIT 0311 ' MAX UNIT HEIGHT 3011! 33 Ms. MAX. GLASS SASH DLO /]EIGHT 03 MAX OVERALL FLANGE HEIGHT 82 38" UNIT HEIGHT 24 513 MAX. BASH HEIGHT 45 1118 GLASS OW 60140 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & H IlATIONS..._1 ANCHOR SCHEDULE & NIOTES..........2 OF CHARTS & GLAZE NG DETAIL......_3 EXTRUSIONS&BOiL INSTALLATION DETAIL 1 8 8 11! GLASS DLO 21 3/! GLASS DLO GLASS 01.0 273/15° GLASS 180 451/18° GLASS DLO 5 HI SASH ORIEL 5318' MAX, OVERALJ. FLANGE WIDTH 51 71! MAX. UNTT WIDTH 4711/1! GLASS DLO HEENIT 821/1! MAX UNIT 636/16' MAX HEIGHT 2A MAX. 5118' SASII /!EIGHT SLIM CEASE DLO 21' GLASS DLO 46 1/16 GLASS DLO 4 HI SASH ORIEL NC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTEDITLON 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "080 4. DESIGN PRESSURE RATING (SEE TABLES -SHEET 3) •NEGATNE DESIGN LOADS BASED OM TESTED PRESSURE AND GLASS TABLES ASTM E 130/1. - POSITNE DESIGN I.OADS EASED, ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ABTM E 1306. 5. ANCHORAGE: 171E33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL 8. SKITTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT HEED AT FIXED MEETING RAIL AND JAMB. EL REFERENCE TEST REPORTS: NCTL- 7153188.2. NCTL -210- 3188.2A , NCTL-2103166 -3 , NCTL 2103168.35 S. SERIES 1 MODEL DESIGNATION 8H41 0D. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, SUCK AND FRAMWO 18IRESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWS X.. OPERABLE BASH, 0 = FIXED SASH 12 SECTION CAU.OUTS FROM EQUAL. SPLIT ELEVATION APPLY TO ALL ELEVATIONS INA SS6LAR LOCATION. 37' MAX OVERALL. FLANGE WIDTH 35 W7 MAX UNIT V1117TH 31 M1! 04AS8 DLO 6! MAX OVERALL FLANGE HEIGHT 61 3/4 MAX UMT HEIGHT 8• MAX SASH HEIGHT 20 GLASS 010 273148" GLASS 01.0 r t.' +Pi •L:. PROPI0ETANYAR3 CONFIDENTIAL TItfi NSFRIPri110NCA61TAO8D IN THIS ORAWINQIS THem&ARO 3 I OW SY8TIDAS.D,IC -ANY R! 600i00ONIN PART OR AS lH ARMEN PERSIMISSOF=TOM 1PANDS ISYSTEM5,NC IS 261511! GLASS DLO EQUAL SPLff ANT G ;AY013 IFM N Al SH FOR 7) P.) NOTE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAIL ALLOWABLE SHIM STACK TO BE 114. USE SHIMS WHERE SPACE GREATER THAN 111698 PRESENT. 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY P1ASflC OR BETTER. WOOD SHIM ARE NOT ALLOWED ANCHOR LAYUT O-(FINE - WSWMINS M MIOSO (SPECIFIC FOR ?SDP.) INSTALLATION ANCHORS TYP. C4 3<76° DIA. ELCO TAPC IASONRYANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY lM Y WOOD BUCK INTO MASONRY, A MASA EDGE DISTANCE OF 21LTSHALL BE ACHIEVED. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TOACH A MIN. EMBEDMENT OF13/8" INTO 2BY WOOD BUCK 8. #8 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. i' 0. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL. „W..' NOT 85 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 PROPERTIW' A WOOD - MNIWUMSPECIFIC GRAVITY OFG*0.42 .. e; B. CONCRETE • MINIMUM COMPRESSNE STRENGTH OF 3,200 PSI. o° C. MASONRY - STRENGTH CONFORMANCE TO ASTM C•90. GRADE N. TYPE 1 TOR GREATER). Z. A UPDATED PER NEW FBC REQUIREMENTS 1 071D7AT8 a • PROPSISTAR"ANOW6p i7W. ' • 4 THE SFORMAHON CONTANEDWTHSDRAMNSIS"MSSAET 11: - WINDOW SYSTEMS . INC . ANY REPRODUCTION MPAR7Oft AS&WHOLE - rovRa QummuSBloN OF CUSTOM WINDOW SYSTEMS, INCAS PROISSYY `¢ 41p 19.. Y ds u' +i 'f �S1N44THAVE. • CALK, FLORIDA 34474 t.' SCHEDULE & N OT5 i T _ .AtA '' -7 j� 'T4, t P4 SINGLE HUNG 71112008 v c:° ERE • 1eY.A1F L• ROB W1 L514 r 8100 r • :' ?: ADE NTS �V. LETTER' A Raz Cr8 -155 SKEET: ; 2 OF 8 MOOILAR91Z 1+11177 - WINDOW M fatoirm YVIIDTH , 231/2 271/2 GLASS rift 271/2 ?! 1/2 31112 35 1/2 38112 41 1/2 43112 47112 511/2 53 112 65112 591/2 531/2 5251/2 871/2 711/2 74314 B A B +75/,76 + 75 1; 75 • 751-75 +751 -75 +75/ -75 +757-75 •751-75 +75/ -75 +751 - 75 +757 -75 +757 -75 +757 -75 +751 -75 +751 -75 +751 -75 +751 -75 + 751- 75 +757 -75 +757 -75 +751 -75 +751 -75 + 751 -75 +757 -75 +757 -75 +87.5/ -87.5 +87.51 -87.5 +87.54 -57.5 +575/ -87.5 +67,51 -87.5 +57,51- 875 +57.5/ -575 +575/ -87,5 +67.57 -57,5 +67.5 / -61.5 291/2 A. B +751 -75 +757 -75 +75/ -75 +75/ -75 +751.75 +757 -75 +761 - 75 +751 -75 +757 -76 +75/ -75 + 757 -75 +767 -75 +8757 -875 +6757 -87.5 +87.51.675 +6757 -57.5 +6751 -S7.5 31112 A. +75 Y75 ♦751 -75 +751 -75 +75/ -75 +75/ -75 +751 -75 +75/-75 +757 -75 +75/ -75 +751 -75 +751 -75 +751 -75 +57,51 -575 +6751 -57.5 +87.5 /- 57.5 +57.51.57.6 +6757 -675 35112 A.B +751 - 75 +75/ -75 +751 -75 +751 -15 +751 -75 +757 -75 +751-75 +751-75 +75/ -75 +757 -75 • 75/ -75 +751 -75 +87.91 -67.5 +57.51 -57,5 +57 .81 -87.5 +57.57 -875 +675 7- 575 39112 A, +57.51 -87.5 +67.51.875 +6751 -575 +57.51 -675 +87.51 -67.5 +6751 -675 +87.51.875 +87.57 -87.5 +67.51 -67.5 +675187.5 • 67.51 -57.5 +87.5/ -875 +57.61 -87.5 +57.5/ -57.5 +6751-57.5 +8751 -57.5 +8751 -1775 41 111 A. B +6751.675 +67.51-97.5 +675/ -87.5 +87.5/ -875 +8187 -87.5' +67.51-67.5 +6751.875 +11751 -87.5 +87,5 7 -W.5 +6751.67.5 +87.5/ -67.9 +87.51 -875 +57.57 -57.5 +57,57 -87.5 +8751- 575 +87.51 -57.5 +6751 -675 43112 8,6 +87.51 -57.5 +5757- 57,5 +5757 -87.5 +57.5/ -67.5 +67.5 J -87.5 +57.51 -575 +8751- 575 +87.5! -67.5 +5757 -875 • 57,81 -67.5 :+87.6/ -67.5 +67.57 -87.5 +8757 - 575 +5757 -57.5 +67.6/ -675 +5757 -57.5 +8757 - 575 47116 A,6 +57.51 -575 +5751- 57.5 +575) -675 +5757..675 +67.57 -67.5 +6751 -875 +5751.575 +57.51 -87.5 +57.51 -875 +675167.5 • 67.57 -57.5 +57.51 -675 +57.61 -57.5 +57.57 -57.5 +5751 -875 +67.51 -875 +6751 -675 511/2 A,8 +67.51-57.5 +8751- 87.5 + eta / -axe +57,51 - 575 +57,5/.67.5 +57.57 -67.5 • 6151.87.5 +57.5 / -57.5 +8757 -57.3 •6731 -67.5 +87.51 -575 +67.51 -87.5 +57:51.875 +87.57 -675 +6757 -575 +6751 - 67.5 +5751 -675 COMM013111 WEB 1TIPtoTIP) NIGHT RD MTH (66 GUM TYPE 26 : 36375 58575 58 83 72 78 15118 A.B +7511.75 +75/-75 +751 -75 +751 -75 +751 -75 +8757- 875 +67.51 -675 281/2 A.5 +757 ;75 +751 -75 +751 -75 +757 -75 +757 -75 +875/ - 675+87.51 -67.5 A.B +751.75 +757 -75 +757 -75 +751 -75 +757 -75 +87.5/- 875 +87.5/ -57.5 53178 A. B +5757257.5 +57.51 -57.°' +67.SI- 8787.5/ -67.5 +5757 -87.5 +575/ -875 +67.51 -57.5 914' OVERALL Br ANNEALED 13LASS 6716' AIRSPACE 5118° LAMINATED 118' ANNEALED [BLABS 3132 DUPONT PV5 R TE119AYBR 118° AMJ6AL.ED GLASS 3/4°O OVERALL 118° TEMPERED /BASS 5/16' AIL SPACE 5/15- LAMMED 178° ANNEALED GLASS 9842' WPM' PVBINIERLAYER 175"ANlEALEO1LASS NOTE: 1.F SIZE INTENDED IS NOT SHOWN,LISE NEXT LARGER S GLASS TYPE IMPIIL&W Y AMP wefinextni. THE NFORMA'RONCCNTAINEDI4Tl1S 6d65T 5SQ1.EPRO WMIOW8Y5TEMS. R.6'. AM(REPAOSUCTION RARTOR ASA wErrrEtPFA748BIONOF cusses 6460:6918811941L 616.45 6 1161 -611211111" IMPACT HOOK SPACES: 1) SILL HOOKS: A) 8e FROM UNITMER TO EDGE OF HOCK. $}A THIRD HOOK IB CENTERED IF UNIT WIDTH IS GREATER THAN 3T^ 21 BASH CATCH: A) 8.1W FROM SASH CORNER TC EDGE OF CATCH. BJ ATHIRDCATCH IS CENTERED IN SASH IF Ufa WIDTH RiGREATER THAN 37'. BASH AND FRAME HOOKS ARE TO ALIGN WITHW W. OVERALL FLANGE HEIGHT GLASS 'TYPE SEE SHEETS DETAIL A UPDATED PER NEW FBC REQUIRIEMENTS I 07!07!08 BUT e- .4 "' OR CLAR m' E-20,23,25,28,31,37.44,48,47,49-5255,83.64,67,68. PROPRIETARYANO COIRDEST L 'Rife OQN$yWTION CONTAINEDFNTHIS DRAWING ISUC SEpgpP�'!At - • .FLP 514. TA 1T1Et4 YSTIOR.1NG.,Amy rioNINTARTORASA FL P Q51.4 , 1N1ITIEN PERid59ICN OF CUSTOM WINDOW Systems. INS. *PR.OMOTES- o ... Rama Pad a 11Qeoip tioe 145031 W B1twang.,PVGttud 2 3 145031 ambit - SF{w1RO.,PVC,, Si •8531 Mal Pr.,SttritYg,.WC.L.it. 4 5 6 a 9 le It 22 13 24 16 16 17 I5 19 25 146031 Maki FP., BM, w/98., SIC. R23. 446001 NW. Rd Fxd 81458 RSkd.Fxd.Wt. 1-66027 6801 PAW. Rd, PV0 141451 Akin. 845h Wet Re/ Hama Sash tk6omRN, plc &1455 Writ8.5.W5.8a1 145051 ..9h 1Rtvrop/132t R11 5.1418 ¥405L 68.818261/ 13601e Ok 85.. 3,147811., 1loei6. 8-81015 438. 1112., 314,Fxd., Vest. sans 105. Rd.314'.Saoh, Hodr. 84516 56.8d. 314 ",Seah.Ve5t 136013 56120 Adapt..11/NB. WC, Berk. 54014 Scat, Adapt..PJC,855. 605n Sap/ liter. F4/0, 1116t. 21 8.1576 Fr. GAO. WC. M0..BH1iLHBt1i 22 ss 6-15511 Rash Caok, WC, 6-2504 Anchor CIO 24 22 5.3065 Bash Cam PVC 26 P-3045 take Gat Op P3753 Lack, Nate A/C 21 3a 31 32 27 33 31 40 42 4.1 44 45 46 47 16 49 51 53 53 51 P3784 keeps, papal. WC I4-3215 tyllhep Cow.wi Rap 141 Reid. 561e, FAX P.3478 9kdp:.0270x .187 beck Fl1500I.06 y P3765 !6 5 2000 FP 05!025 53750 15x'0.625Ph5•8115 54051W 45x 12605i FH 0012. P3748W 156 x 6625 0kmd FH lDC, voce 53585 WS x Orhh R473( 2 53555 58x35'111541542 P3343 Seem Brats. 5745806 5.3752 tap 5u9. 112' 1.04 53435 Hot Skit TRSeaL9i 53495 Hot Malt. 1105601. 5-3352 Set. Bk.. 86 Oa., IIW x 65" x rLg. 53113 81441061411 Cert. LAW 221iCT6b. 450 52851 Seapoioiy 124.7021024 53513 C7ASLOLtkphi Gloss; Filed Glass. 'Sash 55 53251 0.1 52210 63 54216 apical= 674* Sohtea Mute, Mork. 56550 Rakm, that 64 53321 55 531481 Px32' 8 67 P.3029 68 593 Scrim 48418 Cxxoar.Ksy Sweep Chit 18 a 15 Fbcrgkss Se** aptne..155 Oa., Bk. Scre 0Put Tab $crash Spew, 58 69 •5039 Maki . 511,w22'b. 51C, 10 5-1112 GSUIUBOW 11 72 2+4023 Bub vinyl wlJ0 1 Sac .25014gh 55113 85556 Support for WC 3.125 3,455 PVC FRAME FIN -6026 1,10- PVC SASH MM. RAIL -6028 I'VC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 1.647 PVC FRAME FLANGE -6031 REINF. FIXED MTG. RAIL-1499 ALUM 6083 T-6 PVC FIXEC} MTG. RAIL -6001 1- REINF. SASH MTG. RAIL -1497 FR. HOOK IMPACT (SH SILL) REINF S.13.11./S.S.R. -1498 ALUM 6063 T-6 ALUMINUM 6063 -T6 ALUM 6063 T-6 3115" NOTES: ITFMS 8346,41 , 60.56 -61 ARE NOT USED ON THIS PRODUCT. 1 21/2"��t116" ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 VS" I�-- 1 1/2" 21018' 3/8' PLAN VIEW OF ANCHOR CLIP fr .L-- PVC SCREEN SUPPORT - 6014 0 1/4' 1.357 ERAMMIREE SSIBSIBIXAM 3 PVC SASH STOP -6029 PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 SASH CATCH IMPACT ALUMINUM 6063 -T6 A I UPDATED PER NEW FBC REQUIREMENTS I 07107105 SW 44TH AVE. FLORIDA 34474 Q. 64r�d6�b w. a ZXTRUSIONS I MO N: 111PACT a Q _ .. SINGLE - -..... ADE TE ,7141008 a • ....- L� 9flfr "" NTS 714 =EPIA1UiNCONTAS�WTFffi REPRODUCTION I PART RASAI/ AI/MOLE WRITTEN 1('SY81EIx8. INC ' c TOM WIUChiNi WPMT (N1 AS PRf16e.E - FL 5.6,410. 82514 iVR1TTk?IP�t118610N1F CUSTOM M7117[a1N aY67DA6,1NG.�PA05OD1EO-' 1 - • 6 f irobi SWS -155 Y' A '5018 CAULK BETWEEN BUCK AND OPENING; BY OTHERS C NCR£IEIMASO BY OTHERS LUC (MN. EDGEDl8T.) ti (MIN. EMBEDMENT) 114' MAX SHIM AWE NOTE 2& 3 ON SHY. 2) 2i (MIN. EOGE DIST.) EXTERIOR FINISH BY OTHERS PERIMETER CAIAK BY INSTALLER (MIN EMBEDMENT) 1 114' MAX SHIM J NOTE 1 BY WOOD BUCK. BYO1HEte WINDOW FRAME < 11A1'1 ANCHOR CUP HEAD INSTAUATI1034 ANCHOR, 311B' D A. MASONRY ANCHOR WINDOW FRAME 11111' -- - SILL "1.• '` -z � "! �.• ��PEI ER CAULK BY INSTALLER EXTERIOR FINIEM .!++!rIimr r fiwiea___ �. 1 BY OTHERS .. iA'Im. ,.∎• ■a mil N."""� O. '+ •• +P.•O 1yA. p� pO A + 4* s • • +4+p +.M.. ♦O± ' �i••+O•a �A • • ' • at 41 • 4 A a04Aa sa a; t4 b4 !sa a a A. t • a A46 4 t • as a ANCHOR CLIP INSTALLATION ANCHOR, NW DIA MASONRY ANCHOR 1 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPFTBNG) BY OTHERS INSTALLATION ANCHOR, 3/16 OM MASONRY ANCHOR ANCHOR CLIP 114' MAX SHIM (SEE NOTE 2 A 3 ON BHT. 2) CONCRETEMABONRY WINDOW FRAME JAMB PERIMETER UU( BYISTALLER (\ HORIZONTAL SECTION k. )CLIP dNRY) WINDOW FRAME Slit PERIMETER CAULK BY INSTALLER EXTERIOR RAOSI4 BY OTHERS (SEE NOTE SHIM 3� {MN. EMBEDMENT) ON BHT. 2) r 4 d*4,4 • (NSfAL.RATION ANCHOR, MO WOOD SOREN CAULK BETWEEN BUCK AND OPENING BY OTHERS 2BYBUCK BV OTHERS PERBMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ANCHOR CLIP HORIZONTAL SECTION AU CUP (WOOD) INSTALLATION ANCHOR, 3118' ESA. MASONRY ANCHOR. 1141 MAX.SHIM (MIN. EMBEDMENT) 1 BY WOOD BUCK BY OTHERS (MIN. EM BEDMEIIT) BY OTHERS ALTERNATE PRECAST SILL DETAIL OLIP (MASONRY) CONCRETE/MASONRY BY OTHERS (MIN. EDGE DST.) A f UPDATED PER NEW FBC REQUIREMENT$ 1 07A87/08 .. 4 EW 44TH AVE. FLORIDA 34474 C YOThE1F1tdA80HRY 2 DET W p - IMP OTHERS (MIN. EDGE DIST -) P.': a - �"'' ° Lz: al . 4 PVC SINGLEH FA Y e 8100 NTS 62514 C VERTICALSECTION W, CLIP (MASONRY) PRRPAIETARYAND GDW1DENTh L THE kV 2YST10NCONiA @1H1EITE60RAWIN813 TtixsaLEPNDPERTY OPSaJ6�Y 1MNDGN&YBMEMA. WI. 18 DRASA�1C•TME BARMEN powassIoN 6 OF 8 (EDGE DIST -) CONCRETE/MASONRY BY OTHERS CAULK BETWEEN B UCK AND OPETIM2 BY OTHERS BY EXTF.RIOR FINISH OTHERS PERIMETER CAULK BY INSTALLER • P • • P • • `. • • ►. Pa DRYWALL BY OTHERS • • • i• • P. �.• •P• w D• • P+ WINDOW FRAME. I-IEAD WPM Z1- Ng- lit 1 (MIN. EMBEDMENT) DRYWALL BY OTHERS OONCREYWMASONRY BY oTHERS INSTALLATION ANCHOR. W18° NA. MASONRY SCREWWNEAPRENE BACKED WASHERT RU=CREIN SUPPORT t BY WOODEUCK BY OTHERS L1J4. MAX SHIM (SEE NOTE.263ONs tr 2) CAULK UNDER SCREW HEAD EY INSTALLERS INSTALLATION ANO WR. 3118• DIA- MASOMtY SCREW NNEOPREtE. BACKED WASHER T * U SCREW SUPPORT WINDOW! FRAME SILL CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER =ERION FINIsH BY OTHERS - 1{.111 AP PpAii t. ►•iP. •� •. •4•• MN EMBEDMENT) I tAa 2 112" EDGE DEBT) • ;.1a CALLKBETWEEN BUCK NDOPENING BY OTHERS INSTALLATION ANCHOR. 9118° OIA MASONRY SCREW vdNEOPRENE DAOKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT ST OTHER 1/4• MAX SHIM (BEE NOTE 263 ON SHT.2) coNDRETE064450 BY OTHERS j vERTICAL SECTION 7/ FRAME (MASONRY) SILL. STOOL. BY OTHERS USE SOLID WOOD BUPPORTTO MAKE BELL LEVEL BY OTHERS 1 BY WOOD EUCK BYOTHERB 11 1l4° MAX SHEM (BEE NOTE 263 ON SW. 2) ir iii yi t ' 1N• MAX SHIM (SEE NOTE 2 6 3ONSHT. 2) CAULK UNDER SCREW •HEAD BY NIBTALJ.ER PERIMETER CAULK BY INSTALLER ECERKIR FRESH BY OTHERS HORIZONTAL sEcTIon VI FRAME (MASONRY) CAULK UNDER SCREW HEAD BY WSTALLER ; 1•... FRAME ISLC (NMN. skimDMENT) ••! BY OTHERS •• PERIMETER BY INSTALL ERA WINDOW FRAME SILL PERIMETER CAULK BY INSTAL I ER EBY XTERIOR FINISH oTHERS 2 BY WOOD BUCK BYORHERB • INSTALLATION ANCHOR, NM DIM- .. WORD `B ANCHORWNSOPNENE ► ACKED WASHER THRUBCREW • suPPORT (13\ HORDONTAL,SEOTIoN FRAME(WOOD) INSTALATTOR ANCHOR, 3116' DIA. MASONRY SCREW YNEOPRRNE BACKED WASHER THR U scREW SUPPORT Fur MAX SHIM (SEE NOTE 263 ON BHT. 2) EXT. FINISH BY OTHERS ccNtJIETRAAMONRY BY OTHERS (MIN 86DMENi) (H% ALTERNATE PRECAST 311.1. DETAIL FRAME (MASONRY) (km EDGE. DST.) CAULK BETWEEN BUCK AND opENING BY OTHERS A UPDATED PER NEWFBC REQUIREMENT 1 710710E • ♦yA • 11f - `►b•' ' `{ ° a0.44.:- ° &V 44TH AVE_ + ire .., :• 0.-, FLORIDA 34474 4474 (rNNENBHX�NT) ...;...• '• •' @ . • ,. i=- (MIN.EDGEDIET.) PAWRETARYAND 1444E EiAAL •:'•- i . •a4T�". ` $r. - $ •' .'.,�, T7EINFOH M1DIIcONTPJN IN THBMRLAYMNS L3 THE w1.4PEP "cw e,;�,- -- 8100 ' A4aD04V8YSL6NB. INO, aNfrRe +R000CMMONBIPARYORA8A1MiWEL,: IMMEtPELMMON OFCUMOM%MOWEY'STERS. IiC. lB PRO +C; Ft. Be •�' c• t' INT- ALIATION DET THRU FRAME - w Y: IN g �e ADE t•- 717120DH NTS LEITER A " GINS-183 T'7DFs WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER.. PERM ETER CAULK BY INSTALLER WRiDWW WRAP BYVIBTALLEO; t. • BY�OTHEERRS • SH SHEATHING BY OTHERS VERTICAL SECTION l✓ FIN WOOD} 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, MI WOOD SCREW Ma' MAX BT4Bt (BEE NOTE 2 d 3ON ENT. 2) 1!4' MAX SI* (SEE NOTE 2 S 3 O SHT.2) 2 BY WOOD Buck BY OTHERS INSTALLATION ANCHOR. WI WOOD SCREW RAIN EMBEDMENT) pRoFRIETARYANDcumnEraMt. 'A- TISINFORMAttONCONTAKEDRORIioRAWDLiMTi f@Eems PROPERTY • • e WIN)ONPRAML M INC.AM/ REPROWCTIONDIPARTORASA WRITTENPEW/815RM OF =ram 4$fOMN WSYSTEM NM GP ON HORIZONTAL 8EC11O10 FIN (WOOD) . a . ti�.r. i� I�BSW44THAVE. to9,00CALA, FLORIDA 94474 o$ &. 141INSTALLATION DETAIL WOOD CONST - I Irj.CT ]RAYWS SY :ADE 78/22006 IlCAI7r: NYS Cgna.wa.:C4VS -155 7 %TITER: A SKEET: B OF 8 r °,49.0.: PVC SINGLE HUNG F- tiratiaiac�»Z BTOD Florida Building Code Online http : / /www.floridabuilding.org/pr /Pr app_dtl.aspx ?param-- wGEVX... 8C1S Home tog In j User Registration t Hot Topics Submit Surcharge : Stets & Pacts ; Pub6catkms 1 FBC Staff 1 BCIS Ste Map ; Wks Search I Product Approval USER: Public User tocructApanzynlittax > Dosttits[APirkritb.o_ S.5A[i1 > PpPfotrr.e.L t > ; . ,, ion Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Custom Window Systems Inc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone /Email Category Subcategory Compliance Method 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ra • t +cws.cc eport from a Florida Registered Architect or a Licensed Florida Professional Engineer. Evaluation Report - Hardcopy Received 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 07/21/2020 Validated By Steven M. Ditch, PE ,. Validation Cheddlst - Hardcopy Received Certificate of Independence EL §89Q 1.3 CQI 510489A (Eval Rep CA-8400 Impact).odf Referenced Standard and Year (of Standard) standard Year, AAMA /101/I.S.2 -97 1997 AAMA/WDMA /101/I.S.21A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 1 of 3 12/13/2010 4:29 PM Florida Building Code Online http : / /www.floridabuilding.orgpr /pr app_dtl.aspx ?param=wGEVX... PA/TAS 201/202/203 1994 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 12/19/2008 12/29/2008 01/08/2009 02/03/2009 I1 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /heat strengthened glass). 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: 8400 Vinyl Casement (Impact w /heat strengthened glass) Large Missile, DP = +/- 67.5 psf, 37x72, Laminated glass will have DuPont's Interlayer when used in HVHZ. Installation Instructions FL6890_1 ... ...... - .. • :. :- 1,49QImgact),,p FL6890 R3 I1 DuPot PyB NOA 05- 124$02 p f. EL6890 R3 II M,-,jkron NOA 06:1220 01,1 f Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 ',_ l' '- :-p CA-8400 Imp8ct).odf Created by Independent Third Party: Yes 6890.2 8400 Vinyl Casement 8400 Vinyl Casement (Impact w /annealed glass). Limits of e Appro for use in HVHZ: Yes ed for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: 8400 Vinyl Casement (Impact w /annealed glass), Large Missile, DP = +/ -60 psf, 37x63, laminated glass will have DuPont's Interlayer when used In HVHZ. Installation Instructions FL6890 R3 II CWS -161A (CA -8400 Impact).pdf FL6890 R3 II DuPont PVB NOA 05 -1208 02.pdf FL6890 R3 IT Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL6890 R3 AE 510489A (Eval Rep CA-8400 Impact),pdf Created by Independent Third Party: Yes 6890.3 8400 Vinyl Casement Impact Window CA -8400 Vinyl Casement w/ heat strengthened glass. 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, 40" x 63 ", DP = +1- 75 psf, (Impact w/ heat strengthened glass, PVB). Installation Instructions i_.. :. 1 ` 14: .-_44 A - :dill r im.. x . 1 FL6890 113 II DuPont PYB NOA 05-1208 02.pdf FL6890 R3 II Mikron NO 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports . i 1 141.(E4Y111 Rao CA 8400 tmpact40 63),pdf Created by Independent Third Party: Yes [Ii10-114. Department ofCf mnnatt8y Affairs Florida Bulkihrg Code Online Codes and Standards 2555 Shumafd Oak Boulevard Tallahassee, Florida 32394 -2100 (850)487 -1824, Fax (850) 414 -8436 0 2000 -2010 The State of Florida. All rights reserved. P,Wacv Statement 1 CarsirictUtstement 1 Accffisjblitakteonnt 1 Wua -M Software 1 Customer Service Survey 1 Contact U9 Product Approval Accepts: 2 of 3 12/13/2010 4:29 PM Florida Building Code Online 3 of 3 htlp://www.floridabuilding.orepripr_app_dtl.aspx?paranr—wGEVX.,. FdP 12/1312010 4:29 PM B. Roberto Lomas P.E. • 1432 Woodford Rd. Clemons, NC 27012 336 -945 -9695 Manufacturer. Custom Window Systems ' 1800 S.W. 44th Avenue Ocala, FL 34474 Engineering Evaluation Report Report No.: 510489A • Product line: 8400 PVC Casement -- impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirdments ofthe Florida Department of Community Affairs for Statewide Acceptance per Rule 98- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building. Product description: Casement window, impact resistant made of white .rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation; 1. Approval document: do wing:number'CWS -161 Revision A, dated 08//912008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 2.10- 3274-1, signed by Gerard J. Ferrara P.i . National Certified Testing Laboratories ' TAS 201 -94 Large Missile Impact Test .TAS 202-94 Uniform Static Air Pressure, ±67.5psf design 'pressure, 10.5psf water infiltration TAS 203 -94 Cyclic Pressure Loading ±80.Qpsf design pressure b) Report No.: NCTL 210- 3274-1A, signed by Gerard J. Ferrara ME National Certified Testing Laboratories ASTM E 188G.02 and ASTM E1998 -02 ASTM E 1886/E 1.996 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 1886/E 1096 • Cyclic Load Test, h60.0psf design pressure • c) Report No.: NCTL, 210- 3276 -1, signed by Gerard J. Ferrara P.6 National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static•Air Pressure, .t67.5psf design pressure,10.5psf water infiltration TAS 203.94 Cyclic Pressure Loading ±67.5psf design pressure d) Report No.: NCTL 210- 327 &1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E•1886-02 and ASTM E1996 -02 ASTM E 18881E 1996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t67.5psf design p, ssure e) Report No.: CTLA 1844W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NVW/DA 101li.S.2 -97 Design pressure: ±60.Opsf Water penetration resistance: 10.5psf • 3. Anchor calculations, report number 610110, prepared, signed and sealed by L Roberto Lomas P.E. 1 of 2 `a\\I l %.l i. lIl / /.f a 41 4 ,:y" A ww I ., .� uTAT OF 4 ` 1 -#14/65/04b "S.:1/44;\\O • '� '; :Z'+rS,t . oa s Zvi cs. • n ..•� 1 • -�9'>«:''t: ,50. y � �..�t ;tip,,.. 2 ..Roberto Lomas P.E. 142 Woodford Rd. Clemmons, NC 27012 336- 945.9695 Limitations and Conditions of use: Engindering Evatuatton Report Report No.: 510489A + Units up to 37 "x83" must be glazed with: %+ IGU consisting of outboard rte 1/8" Ann -- Air – laminated inboard lite consisting 011 /8" Ann – 0;090" Salutle or DuPont PVB Interlayer -1 /S" Ann, perASTA1i E 1300 -02. . Units up to 37"`x72" must be glazed with'/" 1GU consisting of: outboard lite f1` /8° 1.15 - Air– laminated Inboard lite =slating of 1/8" HS 0.090r Solutia or DuPont PVB intertayer --1B" HS, per ASTM )w 1300-02. • Sotutta interiayer per NOA.03-0827.08 • DuPont interlayer per NOA 05. 1208.02 • This product is rated to be used in the HVHZ.. . • This product is impact resistant and doss not require Impact protection Ili wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -161 -Revision A. Certification of Independence :. • 1 Please note that 1 don't have nor will acquire a financial interest In any company manufacturing or distributing the product(s) far 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 produot(s). • 2of2 ti f� 1ti •a b �J` �. 33. Irb 01.895 :illtiS go 3, TAT OF 4,'k let 041.i.•":1•:irh ..� • . {. • • ,•� Lliit9'R.Lama, fti•1` r' ;a;..• FL ' O7/'17&p,00 • .r - t " ; n• < . • IIIIIIIEM=MEIMIIII Unit Size U. to 37 "x63" Max. D.L.O.. Des] , n Preesure,Ratln *60.0 •sf' 29'/, "x55'/. IMP if — • }IY,'n U • to 37 "x72" 29'Wx84'., *67.5 •sf 1 MIA • ° .. • + Units up to 37 "x83" must be glazed with: %+ IGU consisting of outboard rte 1/8" Ann -- Air – laminated inboard lite consisting 011 /8" Ann – 0;090" Salutle or DuPont PVB Interlayer -1 /S" Ann, perASTA1i E 1300 -02. . Units up to 37"`x72" must be glazed with'/" 1GU consisting of: outboard lite f1` /8° 1.15 - Air– laminated Inboard lite =slating of 1/8" HS 0.090r Solutia or DuPont PVB intertayer --1B" HS, per ASTM )w 1300-02. • Sotutta interiayer per NOA.03-0827.08 • DuPont interlayer per NOA 05. 1208.02 • This product is rated to be used in the HVHZ.. . • This product is impact resistant and doss not require Impact protection Ili wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -161 -Revision A. Certification of Independence :. • 1 Please note that 1 don't have nor will acquire a financial interest In any company manufacturing or distributing the product(s) far 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 produot(s). • 2of2 ti f� 1ti •a b �J` �. 33. Irb 01.895 :illtiS go 3, TAT OF 4,'k let 041.i.•":1•:irh ..� • . {. • • ,•� Lliit9'R.Lama, fti•1` r' ;a;..• FL ' O7/'17&p,00 • .r - t " ; n• < . • 7 CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN Wt DIFFERENT OPTIONS) TABLE OF CONTENTS GaIERAL NOTES & ELEVATIONEL—i . ANCHOR SCHEDULE & NOTES D.P. cl4ARTs & GLAZING DETAILS..—__..-3 SECTIONVIEW & ALT. .4 EXTRUSIONS & INSTALLATION 0ETAILS—....._____343 S3 lir MAX ovERALL imam 3T* UNIT wont 3S RS2' MAX. 4AsHisnOTH 1:14 1PP MAX. OVERAU.. REIGHT • guar MAX. SASH • IisusHT 1 2SLILt — caAssm:13 — RIGHT HINGED -SHOWN LEPTHINGED-OPPOGITE 33 te, GLASS DLO ntratiP.ACEBEDUnattn. i. THE PRODUCT SHOWN HEREIN Is DESIGNEE AND MANUFACTURED TO COMPLY WiTH TIIE FLORIDA /IMMO CODEURRENT EDMoN. 2. Gt.AZING DETAIL& (SEE SHEET 3) 3, CONFIGURATI)N& ALL WINDOWS ME OPEN TO OUTSIDE LEFT OR F3StiL 4. DESIGN PRESSURE RATINGS (SEE SHEET 3) -NEGATIVE DESIGN LOADS RASED ON-TESTED PREsSUREAND GLASS TAMS ASTIR isoo -POSITATE DESIGN LOADS BASED ON t.b PRESSURE. WATER INFILTRATION TEST PRESSURES AND CLASS TABLES ASTM E 1300 5. ANCHORAGE THE 33 1L3S STRESS RICREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 'PRODUCT. SEE SHEETS13-11 FOR ANCHOR DETAIL ik ;NUTTERS Nte.NIXRPV.REP„t 7. ALL FRAMES AIM VENTS FULLY WELDED. IL REFERENCE Its REPORT& NCTL-2I 0-32744A . NCIL-210-32741 • licTL-2104276-4 A. ND7L-21043275-1. D. sERIESINNXIEL DESIGNATION CA-5440. I& wow) autlicaR STUD FRAINNGTO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, DUCK OR PRAWNS Ei THE RESPONSIBLITY OF THE ARCHITECT OR ENC4NEER OF RecoRD. if. THE DESIGN/1210N X STAND FOR THE FOLLOWING: X 4 OPERABLE SASH A 1 UPDATED PER NEW FBC REQUIREMENTS ISTIOVOS • • PREPRIETlaY AND cabrIDENTIAL • • womm-noN =ammo IN tits mama= ire SOLE PROPERTY PF CI.1515:114 vfflasONSYSTFJASANG.Agf REPROIX.C110t4 IN PART OR AS AvomaLEPAINOUTTNE WRITIVRP8,51115510NOF CUSP= MDOW sy5FEms. toc. 15 PRORIBITH1 ' ‘.1 • s.w.44TriamEnuE Ak mama a4474 . . • .gesitstiEES Awntr____Ixrc_a.9 TIONS - LARGE MISSILE IMPACT ' BAT 2M2008 NTS At: • P.E 140.141614 . /Ia. 1.4111,ft A • - 1 OF 8 0CASEMENT 1.-;404fivsttoiW" 1341:10 BEE NOTE 11 5° MAX C 1G MAX Q.C. COP) 12 sr MAX O. VI?) %SEE NOTE 2 4" MAX {TYN 4" MAX. (TYP) 8• TYP) SEE NOTEe MAX. O.G. C3 MAX. 0.C. ITYP) w IMO INBTAU AIICIN AN0140R3 Vat. 4 NOTES: NOR LAYOUT- (FEAN¢EN Th HRxY 4 P(YIfADDRWSptAtf OPEJ41E5 . • POR UMi3UPTO37 -s T2' 1. WALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REU'O AT EACH SET OF INSTALLATION ANCHORS USING.LOAS BEARING SLUMS. MAX ALLOWABLE BM STAcKTO BE 1I4". USE SHIMS WHERE SP ACE GREATER IRAN 1t16"FS PRESENT. 3. LOAD BEA RRWGSHtMSSHANd .SECOPtSTRUCYEDOFHt I1D1= NS1 lTPLASTICOR REI7ER.WOODSHIMSARENOTALLOWED. 4.3116" DIA. ELCO YAPCON MASOLNttYANCHORS MUST 8E OF SUFFICIENT LE)JGTH TO AGHIEYEA MuN. EMSEUMB4T OF S -114 INTO MASONRY THRU FRAME ORTHRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL. SE ACHIEVED. 5. CO WOOD SCREWY ANCHORS MUST EE OF SUFE$ ENT LENGTH TO ACHIEVE MAIM EMBEDMENT OF i 318" INTO 2 BY WOOD BUCK. 6. #6 WOOD SCREW ANCHORS MUST BE OF SUFFIO ?iT'LENGTHYO ACHIEVE A MUt EMBEDMENT OF 1 1Lt" INTO 2 BY WOOD SLICK FOR FIN INSTALI.ATiON ANCHOR LAYOUT -!FLAN irlaU Fames WPM= CRs1/9DKM DPfrhYa} • FORUM'S UPTOIT'sSr 111filhipro0013 oP 111110478 UPID3T x77 • 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. B. ALL INSTAIJATLON ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR tAANUFAC7tJRER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHA ;, NOT BE USED IN SUBSTRATES WITH STRENGTHS LE55 THAN THE MIMMLR4 s)RENGTU SP&C41 TED SE3,O .�h` �� 10. MNSTALLA'TION ANCHOR CAPACt T INS FOR PRODUCTS HEREIN ARE BASED 014 SUBSTRATE MATERIAL WWL71i THE FOLLOWING PROPERY' ES: A WOOD - MINIMUM SPECIFIC GRAV1IY OF G=D.42 B. CON CRETE - MINIMUM COMPRESSLVE STRENGTH OF 3.206 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C- 5, GRADE N. TYPE 1 NOR GREATER). _ AVL'o HNt�T10b1t i iIAR�D 1 DR/4HR.:S tt AMONSYS17 -101 .010. AMRe AW WPNxFORASA iHfi WRITTEN 112530515014 OF =SW= 15 lNSTAUAi10N Ammons TYP. ANCHOR LAYOUT -(FNM AxF aVMT8U AVOODOP15410:! FORUNRBNt 7O W%Cr 5$TALLAi10N ANCHORS TYP. a •-' 1900 S.W. 44Th AVENUE • OCALA, FLORIDA 34474 ;NCI K}R SCHEDULE & NOTES -LARGE MISSIL.E FACT �C PVC CASEMENT Fl1.N.E. N0.62514 a • 8400 IRMA SY. BAT eUl£ NTS ktx. Lt[ 1t:N: • •>:: 77TILODB CWS -151 SHEdt 4OFB MO DULAR SIZ s (UNr wn'Do W S0Z6 }781GHT {1H) W MTh (IN) GLASS TYPE 29 29 112 31 112 35 1/2 39 162 41 112 43 1/2 471/71 51 112 53 1/2 53 1112 59 i/2 613/0 63 1/2 651/2 67 1/2 753/4 C, 0 �� == Yiii:/iiiirl =Yi_I 46751- 67.3MI ICEM111=ME 23 1/2 C D 467.5/-67.5 46731 -67.5 46751 -67.5 -/57.5/475 46751 -67.5 167.51 -475 4673/ -67.5 +67.51 -67.5 -*67.51-67.5 367.5147.5 4675/47.5 +673147.5 +6751 -67.5 467.51. 675 :67.51 -67.5 46731475 11 112 C, 0 4615/67,5 467.51-675 4673A67.5 +67.5/ -67.5 46751 -67. 167.5/675 467.5/- 575 467.5147.5 +6/.5/ -67.5 4675/47.5 367.507.5 46751.67.5 4.67.5/-675 367.51 -67.5 +61.57 -67.5 4673147.5 29 112 C, D * 46751- 673 67.5 467.5/- 675 467.51.67.5 -675j +675/ -675 467.5/47.5 46 .551 -67733 +67.5/ -67.5 +67.5!•67.5 467 5147 +67.51 -67.5 4675/675 • C,D �+/6}7,�3/- �Q�� 46775/4!73 �46�7.51.67+�5 =MOM /+67.5/ - 1467.. 51.07.5�iQ:YiEMESEVaNef$4467.5/ X14/6775}1}4.775 -67.5 , +6731.675 +675/67.5 35 1/2 C. 5) * �Yi6i" 112:EM 467.51 -67• ITEME 46675467.5 ICIESSIMM��.�., i�i8•.�if 1=2:1 C,D �� ='47.51.67.5 4675/•67.5 161.5/ -67.5 `1tnerME i-....,..: „ +61.5/67.5 467.5"7.5 I= 467•51475 CO MY SIZES 1115-TIP) • • . - , • . lrGHT{1N) . WIDTH (101) GLASS'TYPE 21 1/4 32 3/5 50 515 - 56 63 . 72 • • 19 1/2. • - • -C, D - +61.5/ 473 7,51 -67 4 5751 -675 +5751-67.5 46751 -675 467.5/ -6t 5 26 1/2 C,13 s 46741473 4673/673 +67.5147.5 467.5/ -67 46151 -673 37 C. D * , • 5/•673 1675147.5 +675/47.5 +67.5/ -675 +675/675 ASIDU1.A$ SI7.bs 4014fl'WINAQW IL&& • ' • OVERALL Imam A4I W15111 (IN 20 x91/2 311/1 351/2 391/2 41 112 431)2 471/2 5.1112 531/2 53112 591/2. - 61314 17718 4601 -66 466/ -60 46d1.6O 46040 +60140 +60660 460/-60 440/40 4501-64 440.60 4601.60 466/60 4651.60 3601 -60 +601.60 4681 -60 .460 /40 +60140 +60-60 • 4601w64 460/48 16000 460 /-60 460/40 46/-60 +08/ -40 .2.............3.112 4601.60 4601-63 4607.60 4601 -60 +6040 +60640 460/60 -+ 60/-60 460/40 +601.60 460/60 4601.68 291/1 311/2 A,A A,6 40/40 * 460740 +60140 401-60 4601-60 465160 46040 460.60 +60660 +601-60 49/40 4607 -68 4601 -60 460/60 440/-60 460/.60 4601 -60 4601 -60 460/40 4601 -60 460740 1-60.60 +60%60 3/4 7 MASS 4 LAN5NA1's;it ro5• HEAT S1RE1037M050GLASS la ire t1EAT 1ST/ r411.M133002083 • . 460/40 4401-60. 460/60 +401.60 -460160 460/60 •40/80 ' •60/60 465/40 460%60 �. �1l/f2� ,�:c6i �� 440/-60 460160 4691-60 440/-63 460/ -60 4601.50 • 4607.60 4601 -60 460.60 • • COMMODITY ST (1IP -11P) . 11E � W1D L• .401) M IN1. /::E� 400%60 460/ -40 ra' 460/40 r •'7 '' .r.m .' . • _-_ 364. oVERPjJ. 1 '{ •Mtssul i7� , er 465/6* - 160/.60 yr REATS1R9601H� c1I�. ! • "J -. � A; $ � 460140 460!•80 340/-60 465/-65 r 5116` AIR sPAGE r {,-, - ^a1 ` �° - - - - - NOTRECOI b ; • • 210TE 1. IF S(YE INTENDED 13 NOT 0 SHOWN, USE NEXTLARGER 54?'E. -, - - - - - - - - - - - - - 6/12 LAMINATED . 011 14 NEATETRERR711ENEDW s - - • -1, ,; ,, 1 !: -_ i?--V� GLASS •ryPI= P 1� ANNEALIDdA0S • - . 5/18- P/B SPACE 1 516 LAMINATED .A A ss �,� 3132'7 'iN]'PVBDl(ERtAYER' W 1/5' Af SaAimmASS . [I _ f . 11r TIEUPEREOGLA S 5111V AIRSPACE. 011r L,VR04A7E0 3431 ALIL"CN'TPY9 #1-ISRLA hri iJ8 HFAf�OL3S - 1 / I.1:E� 3132" OUP 00JTPV8D/1ERLATER _ 478' ANNEALED GLA60 / _r_: = -_ ny UPDATED PER NEW F8G REQUIREMENTS 07/07108 i 1011 • f a . .43.9'0,_,. 4 ~ `• °rf�S • ..1 r S.9/ 04114 AVENUE rs- • FLORIDA 34I74 41111 rilil CS ITT4 j 7 �l P $TYPE 2: . (`r,;4 1, • r_.,-.1 j �t e �,� ,o '` e ' DP CHARTS &GLAz1NG- LARGE M1SSILED4 ACT „1. _: - M • •.a ,u - •- -, Y : ,a• -Lr PVC CASEMENT 777/2/.508 GLASS TYPE S 936nert eirlo • •- 'iIN ISli.e SOLEPRQPEVIVCPC1/ /AIDED TO ,,,_ .� .8400 w•+ •• e1FOR6AVarrCONTAR4:D et MS LIsu4RIKi FF? VVKIS WsYSTMA Pr. ANYREPROI3/CU. 601 IN PARLOR ASAWN5lEW14'Gt1PY:16. PL. P. 750.825514 - 5T R 9•IC • 30F8 wRtl'[s3PE<RN3S lOPasT8o/w srffi'l:) Y. INCAS PROtl I7 ,.- r S•+ .s` • K i f t•� � '!• , FOR _• c _ • • TMSOSORMTION CCNTFU��DominCiL SOLa PROPerly1,4 ... ' LAO ERT6 LOPdh50- tithtiflow ets- roi3.U1C. AMY REPPoOwCTh N atPaNT OR ASAWsiat.EWrmitr Jm NO. 62614 WRIZiEN PERMISSION OFCII+TOMYdnb0901SYSTO.S. ING ISA Rom tr Part* DU.<Rtttuon FRAME CORNER CONSTRUCTION 1 ti•68W Pit. Pkiis. iR4TJ, t:AD . 31W' 3 trs� 11114 111 a R400 COL-MAMMA( 8057402WOX- 471),fO 32i r t 1 3 H4L30 FR. CAZ . l N. BLL k .� - 4 P4350 (Dt-MUST M 56.52-H32 (2341 X.434 Se QI ©Q -'s J • t 112` 6 P-wsQ ect.- AUMH ..ttsos2- stitt95oX.FS17.re.= 8 i006 MEN. CASE TCPFAL . . IA 1Z�K CASE. SANK =VAL , ".,.....�,,. .. i CORD uvs_a.r,.A U. salmi . .3-4 ij I sa B-I663 l;9rtF.CA5E. *ASK 601177IdRAT. - !.1 `.i 13 144;606 BASES CASE. MEM,/641a • u e rs� CASE'S43 PVC 1 CASE., MAIN (FLANGE) t-3 -6030 1S SASP RAL. LOLHI%38 SA84S,.Ck6E.sloEFw , t.41t3f 11, PINK CASLSASIBUEMLLOdi i ". 1y SASH .�� NERCONSTRUCT/ON 1T NITA, P3X�62 MIX LINK Fit macxsna+ .21'1132 .i17_ glivELtAFssu. rnairw - 2 N4" PVC R. CASE., MAIN (FIN) H-6030 � b (� iF� .isissets iii sisk1 i t Ii -5582 B[71M4 scorns • 5CJ:1R4T. TOP/SEE i 1 • S•1524 8.188{ A}3:l162,347 • - - S-6615 GL L' S13N'.W2.11 1 CORNER 118ETA(ALL WOES) si3saT - xrtit P}CiBC2,ZbC, SCAM . r PVC SASH, CASE. H-600B - �'. 1 P CO 0e- 3ZXIi2 WSi10136 . •' .ton,:LCCP3 • • - - _ 17J5Y P-1866 ' 1..00(,)&L11-POINT, MO IOW -'1iD r SCREEN RAIL, TOP /SIDE, H-1593 for [__ 1- ALUMINUM 6063 -T6 i37TO.aPSA'rOFS(1�t�oF�JCASsea) 6+r�at rocsssn-sat.r,risn rswE.t4.a�t s1 -4ate TPA= 352.1231A11334, RO6 a^Ht.974311333.413.1 t P-Pot6 • 516.0 3tict: FOTOOhR. Lx.10113 poise SCREEN RAIL SIDEIHTM H-45 - k3Q430 ALUMINUM 6063 -T6� • 314' mos - ... FORISTaR53OHroFSJCR91J6t11 • ,..: .:. . -.,- r_ .�, ...a „.� :. F PFO T, i. RCM CPER, Ram HMS. ® #6- 22s2t4'Q3 FMS?J 1I1S lead. us. ES. Ru1u OP Rota to +2-nV , . 111.• 1115' R4624 01.6.344H. POLO alifi.163Ta PONE. VW' • - - - r ` Pi03s- P40401& 8AIffi. BOrltfTdE45LOCFONF8,8801YCASD7. - �2T 1 lnr - 111 R1003 - 1E8R J R31O1iNE P4843 STRIZEISX11P064F COIL .05 X .437, P -4050 ANCHOR CUP, P-3780 -' SASH REINF. S-1505 ALUMINUM 6063 -T6 ALUMINUM 6063 -T6 PVC GLAZING Bit[) -60}16 ALUMINUM 6063-TS - . P4342 3e4343s6+-es.su.ssat Ruse - KU w+3a sur.lrr xlsrsaT.'rRUSS4L11• B.Z1Sa SET.01.L. 50[R. Ur X Ale X2 L . RSS89 GS�{SOtOGEiG.IABH.,TSItGTAH P•336I 1H ppRY WIL.OFFICADe _ - 71 UP(3AT® PER NEW PSC REQUIREMENTS OTR17 a (afAgt.. - . . .4,pflt? S.W.44TH AVENUE °CNA, FLORtfA344.74 I . P34113 QM LI3L 2Oti6" . 1HG,- �. 316' - 404 i4r {••r ., l • ° �,. %a • � , s , ,.. r '� ' , „ f - •^ 4 � , . • -, MMfllAss.siusi ll 1112' •r 1 304' - ,i ... 0 • 14 : ;`-• ;•��,1�� + # R31A1 �a:.a: . :.. 6iTx51'�T3 lX IQD111. 10 Xt0FE 21ASS AM s*aa6 wigwam .15s • ELK sCP$3tq ora2XH' -j_ 13 LAN VIEW OF ANCHOR CLIP 0ROP1aSTAAYAND CAARDEKML - - aaeffeweutoticon stThst• isDRA 43%7t1E 8otapRoseatr vmt0a,v8rs E1.1Sate.uYsEPROauCIU3,1 rpAwrcxt�sAv.rtimesurat n ECTRUStOFJS 8 S.O.M.- LAFIGE MkSSILE IMPACT �s Rena sOa5vt.'FFOVr MO so x314• amPH-ISS.op.was .y,, PVC CASEMENT ' , 847 , • 71712009 1„61ri11 : - _ e i t L:ttiorgr 1..01. • FL. P.E;sio.62is4 : I' .-e -. 8400 NTS ,rc.lw; GWS -161 Q H66� �� I .�_; _ - j �v.�iilt+< A - fir: 50F8 -- WRITTEN P(:RMV [J of CUsTrncv6Mlowsrsraig, INC. tsPaa9aatat., CONCRE[&MASONRY BY OTHERS FXTOERIOR FINISH on ap•D S. • • PERIMETER CLMAX EY INSTALLER WINDOW FRAME HEAD SABH,OP RAIL. SASH BOTTOIA RAS. WINDOW FRAIAE PERIMETER CAULK BYINO7ALLER - EXTERIOR FINISH SY OTHERS CAULK BETWEEN BUCK ANO OPENING BY OTHERS +� ELIBelmarry i1rt WAN. EDGE DIST4 CONCRETEi ABONRY - BY OTHERS • 2U2` (MtN. EDGE TBS 4 ;UPP Ult tit iv 4 X71 I�a l l 114• MAX. SHIM IBEE NOTE2 A.3 ON SHT.2} INSTALLATION ANCHOR, alit` DM MASONRY ANCHOR ANCHOR CUP BY C }7} SBt7 • .4 ^h • - a . COI1CREii7•AnsOI+tRY • 4 BY OTHERS a J-1M • VOL EMBEDM T} a `, A ♦ a,a4 1 BY WOOD BY DINE3RSBVCK 1!4• MAX SHIM (SEE NOTE 23.3 oti SHT 2) INSTAILATIONANCHOR. 3H8'1A. MASONRY ANCHOR ANCHOR WP ANCHOR CLIP my 13AA. MASONRY ANCHOR 114.1A R: S1@t CSE E NOTE 2a 3 ON SRL 21 ...�s1 =dir r`.-. a•. l,j orem:a.rRE111111 • w • •+O •AS. 'p.a. w • ha♦, ♦ ',. . ♦ • 1 BYWOCO RUCK BY OTHERS CONCRETE/MASONRY . BY OTHERS • bERSCAL SECTION • CLIP WA-SORRY} 1 Ile {MIN- EAABEDMENR Data MOB D Ta •A 0• d EXTERIOR FIRM BYO1HER6 HortzONTALSEIDT1031 (IMSONRY) SASH RP 1L WINDOW FRAME J PERIMETER CAULK BY t148TALLER • 13C MAX SHUN (BEE NOTE2a 3 ON 3HT.2L INSTALLATION ANCHOR. 310 WOOQSCREW ANCHOR CUP ▪ N. EM• EEDMENij w 4s Aa •.4 •.4 4 A 4• d`4 03� A •• BY C1I}iERS '44 e. 2 moan HUCK } ♦ BY OTHERS as CA RR SEMEN et= a.♦ a ma OPENING BY OTHER& MOM FRAME JAMB • SASH 80TrOM RAIL • . � CAULK Werauxn ANCHOR CUP W�BDb0WFRAME • 3 D0 • 40.•O IDaT3 IOR FINISH BY OTHERS INSTALLATION ANCtC1R, NW NA. WA1CHS1Y ANCHOR PATER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS NORIiONtAL BEC7i0N 114" 1581. BM ram 140T5 233 ONSHT.2) -4 CoNoRETEMASONITr BY MIME AL.TERNAT@ VaerABTBILL DETAIL CLIP 1MAECNRYj 4 � - N:EMOEDMdEN1} - - - (MOM. E000 MET.) UPDATED PER MEW €BC REQUIREMENTS 7107 r 4..•M�.t+a+I tea NeseMETAPYHO miw tTH1. LRC1 aTf�1 TorsV +FMTEi .M setE4@I THIS ARAV.mtR.issrsOSOLEPROPEHIYO!' reel YfIN4mYf sm-- 4EIRS. 414 ANY HYiROD[A roe W PART' A8 Als•IOLE14Oia4r• • FL P.E.3$1•87•14 WRMOIPHRi '4s' tOFCU54Wd v1En Icre/ IE4MS.6VG SS PRO14131Tha • - O . .. VA 1909 S.W. 44TH AVENUE OCALA, FLORIDA 34474 AUATION /a40-33R =UP DETAIL -LARGE MISSILE OAP Pvc CASs NT . .,,itgq1111, 11.1111M1 717/2008 BOB SY OTHERS 4 (EARN, E1GE DIST.) i 1 1114" (Mr<R Ematisma ur) exrsuoR sr alms w . o• . •• • F . F i• /e. i. ba • DRYWALL. BYOTHERS IISTALLATIONANRZIOR. 3118' DL4 . MASONRY SCREW vaNEOPRBNE BACKED WASHPIR THRU SCREW' SUPPORT b • 6 • • F r CAULKBETTWEEN BUCK AND OPENING BY OTHERS PER/METER CAULK BYI ST7WFA WamOW FRAME HEAD TGP SASH BOTTOM RAIL SWmW FRAME • sYjN ULLER • Lt" imsoR F rasa sY OTHERS 1J-,a 1 ji b • * •.. *•i • • 0 • aa. pi a•!•F.i•• .•4A +F. a . ...Av.. bb• b• w F: b•ya .• a. • a i• •.•b . iP•t• A • • DRYWALL BY ✓ EY41+(100BUCK BY OTHERS 114' MAX. SHIM (SE%NOTE 2742 LWSHT: ^.} f`y r1 Likt (FIN. EMBE ISSENT) GAULxuND RSCItEW HEAD BY INSTALLER • INSTALLATION ANCHOR. 3116' URA. MAILON RY SCREW wiNEOPRENR SACKED WA}ERTHRU SCREW SUPPORT "t 1 BYWOODRUM( BY DTHZR& 114. MAX. SHIM • (IEEE NOTES a 3014 BR1:2) CAULK ULCER SCREW HEAD BY @JSTA(? ER •4 4 •;4 • •A•A. } • HORIZONTAL SESGTFON \A/ FRAME (AMAS01,63Y) INSTALLATION ANCHOR. SAW DIA. BACKED WASHER THRU ScREW SUPPORT CM1ULK loam scam HEAD BY.INSTALLER Raignii5Sufti STROCTURAI. GROUT BY GTR' EiS THER NSiY TIT OS 2]t2: (IAN. EDGE DIST4 VERTICAL SECTION FRAME (MASONRY) 114' MAX. SHIM RIEENOTE Z a 3 CAULK BY • INSTALLER EXTERIORP)A68H BY COMM SASH BID RAIL Ned EUREZIVENTj 1/4' MAX-SHE! (SEE NOTE 233 ON SHT. 2) ~y CAULK UNDERBCRER HEAD BY 1NBTALtkR WINDOW FRAME .IAMB .1WRM8 INDOWFRAME ' PERIMETER (MILK BY INSTALLER (%. HORIEONTALSECT1Oli ‘41 FRAME paw). BASH IOMs) RAIL WINDOW MAME aILL PERIMETER CAULK . • BY As-TALLER EXTERIOR FINISH. BY OTHERS • . • DRYWALL BY OTHERS 2 BY WOOD BUCK BY OTHERS tMBTA1 AnCN ANCHOR; 910 WOOD aCRE'A/ WtNEOPRENE MOM) • • WASHER THJE) SCREW SUPPORT, Da*3* CAUL(BEIWEEEN FUCK AND OPENNG EY OTHERS • •'• INSTALLATION ANC40• 3118• DIAL - LUSONRY 8Cg8N %/NEOPRENE SACKEDWASI ERTHRLFSCREW SUPPORT CAULK UNDER scREiN HEADBYINsTALIFR I VA' MAX SH41 tSEENTNE 2a S ON SHT.2 ' t BY (* o S1LL STOOL BY OTHERS ' USE SCUD W000 SUPPORT 1.3LE TO MAKE SILLLEVE4 ( - EMBFFDLME141) BY mums 2.9z 0aN. EOMD(ST3 { \ALTERNATE PRECAST SILL DETAIL .aJ FRAME MASONRY) T) ■ CONCRETE/MASONRY BY OTHERS EX[T]R1OR FINISH BY OTRERs A UPDATID PER NEWFMCREQUIREMENTS IDT4O7tf8 f THE RSO>�e a: co:4TMat 3r rec Da.s• Is THESC1 PROPERTY OF C3k�orr L. ROBERT_ MIAs , WINDOYI S'YSiEIU%. INC. ANY REPROMCTIONIN FARTOR ASA> EWral P. THEI • FL a p:64S14, ';•+'•- WRITTENPERMISZAO+ OF CUSTOMVANCOWSYS ISMS. NC. 143 PRaaBitB]. es • .. 10 S.W.44TH AVENUE .'" FLOREA34474 MN ANCHOR THRU FRAME DETAIL- LARGE FISSILE IMP aT TR/2008 �y Vru ■... .y r 7OFB .. a SHEATTfiNG BY OT ERs CJ LIX DEHD D PIN EXTERIOR FINISH BYOTHERS 2 RY WOOD BUCK SYOTHERS 2 BY WOOD SOCK SYOTHESS INSTALLATION ANCHOR, •Se WOOD sCR r • EXTBDOR MARSH E3Y OTHERS CAULK BEHIND SYINSTALLER WINDOW *RAP • BY INSTALLER PEFIMEfERCAU.K BYINSTALLmm 2SY WOOD DUCK SY OTHERS CAULK DEHIND FIN SYINSTALLER A UPDATED PER NEW FAG REQUIR (07/D7l08 ALLATION ANCHOR Ffi DETAIL -LARGE MISSILE IMPACT e,.rt� ry Florida Building Code Online Page 1 of 3 BCIS Home ; tog In Max Registration Hot ToPICs Submft Surcharge t Stats & Facts 1 Publlcatlons i FBC Staff ; BCIS Site Map I Links Search Product Approval USER: PubIlc.User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature d., or APAIi0MMQP 5esr4}3 > Appllt"@tipn Llst > APOhCation MiStory > Application Detail Technical Representative Address /Phone /Email Quality Assurance Representative Address /PhonejEmall 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) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre@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 pct 208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !.0' Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE l� Validation Checklist - Hardcopy Received FL7067_R3_COI-,510485A (Eval Rep_HS -8200 Impact X0_74x54).pif Standard AAMA/101 /I.S.2 -97 AAMA /W DMA/101 /I.S.2/A440 -05 Year 1997 2005 http: / /www.floridabuilding.org/pr /pr app _dtl.aslix ?param= wGEVXQwtDgvmiv iZSa.39.1... 1118/2010 • Florida Building Code Online Page, 2 of 3 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 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 12/19/2008 12/29/20.08 01/08/2009 02/03/2009 Summa of Products ' Model, Nurriber or Name Description 067.1 ��HS -8200 Vinyl Horizontal Slider • HVHZ: Yes HVHZ: Yes • -80 74x54, DP .= +/- 60 psf, (Impact). . HS -8206 Vinyl Horizontal Slider (impact 74)(54, X0_ Lim s a se Approved for use In Approved for use outside Impact Resistant: Yes Design Pressure: +60/ Other: Large Missile, Installation instructions FL7067_i? U%,,OWS-1SZA (H.S -S2QQ Zmpact),pdf FI -7047 113 ?1_iN4Fent PVB _ fUOA_05- 120E_02,pcjf Fi,7067_R8_3 1_141.kren_N.UA_04 -1220 Q1.Ddf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evatuatlon Reports FL7007 R3_,AL..1.Q485A (Eve! Rep_H5 -8200 Impact X.0 74x54).pdf - Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl HorEzontal Slider HS -8200 Vlttyl Horizontal Slider, Impact, 111" x 63 ", XOX ,._ Limits of Use Approved for use in HVHZ: Yes AppFroved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +1- 60 psf, Installation Instructions. Ft~70.47.,tt3 ,? LCWS. -z32A (11S78ZQQ1.nlpa XQX),p it- FL7467 R3 TI_UmPent_P!7 .N.QA._9S-129$_Q2cpdf FL7067 R3 II_ dP9tlt..SCrP.10A_07= 1116- 9.4,pdf i? 170.67. 3UI__M_11?ror.L_NS1A_06-1220 91,Pdf Verified By: Reberto Lomas 625.14 Created by Independent Third Party: Yes Evaluation. Reports FL7467_I13 _510467B (Eva) Rep_HS -8200 Impact - XQX 11x63).pdf Created by Independent Thtrd.Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider mpact HS -8200 Vinyl Horizontal Slider Impact w/ Alum, MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +1- 60 psf, Al. PMR. installation Instructions FI-7o¢7_R3_,Ii_CW$-186A (HS -8200 Tmp,2et 72x63),,pdf FL7Q6i_R, 11�PiPOnt PVI3 NQA_Q3 -1208 02..pdf FL 7007 _1k3JI_MIWOruNOA_06- 1220_01.pdf Verified By: Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FL7067_R3 A .510486A (Eval Rep_HS -8200 impact XQ_72x63 },pdf Created by Independent Third Party: Yes sack Denift h eirirerColient dtr•Affairs .. Morida Building Code Online Codes and Standards 2555 Shnmard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-224, Fax (850) 414.8436 0 2000 -2010 The State of Florida. All rights reserved. http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQw avinivM2Sa39J... 1 118120 1 0 Florida Building Code Online Page 3 of 3 Privaw. 5.tatemont I cormlibt Statement ACCesalbilitY Statement 1 Flug-In Softwar.e 1 cuStQm.or SAM= Survey 1 ont4ct. Product Approval Accepts: ••••,--an.rmot http://www.floridabuilding.org/pr/pr_ app dtl.aspx?parain=wOEVXQvirtaivinivMZSq39.1... 11/8/2010 L. Roberto Lomas P.E. 1432 Woodford Rd. Ciemmons. NC 27012 336-945 -9695 Engineering Evaluation Report Report No.: 610485A Manufacturer: Custom Window Systems 180D S.W. 44`h Avenue Ocala, FL 34474 Product Una: 8200 PVC Horizontal Slider— 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 Sullding Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC, Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWSS -157 Revision A, dated 06/10/2008 sheet 1 of•6, titled 8200j PVC Horizontal Slider, prepared, signet and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210-3167-1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories • TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf water infiltration TAS 203.94 Cyclic Pressure Loading *60.0 psf design pressure ' b) Report No.: NCTL 2104167 -113, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1866 -02 and ASTM E1996 -02 ' ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18661E 1996 Cycic Load Test, 1-60.0 psf design pressure AAMA/NWW:A 101/1,8.2 97 Design Pressure: ±60 psf Water penetration resistance 7.75 psf • 3. Anchor calculations, report number 510163A, prepared, signed and sealed by L. Roberto Lomas F.E. Limitations and Conditions of use: • • Maximum design pressure: ±60 psf 4 Maximum unit size: 74" x 54" 4 Maximum D.L.O.: 33 3/16° x 4913/16" Units must be glazed with % 101.1 consisting of outboard lite 118" Ann —Air —5116" laminated inboard lite consisting of: 1/8" Ann -- .090" Dupont Butacite PVB interlayer -1/8" Ann., per ASTM E 1300. • DuPont Butacite PVS interlayer per NOA 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 PVG per NOA 06- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -157 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, 1 don't have nor. will acquire a financial interest In any other entity Involved in the approval process of the listed product(sjr••°'' ' "' `; < c �,�.• .e oa f •• c.c.. 4s- • • • • • 1 of 1 '; • • Luis R. 41141.1 I ' P.E. ii/{ju i t le Q• t FL No.: 82594 1� 07/1512008' HORIZONTAL SLIDER ELEVATION (LARGE 'MISSILE IMPACT) ,4,13 A2A. 4414.1e Tk7 Wry TABLE OF CONTENTS 'GENERAL NOTES & ELEVATONS 1 ANCHOR SCHEDULE AND NOTES .. 2 DESIGN PRESSURES & GLAZING. 3 SECTIONS & ALT. FRAME..... - EXTRUSIONS8BILLOF .._5 INSTALLATION DErAI1 S ._...,.......8 -B pV IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURER TO COMPLY WITH THE FLORIDA WILDING CODE. CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) a CONFlGURATIONS:'O/XOR'X/0" 4. DESIGN PRESSURE RATINGS #SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTh4 E 1300. - POSITIVE Damn' LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES A&TM E 1330. 8. ANCHORAGE THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OP THIS 3'ROOUcr. SEE SHEET 8.8 FOR ANCHOR DETAIL 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FILLY WELDED. SMALL Jaw SEAMSEALER USED ATFIXEDMEETING RAIL AND JAMB. 8. REFEINSIGE TEST REPORTS: HORIZONTAL SLIDER `Otr.10CP:NG 11. 210.3167 -1B. NOTL-210.3187 -1 B. SERIES 1 MODEL DESIGNATION HS -8200. 10. W000 BUCK OR STUD FRAMING TORE DESIGNED AND AINCHORSD TOO PRaPERLY TRANSFER AU. LOADS TO STRUCTURE BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITEGT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 m FIXED SASH 12. SECTION CALLOUTS FROM WC ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • PROPFEEPANTANDCOPHOtHEAL THE INFCRHATION WINDOW AYR RAA SPRIERS. INC. ANQEP T NE RS ORAN WHOLE w wR[FTEN POUFS CHI OP DENTON SPIPPX W SYSTi3ds. PICAS VAR: ••. 1 A i UPDAIE7 PER NEW FBC REQUIREMENTS I 07A07A08 • P. a o EnIERAL NOTES & ELEVATIONS -LARGE MISSILE • YY• +IX - - - -- -;r O •• PVC HORE2. SLIDE FL. P.E:, . .ate • r 190,0 S.W. 44th FLORIDA 34474 • MPACT 7715/2008 •CWS -1S7 1 OF 8 LtA)L (TYP)1 6 I8A)c7_frrel. mAX. 0.C. Mr) 4." MAX.O.C. (WI . SEE �TE2 0 • vif INSTALLATION ANCHORS TYR. 4" MAX Mal MAX O.G. SEE NOTE 8 MP) MAX- ITYP) MAX O.C. (MI NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTAUATION LOCATION- S. SI-SM AS RECII) AT EACH ser OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAIL ALLOWABLE SHIM STACK TO BE Ur. USE SHIMS WHERE SPACE GITEATER THAN 1118- IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIR OR BETTER. WOOD SHINE ARE NOTAILOW EO. r. stir DIA. ELOO TA ANCHORS MUST SE OF summer LENGTH TO ACHIEVE A /AIN. ENBEDLIENT OF 1 114" INTO MASONRY THRU D BUCK INTO MASONRY. A MININUM EDGE DISTANCE 0F2 1/2 SHALL BE ACHIEVED. 5.4119 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LEWITT I TO ACHIEVER MIK EMBEDMENT OF 1 3/8. INTO 2 BY WOOD gum - 6. 68W003 SCREW ANCHORS MUST BE OP SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 UR* INTO 2 BY WOOD BUCK FOR RN INSTALLATION 7. 3EALCOPN22SWrrH SMALL JOINT SEAM SEALANT. O. ALL 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 MNIMUM STRENGTH SPECIFIED Batm. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERE BASEL/ ON SUBSTRATE MATF_RIAL WITH THE FOLLOWING PROPEFMES: A. WOOD MINIMUM spscrvic GRAVITY OP 0.0.42 S. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3.200 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 OR GREATER). PROPMETANTANDCCEROEML INFORMATTON COhlTANED INIMS ORAWINEWS THE SOLE PSOPETCY OF clisTOM WINDOW STOTEVS. SC. ANT ASPRODUCTION PASTOR ASA WHOLE EnnioLn- THE WASTES psAmsssiovor CUSICIOVIUDOW $TSTMEL V. tSIVOISETTED. ANCHOR LAYQINT - (MIL 1100) ESIOSOOD OWSOSE INSTALLATION maims rm. -•••••: • ciZ &API. NO.92514 4,, A UPDATED PER NEW RC REQUIREMENTS j07/37/08 WINDOW WSW:Ms AVENUE 34474 scHatutE a NOTES- LARG1E MISSILE 3/1P5p2368ACT SUD BT 11,11■••••MIM 2 OF 8 MODULAR SI (UNITWINDOW Std HEIGRT(1N) IDT!i (UN) GLASS TYPE 27 I/2 A,B A.B 35 112 331/2 A,8 51 1/2 A,B A,B +601 -60 +60/ -60 +60/-60 +601 -60 +60/-60 +6101 -60 +60/'60 +601 -60 +60-60 +60/ -60 291/2 +60/ -60 4 -60 /-60 •x60/-60 • +60160 +60/-60 +601 -60 +601 -60 +60/ -60 +•601 -60 +601 -60 +601-60 31 1/2 +60 /-60 +60 /-60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 4601-60 +60-60 +601 -60 3S 1/2 +60 /-68 +60-60 -1601 -60 - 601-60 +601 -60 +60/-60 +60/-60 +60/ -60 +60 /-60 +60/-60 39 1/2 +601 -60 460/-60 +60/ -60 +60/ -60 +60 /-60 +60/-60 +60/-60 +60/-60 460/ -60 +601 -60 COMMODITY SIB ( "-1W) MIGHT WIDTH (1N) GLASS TYPE 19 1/8 `III 50 5181 AB +60/-60 +60/ -60 +601-60 +60/-60 +601-60 ME N omilli 53 U$111 AA +601 -60. +60/ -60 +601 -60 +601 -60 [+601 -601 +601 -60 +60 /-60 +60/ -60 +601-60 [+60 %60 j +60/-60 INEEMMIl ME= +60/ -60 •1601 -60 +601 -60 -160/60. SW MEW. Ur ANNEALED PLASS 511E AIR SPACE StUr LAMINATED Ire- ANNEALED GABS 3131". D0PO4T PV0 NITFALAYEt us. ANNEALED GLASS 1tGLASS SITE 41 1/2 - •60/ -60 +60/ -60 +60/ -60 +60/-60 +60-60 4601 -60 +60/ -60 +60/-60 +60/ -60 +60/-60 +601 -60 814. OVERALL 11B TEMPERED GLASS Stir AR SPACE Stu- LAMINATED 112 MAIMED GLASS 3/32' =NWT PVB IN7ERLAYER w ANNEALED GLASS GLASS TYPE B I2' • GLASS SITE 431/2 +601 -60 •1601-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60-60 ' +601 -60 +60/ -60 +60 /-60 P E AAYAtlAOUNDO U. THE Pwtwa+aceicoat coma= HOED DRAWING NMI on V Otfi.46IH WR+WOYV SYSMA. P1C. ANYAEI ICTION NMI oR As A VIHOLEVASHOSO111E WRATEN PEPoUSS10r1 Of CUSTOM W IJDOW SYSTEMS, NM PIO MITE- 47 1/2 +60/-60 +60/-60 +60/-60 +60 /-60 460-60 +60/ -60 +601.60 +601 -60 +68/-60 460-60 - 1-68/ -60 54 +60/ -60 +60/-60 +601 -60 -x60/60 +60/-60 +601 -60 +60/-60 +60/-60 +60/ -60. +60/ -60 +60/-60 NOTE IF SIZE WENDED IS NOTSHOWN, - . NErn AReE i SSE. t3 .:+y Ai PRATED PER NEW FBC REQUIREMENTS 1 57107105 r. ;. WINDOW SYSTEMS 'MW. 44TH AVENUE FLORIDA 34474 to -" 0P CHART & GLAZING - LARGE MISSILE IMPACT 7115/2008 cwt-157 aoF& z SEEGIASS TYPE DECAL SIM 3 0A'ACT HOCK SPACING: .14.311-10OK FROM UNIT EDGE 70 EDGE °FH0OK 13) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 33314-. 2) SASHCATCIt A) 2-1!2" FROM SASH CORNER 70 EDGE OF CATCH. R) ATHIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR£QUALT°35314'. SASE AND FRAME HWOKS ARE 70ALIGN wINN v4'. IMPACT HOOK SPACING: 1) HEAD HOOKM A) 6' FROM MIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF U 11TWIDTHIS GIREATE RTHAN OR EQUAL TO SI 3#4 C) INNER HOOK 3 718' FROM EDGE OF MTG RAIL *SASH CATCI-t A) 2-1!2' FROM SASHCORNEN TO EDGE OF CATCH. a) A TWR4 CATCH I5CENT R IN SASH IF UNIT WIDTH 13 GREATER THAN OR EQUAL 7061314'. SASH AND MIAMI-100M NIETO NJ= Wi 411I1I4 ". A i UPDATED PER NEW -FBC REQUIREMENTS 107107/08 euT RETAIL C (HEAD IMPACT HOOKS) - n PROPANTARTANDCOIRANTRAL THE. INFORUATIOR MARNAE.O N THIS DMWPH3Is T!esax PR'IPERi'r�isAt W X SYSTEM QC-AMI REQ�wcro 1 W PART OR AS A P-g1.E W TxE wporr@! PURFARPROR OAT TOM WINDOW SYSTEM. tl+O. ISPROHNITSA r SECTION VIEW & a ALTERNATE R11FRAME - LARGE MISSILE IMPACT CWS -1s7 4 OF 8 SASH FRAME CORNER Aema Part il aeeerip0ue 3118' � `{ 23116 CONSTRUCTION CI TRUCThON 1 146031 1.46n F, SH•wigs.. PVC. t§ad 3 i�,•� 2 146031 Men F., SH, wlfia., WC S6 -_. 2�� I [IF !j '�, ,,� �. 3 41.8531 Min FA,SH,w/Ap,.PVC.L9t. ._...awtr -- r � ' } i 7�1F t4651t MCI fc SH wfE vc 11 k1 146001 Meet Rat Fu. 51498 Reit.Fld.6311. 211116' 691is' r1--- r-;.. • -+1 .. , r �"+`ms T E. - F -r.,., CORNER tA1 SIDES) 7 H•[87G7 Saab MeeLR07,PVC ,..,,.�rw.' •.....' � (; !' ✓ % . COMER WELD (AU. EWES) 9 H-1437 Ra11. 50381/54. Rai a PYC SASHMTG RA3L6021' 144 Sash e�nt wclssfL let lsy 10 S-tass kait1i. 539.91/6.634. t-Ya�•a. FLANGE -5031 SCREWED TOGETHER WITH OUTERPRAME 1t 115004 8e50 smerr4c/ea 91al PVC FRAME PVC FRAME FIN -6026 F2 S•1570 Raw. tack u 5-6916 tIA-ea,9)9•.1x9.,link- 14 55015 CAC. Sd, 3h1•.F1d. Vert • 0 E p 1118• •.1. ® 1 t 15116• t• E -, � i f f i - LS 9-6046 (' . &L. ',Sack filth. -, ' ! 1 I " 3 , 1131'15' • 1 587 arfr" ... 16 94046 91!. 64..314' 88614 vast 1? 5-6013 Sere. Adept, w&3t WC. H�Z { � !!! ; i flIf..i 15+6' f'! 0 ^ RAI#. s 1S 56044 San. Adapt, PVC, Vert. 20 S' •1576 Cra<18 CaY.h..la3O, PVC, 413 •.:...:`•� f _ 1711fl' -.•1 1 SASH MTG. -149? ALUM. REINF. 606346 21 51556 Soh Crack PVC. uoaet PVC FIXED MTG. RAIL -6001 PVC SASH SfG' t 114" �' 13n5• TtiPlB7.14i i3AiL- 6E104 PVC SASH SIDE RAIL-6028 1 j— _ (} 3118" ---Y r `� j $ ♦j 22 $•1104 x3 23 r•3� -1 Pak:. and Pak:. Tandem 24 ` P•3783 Sock 1109:1. PIC 26 4•784 %tenet.hrpaet PVC 24 P-3215 • W0e0 C verw/ l - 17 P-3693 Rein. Rafe. FAIL 34332,9 93765 Witte .•0270X.487backiinSeal.twel . 1532AWAmFFISM9 -"i f' ROLLER FRAC - 1678 SASH IMPACT ALUM. 6063 -T6 ALUM. y j�j .L- -' I I j-"' PVC HOOK -1555 FIXED N TG. RAIL -1499 6.13.R./S.S.R. -1438 1rr 6063 -T6 REINF. 6063 ALUM. REINF- 6063 -T6 GLAZING HEAD -6016 1115 "� 1 e 2+ 30 •1112 t9ezig9ead 1 P•3?66 ' 381'0. RIPHSIAS 32 P-4051 W 4811255 Fa FRISK, 5bt. • ALUM. -T6 33 P>3748W 36x 5225 Quad Rtt8G Wfk. v45" x911;' - EdiG ---1 }-1 >�'i PVC SCREEN CATCH 6013 34 p.3810 Befe Vinyl wrNSBase...WH 35 watt rre x 316' ScrBer• Frame t3i3991I k • 36 P-3342 .6mamSeatar,S446554 r-3/16- PVC SCREEN SUPPORT - 6014 37 P3752 ' C24 Hug.112' lHe I- 7/9• ----11 38 11.3436 tiatbtiet. Trlt3eat'! -P 2 112• ANCHOR CLIP, P-3780 FRAME IMPACT HOOK -1577 7n17 I i-311e ALUM 6063-T6 HEAD) 39 r+' 3E tot Wee linSeat-tr 49 P. 2 *at 81c,65Lkv., tar x5f6•A8•Lg. 41 437335 1-5•8200 Sold OW. Label. tFRcrea.sa01ccA9tu> (HS 1 6063-T6 ALUMINUM 42 P9961 Tenpormp tb.I 1/I6. ..... — '89/1 - uBB 315• 15/16 �_ SCREWS 3113 43 1.613 06/3 111. 53218 44 Glass,tbced 45 Glass. Saab A UPDATED PER NEW FBO REQUIREMENTS 157/1r17U8 46 11•3281 $ . DuraSeal 34x34 1� e. *� 3t4� 3v71--6�'— i O 114' 1 L ,. - • N. _ L1 !1' ,� ) i t . r'w :. , e E .._ ... , .. ', ':_ -1909 =�o °'` � _ r` • - t SYSTEMS 4? 43951 Spacer, iw5381,Sash _ 48 4.3218 Screen Rana. Honk. 49 P.3218 . Screen Ram, Vet 53 P•3321 Screen Rama *weer �? FRAME IMPACT HOOK- ALUM. 6063 -T6 (HS } a, PLAN VIEW OF ANCHOR CLIP sxv. 44111 AVENUE ` OCALA. FLORIDA 34474 6t 11.3591 Screen Cfath.18 x 134 Merck= - 52 P- 2s scr Signe,.155 CIA, 8. 1 - ^r, a1t� EXTRUSIONS & S.O.M. - LARGE 1.413SIl£ IMPACT }4OTE: ITEM 19 IS NOT USED IN THIS PROOurnl . ,: 1., . AO HORIZ. SLID -; �,•,. • . - c. • 'r 7119)2028 54 4.3933. Screen SON, 65 • Facer E1AR1'Ae�!% 6MW. .. 711E NFOR.U.TI NCONTAC161 VIRIS OtiAINGgi•r: -IE SOLE PACpEM1TYO= WINO >! SYMMS. NC. A30 REPRO:11 MS 3I PART ORAS A R7t:RE Y11k werrt>NPEIVASSIONOFMSTWV /NO WSYMMS.NC.13PRONISRSO. 6 , ..;.--- {i 1a.. . + P • •:•.� • •1..R{iBEr�•i� "L[7�47 t -:. 82D0 yr.E ,,••. •.�.• .i'WS45% 55 5-1577 RancCatch. Heed. PVC, IS 36 5-1495 Reti. 6.8.R./S.6.R. VaL - . PL toz NO 92514 e: ,,.< ' -.�' 4.... y •, a .n -, A 5OF5 58 FV31 i3 Screw Support. PVC 1 114• IMAIR EMBEiMEHf U4' MAX SAIDA (SEE NOTE; 2 & 3 ON sHI.2) ANCHOR CUP I NSTALLATION ANCHCFi, 3tW DIA. MASONRY ANCHOR. CAULK BETWEEN BUCK ANC OPENING BY OTHERS Boot EIN3▪ E DIST.) 114• MAX SIAM (SEE NOTE 2 a 3 ON BM1 23 ANCHOR CUP (M (M11▪ N. EMBEDMENT) • • A' 4• 06-TAunnam ANCHOR. ♦ A11LI WO= ANCHOR. aa b�4 ! A aACAIAXBETWEENBUCK • a ANDOPEN1N'3BYOTHEiiS G • a♦ •A • 4' 2 BY WOOD BUCK a BY OTHERS SI �• a • 4 • D ONCi�Y BY OTHERS 1 • tA CONCRETFJMASONRY BY OTHERS a . +D A paf ' • ! ma6 a•; a• A.ra• •A ra'.•a 2 D SNIrL EDGEDIST) 1 HYwOOD BUCK BY OTHERS EY�CQ f FINISH baer $. h 1 1I4', D . ; EMSBEpMEN ) a i. ..rust..``.__. gremill 11�w1 114' MAX SHIM (SEE NOTE 2 a 3 O SHT.2) CONCRETE/ .a MASONRY •a 44. BY OTHERS 4 A 4 6.A. w0043vi mate JAMB PERIMETER CAULK BY INSTALLER 1 SYwcOU BUCK BY OTHERS ANCHOR CUP .pip mammon awtssi BY BY OS WINDOW FRAME HEAD INSTALLATION ANCHOR, 3/12' DIA. MASONRY ANCHOR. WINDOW JAMB PERILET/B4 CAULK } QRIzONTAL SECTION OUP (MASONRY) WINDOW FRAME SNLI. • PERIMETER MIX EY INSTALLER • a. f.-FN HORIZONTAL SECTION ‘.9.1 CUP MOOD] INSTALLATION ANCHOR. MS' ANCHOR. INSTALLATION ANCHOR, stir MA. MASONRY ANCHOR. BY WSTALIER WINDOW FRAME SRL PERIMETER OAILK BY INSTALLER FRES BY OTHERR 1i S EXTERIOR FIN'Eri BY OTHERS ANCHOR cu 7.!4 MAX. SHIM. (SEE NOTE 2 a 3 ON SHT.2) • (MAIL EAT) EXTERIOR FINISH BY OTHERS z1W' MAX mots (SEE NOTE 2 & 3ChiSHT. 2) r>. rA` 'rL A . A i • A P • s•. aa_ J. .1 .a.Oaa; P ••a Z BY WOOD BUCK a?OTH✓ 1S BY OTHERS EDGE D1ST.1 (a"1 ALTERNATE PRECAST SIU. DETAIL W C3 w (MASONRY) A UPDATED PER NEW 1BG RLLIUIHtMI NIA }Ul1U IARf 1 114" (MIN: EMBEDMENT) Zia DAN. EDGE MST.) rIq,7 VERTICAL SECTION VFJ CUE' (MASONRY) comcBETErmasottaY BY OTHERS 7NEpSflf:MAT/ON CONTAINED. NT1LLS OAAW@K7 IS'Ras sots aRD•Effryo• cuar,214 wwoom SYS7FI4S.RR.. ANY ftEI'A9DUGT1(IN2NPAATOft AS ANR9OI.EWITHOUT W{IITTEN PEReaSS }NOFCUSTOMI 1ADOW SYSTEMS. NC. ISPALX4SIT£i!. 1 BY WSW aucx SY OTHERS 1315 (MIN. E9 N ) 1f4' MAX SHIM (SEE NOTE 2 & 30N MS. 2) OAUU& UNSER S0REW HEADBY1N TAtLEt iRrw %• -'�`1 A UPDATED PER NEW Frc REQUIREMENTS 1 07(07108 F�VG HORIZ. SUfE 711 5/2008 CWS -157 7 OF8 SHP.ATRING FtY WRENS CAULK BEHIND FIN BY INSTALLER • WSNOCIN WRAP BY INSTALIER -- U4 MAX SHIN (SEE NOTES a oN 3Hr. 2) innEmpia SH EY OTHERS CAULK SEIV40 FIN BY INSTALLER PERmaySFIGAmic EY INSTALLEFI PER3.E1ER CAULK BY INSTALLER WEILIOW WRAF BY INSTALLER UPDATED PER NEW PBC REQUIREMENTS 07107/013 EXTERIOR 'FINISH BY OTHERS INSTALLATION ANCHOR. woon scRadr SHE/LW-MG BY OTHERS WINDOW SYSIENS 1 S.W. 44TH AVENuE , FLORIDA 3.4474 ALLATION ANCHOR PIN DETAIL - LARGE hiSSILE IMPACT MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.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: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'1'ff1CATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \st4 1. 1.4444a4. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. NG OPTIONS: A 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES; SEE TABLES 1 AND 2 ON SHEET 2. 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. CONFIGURATIONS: X (2,& XO, OX, ✓ OXX, OXO, AND OXXO. 4. 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 FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. 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). 9. CONFIGURATIONS WHICH: CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLISS BrE A EXT..- 1/8° ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM ram Ralekor Road Or FA: Ad* 1Lw7 Rasa{mC ReaadlAc F.1C Ebbs &N4d77 Rm4dar A CLARIFY EXT. OF MASS, OVERALL 7HK80tES9 AND cuss Dlle ADD MASS L07EDA1. TORAi7NO DETAILS, ADDC8AsSDEC. MC, REVISE NOTE 1, GLASS0ESCRIPT: &ADD NOTE a ttrrem Fx DeAr 2/22/D7 Ciudad Bit J-J. 8Fd1/07 A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR A EXT. - 3/18 ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR WWI e1/2" GLASS BITE 1"111 SAFLEX/KEEPSAFE MAXIMUM — .485 --A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Florida p Code Date GK� IS 7407 NOA# 07— 0 C 2:9• /U Miami Date Produc t Control // Dy on a I . CL .L 1070 TECHNOLOGY OWE NOKOISS, FL 34270 P.a BOTC 1b7S NOKOMB FL 34274 P UivJ* Better NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT tertmAisx FD101 x 1 m10 DatlpRa 11005 -1 ohek L R Clark P.E. PE 039712 SdRmwml TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX . OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH A! - 79247 7° - 83 3/4" 87 3/4" ° 371/2° 71 3/4" +75.0 O WIC 1T 91 3/4" 8° - 95 3/4" 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPE A 7 3/4" +75.0 75.0 75.0 -75.0 +75:0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.8 +64.2 -84.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH SINGLE SIDE UTES WITH GLASS TYPES B, C OR D 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, CORD HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 633/4" +43.1 -43.1 +43.1 113.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, CORD 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +352 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0, -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. G 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS B. HS) C. 7/16° LAMI (3116" A, .090 PVB, 3/16" HS) D. 7118" LAMI (3/16" HS, .090 PVB, 3/16" HS) ® 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. 0X/X0 WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES• DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OX0 WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF Q8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approval as totoplliag with the Dote Bd. ViI C QD.7 NOA# Miami Dude Product Control dew FJC Raga Br. FJC 8/14107 MEd a/1a67 8 REVISED TAME DEMON PRESSURES AND CAR/WI:NON- REM. VERS1C7N COMBINE GAM TYPES &M4x8OF8A70NOTEBaALIDN07E888& wake: A REVEZ NOTE1,2 a8 ADD NOTATIONS TO TABLE 1 AND 2. REDUCE MAX EWE DESIGN PRESSMAN) ADJUST: AIL DPBFOR TAME anima/: bat ehml"d6r Dow FJG 2122/07 J.J. 0P41/07 1070TECNN0LOGYDRIVE NOKOWS, FL 34278 P.O.B2C1528_ P V1sibb Better DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Seibtellbret FD101 mm Ix d 10 110054 ran B 73 1/2" MAX. 38 3/4" MAX. SEE NOTE 4OX OR XO 371/2" SEE NOTE 4 71 3/4" MAX. 24 9/18" MAX. DLO (TYP) OXO SEE NOTE 4 95 3/4" MAX. HT. TYP. 84 318° MAX. DLO TYP. A X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4' MAX. 143 3/4" MAX. SEE NOTE 3 363/4" _ I MAX. " "'111 36 3/4° 1091/2" MAX. SEE NOTE 3-. 38 3/4° MAX --�+ '" 0 I CIE \ XACT. '' 1 \ ,,/- xINACT. LP I / i `�' E{ o (M M '7' \ \\ / E / E�' x -IE T o SEE NOTE 4 71 3/4" MAX. 24 9/18" MAX. DLO (TYP) OXO SEE NOTE 4 95 3/4" MAX. HT. TYP. 84 318° MAX. DLO TYP. A X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4' MAX. 143 3/4" MAX. SEE NOTE 3 363/4" _ I MAX. " "'111 SEE NOTE 4 95 3/4" MAX. (1W.) 84 3/8" MAX. (TYP.) (T . ' .) G G SEE NOTE 4 /4" DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH IC = DOOR WIDTH - 1215/18" DLO WIDTH IOC' = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP IC AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 9000', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.646) (IOC DOOR = DOOR WIDTH/2 - 4.079) with Mr eau, d[-T-{..1110 Zo trip /, p. / :'. Lgt Via•, >;,: :.Sad• p,•,0 °st t.en•r+rt Rm slavz FJL Road By: F.IG W%SO7 M4/07 Wee 2422107 Revisias B CORRECT VE•AIDALDLO AND FOR4AWAS ADD DLO FORMUASFCR DOCNtANCSDELDE ADD DOOR DLODAL A IDENTIFY DFADSOLTAND4PEC9:YxACT. ADD 7C PACT. t�uauuex 8121/07 l 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOXOMf9, FL 34274 _PG" VAriaty Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT NTS 3' d 10 11005-1 B 1 'GGvIi Robert L. Clark, P.E. PE x39712 Structural ii MP �E o E{ o 0 I CIE \ XACT. '' 1 \ ,,/- xINACT. LP SEE NOTE 4 95 3/4" MAX. (1W.) 84 3/8" MAX. (TYP.) (T . ' .) G G SEE NOTE 4 /4" DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH IC = DOOR WIDTH - 1215/18" DLO WIDTH IOC' = DOOR WIDTH/2 -11 5/18° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP IC AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 9000', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.646) (IOC DOOR = DOOR WIDTH/2 - 4.079) with Mr eau, d[-T-{..1110 Zo trip /, p. / :'. Lgt Via•, >;,: :.Sad• p,•,0 °st t.en•r+rt Rm slavz FJL Road By: F.IG W%SO7 M4/07 Wee 2422107 Revisias B CORRECT VE•AIDALDLO AND FOR4AWAS ADD DLO FORMUASFCR DOCNtANCSDELDE ADD DOOR DLODAL A IDENTIFY DFADSOLTAND4PEC9:YxACT. ADD 7C PACT. t�uauuex 8121/07 l 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOXOMf9, FL 34274 _PG" VAriaty Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT NTS 3' d 10 11005-1 B 1 'GGvIi Robert L. Clark, P.E. PE x39712 Structural EXTERIOR MAX. DLO INTERIOR MAX. DOOR HEIGHT 1.489 EXTERIOR MAX. DLO ti INTERIOR MAX. SIDE LITE HEIGHT DOOR SECT. A A SL SECT. B -B VERTICAL VERTICAL SL VIEW G-G CORNER ASSEMBLY Approved as compiling with the Florida Raiding Code D a t e Dr7 IB ZOO NOAH p�....�En • /0 Miami Dade product Central B 1 CA.1 I.Cit4wle , * Doe gswme Rend BA FK t4md8r: FJC OnsSa)e Daft FJC 7!22/07 W1807 NO CHANGE 7/0 SHEET. Wit A SHOW OOU4EHOLLOWHEAD9ECRONATCORNER ASSEMBLY oaammdeh: J.J. x/07 1070 TEINSVOLOGY DRIVE NOKOMIS FL 34276 P.O. BOX 1626 NOKOMIS fl. 96274 PGT VLrlbly Bettor EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT BsiesMeOet FD101 Sake 1/2x Ska1 4 yr 10 Onstrons 11006 -1 MAX.'XX' WIDTH DLO 'XX' SECT. C-C HORIZ. DLO 'X SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY f�- --MAX. SL WIDTI -I INTERIOR EXTERIOR I MAX. ' DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved on complying with the Florida Holding Corte Date GL 1 l . Dona Miami Dade Product Control 87°M M Revd IDA Delre a- ftK Mete W1007 moo MOE TIM SNF07. Ansley: F.K balm 94407 R A ADD DOOR W ISMS WE' TOSECDONDEdi ISAVGLESIDE LIT€TOSECT. F'F manor FJC J.J. /21/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O SOX 1529 NOKOMIS, FL 34274 PGT b VERTICAL SECTIONS Tax ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD /01 Sale 12x 5 d 10 11005-1 Raw B ma Robert L rk, P.E PE 330712 Structural ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 920D 6920D SIDELITE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 91613 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP #8-32 X .500 PH. FL MS - S.S. W /SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70998 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTIING BLOCK, 3/32" X1/4" X1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/2" X1" W /PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 988 6988 BEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 988 64986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 20 915D 60380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 21 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS, 7/18" LAMI - 3116" A, .90 PVB, 3/16" HS 22 6808 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT -.--1 1 f 360 .055---.-11-=-1- , OUTSWING THRESHOLD 3 CHANNEL COVER 6063-T6 - 28 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXIRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS 34 913A 80378M TRUSS CLAMP 35 1130 6TRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) Approved as cnmpiying With the Florida R 14 ng C"dc NOM O7 p 12. 0 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) Miami Dade Product Control By lrae4 I. t 1..4u.1„d 46 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 2.750 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 1.000 48 1139 7834F #6 X.750 PH. FL. SMS 49 50 982 FD2PTAY 6R180FS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) 1-'7125--1 22 TUBE MULL 6063-T5 ' j r I. /4° 1'" i L L (lark, P.E. swcwrai 51 930 41721 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS Rend Br t F. -T. - PARTS LIST Rood*: FJC Ws 9/18/07 Flmielcas Et NO CHANGE TIM SHEET. 1070 TECHNOLOGY DRAT aaegx fs29 NOK029s 894274 ALUM. FRENCH DOOR & SIDE LITES, IMPACT taeoar: FJC Dew 407 227707 cn.cArocax J.J. rrautro�woearnwa INACTIVE ram.ow.rrorre+tet 8/11/07 FD10i 1,2Jt s� 6 w 10 c�ra 1100fr1 +aa B 4.826 4.000 r1.750 .062 --► DOOR PANEL TOP & BOTTOM RAIL 8063 -T5 3. 1.750 4.726 4.100 1.400 3.111 .050 -►I 31 FILLER HEAD ADAPTER 6063 -T6 3.000 1.272 .050 1 FRAME HEAD 6083 -T6 1.479 J 3.000 11 OUTSWING THRESHOLD 8083 -T6 * ✓sue Dear DOOR PANEL SIDE RAIL 8063 -T5 x+1.500+{ .1251 4.728 4.100 DOOR PANEL INTERIOR ASTRAGAL 6083 -T5 I F jj l J I .750 .683 II 4ti [.050 TRUSS CLAMP 6063 -T5 3/8" GLAZING BEAD 8083 -T5 4.675 r-1.4801 DOOR PANEL 45 EXTERIOR ASTRAGAL 8083 -T5 72 7/18° GLAZING BEAD 6083 -T5 6.085 60 SL HEADER 0063-T6 20 DOOR FRAME, JAMB 8063 -T6 + -1.578 --►� .81X1 .050 3.000 SL JAMB 6083 -T6 .830 [+-- 2.880 .050 SL JAMB 66 ADAPTER 6083 -T6 .250 -►{ ♦+- 37 WEATHER STRIP CHANNEL 6083 -T5 0.375 2.125 .125 1 HINGE 6063 -T5 Approved as complying with the Florida Bunting Code Dole OC-T Ik, 747D7 NOAtt "7-64 Z9-P.1c Miami iDade Product Control By 151(mSi t. C414rit)• Render P14 Dew 53997 rBrtmaer NO CHANGE OBS SHEET. FJC Rawl* fkbx 814107 ADD 'OOON'T°noir205 GLASS BED D5L 70 HEMS 30, 91. 44, 45587 Conti, aft *mks Br Diver F.K 222107 J.J. 621/07 10707ECH NOLOGYDRIVE . KNOWS, F194275 P.O. BOX 1629 NOKOMIB, FL 94274 PST EXTRUSION PROFILES The ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vtdbdy Better enaaeamt F0101 112x a- X 10 11005 -1 B rt L Clark, P.E. PE #39712 Structural JAMB ZONE "B" HEAD ZONE "C" JAMB ZONE "A" / JAMB ZONE W HEAD ZONE "D" HEAD ZONE "D" I JAMB ZONE "A" JAMB ZONE W SILL ZONE °C" SEE TABLE 3., SHT. 9 NEt—?y BLED — {— ZO- I ZONE � / OXo JAMB ZONE B" ZONE-4— --- NE E F }- ZOI-f ZONE Y SEE TABLE 7., SHT. 9 E" I_ ZONE "D" T ZONE "D" SEE TABLE 4., SHT. 9 HEAD 1 ZONE "E"1 z N gm' SILL � SILL 0 I SILL I ZONE "E" HEAD �y� SEE TABLE 5., SHT. 9 HEAD 1 ZONE "D" —t— ZONEL°F"� ��-t t_Z��ZONE"F» HEAD _1 I ZONED "D" tZO E E" I JAMB ZONE ,/ , / XO OR N OX JAMB ZONE "B" 1 SILL I SILL t ZONE "D" ZONE E" ' SEE TABLE 8., SHT. 9 a w N m 1 1 / OR \ OXX n n x 1 \. } JAMB ZONE "B" (xxo \ / V I SILL ZONE "D" ZONE "F" „E" SEE TABLE 7., SHT. 9 HEAD HEAD ZONE „F„--t- Z ENE f EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. , SILL SILL ENE Z ALSO USED AS AN SILL SILL ,F"�ZONE-{ .E„ E FORA 83 3/4 "H UNIT, NOTES: 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 243/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Appruv.v as <vmt:! :.og whit the Florida 8a�u� g Cea�e Date o.` -Tigtt 4'al NOM d7 -.06 24. /a Miami Dade Product Coalrol • ''1`°"» . tir� Raved* Ma Rertsknx weed eF FJC Bawl FJL mare FJC 2/22107 Data 8'1607 aerbtvs Sr1U07 (7s.kaa6r: J.J. NO GraNIE7103SKEET: CHANGE 737 OR.= ANCHOR ZONE FROM TO V. ADD ANCHOR TYPES TOSOLUDOML Oars 6/21/07 1070 TECHNOLOGY OWE 310kO1313, FL 34278 P.a BOX 1529 MDP333 f8, FL 34274 IGT Wstbty Besar ANCHORAGE, CONFIGURATIONS War ALUM. FRENCH DOOR & SIDE LITES, IMPACT aadmae.Cee FD101 BoeM NTS se.* 8 d 10 &soBAb 11005-1 Roe B RoberlL Clark, P.E. PE #39712 Structural C X. A 1�� , nn^�n / , OXXO n n x 1 \. � .. ' } JAMB ZONE B" NB 2 < i \ VVY vv , SILL SILL ENE Z ALSO USED AS AN SILL SILL ,F"�ZONE-{ .E„ E FORA 83 3/4 "H UNIT, NOTES: 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 243/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Appruv.v as <vmt:! :.og whit the Florida 8a�u� g Cea�e Date o.` -Tigtt 4'al NOM d7 -.06 24. /a Miami Dade Product Coalrol • ''1`°"» . tir� Raved* Ma Rertsknx weed eF FJC Bawl FJL mare FJC 2/22107 Data 8'1607 aerbtvs Sr1U07 (7s.kaa6r: J.J. NO GraNIE7103SKEET: CHANGE 737 OR.= ANCHOR ZONE FROM TO V. ADD ANCHOR TYPES TOSOLUDOML Oars 6/21/07 1070 TECHNOLOGY OWE 310kO1313, FL 34278 P.a BOX 1529 MDP333 f8, FL 34274 IGT Wstbty Besar ANCHORAGE, CONFIGURATIONS War ALUM. FRENCH DOOR & SIDE LITES, IMPACT aadmae.Cee FD101 BoeM NTS se.* 8 d 10 &soBAb 11005-1 Roe B RoberlL Clark, P.E. PE #39712 Structural TABLE 3. GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 DOORS A, 8, C, D 2,3, WOOD 1,2, CONC LOAD ZONES WIDTH x HT. x N �r X x TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS '9OC' - 47.75 TO 71.75 WIDTH x HT. A, B,C,D 2,3, WOOD 1,2, CONC LOAD ZONES TABLE 5. O SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "Cr - 10.75 TO 38.75 A,B,C,D 2,3, WOOD 1,2, CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE 2,3, WOOD A, B, C. D 1 2; CONC TABLE 7. OX O, OXX OXXO GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2.3. WOOD 1,2, CONC APPROVED ANCHOR TYPES: 1.1!4" ELCO TAPCON) LOAD ZONES WIDTH x HT. 0 - JAMB "B" _N O_ P O DOOR WIDTHS X" - 25.50 TO 37.50 LOAD ZONES DOOR WIDTHS X" - 25.50 TO 37.50 0 SIDE LITE WIDTH x' HT O LOAD ZONES O 25.50 x 79.75 83.75 87.75 91.75 95.76 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75, 31.50 x 79.75 83.75 87.76 91.75 95.75 x 79.75 83.75 87.76 91.75 95.75 35.50 x 79.76 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 33.50 Reed* 6 6 6 5 8 6 5 5 6 6 5 5 6 6 6 5 8 6 6 7 6 6 6 7 7 6 6 6 7 7 6 6 7 7 7 2 2 2 7 4 7 4 7 4 2 7 4 2 7 4 2 2 2 2 2 7 4 7 4 7 4 7 4 7 4 2 2 2 2 2 8 4 8 4 8 4 8 4 8 4 2 2 2 2 2 8 4 8 4 8 4 8 4 10 4 3 3 3 3 3 8 4 8 4 8 4 10 4 10 4 3 3 3 3 3 8 4 8 4 8 4 10 4 10 4 3 3 3 3 3 8 4 8 4 10 4 10 4 10 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3, 3 3 3 3, 3 3 3 5 5 3 3 5 5 5 3, 5 5 S 5 3 5 6 6 5 5 6 6 5 6 5 5 5 5 5 47.75 x 79.75 83.75 87.75 91.76 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 56.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.76 91.76 85.75 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.75 87.75 91.76 96.75 71.76 x 79.75 83.75 87.75 91.75 96.75 3 4 4 4 4 6 7 7 7 7 4 4 4 4 4 7 7 7 7 7 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7 7 7 7 8 5 5 5 5 5 8 8 8 8 8 5 5 5 5 6 8 8 8 8 10 5 6 5 6 6 8 a 8 10 10 5 5 6 6 6 8 9 9 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 5 3, 3 3 5 5 3 3, 5 5 6 3 6 5 5 5 5 6 5 5 5 5 6 5 6 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.76 83.75 87.75 91.75 95.75 21.76 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 38.13 x 79.75 83.75 . 87.75 91.75 95.75 36.76 x 79.75 83.75 87.75 91.75 95.76 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 4 4 4 4 4 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 2 2 2 2 5 5 5 8 5 6 6 7 7 7 2 2 2 2 2 2 3 3 4 4 4 4 4 4 4 4 4 4 4 B 6 7 7 7 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 1 1 1 1 , 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 10.75 x 79.75 4 2, I 83.76 4 2 87.75 4 2 a 91.75 4 2 tl 12.75 x79.75 4 2 LL 83.75 4 2 .i 87.75 4 2 91.75 4422 Fa- 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 co 87.754 3 F 91.75 4 3 z 85.7. 4 3 g 21.75 x 79.75 4 3 a 63.76 4 3 6 87.75 4 3 m 91.75 5 3 95.75 5 3 UI 27.76 x 79.75 5 3 83.75 5 3 O 87.7553 4 91.756 3 95.75 6 3 00 36.13 x 79.75 6 4 F 83.756 4 0 87.75 7 6 a 91.75 7 5 ZO x a z a 95.75 4 2 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 m H 4 2 4 2 4 2, 42 4 2 42 4 2 4 2 4 2 42 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.76 4 2 83.76 4 2 87.75 4 2 91.75 4 2 96.76 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75, 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.76 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4i3 87.75 4 3 91.75 5 3 95.75 5 3 C75 x 79.75 . 3 83 76 5 3 87.75 6 3 91.75 6 3 95.75 8 3 38.13 x 79.75 6 4 83.76 6 4 87.75 7 5 91.75 7 5 96.75 7 5 38.75 x 79.76 6 4 83.76 8 4 87.75 7 5 91.75 7 5 95.76 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 2. 114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved ar complying with the Florida Baidin Code Pate c Co NOAd Miami Dade l Product Control By 1;_t+Ki I. eie4 I to _ MAX BB Row I BB F. Fx OM AR Rerobtome NO CHANGE ThISSNWir, K Debr Krotswm A ADD ALSO USE xITABLE670 TAME4,. Tr. G4ANGE TABLE B. HEAD2ONE V70'D'ANDOOLUMNREFERENCE ADD 135' 70 ANCHOR TYPE 3. Fit 2/17107 txeender: J.J. 621/07 1070 TECHNOLOGY DRIVE NOKOA48, FL 94275 AO. BOX 1529 NOKOMIS FL 34274 PST 50 m1 r Better ANCHOR QUANTITY LOAD ZONE TABLES me ALUM. FRENCH DOOR & SIDE LITES, IMPACT am.abdt FD101 Dais NA RNA 9 d 10 B-tigat 11005 -1 4 2X WOOD BUCK, NOTE 2 3.41(81 MIN. CONC. 1 3/Er MIN. 1X WOOD BUCK, NOTE 2 1/4'' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 1/4' MAX. SHIM MIN. WOOD CENTERS 1111 ANCHOR ON STAGGERED NOTE 1 2 OR 3, TYPE 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK NOTE 2 1 3/Er TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (GONG) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4° MAX. SHIM 1/4" MAX. SHIM 3/4° MIN. E.D. • :.. ::11IN .■,,,,,,,,,,,,tp,.., -111 illii a 11/11111/1110 . • 11 3/4" MIN. E.D. 2X WOOD 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 .11. • IR 411•111•1 mr W - EXT. 1 3/8° MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 3 r-1 /4" MAX. 1 3/8" TYPE 1 S. 1 3/4" TYPE 2 0. '‘ 3.4 KSI MIN. CONC. t 2X WOOD BUCK, NOTE 2 —.4,111N3.1f.DH DOOR SILL (CONC) DOOR SILL (WOOD) 1 3/8" TYPE 1 1 3/4" TYPE 2 CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (GONG) 1/4" MAX. SHIM MIN. E.D. .1 I.:, 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. • 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) NOTE 1 NimormAis■ • .:,•• a -1. 3/8" TYPE 1 3/4° 'TYPE 2 • MIN. ED. SIDE LITE SILL (CONC) 1/4° MAX. 3.4 KSI MIN. CONC. NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as CV,rpL,1,:g ,ffi (ht Florida Bottling Code Oak LS". 20b ' NOM .,;2_7,&‘Z Miami Dade Product Control rit 44/ 1. Wow I Im Road 03 FJC Read* FJC Dam BK F.K Dela 9/18/07 Dew NI4107 Dam 2/22/07 dadstect 8 Rottelmr A CWWWWF J.J. NO CHANCE MIS SHEE7: SPEC TYPE 1 32 EMBED. ON CONC. DE7A1S. SPEC. TYPE 2 413 ON WOOD DETAILS. ADD ANCHOR TYRES 70401E1 21/871 1070 TECHNOLOGY MIME NOKOMIS, FL 34275 P.O. SQX 1529 NOKOMIS, F134274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8obalkslet F0101 NTS BMW 10 d 10 11003-1 B q/z 7 L ciark, P.E. PE 039712 Structural