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WS-11-1188II Miami 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 BUILDING PERMIT APPLICATION FBC 20 JUL o Permit No. ' 1 1 , Master Permit No. Permit TypeBUILDING,-.- ROOFING OWNER: Name (Fee Simple Titleholder): 3O5091/), 5 . Std z,\( a Phone #: 3oS. )S Q S S O S Address: 1 O 9 rc j ,4 S T City: Vt. a U i State: fit° Zip: "5'5 i Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: d bcy-t f3-3- D S 1 City: Miami Shores County: Miami Dade Folio/Parcel #: i 0 o . �� -03o- 0 Q 2'0 s' LT PO 0 �Fo Is the Building Historically Designated: Yes NO Flood Zone: Zip: 3 LS-% CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 v� Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT zip: 33312 Phone #: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: c t ,‘ k°1 rt2 A n t Phone #: (i-9‘.13'5,-0 �� Value of Work for this Permit: $ , 3 j7 Square/Linear Footage of Work: Type of Work: DAdditi ❑Alteration DNew a`' epair/Replace DDemolition Description of Work: ( � � , ( � `� ?;. - U1/43 �� >� ) � 5 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ r Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ gg-)c' CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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,Ao 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 FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven, ) days after the building permit is issued. In the absence of such posted notice, the inspection wi•l not, e approve and a r pection fee will be charged. Signature ,411 Signatur Owner or Agent The foregoing instrument was acknowledged before me this J1 day of ‘one,, , 20 8 , by neli'e 6 t,�l�� i'� �� day of , 20 Q L , by wcittru ibDc dl , who is personally known to me or who has produced who is personally known to me or who has produced Contractor The foregoing instrument was acknowledged before me this c7 As idet►hfication and who did take an oath. as identificattpn and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commis * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY * * * * * * * * * * * * * * * * * * * * * ** 7/2 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Property Information Map My Home Miami -Dade County, Florida f a ...'e. o Property Information Map Aerial Photography - 2009 0 112ft This map was created on 5/31/2011 9:56:28 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 MIA WADE Summary Details: o.: 11- 2232 - 030 -0120 JOS S SCHWARTZ &W s: LINDA 1304 NE 104 ST MIAMI F 33138 -2662 Property Information: Folio N 1100 SINGLE FAMILY RESIDENCE CLUC: Prope rty: 1304 NE 104 ST 3/2 Mailing Addres 1 L Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,192 Lot Size: 10,325 SQ FT Year Built: 1953 Legal Description: RIVER BAY PARK PB 41 -55 LOT 7 BLK 2 LOT SIZE 87.500 X 118 Assessment Information: Year: 2010 2009 Land Value: $124,372 $180,675 Building Value: $147,051 $185,192 Market Value: $271,423 $365,867 Assessed Value: $171,920 $167,401 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $121,920 $50,000/ $117,401 County: $50,000/ $121,920 $50,000/ $117,401 City: $50,000/ $121,920 $50,000/ $117,401 School Board: $25,000/ $146,920 $25,000/ $142,401 http:// gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade.go... 5/31/2011 FHA - DAG RAM SHEET ROO JmiAstifuNd Teal ,y; eik'frr t:PZ 1,11E ..11= z:41111 DATE 4 t , i I 1 ? s llitosuramiurinimil Litial '1..1 If 117"1 11111 ii, 116i i e, , r I i 1• IrrirrWirtrit 021.1. • 111 41: INNER r NW. trw?zAro Id atai Mthrw A L, iErf ifeiTrAii0 V.ATFIND COUNTY RULES AND REGULATIONS 2007 ORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES XTERIOR ZONE 5 PRESSURES, Mean Roof Height DESIGN PRESSURES PSF) - Zone 4 - 10 - 0 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -50.4 -92 +46.5 +45.2 -48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 -48.2 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft -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 +42.2 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 -56.6 -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 +50.6 -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 -55.2 +50.6 - 54.7 +50.1 -54.2 +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 36 ft -60.6 -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 51.3 -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 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 -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 -58.6 +51.7 44 ft -83.2 - 81.7 +58.3 +56.7 -80.6 +55.7 -59.7 +54.8 - 59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +526 -57.1 +52.2 46 ft -63.8 - 62.3 +58.8 +57.3 -61.2 +56.2 -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 - 84.4 -82.8 +59.4 +57.8 - 61.7 +56.7 - 60.8 +55.8 50.1 +55.1 -59.6 +54,5 - 59.0 +54.0 58.6 +53.8 58.2 +53.1 50 ft -84.9 53.4 +59.9 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 - 63.9 +80.4 +58.8 -82.8 +57.6 -81.9 +56.8 -61.2 +58.1 -60.6 +55.4 -80.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft -86.0 - 64.4 +80.8 +592 -63.3 +58.1 -62.4 +572 -61.7 +58.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft 56.5 - 64.9 +81.3 +59.7 -63.7 +58.5 -82.9 +57.7 52.1 +56.9 -61.5 +56.3 - 81.0 +55.8 - 80.5 +55.3 -80.1 +54.9 60 ft -87.5 55.8 +62.2 +80.6 54.7 +59.4 -63.8 +58.5 53.0 +57.8 -62.4 +57.1 51.9 +56.6 -61.4 +56.1 -61.0 +55.7 m m m m n z r m z UJ cn c 0 8 rn !n REMARKS INIT ISSUE DRWN CL CHKD FLB Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 - 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -62.2. +48,5 -59.8 +452 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 . -80.6 -58.8 -57.5 -58.3 -55.4 -54.6 - 53.9 -53.2 16 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -58.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft -66.1 +49.4 -63.5 +48.1 - 61.6 +47.1 -80.2 +46.4 -59.0 +45.8 - 58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 +49.0 - 62.9 +48.1 -81.4 +47.4 -60.2 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 54.1 +49.0 - 62.6 +48.2 -61.4 +47.8 -60.3 +47.1 -59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 - 67.1 +50.8 -65.1 +49.8 - 63.6 +49.1 -62.4 +48.4 -81.4 +47.9 - 60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 - 662 +50.6 -84.6 +49.8 -63.4 +492 -62.3 +48,7 -61.4 +48.2 - 60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49.9 -632 +49.4 -82.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54,5 -70.1 +53.1 - 68.1 +52.0 - 68.5 +51.3 -652 +50.6 54.1 +50.1 - 83.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +552 - 71.0 +53.7 -68.9 +52.7 -87.3 +51.9 -66.0 +51.3 - 64.9 +50.7 -64.0 +50.2 53.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 - 66.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 56.5 +51.9 -65.5 +51.4 -64.8 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -85.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +582 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 - 88.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 - 70.4 +54.6 592 +54.0 - 88.2 +53.5 -67.3 +53.1 -88.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 88.8 +54.0 -67.9 +53.6 -87.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -88.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 +572 -72.8 +58.5 -71.6 +55.9 -70.5 +55.4 - 69.8 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -78.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +822 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 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, ADDRTONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C MRH= BASED ON Kd =5 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.1.8) 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. 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 a C ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1304 NE 104 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 FL13009.1 +60.0 -65.0 +465 - 62.2 72 7/8 x 491/2 YES NO 2 4, FL13010.2 +70.0 -70.0 4, 4. 28 x 451/4 - YES 4. DOOR FL7730.0 +80.0 -80.0 .l• 4. 36 x 80 3 YES 2x 4 4. ' 4 ' WINDOW FL5823.2 +675 -67.5 4, -50.4 35 3/4 x 61 3/4 I_ 5 4. FL5859.2 4, 4, 4• 4, 71 1/2 x 61 3/4 10- 1004.01 4 4, FL5823.2 4. 4. 4, 4, 35 3/4 x 61 3/4 4, 7 4, FL13009.1 +60.0 -65.0 4, 4. 721/2 x 481/2 YES NO 4. 8 4, 4, 4, 4, 4, -62.2 35 5/8 x 49 3/8 4. Ci YES 9 4, FL5859.2 +67.5 -675 4. 4, 13 5/8 x 721/2 10 4, FL13009.1 +60.0 -65.0 •, 4, 43 5/8 x 491/2 YES _ YES 1 x 4 NO 11 4. 4. 4. 4. 4. 4. 4. 4. FL9520.2 4. 12 4. 4. 4, 4, 4, -50.4 35 5/8 x 371/4 ,!, 13 .l■ .■ .l, 4. J. 4. 72 7/8 x 371/4 4. .L v 4 YES' 4/ 4, 14 .l. .I. 4, 4, 4, -62.2 4. .L 15 .' DOOR FL10272.1 +675 -675 4, 4, 71 3/4 x 80 16 4. 09- 0310.05 +75.0 -85.0 4. -50.4 34 5/8 x 80 17 4, FL10272.1 +67.5 -675 4, -62.2 95 3/8 x 80 WINDOW FL12248.1 +60.0 -75.0 4. 4. 35 7/8 x 617/8 .L NO 4, 4. 4, 19 4 FL13009.1 +60.0 -65.0 4. 4. 72 7/8 x 371/4 YES 20 4. 4. ,l. 4. 4. 4. 4. .l, 21 4. .), 4. 4, 4, -50.4 35 7/8 x 371/4 4. 22 4, 4, .), 4, 4, - 62.2 72 7/8 x 371/4 4, 23 24 Florida Building Code Online http:// www .floridabuilding.org/pr /pr_app dtl.aspx ?paranl>= wGEVX... BCS Home � Log In I User Registration 1 Hot Topks Submit Surcharge Stets & Facts PubVCatlons FBC Staff c BCS Site Map i Links ; Search 1 of 2 Product Approval USER: Public User PSadi> A &PILI_I1 tildlI a > MOLS* Or applkeffro. Sgmb > a96A.otpn L FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address/Phone /EmaII 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 mlafevre@cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc 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) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL5859 R3 COI 510488A (Eval Rea PW -8300 Imaact).odf Standard AA M A/ 101 /I. S .2 /A440 -0 5 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 year, 2005 2002 2002 1994 12/13/2010 4:09 PM Florida Bililding Code Online hnp://www.floridabuilding.org/pr/pr_app_dtl.aspeparam=w0EVX... 2 of 2 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 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, 76" w /heat strengthened glass, DP = +/- 55 psf (Impact HVHZ: Yes HVHZ: Yes x 62 ", DP = +/- 67.5 psf (impact SGP). Large Missile, 48" x 72 ", w/ annealed glass, PVB) Installation Instructions FL5859 R3 II CWS-159A (PW -8300 Impact).odf FL5859 R3 II DuPont PVB NOA 05 -1208 02.p FL5859 P.3 II DuPont SGP NOA 07- 1116- 04.odf FL5859 R3 II Micron NOA 06 -1220 01.odf Verified 8y: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AE 510488A (Eva! Rep PW -8300 Impact).pdf Created by Independent Third Party: Yes 5859.2 PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. Limits Use ved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressuro: +67.5/ -67.5 Other: Large Missile, 72" x 76", DP = +1- 67.5 psf (Impact w/ heat strengthened glass, SGP). Installation Instructions FL5859 R3 II CW5 -337 (PW -8300 Impact 72x76).pdf FL5859 R3 II DuPont SGP NOA 07-1116-04 pdf FL5859 R3 II Mikron NOA 06 -1220 01.odf Verified By; Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports R3 AE 510870 (Eval Rep PW -8300 Impact ,F859 72x761.odf Created by Independent Third Party: Yes t!?!LsiA INEAi Department ofCommimfyAfahs Florida BuPdlo9 Code Online codes and Standards 2555 Shuman! Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida All rights reserved. Privacy Statement 1 r'omrr4ht Statement 1 A casafol4v Statement I plug -In Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts ' +egrd33a� T>aated Ynt's, socutitv or '111W 7: 12/13/2010 4:09 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 810870 336. 945 -9695 Manufacturer: Custom Window Systems 1000 S.W. 44th Avenue Ocala, FL 34474 Product Line: 8300 PVC Fhced Window — Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein compiles with the 2007 Florida Budding Code. Product description: 8300 PVC Fixed Window. Frames and active sash are of welded rnftered comer construction. Supporting Technical Documentation: 1. Approval document: drawing nurnber CWS -337, dated 8119108 sheet 1 of 11, titled 8300 PVC Ebced Window, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3530 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories.' Orlando, FL 8300 PVC Fixed Window, Frame installation. TAS 201-94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, ±87.5.0 paf design pressure, 15.0 paf water penetration. TAS 203-94 Cyclic Pressure loading *87:5.0 pef design pressure b) Report No.: NCTL 210 - 3530 -1A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Frame installation. AAMANVDMA/CASA 10111.S.21A440 -05 Design pressure: i67.5psf Water penetration resistance 15.0 psi ASTM E1886 -05 and ASTM E1998-05 ASTM E1886/ E1998 Large Missile Impact, Lave! 0, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, *87.5 psf design pressure c) Report No.: NCTL 210- 3530 -2, signed and sealed by Gerard J. Ferrara P.E National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Fin Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, *67.5 psf design pressure, 15.0 psf water penetration TAS 203-94 Cycdc Pressure loading ±67.5 psf design pressure d) Report No.: NCTL 210 - 3530 -2A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL. 8300 PVC Fixed Window, Fin Installation. AAMAIWDMAICSA101 n. S.21A440 -05. Design pressure: 1:87.5psf Water penetration resistance 15.0 psf ASTM E1888 -05 and ASTM E1996 -05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E18881 E1996 Cyclic Load Test, *87.5 psf design pressure 3. Anchor calculations, report number 310871, prepared, signed and sealed by L. Roberto Lomas P.E. i? 1 of 2 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Engineering Evaluation Report Report No.: 510870 Limitations and Conditions of use: • Maximum design pressure: *87.5 psf • Maximum unit size: 72 x 713 • Maximum Flange size: 77114" x 73114° • Maximum D.LO.: 69118" x 73118° • Units must be glazed with 1" insulated glass consisting of 3/18" Ann exterior cite— Air — laminated inboard lite consisting of 3/16" HS — .090" Sentry GlasPlus Interlayer by Dupont - 3118° HS per ASTM E 1300. • 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.OA. 08- 1220.01. • Sentry Glasplus per N.O.A. 07- 1118.04. . Installation: • Units must be Installed In accordance with approval document, CWS -337. Certification of Independence: Please note that l don't have nor will acquire a financial Interest In any company manufacturing or distributing the, product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the fisted product(s). ••••41 • 2 of 2 �� aE. a ° ~' . pICTURg WINDOW ELEV TIONS (LARGE MISSILE IMPACT) IA WISE Ag. NTGflG GENERAL NOTES & ELEVATIONS-1 ANCHOR SCHEDULE & NOTES..-2-8 DP CHART & SECTION _-- ..__.9 E)CIRUSIONS & awn:. �_ . . ...9 INSTALLATION DE1 AU 6 .1041 PVO IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WETH THE FLORIDA BUILDING CODE, CURRENT EDIRON. INCLUDING HVHZ 2. GLAZING OPTIONS: (SEE SHEET 7) 3. CONFIGURATION: FIXED UTE Tr. 4. DESIGN PRESSURES: (SEE TABLES-SHEET 7) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM £ 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INRLTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 6. ANCHORAGE; THE 33 IP3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10.11 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. B. REFERENCE TEST REPORT& NCTL- 2103635 -1 . ROIL-210-35301 A , NCTL -2103530 -2, NCTL.218.3030 -4A 0. SERIES 1 MODEL DESIGNATION PW -8300. 10. WOOD BUCK oR STUD FRAMWO TO BE DESIGNED AND ANC$IORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUOKANO FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PBDIPIETAIRANOCIEROUMAI. • > °. srersue. imam REPR00UOnOdN PASTOR ABA WR1TnU 1PE41118810N OF cusum wthelowsrsrEUa.m.1e THEli M1/ON emu= *trio n4we THE SOier r • 0. r MAX >;L MAXOO (TYPI Owl S' MAX (TrJ • SEE NOTE INSTALLATION ANCHOR (TYP) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHHEA AS RED AT EACH SET OF INSTALLATION ANCHORS RASING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114•. USE SHIMS WHERE SPACE GREATER THAN NIB' IS PRESENT. 3. LOAD BEARING SHIMS SHALL SE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • 4.3118' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MW. EMBEDMENT OF 1 U4` INTO MASONRY THRU FRAME OR THRU 1 BY W000 BUCK INTO MASONRY. AMINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13A8' INTO 2 BY WORD BUCK. B. 88 WOOD SCREW ANCHORS MUST BE OFSUFFICIENr LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. IL ALL INSTALLATION ANCHORS MUST BE ABIDE OF A CORROSION RESISTANT MATERIAL OR COATING. a INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ra y 10. INSTAUATION ANCHOR CAPACRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: t •• �•.,?. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.42 B. CONCRETE'. MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. '. • . �: °° i C. MASONRY - STRENGTH CONFORMANCE E TO ASTM C-03. GRADE N. TYPE 1 (OR GREATER). • r o PROPEWUf119N ccwwOHm L " e I. 1HE1N msma1 ODi1ramo N MDR/rine sine SOtEPROPEfRTC0F o WINDOW P OTC. ANYREPRODUCT NS PAR TOR ASA WHOLE 1BtMTEN OPUWOH WDIOOWSYBTEMS.OE EPIIQIDIN -x f - , �.. ..!!•. Lw�u•�pq' •, ti ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT PVC FD�D LIRE 1E' 7111/2008 8300 CWS -337 2 OF 11 BLUM= MAMIE IT MAX. 0.0. MP) MP) MAK fTYP) 14AX LT MAK O.C. (ITl EYEMOW NOTE: 1. se SHEET 2 FOR [WAILED ANCHOR INSTALLATIoN REQUIREMENTS 2. TURD FRAME OR OUP -12ASONRYANOOD OPENING. 3. MAX OVERALL SME MUM NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF ±37.5 LOCATE ANCHORS 13' MAX. O.C. • •••■ ot, • z.014/Kiii PROPRIONIANDCOMMENTIAL The t00101.519017 00NTANED IN MS DAMNI0:119 nee 601.0 9111.8100 MIER% NG MY REPRO:0071M Di PANT OR Ati A=17/1111M, .41.1M IORTITEN 080.1}30014 OF CLISTONIMANNI system 040. MiOliattED.-- •- . W." *.:e* 0 AZ. -Cir,coaRgEs444TS 474 "(r 1,1_G ANCHOR SCHEDULE - LARGE MISSILE IMPACT "Ta: 7/11 MOS 7:1-me FRIED LffE 77-r.;4320 * ORAWN AAJ SCALE: NTS )EV.LET1 • SWIM 3 OF 11 OWS-337 -14-02.: .7. • • ,. . • • :eve., • ' • • • 1;(. • ", •••"1 F MAIL 0.0 MP) 1116P120.111 ft ME j • . ---1-1X VAX o.o. fra9 —it MAX. =MEE 12GIAMI, Z1 MAX. O.C. MP) ft MAX. CIVP) IT MAIL co. OW) mm. froln TRIANGLE - • ASENISTIST 00/IFIDESEAL THE EIToreamm cows= Ei THIS DEMME 0 THE BOLE EMORY OF ,MA'fM11 WINDOOSIVI1341, [MANY REPROOUGIIMIN PART CR AS A WHOLE V/1114=THE vam-m.1pERtustota cccusitee mow SYSTEM. (1.C. iSPEOHIBITEIL •• • 1E MAK. CEO. CIVP) HIDS60211 NOM 1. SEE SHEET 2 FoR DETAILED ANCHOR INSTALLATION REOUISEMENIS 2. THRU FRAME OR CUP - MASONRYANOOD OPENING. 3. MAX OVERALL SIZE MUST NW EXDEED THE MAX OVERALL SIZE OF RECTANGULAR WINDS oN SHEET 1. 4. FOR tars WITH DESIGN PRESSURE OF +1.67.5 LOCATE ANCHORS TT MAX. 0.0. . • - 900 SW 44TH AVE. •• FLORIDA 34474 OMEW FLO ANCHOR SCHEDULE - LARGE MISSILE7111IMP120AL OWS-337 4 OF 11 BUM= c mAX L.L (TTF) C Num r MAX. 0. DWI (WF) litidESELM MEAN ••■ PROPOISTART ANS CONPIDENTULL TIE NFORIAMIN COM ME S CTRDS OCRMSNO AS RIR S R SOLE M CII.ERWOF "r WDOW SM. ANY fIMIOURCWT OS A wrolEvniagr WRITES PERMISSION OFCUSTOSI WILIXOF SYSTBAS, Da PSOISSINSP. • • NOTE: 1. SEE sHEET 2 FOR DETAILED ANCHOR DEITALLATION REQUIREMENTS 2.114RU NMUNG FW - WOOD OPEN2.31 a. MAX OVERALL SUE MUST NOT MEM THE MAX OVERALL SEE OF RECTANGULAR WINDOWS ON SHEET 1. 07,2,30' e" (e. , (..2.119ers• • ' " • !,. SW (SITH AVE. FLORIDA 34474 'ARCH. FIN ANCHOR SCHEDULE- LARGE MISSILE IMPACT MAX 0.0. C MAX. r MAX 0.C. (TYFI 2. THR/J NALING FIN - WOOD OPENING. 3.1.4Ax OVERALL s rtE MUST NOT EXCEED THE MX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET t. SW 44TH FLORIDA 34474 .ARCH. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT 7111/200/1 0CWer337 OF 11 3/161138LA11-5116-LAJAIWAN-AR-WAN) UNr7H8GHT WEMI(NI GLASS 1V P8 14 A 12 20 28 44 ,48 55 54 76 t87.5 167.5 07.5 07.5 07.5 07.5 07.5 ±87.5 ±67.5 20 A ±673 07.5 07.5 07.5 07.5 07.5 07.5 07.5 07.5 07.5 28 A *67.5 07.5 07.5 07.5 *87.5 00.5 *87,5 07.5 07.5 32 A te7.5 07.5 *67.5 m17.5 ±67.6 07.5 07.5 07.5 07.5 07.5 so A 07.5 07.5 07.5 07.5 07.5 *67.5 *87.5 *67.5 *574 *67.5 44 48 52 A A A WS AOS *67.5 07.5 07.5 ±67.5 Ws WS 167.5 MPS WS ±675 WS ±67.5 WS AVA APS WA AMS WS ±675 OWS' WS *67.5 ±67.5 07.5 84 A 07.5 ±67.5 07.5 *87.6 07.5 ±67.5 ±87.5 05.3 09.2 mas MPS WS 071- 72 A *87.5 ±67.5 ±87.5 *67.5 07.5 07.5 ±67 *59.2_ ±53.2 011 3/18*AN-A64-5/151A6111/8"AN-A14-178"AN) • UMTHM3M04) worm* ouissras 12 20 28 36 44 43 56 Lupj 72 72 78 14 13, 017.5 WA WS ±67.5 th7S Ws ±87.5 AWAI WA ±67.5 20 B APS ±67.5 WS WA ±675 *87.5 OWA 07.5 Ws ±67.5 28 a ±675 mus WS WS *613 NOS MOS ±87.5 WS ±87.5 32 8 ±675 NUS WS APS ems A05 ORS APS AWS ±87.5 38 6 WA AVA WS wS O74 Ws ±675 ±87.5 0674 Arts' 44 8 APS ±67.5 ±67.5 WA S s A AOS APS ums 48 B ±67.5 ±87.5 WS muA ±67.5 mgs mos mos mgs m74 52 5 *67.5 ows WS AWA WS WS WS Ws ±673 MPS 84 8 00.5 ±67.5 AWS legs ogs mo&ggs. Via ±67.5 mos 005 ±83.4 72 El 07.5 07.5 An ±07.5 ±87.6 07.5 07 , *65.8: 09.1 05.8 3116121-AIR-7/181AMI(3/1 HS-AIRG/WF15) 3/161-8-A1R-7/1 6-UW1(31161.8-AII-3,1 nes) MT HEDHT N) GLASS TYPE 12 20 28 08 44 111EN .55 Lupj 72 I In] C,D ±67.5 07.5 -57.5 07.6 07.5 07.5 ±87.5 .5 07 ow CD mus -mas ±67.5 th7S WS *67.5 AVA ±67.5 *wits ±67.5 lets tots cm ±67.5 ±67.5 MPS AUS WS AOs APS APS 32 CD ±67.5 167Z MED MU 07,5 I87.6 36 C,D WE 07.5 N 07.5 E 07.5 07.5 07144 *87.5 07.5 33 ±67.5 C.D ±874 ±87.5 EE WS it3 MPS ±675 48 CS/ 07.5 167.5 07.5 07.5 07.5 *67.5 075 sa ao ±67.5 WA AWS AWA WA mPS mos « WS 1.67.5 MMIMIMAD1101111 CD ±67.5 00Z ogs gms. *67.5 ens mgs --- mos mgs C.D mamma 167.5 *673 MU W-5 Cral Via ±67.5 lir OVERALL Ins' ANNEALED to A1R8PACE or uvol Gums lir ANNEALED SW SENTRYGL)SS PLUS li• ANNEALED r OVERALL yurmaTuttettdm eitrmmw.tm 7/15' mum au= 3nr HEATTNTRENGTH • &Jr SENTRYGIASS FLIA ons• HEAT STRENGTH GLASSTYPEO NOTE: 1. IF a= INTENDED IS NOT SHOWN, USE NEM` LARGER SUE OVERALL GNP IMPEDED UV AIR SPADE WV LANDMASS Ur ANNEALED aer 834TRY SLABSPWS ANNEALED rOVERAU. ME*TBEERED ay AIR mix 7115' IARIGLASS 3115' HEAT STRENGTH war SENTRYGLASS PLUS EJILP HEAT STRENGTH " & GLAZING DETAIL - LARGE MISSILE IMPACT aittlYBY: r 11144512VC- -R), LITE Am 711112008 WS% W MW COMMOMM SCALE jas Neemu escrumnem OONTARED THIS trftwne4151112SOLE PROPERTY OF •••3 • t 1308 wawa SYSTE14.04C. ANY R6PRODUMON IMPART OR AS A WHOLE LIER LEITER • SNLEET• CWS.337 INAPTIN PEALARRNITTNOLGTONLvanoomparGes, Ns. pAcHNIGLL .1^ . 0.LCL•• 7 OF 11 s• TYPICA VEa11CAL SECTION ALTS TE FIN FRAME • TYPICAL HORIZONTALSECTION NOTE. n- S 9,11 -14 ARE USED. BUT NOT SHOWN FOR CLARITY Rem# Part# Description 1 H -6006B Fr., PAW, Main, Head 2 Fr., PW, Main, Sll 3 H -6006B Fr., PW, Main, L Jb.. 4 11- 600613 5 S-6015 Fr., PW, Main, R Jb. ck Bd., Fxd. (3/4" OA. LG.) 5.6016 O z. Bd., Fxd.. (7/8" O.A. I.G.) 8 P 3752 Cap Plug,1/2" Hole 9 P -3438 Hot Melt, TruSeal, "H" 10 P-3352 Set. Bik., 85 Dar., 1/8» x5/8" x2" l$. 11 P -3684 PW-8300-Gold Cert. Label, NFRCTab 13 P-3881 Terq ora y IbL (NFRC/I P) 14 P-3613 CWSLbL (logo) 15 Gass, Ford 17 P-3113 Screw Support for PVC 18 ( z. Bd., Fad. (1" OA. La) PVC FRAME FLANGE - H 60068 PVC GLAZING BEAD - S-6009 PVC FRAME FIN - H 6006A PVC GLAZING BEAD - S 6015 y�. L PROPRIETARY ARDCCIN IE TOM TElff RIONCQVIAINEDRI THIS DRAWING ISTHE SOLEr WINDOW VISTEMS, DID.ANY nevaoausmom UI !EI M _ P P WREN PERISSMONOFQMIDi1 WINDOW SYSIEUSAMIS r PVC GLAZING BEAD - 3 8016 Nows.. 0 SCREW SUPPORT -P3113 aOtt • 1930 SW 44TH AVE. I JLOR1DA 34474 .:I -.-. US1ONS &13.0.10. -LARGE MISSILE AMP CT -PVC xnWN ay. FACED LITE L1tE ' NW 7/11/2008 NTS GWS 397 9 OF 11 BY OTHH� EXTERIOR FINISH Vol—HERS BY INSTALLER CAULK BETWEEN BUCK AND OPENING OTHERS MN. AMC DISTI • a. • w,• i.b �►• • a• • . • ►• . ►• •• a. WNW MI 1 ,+. • 1 • ORYWALLBY OTHERS DRYWALL BY OTHERS BY CAULK BETWEEN BUCK AND DPENIN© BY OTHERS INSTALLATION ANCHOR, P�WI NEDPA9�WASHER THRUBOREW SUPPORT (MN EMSEDMEr1T) w• wINDOw FRAME IUD WINDOW FRAME BILL l� !!!! LK Alta- �LL�� ih SISM z & 3 sir 2j • a. •3 .•. • • • a. .a.• •a •• .••a P• JP..., •'• +. a •14 •,.. b. 0 +a•� •• • i CONCRETE/MASONRY-1 Ss/ OTHERE 1 BY WOOD BUCK By OTHERS " V4• MAX NM (SEE more 283 SHEET 2) SCREW HEAD INSTALLATION ANCHOR. 211r DIR , MASONRY SCREW T 6 WA3416R CAULK UNDER SCREW HEAD BY DNSVAU.ER HIGH STRENGTH STRUCTURAL 6ROUT FP/ OTHERS �THER FINISH •a. •Pi •a SILL STCOL OTHERS %Vrr "1r (MN EDGE DIST (MW EM>£EOMENT} NNE soLID WOOD wooly To MAKE IRK • EMBEDM@17} JI 1 LEVEL BY OTHERS i%VERTIGAL ' Y+ LO:, • 1 .4.; By woLID 6Y OTHERS (SEW 114 MAX 8HOM (SEE NOTE 2 A 3 SHEET 2) V4 MAXSF11M time NOTE 2 33SHEET 2} OAULX UNDER SCREW HEAD BY DLSTALLER WINDOW ALS Lk a •0;11- . 1 PERIMETEROAULK BY INSTALLER EXTERIOR FINISH SMOTHERS (MIN. EMBEDMENT) .71411111 jik { • . DRYWAILBY OTHERS 2 BYO BY WOOD BUCK • : T1' INSTALLATION EWR, WO� SOREW ThRU 164 SCREWS RT as•• CAULK BETWEEN BUCK AND OPEADNG BY OTHERS ` EXTERIOR FINISH PERIMETER OA= BY OTHERS BY DOTALIAT(ON ANd10R, 3it8.DIA. MASONRY SCREW a/NEOPRENE BACKED WASHER THRU SCREW SUPPORT WINDOW 1)W.E RILL PERIMETER CAULK BY INETALLEFI EXTERIOR FDNI H BY OTHERS 111712 • . •ill L! CAULK UNDER SCREW HEAD BY WITALLER WV MAX SHIM 1 PEE NOTE2 S 3 SHEET 2) CONCRETE/MASONRY BY OTHMS 0 � DIST) ALT. F'�ST AIL •••"- • Lite (MN. EMBEDMENT) NT) •' y ••• .F ,dd' • • M1 weATIMCON NIVED � THE s Wititi laTile SOW �j' LYiOBER�OiOiu J WINDOW 8Y81Et3, RC. ANYf ICRON PARTOR ASA c FL P.E N4V,r:.EF514 • WARSENP tOFCUUTONW9COW 8Y6fEMANCI.6P I 900 SW TH AVE * ��: kL 1RNC1A 34474 i!t4F TIQN THR FRAM :1300 ILE IMPAC 711 limes GINS -337 10 OF 11 e • • �irr... r� Y +fit. • t.. �y(it € Q FMI 61.10001 • 1KM SW 44111 AVE �iALA.FLORIDA 34474 ALLATON FIN DEI' ai 1?J K ( l - LARGE MISS! E WIPACT N-av: AAJ '(ts 7/1112008 -I.r. 1 4_' CW$ -337 11 OF 11 • rids Building Code Online http : / /www.floridabuildingorg/Pr /pr app dfl.aspx?paraln= NGEVX... BCIS Home I Lag In User Registration ( Hot Topks 1 Submit Surcharge ; Stets & Facts ` Publication FEC Stag KCs Site Map 1 Lipka Search If2 Product Approval USER: Pubic User Product keg al_Menu > product or Aeoktatbn Search > Aaolkadon Lilt > AppUcation Detail FL # Application Type Code Version Application Status Comments Archived 'Product Manufacturer Address/Phone /Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 •mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre9cws.cc Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Eva uation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urlch, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL13010 RO COI Eval Rea (PW -8300 Impact 120x48 CWS- 373).odf ,.Referenced Standard and Year (of Standard)) $tqndard • . - v " • ,z,' AAMA/WDMA/101/I.S.2 ,444005 2005 ASTM E1886 -05 2005 ASTM E1996 -05 2005 PA TAS 201/202/203 1994 12/13/2010 4:05 PM rida Building Code Online http: / /www.floridabuilding.org/pr /pr app dtl.aspx?parOm WGEVX... • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/08/2009 09/09/2009 09/13/2009 10/13/2009 FL # Model, Number or Name Description 13010.1 PW -8150 PVC Fixed Window PW -8150 PVC Fixed. Window, 36" x 72 ". Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +75/ Other: PW -8150, 36" x Impact. Installation Instructions HVHZ: Yes FL13010 RO II CWS -433 (PW -8100 Impact 36x72).pdf ' HVHZ: Yes FL13010 RO II DuPont PVB NOA 05 -1208 02.odf FL13010 RO II Mlkron NOA 06 -1220 1.pdf -75 Verified By: Lucas A. Turner 58201 72 ", +/- 75 psf. Large Missile Created by Independent Third Party: Yes Evaluation Reports FL13010 RO AE Eval Rep (PW -8100 Im:sact 36x72).pdf Created by Independent Third Party: Yes 13010.2. PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48 ". se Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +70/-70 Other: PW -8300, 120" Impact. Installation Instructions HVHZ: Yes FL13010 'RO II CWS -373 (PW -8300 Impact 120x48).pdf HVHZ: Yes FL13010 RO II DuPont SGP NOA 07- 1116- 04.pdf FL13010 RO II Mlkron NOA 06 -1220 O1.odf Verified By: Lucas A. Turner 58201 x 48 ", +1- 70 psf. Large Missile Created by Independent Third Party: Yes Evaluation Reports FL13010 RO AE Eval Rep (PW -8300 Impact 120x48 CWS- 73).pdf Created by Independent.Third Party: Yes INftel Department of COermaMry AffDas Florida suddlny Coda Onare Codes and Standards 2555 Shuman! Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. pNvasv Statement 1 mill- aht Statement 1 Accessibility Statement I plus -In Softwarr+ 1 CS m r Sarvka Su rvav 1 Callta Us Product Approval monism 1.1'2 12/13/2010 4:05 PM Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 - 315 -0049 Evaluation Report August 24, 2009 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 120" unit size 49 1/4" x 121 1/4" flange size, 1/4 Temp. — air — 7/16 Lami HS (3/16- .090SGP -3/16) glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44s` Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4.). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -373, signed and sealed by Lucas A. Turner, P.E. on 8/24/09. 2) Test Reports NCTL- 210 - 3591 -1, and -1A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. on 5/11/09 a. Testing Performed: AAMA/WDMA/CSA 101 ?ICTURE WINDOW EL A11ON__S (LARGE MISSILE IMPACT) SHOWN It. FFEREN�rOPTiONS 121114 OVERALL HANGS WIDTH 12O max uNrr WITTH 111 W MASS OW T F GE NEOTES & ELEVATIONS.,_..1 ANCHOR SCHMIULE & NOTES ..2 WINOOW S 1APE S ._ SECTION VIEWS .S ExTRUSIONS &BIM. INSTALLATION DETAIL �7 r PVC IMPACT RECUSFENIMIT1 1. THE PRODUCT SHOWN HEREIN I8 DESIGNED AND MANUFACTURED 10 COMPLY %TTH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. OLAZINM1 " OVERALL INSULATED MASS UNIT CON TIJGOF114•TEMPEREDOUTBOARD +GAP +7118' LAMU AiEDLITE; MIS*HEATSTRENGTHS) +.884SENTRYGL SPLUS +WIG"HE'ATSTRENG'THEDE. 3. CONFIGURATION: FIXED UTE •C r. 4 OESGNPRESSURE& - NEGATIVE DESIGN LOADS BASED ON'TESTED PRESSURE AND GLASS TABLES ASTM ET 300. - POSITNE DESIGN LOADS BASED ON TESTED PRESSURE. WATER DWILIRATiON TEST PRESSURE AND GLASS TAMES MTh E MO& EL.ANCHORASE: THE 33 1! % STRESS INCREASE HAS NOT 83$N USED IN TI-E mom OFTHIS PRODUCT: SEE SHEETS 2T ROUGH 4 FOR ANCHOR SPACING AND NOTES. AND SHEET 7 FOR INSTALLATION DETAILS. 9. SHUTTERS ARE NOT REWIRED. 7. ALL FRAMES FULLY WELDED. B. REFERENCE TEST REPORTS: NCTL- 21 0 6 3 501 -1 9. SERIES/ MODEL DESIGNATION PW -8300. 11 'WAND 2x WOOD BUCK ORSTUD FRAMING TOPE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TosinuctuRE. BUCKAND FRAMING IS RESPONSIBILITY OFA GNWECT OR ENGINEER OF RECORD_ AEazXilmAT MOMgRBtNTHMONAWS40 ISI ESOIFPR:FERY . AY&TH 1CaC9Y NP7MfTC : WINDOW SYSTEMS 44TH AVE. FLORI 34474 SIEMER& NOTES& ELEVATIONS rSVG FIXED EJrE SY: NT8 812'7/2009 'GWS -V3 - LETT2fk — 1OF7. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM ASAEL7DAT INSTALLATION ANCHOR USTG1 LOAD SEARING Min. MAX. ALLOWABLE WEN STACK TO BE IM. USE swats WHINE SPACE GAMIER THAN SW IS PRESENT. • S. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF Hem OT31SI1Y PLASTIC 0R BETTER. WOOD SHIMS ARE Nor ALLOWED. Q.�I18_' DNA. EL0OL�TR/� RV RV ANCHORS MUST BE OF SUFFIO81IT LENGTH To ACHIEVE A MIN. E ADNF OPT 114' INTO NRYThRU FRAME OR 7RROTSI�MI�ERS MASONRY. A MINIMUM EDGE INSTANCE OF 1` MALL BE ACHIEVED. 5. 912 =OD SOREN ANCHORS A WSfBEOF SUFFICIENT LENGTH 7OACHIEVE AUK EA EDMENTOF135'13502BYWOODBLOCM 8. SEAL CORNERS WITH STAALLJOINT SEAM SEALANT 7. ALL LNSTALLAIE2N ANCHORS MUST SEWAGE OF A CORROSION RES1STANTMATEIMAL OR COATING. DSIAI.AR MATERIALS MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANClfOR3 SHALL BE IN ACCORDANCE NOT MUSED RN SUBSTRATES wail STRENGTHS LIDS 2. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0A2 B. CONCRETE- MINIMUM C0MPRESSlVE STRENGTH C. MASONRY- STRENGTHNNNDETO ASTM WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCRONS, AND ANCHORS SHALL THAN THE M8N01UJM STRENGTH SPECIFIED BE.OW. sF , �.° IA"yyt' •;: , at HEREIN ARE BASED ON SUBSTRATE MATERIAL W NTH THE FOLLOWING PROPERTESS: , OF 2.710 PSI. C-80, GR/WE N. TYPE 1 (OR GREATER). WATER RESISTANCE OF INSTALLATION SHALL SE OMNEBYOTITERS- 10. SEALING AND MASHING STRATEGIES FOR OVERALL car • We'd r . i...cam 'r �/2-4/a ,9 ;; II TIE tirtIFIMMN PSOPREIIIRT NO ° . 4.40 07"515Taa. INZ ReratIPACIMMOMIROMTOR MINI IOLE . •, %MEPPT OMCFCU5TO.TWWlOM SVSBIB,INC. 6 PmenT1u. v - - ° t1 1 SW 44TH AVE OCALA. FLORIDA 34474 DI ANCHOR SCHEDULE & NOTES xrnwNeY: ADE rME 8/271280.9 LOW PVC FS(O LTTE NT3. f' CWS373 1GL LETTETL - • t NOTE: ITEMS 9, 11-14 ARE USED. BUT NOT SOWN FOR CLARITY W PICA! tONTAL z ,- OV®iA11 ,u 1 PERED 8116' MfiSFACE 7/W LAAA GLASS 3118' MEAT STRENGTH . d98 SE[PpYGLASPLUS 3176' Har ENREmsni NOTWELT, TRUSEAL,7P 112' GLASS e re .sue ,. YIY i f'Cc M 6 T He�opwtrsicm +rneor'r�aawrstalicslxe +�° p11CFXEDIITE worm Nmimmommeuswinakocra IMDO SYSTEMS SW 44THAVE. FLORIDA 34474 %ECT. VIEWS 8G A29ati DETAIL PROiB{I®. L 7C �°l 9OF7 ` Item 0 Part 1 H -00068 2 H 3 H -6006B 4 H -6006B 6 S-6064 8 P-3752 9 ' P3438 10 P -3352 11 P-3684 13 P -3881 14 P-3613 15 17 P -3113 Description Fr-, PW, Main, Head Fr., PW, Main, Sill Fr.. PW„ , MGM L..�b. Fr., PW, Main, R. Jb. Gr. Bd., Fxd. (P OA. LG.) Cap Plug, 1/2" Hole Rot Melt,TmSeal, "H° Set. Blk, 85 Dar., i/8" x S/8" x 2" L. PW -8300 Gold Cert. Label, NPitC Tab Temporary itbL (NFRC/DP) CWS LbL (lop) Gass', Feed (See GazIn8 Detail Sheet 5) Screw Support for PVC PVC FRAME FLANGE 4-16006 B GLAZING BEAD - 6064 SCREW SUPPORT -P-3113 PAIDOPENING BY OTHERS MEN. EDGE DIED INTERIOR FINMel HYO11EIIS BY OTHERS CAR&K E ETWBEN BUCK AND CPERWI R BY OTHERS Wrist=PlNABH BYOTHERS 1 BYwows= 114 MAX 2* i —+ BY OTHERS (sE ENOTE2a3SHE£T2) Net EMBEDMENT) 1(4 MAXSHIN (SEE NOTE.2 a 3 SHEETS) CAULK UNDER SCREW HEAD BY INSTALLER MASONRY SY OTHERS • • °• • `• • • •°' °w°• • ° • DUN EMBEDMENT) INSTALRATIEN ANEMOR, 3NB b1& 860 ULMIN3ON NEOPRENE WPP BY OTHERS OMB '4'• MEN EIXEOIST.)•e • s •k•4 • • 2 BY WOOD 'BUCK BYOTHERS AISTALLATTON ANCHOR. SCREW 7HRU SUPPCRT 1 BY WOOD BUCK BYOTI RS CAULK BETWEEN BUCK AND °PENN& BYOTIERffi PERIMETER CAULK BY INSTALLER CAULK BRAND FLANGE BYNBTALLER - WINDOW FRAME HEAD IN' MAX SHIM (SEE MITER i3stow EXTERIOR FlHISH BYOT11PA8 CAULKS:HIM BY2STALLSI PERIMETER CAULK WW2 TALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BYOTHERS OAULKUNEE3R WNW/ PP.AD BY 34WALLER INSTALLIT ONANRAMOR, 3!16'I LELCOULTRAOMN • id NEOPRENE BACKED WASHER THRIJSCRMN81&1PO11T INWAL1ATION ANCHOR, 3118' DIA EL O ULTRA DON vd NEOPRENE BACKED WASHER. THRU SCREW suA'PORT cAuutuNoss SCREW Ill`E__j HEADBYtRSTAIiEi ��' ,14 MIIX SAM I (SEE NOTE 2 & 3SHEET E) —,.ter' - - - -- La,. •I. *Jr WINDOW FRAME CAIRK HIDER SCREW HEAD BY INSTALLER CAULK BEHIND RANGE BY INSTALLER PERIMETER CAULK BY NSTAUE R KIR RICER BYOCTEROIHERS .Ii . M//X. sites \ in (see NOTE283SNr2) • -el. tief2rAngi 0 • 0.0 11111-1111 ` • • • •°•. ° � MAKE ° 21221. ) SRL LEVEL BYT M •• ..• ►y i•• • •• • KIM STRENGTH STRUCTURAL GROUT WOMEN& BY071123IS BYO MIN. E> DISH) USYSOLUDWOOD 0 7 o ALT. PRECAST SILL DETAIL- . ROME tkU6SCUrti LU1CAStM.TRiR1 ;ap O1 L' • (MAN. EDGE DIST.) SECTION megammeausioniammensisoReatiositesctE c n&& r '' 06, ]) PC 011 01=1lR warn]) WI >PISfB�,IN.E1 y • 7OF'7 rida Building Code Online http : / /wwwtoridabuilding.org/pr/pr_app_dtlasPx7paranr--wGEVX... aCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge ! Stets & Facts j Pubkcations 1 FSC Staff 1 pus site Map 1 units 1 Search If3 Product Approval USER: Public User Product Approval Menu > araduet art > Aoplkatan List > Application Detail FL* Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone- ddress /Phone /Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @CWS.cc Quality Assurance Representative Ralph Emmtnger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc Category Subcategory Compliance Method Evaiu. on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE-6251.4 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE x Validation Checklist - Hardcopy Received Certiflcate of Independence FL5823 R4 COI 510484A (Eva! Reg SH -8100 Imoact).odf aeferenced •Standardand Year(of Standard) Standard' =� AAMA /101/I.5.2 -97 1997 AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 10/25/2010 8:32 AM rida Building Code Online :fR Equivalence of Product Standards Certified By Sections from the Code http:// www .fioridabuilding.org/pr /pr_app dtl.aspx ?param= WGEVX... PA/TAS 201/202/203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FI3C Approval Date Approved Summary of Products 12/19/2008 01/05/2009 01/09/2009 02/03/2009 FL R Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +751-75 Other: Large Missile, 36x62 • Yes HVHZ: Yes DP= +1- 75 psf. Installation Instructions FL5823 R4 II CWS-155A (51-1-8100 Impacthodf FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf FL5823 R4 II Mlkron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rea SH -8100 Imoact).odf Created by Independent Third Party: Yes 5823.2 SH-8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits of U Approve r use In for use outside Xmpact Resistant: Yes Design Pressure: +67.5/ Other: Large Missile, 53x76, HVHZ: Yes HVHZ: Yes -67.5 DP +1- 67.5 psf. Installation Instructions FL5823 R4 II CWS-155A (SH -8100 Imoact).odf R4 II DuPont PVB NOA 05 -1208 02.odf .FL5823 F15823 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 511 -8100 Impact),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 Approved for use outside Impact Resistant: Yes Design Pressure: +100/ Other: Large Missile, 52" HVHZ: Yes HVHZ: Yes -100 x 72 ", +1- 100 psf. Installation Instructions FL5823 R4 II CWS -369 (SH-8100 Impact 52x72100 DP odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.Ddf FL5823 R4 1I Mlkron 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).pdf Created by Independent Third Party: Yes 5823.4 • SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +673/-67.5 •�- . -r,.:.. °.. •, . , Other: Large Missile, 52" x 96° wf 5 H1 sash, +/- 67.5 psi. installation Instructions FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).odf FL5823 R4 II D PVB NOA 05 -1208 Q2.odf _uPont FL5823 R4 II DuPont SGP NOA 07- 1116- 04.Ddf FL5823 R4 n Mlkron - NOA-.06 -1220 01.odf u Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eva! Rep 51-1-8100 Impact 52x96).odf Created by Independent Third Party: Yes 10/25/2010 8:32 AM Tida Building Code Online �f3 http://www.floridabuilding.org/g/pr_app_dtl.aspx?paranGEVX... I &adI Next Department of Commusily Albin; Florida llullsllog Code OaBae Codes sad Standards 2555 Shuman; Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487-1824, Fax (850) 414 -8436 OD 2000.20 JO The State of Florida. AR rights reserved. privacy Statwnta,4 Cllaytight2=Pa 1 ACCaSSMIX.Statilllaer 1 plug -hr Snftwara 1 Pico-tow Sarvir9 Sitrvay Contact Us Product Approval Accepts: 10/25/2010 8.32 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510484A 336 -94$ -9695 Manufacturer: Custom Window Systems 1900 S.W. 44a` Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant Comp /lance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered corner construction. Lion. Supporting Technical Documentation: 1. Approval document drawing number CV -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Teat 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, ±75.0psf design pressure, 10.13 psf water lnflltratlon TAS 203-94 • Cyclic Pressure Loading *75.0psf design pressure b) Report No.: NCTL 210 - 3168 -2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, *75.0 psf design pressure • c) Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL. 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, *67.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading 167.5 psf design pressure d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin installation ANSIIAAMA/NWNDA 101I1.S.2 -97 Design pressure: *67.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, *67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. 1 oft 1 `\C"‘1Ufl!!!i /111l �' er' w• � > °�'�:•sP.�' 4• ter.'*''+ �/�.f h.•K� •••"'� •°i "4�+lfi. ...fir 'ti'` -, ♦ *r �- 1 Luis R. Lomas, A.E. FL No.: 62514 07/16/2008 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 21012 336- 945.9695 Limitations and Conditions of use: Engineering Evaluation Report Report No.: 510484A Unit size Max.D.L.O. Design Pressure Ratin mpact Rating Up to 37" x 63" 31 9/16" x 27" t 75.0 psf Large and Small Missile Impact Up to 53118" x 76" 4711t16" x 3311/16" t 67.5 psf Large and Small Missile Impact , • Units must be glazed with" IGU consisting of: outboard lite 1/8" Ann — Air 6" laminated inboard lite consisting of 1f8" Ann — .090" Dupont Butaclte PVB interlayer -1/8" Ann per AS • Dupont Butaccdte PVB intedayer per N.O.A. 05- 1208.02 • This product is rated to be used in the HViiZ • This product is impact resistant and does not require impact protection In wind borne debris regions. • Frame material to be white rigid PVC perN.O.A. 08- 1220.01. Installation•. • Units must be installed in accordance with approval document, CWS -1155 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 thts 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(e), Luis R. Lomas. P.E. FL No.: 62514 07/18/2008 SINGLE HUNG ELEVATION {IMPACT) (SHOWNW! °EFFERENT OPTIONS) 63 118' MAX. OVERALL FLANGE WIDTH 718° MAX. UNIT WIDTH ' 47 11148' GLASS DLO GLASS 3311116' GLASS DLO ea 818° MAX. OVERALL FLANGE HEIGHT 62 3I6 IVIAX UNIT HEIGHT 6r 24 MAX. SASH HEIGHT .$1112` ):LASS DLO A 1/48' GLASS DLO 60/40 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....t ANCHOR SCHEDULE & NOTES,._.....2 DP CHARTS a GLAZINGySDETAIL_..._3 EXTRUSIONS &BO - ...._.__.._5 OJSTALLATlON OETAII i . 68 65 82' MAX, OVERALL FLANGE HESMIT 88114' MAX UNIT HEIGHT 301)2' MAX. SA:H WEIGHT 83116' MAX OVERALL FLANGE. WIDTH 517!8' MAX UNIT WIDTH 471816' GLASS OLO 3215C GLASS DLO 27 3118" GLASS E.0 53 flrar MAX OYEitA L FLANGE HEIGHT 62 818' LEST MIGHT 24 5118' MAIL SASH !R GLASS DLO 5 HI SASH ORIEL 53118' MAx OVERALL FLANGE WIDTH 51 TAT' MAX UNIT WIDTH 471816' GLASS DLO GLASS OLO GI-A135 DLO 45 1118' GLASS DLO 4 HI SASH ORIEL pVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OIX". 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) •NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ABTM E 1300.. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 6. ANCHORAGE: THE 331A51 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-8 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL- 21Q- 3168.2 , NCTL -21C- 3158.2A, NCTL 2103188.3 , NCTL-210-3188 -38 9. SERIES J MODEL DESIGNATION 5168100. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWDM X . OPERABLE SASH. 0 ° FIXED SASH 12 SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A BEMAR LOCATION. ar 41Ax OVERALL FLANGE WIDTH 35 314' MAX LOST WIDTH 31 Sir MASS DLO 63' MAX OVERALL FLANGE HEIGHT 51314' MAX UNIT HEIGHT 30' MAX H HEIGHT 2Z GLASS DLO 273/16' GLASS GL MANE GLASS 01.001.0 EQUAL SPLIT • • PROPRIETARY ASS COAINOSMAL cr� "";b fir.. o' -' �t� "' a• TNEi IPFORMVIONCOWANED nv TH4DRAWINO IS THEBaiE .' 'L• Mite Watowsv3To13.3M.AtN REPRODUCTION IN PART OR ASA 71 ''4, FLP A6 ri6RfIEN FEMINIS0NOFCUSTOM WINCOWSYSTEM3. Mt IS :.5} -. A .. ANCHOR& WHAM 1&PECFIC FOR MP.) ANCHOR • - THRUNAWHS MOO ) ISPECIF C FOR 760x.) INSTALLATION ANCHORS TYR NOM 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS RECTO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHINS WHERE SPACE GREATER THAN 1/16a IS PRESENT. 3. LOAD BEARING SHINS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.5xW Dy4 ELCO TAPCOAASONRY ANCHQRS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1A4' INTO MASONRY LiiGiYilYl�ppliY Y WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 213 SHALL BE ACHIEVED. S. #10 WOOD SCREWANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1313 INT02 BY WOOD BUCK. B. 48 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 11r INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 6. ALL NSTAUATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B. NSTM IATON ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL L11 r'. NOT BE USED IN SUBSTRATES WAIT STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. tom r,! A 1 UPDATED PER NEW FBC REQUIREMENTS 10T/07NS 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIi14' A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 .'- • B. CONCRETE - MNIAarM COMPRESSIVE STRENGTH OF 3,200 PSL o • - C MASONRY -STRE C-90. .. �' STREWTH CONFORMANCE TO ASTM GRADE N. TYPE 1 (OR GREATER). PROPpETARaANOWSWEETHpl w _ • °�' L. RQpE�R1�040AAAS cw+ } TN66JFORINAi10N CCNTAMIEOSV CRAVING is T71ESOLEPFfOPERTL' - w WIN)OWSYESFEMS.INC. AN TQRdpUCTIOMRIPARTCR ASAWHOLEWt#'F�IKT FL. NO.84914 WIHTTENPEAWSSION OP CUSTOM WINDOW SYSTEMS. INCAS PROM a _.-.. ••• • • SW 44TH AVE. CALA, FLORIDA 34474 MODULARS1ZES 111127 - stmoowr5IZ - 165117 (IN 131a6a TYNE 27112 25112 31112 35 112 36114 41 112 43112 47111 51112 53112 55112 59112 83112 - 75 112 871/2 71 112 74314 23111 A.B +781;76 +751 -75 +761 -75 +751 -75 +781-75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -76 +751 -75 +151-75 +87.5/ -87.5 +675/ -57.5 +675/-57.6 +87.51 -875 +67,51 -57.6 27112 A. B +751.75 + 75/ -75 +75 / -76 •751 -75 +751 -75 +75/ -75 +751-75 +751 -75 +181 -76 +751 -75 •751 -75 +751 -75 +57.5/-67$ +6751 -87.5 +5751 - 575 +57.51 -878 +67.81 -57.5 23112 AB +751 -75 +751 -75 +751 -75 +751-75 +75/.75 +761 -75 +751-75 +75/ -75 +75/ -75 +761 -75 • 751 -75 +751 -75 +675 / -875 +87.61 -87.5 +575/ -675 +6751 -87.5 +57.6/-57.6 31 112 A,B +751 -75 •751 -75 +751 -75 +751 -75 +75/ -75 +761 -75 +751-75 +761 -75 +75/ -75 +75 /• 75 +75/ -75 +751 -75 +67.51 -675 +57.51 -67.5 67.51.67.5 +81.5/ -87.5 +6751 -875 08112 A. +75/.75 ..75/ -75 +751 -75 +751-16 +751 -75 +75/ -75 +751-75 +751 -75 +751 -75 •75/ -75 +751-75 +75/ -75 +6751 -57.5 +5751 -87,5 .575! -67,5 +67.6 / -675 +6751 - 375 39112 41112 A. B A. B +87.51 -875 +87.51.875 +57.51 -575 +57.5/ -57.5 +67.5/ -875 +6751 -875 +8751 -875 +57.51 -575 +87.6 / -878 +67.51 -875 +87.61 -67.5 +87.51.675 +8751.515 +5751.67.5 +8751 -87.5 +87.51 -67,6 +8751 -57.5 +87,51.575 +6751 -575 +6781.675 • 67,51 -675 +87.51 -67.5 +87.51-67.5 +57.51 -87.5 +67.51 -875 +8751 -878 +67.5/ -57.5 +6781 - 67.5 +5751 - 57.5 +67.51.67.5 +575f -875 +67.6 /- 875 +8751 -57,5 +8781 -575 42112 A,13 +8791 -87.8 +67.81 - 675 +6757 -67.5 +67.5/ -576 +57.51 -875 +87.51 -675 +87.51- 67 +67.51 -57,5 +5751 -87.5 57.5 1-10,8 = +67.51 -87.5 4712 A, 8 +57.6/ -57.5 +8781 - 87.5 +878/- 875 +5761 -87.5 +67311 -575 +e79 /- 875 +87.51.675 +87.51.87.5 +57.51 -67.8 +6791 -67.5 *67.51 -67.5 +67.51 -67.5 +67.5/ -875 +67.51 -67.5 +87,51 -57.5 +57,81 - 578 +57.51- 67.5 +57.81 -575 +67.5/ -57.5 +67.51.87.6 +5751 -578 +67.51 - 575 +875/ -57.5 6111E A, 9 +87.51 -87.5 +57.51- 87,5 +67.61 -57.5 +67.51.87.5 +8751 -67.5 +67.51 - 67.5 + 87.81.67.5 +87,51 -57,5 +87.51 -67.5 • 6781 -67.5 +67.51 - 87.5 +97.51 -87.5 +8781.675 +87.6/ -675 +875 1 - 575 +67.51 - 87.6 +87.81 - 875 R 611401NY IWtoUP) 1E15117I115 WWII 184 MAO TYPE 20 : 35913 8588 58 O 72 78 1612 AB +76676 +751.75 +751 -75 +751 -75 +751 -75 +67.5/ -575 +87.51 -675 2812 AB +751' +76 +761 -75 +751 -78 +751 -76 +75/ -75 +87.5/ -575 +87.51 -878 A. B •751 -75 +751 -75 •751 -75 47614587.51 -875 +87.51 -87.5 53115 A,5 +87.54%-875 +87.51 -67.6 +87.51 -57.5 +57.51 -57 +87.51 -87.5 6751 -675 +67.51 -87.5 314. OVERALL /u/NEALEJI GLAA981 5115' A548PAGE 6116° fAMINATED 118` AMMEAL5o GLA88 3132. OVPON7 PVB 61TERLAYER 118• ANNEALED GLASS 314° OVERALL 119° TEIAPEREDtams 6116' A8l BPACE 5118° LMIINKIED 118° ANNEALED GLABB 9132• DL/PONI'PVB 157E/BAYER 1t0" ANNEAL7GLASS NOTE: 1.F SEE INTENDED 15 NOT SHOWN,LISE NEXT LARGER /3 CtII$8 7YPE 1 FM:PPoSIDAY NV CARFInErEN. TIE N712l E1toNcotr 4mP51Th9 u4@U8IS THE arnEPRo WINDOWSYBT919. 611:. ANY REPEODUCTIOBEN DARTTIR AaA NRITT8 PERl&881QNOP CUSTOM VREIQWBY8T15:14.1NC.15 W. g141;171.[+' ADE is 1YP1CAt_VERTIDAI S8CTlON 1iRICAL HORIZONTAL SECTION 8 G BIDE SHOWS sHGw ow MEW BDE &10KfB BAOt/QU7 AWAY IMPACT HOOKS APPLIES WHEN UNIT WINDOW SIZE EXCEEDS 37' W188 ANDAOt 63" KOK ALTERNATE FIN I=RAN IMPACT HOOK SPACING: 1) SILL HOOKS: 6' FROM UNIT EDGE TO EDGE OF HOCK. A THIRD IIOK18 CENTERED IF UNIT WIDTH 18 GREATER THAN 3T. 2) SASH CATCH: A] 2-UT FROM SASH CORNER TO EDGE OF CATCH. 8I ATFC RD CATCH 18 CENTERED IN SAKI IFUKT WIDTH 18 GRE TER THAN 3r. SASH AND FRAMS HOOKS ARE TO. ALGNWITHIN 1/4'. riFt O ITEMS USED BUT NOT SHOWN FOR CZAR E- , 23. 25, 26. 31 ,37.44,48.47.49-52.56.8384.87,8D .•.. ` : : . c ., i t • I _ 'G PROPRETARYIND COIIROODS51 1HE OSORMAvGY coNTIENEDIN THBDRAWIIG IS ME SOLE .1_RO 4 vN1 QAI8Y81SMMS.Oac."Dv R YWOARrOR AS AF H - ' FL P IV. 62514. t61n T7ENPER $IONOFW TDN MOM SYSTEMS, INC. qPR : 0 DETAIL A A ( UPDATED PER NEW FBC REQUIREMENTS I 07/07/08 000 SW 44TH AVE. ./ALA, FLORIDA 34474 SECTION VIEWS & ALT. FRAME - IMPACT 7/7%2008 NO.0 155 4OFB Gam 9 5 f 5 5 10 11 12 13 14 15 14 17 t8 19 20 21 22 13 24 22 Part 145521 1180,11 Hitt 128031 198001 5.1490 1-1.8027 141497 61452 148001 &1490 8.9010 54010 4801E S80R I 88013 58014 naeeriptiom Main R., 8Hw1Fitt.. PvC Wad G1rmFt, 201.w899.. We E3 SrImR.,SHw#4., WC, L.6. Mak1-1.SHw1FI0.. WC. R.b, Rea Rat fxd. ROYH. PAS M8. ash Meet Rd. WC Read. eaui Maas. Rel Sash NoGOm Wt (VC nod. &taxman '‘Zath s;atirsettat Ras Ret _BE.RfS.ILR Gk. Nd., 3t4.Fxd., Ebta. Gk. 8d.. 314Fxd., Vest. tilt tid.. 314,8884 Nark. Cult 64., 3141.69*h. VIM Sent A1tapLw111LINC.Horie. Gem. A8008. WC. Vad. 8.1576 &1611 8 -15004 MOW P5048 27 za 39 31 32 37 33 39 40 42 43 44 40 14 47 48 49 51 62 S3 64 P5753 P376i •7215 •3043 •342a P2208 P3705 W051W 1+3748W P3560 P3620 P3342 P3752 P.2430 P3434 83782 P3713 P2151 P3613 Sash Rap 0 Fat, PVC. Vint. Pr. C+0:81. PVC. mP.E110111, HEWS lath COG. WC. 01110111 Sash CerA WC Take Out Gip Lea, 8415 •5VC 048589, Is008. WC Weep Cana ft/ Rep 50006 gate 1-441& Watp.,11270x .167 each F215645 Say x 2900 P6 t44t0As f8 :DORM PHARE flax 1250Fh RiMM.Yaa. St c0.626ouad FMK vdle. 58 x 3(8"1-0 PH113(2 0s RCM R111a(2 Sem Seals. 814.6504 Cap 415. 512 Hab HAW, TiuSea1, w Hot 1110. 7nGeai, 6e1. 63.55138.. 4512 6851x2'10. SH411000&NCeA.1.85 11190CTab. Gpaat Temp0mry LbL (5588115 W20L01. (bp) Giaes; Read Gifts. 200113 3.126 EIMMIARCE CONSTRUCTION 3.680 1.190 PVC SASH BTM. RAIL -6028 INC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 1,847 CORNER WfD(ALLBIDES) PVC FRAME FIN -6028 3.125 1.367 2.708 • REINF. FIXED MTG. RAIL -1499 ALUM 6063T-6 PVC FIXED MTG. RAIL -6001 FR. HOOK IMPACT (SH SILL) PVC SASH STOP -8029 FIXEDMEEl1NG RAtt. SCREWED TOGETHER WITH c4JTERFRANE PVC FRAME FLANGE -6031 REINF. S.B.RJS.S.R. -1488 ALUMINUM 6063 -T6 ALUM 6063 T-6 3rt6+� 212° --.11-111r lir ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 22018' NOTES: ITEMS 33-38.41, SO. 58-81 ARE NOT USED ON THI8 PRODUCT. air `T 304° REINF. SASH MTG. RAIL -1497 ALUM 6063 T-6 PVC SCREEN SUPPORT - 6014 PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 44- �8+8' SASH CATCH IMPACT ALUMINUM 6063 -T6 UPDATED PER NEW FBC REQUIREMENTS 07107108 9 451 145520 Rah Pt Pet WWII. PVC. 8-1112 070zi1 bead 0 114° PLAN VIEW OF ANCHOR CLIP 71 146626 Sub 8 y5w • • C'. • S j005ll far WC mummy/No COIS108NTAL ': ••.. g 4 THE INFORMA4ONCONTAMEO tNTHSORAWNOIOTHE 8016 PROP5RT5v 4 956008! $YEIFJA9.0a:. Ah4Y 8EPRODUCT1oN IN PMR• OR AO A WHOLE a 514517131PER183512N OF 11USTOM WOWS OYOIEMa, 690.88 PR01 7Ek— IONS 1 B.0 61g1111111111111111- r�.. OWS-IES :50F8 CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY O. • EXTERIOR FINISH SY OTHIRS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD Ini m0W FRAME SAL PEIMEIER PEIR � � R EXTEROOR FRESH BY OTHERS i+ • LUC (MK EDDE ME) • LAW (MIN. EMSEDMEMI) z1/Z (MIN. EDGE DIST.) (MAN EMBEDMENT) J. -T-118' MAX SHIM (SEE NOTE ) 1 BY WOOD BILK BY OTHERS ANCHOR CLIP 31111' �TAMASONaRY�A�HOR. 114• MAX SHIM (SEE NOTE 28 3 ON BHT. 2) ANCHOR CUP ° • 6„ a A, a ea& . • A ▪ • d •8 A. . • 8 •p 48 • • „ A CAULK BETWEEN BULL AND OPENING BY OTHERS INSTALLATION ANCHOR. 3111: WA MASONRY ANCHOR ANCHOR YIP A °iA A• • .+A, • �' • • i •A `.A ice/ a • f„� i• , i • 1 A • A • • `• . a y • • a. A ; �• •I.. =• • : CONCRETE/MASONRY BY OTHERS ®VBRTTOALaEFTION cup twAsoNRY) 1/4" MAX SHIM {SEE NOTE 2 89 ON SHT. 2) 1 BOTHERS BUCK INSTALLATION ANCHOR, 3116• DLA. MASONRY ANCHOR. 1 BY WOOD BUCK BY OTHERS • • 00 MMNDOW FRANS JAMS PERIMETER ULK BY N$TALLER 1/4" MAX SHIM (SEE NOTE 2 A on SHT. 2) ®FDRIZO4TAL SECTION GUP (M4S0I434 PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ANCHOR CLIP WINDOW FRAME SILK. 0.4 INSTALLATION ANCHOR, 3/1r DM. MASONRY ANCHOR. PERIMETER CAULK BY INSTALLER EXTERIOR RMMI BY DYHERB CONCRETEMIASONRY BY OTHERS ALTERNATE PRECAST SILL DETAIL OUP (MASONRY) 1114° VAN. EMBEDMENT) • • ram 1LF019•A:TIONCDNTA NmrJ THSHTRMYINO IS rtia sum PROPERTY C742.14310 NANpGWBYQIEN9. IRS. ANY RFPROP.CTIONIN PART ORASA WHOLE M9' R.TJ4Ht WRITIENPERNW91oNOFCi19TaMWNNIW &Y61N49, NE.18PRO1&i 1 &EC pm EWE DIST.) PREPNRTARYANO COJFIDENR41. 'F 4, 1/4" MAX,SHIM (SEE NOTE 2 & 3 ON SW. 2) (MIN EmErEuenom (MHN. EDGE DIET.) Lair USN. EMBEDMENT) alb • 4 -0 MBTALLATICN ANCHOR. ,4 M • ° • � DAUM BETWEEN BUM A 013 W0013 SCREW • 4 A" • ° A 2BYBUCK BY OTHERS AND OPENINI3 BY 0111ER8 • • d •y 8 4 • • CONCRETE NRY • 4 8 BY OTHERS ; A• • A �p • HORIZONTAL SECTION CUP (WOOD) A I UPDATED PER NEW FRC REQUIREMENTS 8747108 • " •.i !II SW 44TH AVE. FLORIDA 34474 STAI.•LAT(ON DET Fi - RC OUY; y - IMPACT • TE Y�.� P.E${O. O514 {�PVC SI NGLE i 7/7/2008 fr�t�_' °Sae'•.: _e NTS LtTiFJt A CWS -155 6OF8 ESN E▪ DGE 1137.) CONCRETENMWONRY BY OTHERS CAULK BETWEEN B UCK ANO OPENWO BY OTHERS BYEX TRSRFWISH PERIMETER CAULK BY INSTALLER WINDOW FRAME. HEAD DRYWALL BY OTHERS LLED (MIN. EMBEDMENT) BBYY ATHERS CONCR�MASONRY sy INSTALLATION ANCHOR 3/18° OA. MASONRY SCRENKINEOPRENE BACKED WASHERTNRU SCREW 1 HY WOOD SUCK BY OTHERS 11 114° MAX SHIM (8EE NOTE 2 88 oN BHT. 2) 114• MAX 81-OIM PEE NOIR 28 3CN BHT. CAULK UNDER SCREW HEAD BY INSTALLER tar mutt EMBEDMENT} •• .. %' t •E.— DRYWALL •1yT,r BYOTHERB • • • • ti• , SUPPORT ' 4 • • ••• • •• a• • �. i•.•R%. • • • • •' • •a• ww. • 4 tai M EDGE BJST.) • a.• a •a• WINDOWFRAME SILL GWUC UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR )FINISH BY OTHERS ift- 1 BY WOOD BUCK BY OTHERS 7114: (MIN EMBEDMENT) 84" MAX SHIM (BEE NOTE 2a B ON SHE. 2) CAULK UNDER SCREW HEAD BY WBTALLFAB Bd6TAUATIONANOHOR, 3HML•DIA. MA80NRY SCREW WRIE OFREME BACKED WASHER THRU SCREW SUPPORT PERIMETER CAULK BYiNBTALLER E91TERIOR FRESH CAULK BETWEEN BY OTHERS BUCIC AND OPENING BY OTHERS 7 FRAME _ E(MASOHQm I LI INSTALLATION ANCHOR, 3!W Mk MASONRY SCREW W NEOPRENE BACKED WASHER TNRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT SY OTHERS CcMCRET8MABOP4RY, tEM VERTICAL SECTION VJ FRAME orwaRW') BY OTHERS U4• MAX SHIM (SEE NOTE 28 3 ON BHT. 2) SILL STOOL. BY OTHERS USE SOLID WOOD BUPPORTTO MAKE SILL LEVEL BY OTHERS iltat WIN EMBEDMENT) MIN. E▪ DGE bIST.) PIMPRETARIAND i - d v2`: �+ ` 7 t •• Fo THE IP61tA�A11CK0ONTNt80IN nesD7A4iMs I9 TN6®61SPR O:• WB10'OWWBYSfENS.RA� ANY R�1Od 71ON1NPaF1YORASAWHOlE ' !FL -J�Li. WRITTEN PEPl1SBONOF CUSTOM N� ME MEOW RC. 13 PRO r . CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOM FRAME 101.1. PERIMETER CAULK BY INSTALLER • EXTERIOR FINISH( BY OTHERS •• 2 BY WOOD BUCK • BY OTNER8 • •• ► A INSTALLATION ANCHOR. pO DIAL • , WOOD ANCHORWri�OPHENE •BACKEOWASHER THRUBOREW • • SUPPORT A HORIZONT %SEDUON ® FRAME (WOOD) INSTALLATION ANCHOR. 2$1B DW. MASONRY ScsiEWedNEOPRENE BACKED WASHER THRU SCREW SUPPORT r_ ,4P MAKSHIM (SEE NOTE 2 A 3 ON BHT 2) DCT. FINISH BY OTHERS UN EMBEDMENT) DMIcaRTEIIARBONRY BYO ALTERNATE PRECASTB(LL DETAIL FRAME (BLAZONRY) • M( ) (am EWE OAT.) CAULK BETWEEN BY O• THERS a A I UPDATED PER NE;WPSC REQUIREMENTS 1 07/07/06 (.'wfMOi�fAMAf..•.w SW 44T14 AVE. FLORIDA 34474 INSTALLATION 71712006 4 CWS -TES 70F8 2 BY WOOD SUCK BY OTHERS WINDOWAVRAF. SY INSTALLER PERRAErEn cAutx.. BY INSTALLER INSTALLATION ANCHOR, SS SNOODS:MEW 1Ar MAX BMA (SEE NOTE 223N SHY. 2) SHEATH FiT °THESIS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTAU-ER WINDOW WRAP BY INSTALLER PERNIETER CAULK BY INSTALLER 2 BY WOOD BUCK er ammo A I UPDATED PE k NEW FBC REOUIRBVIENT8 17767108 INS :ET WOO A or lride Building Code Online htlp : / /www.floridabuilding.org/pr /pr app_dtl.aspx?paranr— wGEVX... BCS Home E Log In User Registration I Hot Topics I Submit Surcharge 1 Stets & Facts 1 PubOcatlons ! FBC Staff 1 BCS'SIte Map 1 links i Search i Product Approval USER: Pubic User Product Aporova! Menu > prOj uct or ABDOcation Seareli > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom window Systems Inc. Address /Phone /Email • Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.ce Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 ' MLaFevre@cws.cc Quality Assurance Representative Ralph EmmInger ## Address/Phone /Email 1900 SW 44th. Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Category Subcategory Compliance Method Evaluation Report 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. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R2 COI 5101908 (Imoact 3 in Mull Evai'i.odf Reterenced::St; .tld i irtn"d Year (of StandaR.d)s • - Standard .. AAMA 450 -06 2006 ASTM E1300 -02 2002 ASTM E1886 -02 2002 ASTM E1996 -02 2002 f 3 11/11/201.0 4:30 PM irida Building Code Online • Equivalence of Product Standards Certified By Sections from the Code h ttp: / /www.fl.oridabuilding,org/pr /pr app_dtl.aspx?param— wGEVX... PA TAS 201/202/203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/30/2009 05/04/2009 05/08/2009 06/09/2009 PL * Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal '& Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Other: Large Missile Impact, Max. 63" Vertical Span. Installation Instructions HVHZ Yes FL9520 R2 II CWS 150A ( Impact 3 in Mull).pdf HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.0df FL9520 R2 II Mikron NOA 06 -1220 01.odf -67.5 Verified By: Roberto Lomas 62514 Max. 53 1/8" Horiz. span, Created by Independent Third Party: Yes Evaluation Reports L9520 R2 AE 5101908 (Impact 3 in Mull Evall.odf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Other: Large Missile Impact, Max. 76" Vertical Span. Installation instructions HVHZ: Yes FL9520 R2 II CWS -146A (Impact 4 in MuII).pdf HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05.1208 02.odf FL9520 R2 II Mikron NOA 06 -1220 01.odf -67.5 Verified By: Roberto Lomas 62514 Max. 74 1/8" Horiz. span, Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin &. Flange applications. (IMPACT) Limits of Use Approved for use In Approved for use outside Impact Resistant Yes Design Pressure: +67.5/ Other: Large Missile Impact, installation Instructions HVHZ: Yes FL9520 R2 It CWS -192A (Impact 5 In Mull).odf HVHZ: Yes FL9520 R2 I DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 U DuPont SGP NOA 07- 1116- 04.pdf -67.5 FL9520 R2 Il Mikron NOA 06 -1220 01.odf Max. 111 1/4" Horiz. span. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510197E (Impact 5 In Mull Evai),odf Created by Independent Third Party: Yes BadI I Nf Department of Community Affairs (°fordda.. ;ode Onthre Codas ni S'tandaiida 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (650) 414 -8436 2000 -2010 The State of Florida. A® rights reserved. P,l aev Statement 1 copyright Statement 1 Arresst0v Statement 1 Pluo -in Software 1 r"stomar Sanrka 5u: Vsv I sa .f 2 11/11/2010 4.30 PM ■rida Building Code Online .f http://www.floridabuilding.orepepr_app_dtl.aspx?paraGEVX.. Product Approval Accepts: "XM 11/11 /1111.A.A-111 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 Product Una: 4" Mull Bar Report No.: 510194B 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 9 &72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mutt bar 1" x 4" 8063 -T6, part number 11-1604. Supporting Technical Documentation: 1. Approval document: drawing number CWS -146, Revision A, titled 4" Mull Bar — PVC Mull Bar. prepared, signed and sealed by Luis Roberto stomas P.E 2. Test reports No.: NCTL 210- 34241, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210- 3426.1, -1A, -2, -2A, 3, 4A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMA/WDMA/CSA 101iI.S.2/A440.05, AAMA 450 -08, ASTM E1886-02 and ASTM E1998-02, TAS 241, TAS 202 and TAS 203 a Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.25ibs at 50 ft/sec. o Design pressure: *67.Spsf ✓ Water penetration resistance: 10.125psf o Cyclic Load Test: ±87.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 5101951 prepared, signed and sealed by Luis Roberto Lomas P.E Lfmltatlons and Conditions of rise: • Maximum design pressure: i67•5psf • Maximum horizontal mullion span: ' 741 /8" • Maximum vertical mullion span: 78" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product Is rated to be used in the HVHZ. • This product Is impact resistant and does not require impact protection in wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. installation: Mullion must be installed In strict accordance with installation instructions document CWS -146, Revision A. Window units must be Installed to substrate according to window manufacturer's installation Instructions and/or approval documentation. CertiS'Cadon of lndepandence: Please note that i don't have nor will acquire a financial Interest in any company manufacturing or distributing the product(s) for which this report Is being issued. Also, I don't have nor will acquire a finaridal l ip Amy other entity involved In the approval process of the listed product(s). �� -..r• yam . r P ^. 1 of 1 ''%, '4 cNo. ,i 14y 1. THE PRODUCT SHOWN HEREIN S DESIGNED AND MANU ACTURED TO COI PLY WITH THE FLORIDA BUILDING CODE, CURRENT @DLTION. mama THE NVHL 2. CONFIGURATIONS $HOWD: 1. vERTIDAL. 2. IMMORTAL /YERTICAI. 4. AU. MIRIAM EXTRUSIONS AM5953 -T8ALU 2BM MASONRY WODDIRtmING MD G D TO T RALLLOADSTOSTfUR AND Oh9 oFA PROPERLY OR ENGINEER OF RECORD. it CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENIN AND ALL WOOD FRAMING AROUND WINDOW. 7. REspCNS: BB. ITYOFSELECTINUFENESTRATIONPRODUCESTO PAST ANYAPPUCASLELOCALLAWS, BUILD CO0BS. ORDWANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE A R O H I T E C T , ENGI ER0F G0 coRD. BUM W% OWNER OR.CONTRACTOR. 8. APPROVED FACT PROTECTIVE SYSTEMS NOT REQUIRED FORTIS PRODUCT IN AREAS WHERE WOdD 130RHLE DED W G PROTECTION 10 REQ1S D. 9. REFERENCE TEST REPORTS: NOM 2193424-1, MIL 2103424 -M. NOM 210$4242, WTI 210-3426-2A, NCTL2103424.$. NCTL210- 3424-3A. MOIL 2103424 -4. NCTL21O.3124 -4A NCTL 2104429.1. RCM 2103429 -1A. N C T L mm210442E4 NCTL21044283A, NC1L 210-34264. MIL 2103499 -4A 10. DESIGN pRESSURES AND INSTAL LATH ON DETAILS SHOWN INTH >S DOCUMENT Amy ONLY ToTHE MIAIJDN. WINDOWS 4R)STBEAPPROVEDUNDER SEPARATE APPROVAL 11. SEE MULLION CHARTS FOR MAXIMUM DEMON PRESSURES, LENGTH AND ANA SCHWA RAM 12' OE8IGM PRESSURE OF MULLED UNITS SHALL SE CONTROLLIST BY THE LESSER DESIGN PRESSLEIE OF THE MILLION OR HE INDIVIDUAL WINDOW UNIT. 13. SINGLE mugs Tb SE MULLED ARE NOT LIMITED TO *ESSE SHOWN WHIG DRAWING. SINOLE UNITS TO BE MULLS TOGETHER MOST SE MWNUFAOTJRED BY CUSTOM WWDOW SYSTEM$, IWC. AND MUST BE WOE OUT CIEVFIYL PVC. 19.YE RTIZALMIS LED UNITS M iT SE Al. SI NEI6FlH1TELY AB LONGAWNE SRA M UtAT VISOR AND HOW ARE NOT ETIISSDED. AND MULUOM ARE ANCHORED AS SHOWN HERE W. UPDA- PER IBC - •. r 4 NO1Elk 1.OLSTALL ONE ANCHOR AT EACH LOACfION ACCORDING TO THE SPACING SHOWN ABOVE, OR ACCORDS* TO THE SPACING SHOWN IN SFIE APPRQVED MOON UNIT =wows AiLATIOIs INSTRUCTION, WHICH EVERHEOUiAE3 MORE ANCHORS - 2 IN CONCRETE 'CONSTRUCTION A1TACIi MULLION TO SUBSTRATE WITH 3/18° DIA f1W TAPCON OF SUFFICIENT LENGTH TO A1H1EVEA i I14° MINIMUM EMBEDMENT NNT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH CO WOOD SCREW WITH A 41O WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 13/8° MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MILLION LOCATION. ATTACH W RNDOW UNIT iHRU FRAME USING o14% 1 SiEXVIASHER HEADIER SCI W (REM OE). S. ALL INSTAIIATIO Ni ANCHORS MUST BE MADE OF A GORROSION RESISTANT MATERIAL OR COATING 8. FOR INSTAIJATTON OF WINDOW UNR$, SEE THE APPROPRIATE APPROVED INSTALLATION IHSTRUG1ION. UPDATED PER NEW FBO REQUIREMENTS IOTIOT/93 T. INSTALLATION ANCHORS SHALL Sew ACL'ORDANCE WITH ANCHOR MANUFACTURERS INSTAJIATIoN INSTRUCTIONS. AND ANCHORS .4°' SHALL NOT BB !ABED al SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED baII*4 8. INSTALLAT ONANCHOR CAPACITIES FOR FROCLR Th HEREIN ARE RASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING A. Wow) • *NUM SPEW* GRAVITY OFG.0.42 .ti .- 14 ' 4A o, B. OONERETE - M910.QIM COMPRESSNE STRENGTH OF 3.200 PSI o $ C. MASONRY • STRENGTH CONFORMANCE TO ASTM C•90. GRADE N. TYPE 1 (OR GREATER) . ~ • ft • -o . O PADPq�"IAMtaNL1m rmarAL .. . e ~M rite tramocrEat comma P,Ties us,*Is Tile NILE PRDa17Y iY3vs warsQ0pa pirPPOisszmN NPMIPNDA ASA THE 'ISRi1TEd1 OPCUSTOMW�lPSY9Te1m.>F>r.•iS f1{Sit - ODD SW44TWAVE. ICALA FLORIDA 44474 IITTlI�b ANCHOR SHCEOULE7 NOTES -4'M J. *R PVC MULL BAR tlr: 7A 4113/2058 A . itchtib 2 O 7 tIWS -1411 I Ai UPDATED PER FEW FEIC REQUIRBIENTS I WON . 1 . .e., • s :iiii: :1 allt uh tR iiiiH % id V i 5 Vj 1 f J 4" veriTICA+L MULLION H-1604 wrtH S-1522 cL P, MACT {DESON PRESSURS CA CHART, P) n IO ri 4i it fi it iW W i % it it ii ii f • , Q•q ° fir► �` o //fi(4 �" bil hgtil lit N � '4 'R 'R 'R R �R iR �R 'R i4 'R ' mia co oRi1:iRu?iingq. �i7 �I W 41 ii ui�R1411i�4Rp1�4 M ii ii fi p! '1��piRR�RR~ 4 {7 +1 % " . ' RA mNit .6 .1.1tgg1��pi i �I �A�p ii upiu?iipiiigpm� +1 i1fi�i v.iRu/1��?p, �oM�iN Amp - ' mR 41 dip FI @R it I4 4g% ,., % 1 9LV 187:5 1 uptt�`Qmtiu�„24,1�R'wmR. i•7 FI ii �i li O00-1M% RRRIARRR r Mcit (�Q1'4'R'R'4 �$$$ R u3 'R �R'R {�f�pR ii i '4:1,,I Yi i�l �I-H R R Iq u{�i'R M " ('q t7 ilt � l7- MMi�9c7 !!!MleMt igiii.4 more r 13214a :�y 2 3 *-7 f :ice.. t. H -1004 MULL, 13/8° x 4° PVC SPECIFIC P-3767 #10 x 1° HEX WASHER HEAD 1EK #10 x 1 1/2", PANHEAO PHILIPS ZINC #10 FLAT WASHER S -1E22 RE MO FIT MUI-L ANCHOR Ci3P S -1606 HORIZONTAL ANCHOR (P1%C SPECIFIC) CAM S -1672 DRIP ADAPTER S -1$71. j ANC1E ADAPTER - 4 6 6 .7 a 8 r • B115 DRIP ADAPTER 5-1572 ALUMINUM 6063 -T6 HORIZ ANCHOR 5-1606 ALUMINUM 6063 -T6 FLANGE ADAPTER S-1571 ALUMINUM 6083 -T6 1 23118' L 4" MULLBAR H -1604 ALUMINUM 6083 -T6 RETRO CLIP(4") S -1522 ALUMINUM 6063 -T6 (FIN) A 1 UPDATED PER FEU REQUIREMENTS 110770WOS RETRO CLIP(4 ") S -1522 04010„„ SR+t° , +� ALUMINUM 6063 -`C6 - q (FLANGE) 11,?- 7„ .^ N� oco PROMMUIY 7HISF14FORWATION CONTAViER RIM Mafia 19 V Satals,WO,ANV� w art W furVENP 0PcUsTr4viltoow 900 SW 44TH AVE. COALA, R.ORIDA 34474 1111E: EXTRU3K343 a310.OPUA RM3-CMS –BAR PVCi ULLSAR 40F7 `1s as —0 0 FLANGE ADAPTER S-1571 ALUMINUM 6083 -T6 1 23118' L 4" MULLBAR H -1604 ALUMINUM 6083 -T6 RETRO CLIP(4") S -1522 ALUMINUM 6063 -T6 (FIN) A 1 UPDATED PER FEU REQUIREMENTS 110770WOS RETRO CLIP(4 ") S -1522 04010„„ SR+t° , +� ALUMINUM 6063 -`C6 - q (FLANGE) 11,?- 7„ .^ N� oco PROMMUIY 7HISF14FORWATION CONTAViER RIM Mafia 19 V Satals,WO,ANV� w art W furVENP 0PcUsTr4viltoow 900 SW 44TH AVE. COALA, R.ORIDA 34474 1111E: EXTRU3K343 a310.OPUA RM3-CMS –BAR PVCi ULLSAR 40F7 CAULK BETWEEN FRAME AND OPENING BY OTHERS ONORETWMAsoATRY EW OTHERS ••b • Y• 00 FLT • i b• •b •• 2.31r. (MIN EDGE Dl$71 • • b • a• EXTERIOR FINISH BY OTHERS PERIMETER Y CAULK RENALLER prT WU BAR UP (SEE NOTE RI 4* VERTICAL. MULL BAR RETRO WI WAISAR CLIP PERIMETER CAULK 1 EXTERwe Maui BYOTHERS II 11 Enroll EL) RO FTIY u. 4v o 4RY) (t INTESEOR MASH BY OTHERS CAMS BEIWEPA FRAME Igto OPEIONO Luc aN OTHERS INK EMBEMENR D 9r1rs' WITH WASHER • N wsTALLA1 QNANCFioR, WITH WASHER SAN 4 �4 .t INTERIM BY aS►1E�i8FliiIl8}I tBYWOOD SUDX .•+'4 BY°THERE �• BY SOUCK sir 1 DtA CYORANCHOR. WITH WASHER (4x1 � WM. f. coNCRETSIMASONRY BY OTHERS VERTiCAL MILL BAR ma, DUL CY10R. WM1 WASHER (40 � �s. STOOL - rAnti.a Sibi WW1 • czaKKAI rillt" To MAKE LEVEL • b • _ r• i/ FOR MULL BAR SYC OTHERS ITN VERTICAL MULL SILL RETRO FIY t2.H+ (Frifit)4N•. NOTE • p a vr�0•` -� EXTERIOR FRESH SY OTI w m J M "FI 4" HoRIZ. MULL BAR PERMETER R CAULK BY CAST RETRD MULL BAR CUP PERIMETER CAULK WY INSTALLER EXWBORWHEIH We OTHERS CONGRETEAMSONRY BY OTHERs 4' KCMG MULL PAR MULL BART CUP (SEE NOTE 21 PE3)METER CAULK BY INSTALLER OSH 61 E$ t►,• ►+• � A. • p A Gomm BER WW a . ►.•SYOTHERS OPEN@R 41.+` + ►•CONCREIEBY A •4jD SYOSHERS .•••:, ° 2 SY WOOD RUCK BY OTHERS BY FINISH !G'� HCIACLNBJtLJAftBSECTl�4t \5J RETROFITCUP(WIR 4' VERTICAL MULL S RR sisTALLAT(ON ANCHOR, DIA. MASOtNRiA6 OR. WITH WASHER 0 ►s . • D . .• • h • •a D 1. SILL STOOL MUST 8E FLUSH AGAINST INSIDE iKiEBtOR PENH OF MULLED WNDOWS AFTER INSTALLATION 2 we We OTHERS 2. RECESS RETRO FIT CUP U4° FOR CLEARANCE SAIN EDGE DISTI WHEN INSTALLING wwVDUw=is D A 1M E111SEEMWii) • 4 , • 1 "Wow ma INT) ..b . I• DET t tet Y A UPDATED PER NEW FOC REQUIREMENTS 1 9,s Y .•bl Q• • ROHR omeassiN. , a h aefte 3 TI¢! AATWN C01fl'AINEDel maaF4C inn NAyyN1g- s0mmlor fi. ° �fq WM=syS .W4MK 11KntoOtMBr.W1gI� L. WAfflENPERVISSONCFCUSIC14VAMOW EMgIU% MR78PAIXABR@D..+ 6 FLP.E, 0M-' loos & 44TH AVE. ■' FLORIDA 74 t07/47m8 RETRO FRGLIPAIASONRV ANSTALLATIoN . claw. BAR iJ 4132$ !1: x It CW: ., a ltM4BPS C 'f�!'1E4s4E� 8OP7 • CAULK BEHEAD FIN HY OTHERS 2Y TwRAP HERE exmon BY H PERIMETER CAULK BY ITiSTAU.ER RETRO FIT BAR CLIP oxim. sag WINDOW WRAP . BY OTHERS PERIMETER CAW( BY I$TAU,EA CauUI FIN BY OT HERS ECTERIoR F11�t4 BY OTHERS GHEATH BY OTHERS 00 W000 au= 2 S OTHER r'll lib III" (MK EMBEOMENT) [1TI t�'` mil UMW MINI EDREIWAMONF 12 at (MK EMBE01ADYT1 INSTALLATION AilCHtlit WOOD BUCK OM WOOD AticHGR, WITH WASHER WO BYYOTNE'Itss 00 4LVERTIC RETRo NT. MULL BAR CUP a*1ip WOOD A1IOHO weTHwaS R(4x) • sHEATH223 BY OTHERS BREATHING BYOW RS EATEROTI SWISH IP/OTHERS NOTE: 1 :t ■••••••■., tM NIi ti�alta MOWNt d•" CAULK BEHIND • MY BY OTHERS BY • WRAP 4 INSTAUATION ANCHOR. WMOYASHER PERIMETER CAUUC BY WITMER RETRO FR MULL BAR CMB' piopa mai. BAR /R\ HOSa2. iIaRLJAiJ® 8EC7T<]N_ teD RflTi67 auP�FIH ate LWOOaI i. RECESS RETROFIT CUP ihr SO MULL DM WFLLBE FLUSH At3AWST WOOD BUCK AT AND HEAD. A I UPDATED PER TTBN • ARMAMENTS [ova= f• 44TH AVE. • u. 34474 WOOD RSTAUAT1ON- WU. BAR POOnoaVAY Ip@o040n091IIM. THEINAmadmoNcommessi W7FeO OMWIO m THE SOLE PIRMERT/Oi %UM SYST'BM.11411,1NtF IOLVIONWNW ORSAVIAME.W Wrw1 WRTI101Ml oPO faeFFYawoWW MS.e2C.rePnaleRED. a • i. , - FL P. :a1 • ." 1 :'stsi;1t 7 OF 7 orida Building Code Online http://www.floridabuilding.org/pr/pr_app_dttaspx?param—vvGEVX.. BUS Home 1 Log N i User Regtrtratbn I Hot Topics I Submit Surcharge I Stat9 &Fats 1 PubOcatens j =stave 1 BCIS Site Map I Links ( Search 1 Product Approval USER: Pub% User 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 MLaFevre @cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jhompson@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE • Validation Checklist - Hardcopy Received Certificate of Independence Referenced'St:artciaId gild Yeii- (cif Standai•d) Equivalence of Product Standards Certified By FL13009 RO COI Eval Refa CHS -8200 Non- Imoact 74x54 CWS- 486).odf tandard PA TAS 202 r 1994 )f 2 12/13/2010 3.:481 PM. )rids Building Code Online http: / /www.floridabuiiding.org/pr /pr app dtl.aspx?param wGEVX... • Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved se ved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: HS -8200 PVC Horizontal Slider, XO or OX, 74" x 54 ". See Installation drawings for Desing Pressures. 09/08/2009 09/09/2009 09/11/2009 10/13/2009 Model, Number or Name Description HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, OX or XO. Installation Instructions FL13009 RO II CWS -486 (HS -820 74x54 N n -Imo TAS 2021.odf FL13009 RO II Micron NOA 06 -1.220 01.odf Verified By: Lucas A. Turner 58201 Created try Independent Third Party: Yes Evaluation Reports FL13009 RO AE Eval Rep (HS -8200 Non - Impact 74x54 CWS- 486).pdf Created by Independent Third Party: Yes Next Department of Community A801frs Markle Darkling Code OnBne Cedes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax, (850) 414 -8436 C. 2000 -2010 The State of Florida. All rights reserved. > Statement 1 Copyright Statement 1 A"°KIbtltV State,nen_t I Eluo -t Software 1 Customer Senate Survey I Cho fit& Product Approval Accepts: s eeur(t '4l rTtireA' 11'2 12/11/201 111:4 8. PM Lucas A. Turner, P.E., MBA Evaluation Report 162 Rocky Creek Lane Hillsboro, TN 37342 Ph, 931 - 315 -0049 July 14, 2009 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 74" x 54" unit size 75 1/4" x 55 1/4" flange size, 3 /16Ann — Air -- 3 /16Ann glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Docuimentation: 1) Approval drawing CWS -486, signed and sealed by Lucas A. Turner, P.E. on 6/27/09. 2) Test Report NCTL- 210- 3599 -1, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. on 5/11/09 a. Testing Performed: TAS- 202 -94 (Full 202 performed on 3Identical specimens) 3) Supplemental Calculations to support CWS -486, signed and sealed by Lucas A. Turner, P.E. on 6/27/09 Installation: Units must be installed according to approval document CWS -486. Limitations of Use: This product: • Maybe used in O/X or X/O configuration in sizes up to 74" x 54" unit size, or 75 1/4" x 55 1/4" flange size, with max. glass daylight widths of 32 15/16" for fixed panel and 33" for sash • Achieves design pressures as indicated in comparative analysis table in CWS -486 • Is non - impact and requires the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3/ 16Ann — Air — 3/ l 6Ann glass minimum • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 064220.01 Certification of Independence: • I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. IA 114" OVERALL RANGE /EIGHT UNIT HECHT HORIZONTAL SLIDER EVATION tNON- IMPACT) 73114' DYERk1L RANGE WIDTH 7e SNIT WIDTH 12 Ms CASsELO " G1.SR DLO - °J16' SASH WIDTH TABLE OF CONIEN,rs GENERAL NOTES &ELEVATION.« _ 1 SCHEDULE & NOTE 9.«.........._.............2 ON VIEWS 'Q7f'/ 7r1OP'. _ •USIONS & BILL OF WLTERIALS INSTALLATION DETAD. �8 GLASS DID • agagatEffieSSECHEWBRatat 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TOGOMPLY WITH THE FLORIDA WILDING cove. CURRENT EDmON. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. APPROVEDCONRQURATlONB:" X,'WO' 4. DEMON PRESSURE RATDIGS (SHEETS 9) 4JEGATIYE DESIGN LOWS EASED ON, TESTED PRESSURE AND GLASS TABLES ASTME 1300. - POSITIVE DESIGN LOAM EASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTME 1300. S. ANcHoRAGE THE 33 v3% STRESS INCREASE HAS NOT BEST USED BI THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANOHOIT DETAIL. 6. NOT APPROVED FORIMPA T RESISTANCE IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINTSEAMSEAI.ER USED AT FIXED MEETING RAILANDJAMB. 9. REFERENCE TEST REPORT& NCTL•210- 9599-1 S.SERIES1 MODEL DESIGNATION MOM. 10. 1aor2K WOOD BUCK OR STUD FRAMING TOBE DESIGNED AND ANQNO tED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR 1rRAMB►G IS THE RESPONSIBIUTY OFTI1E ARCHITECT OR ENGINEER OF RECORD. 11. THE SES(GNA`f1ON XAND ()STAND FOR THE FOLL01NING: X. OPERABLE SASIT, O =FXXEO SASH as • TONER, FL.P.E D1 wtoow Simms 1900S.W.44TH AVENUE OCALA, FLORIDA 34474 . GEN£RALNOTES& ELEVATIONS Nat IMPACT i! :IL. .P..L i; • C112 CWS"400 1OF0 • Ii I'1 ' x 1 iE r 0 _ I 12 Ms CASsELO " G1.SR DLO - °J16' SASH WIDTH TABLE OF CONIEN,rs GENERAL NOTES &ELEVATION.« _ 1 SCHEDULE & NOTE 9.«.........._.............2 ON VIEWS 'Q7f'/ 7r1OP'. _ •USIONS & BILL OF WLTERIALS INSTALLATION DETAD. �8 GLASS DID • agagatEffieSSECHEWBRatat 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TOGOMPLY WITH THE FLORIDA WILDING cove. CURRENT EDmON. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. APPROVEDCONRQURATlONB:" X,'WO' 4. DEMON PRESSURE RATDIGS (SHEETS 9) 4JEGATIYE DESIGN LOWS EASED ON, TESTED PRESSURE AND GLASS TABLES ASTME 1300. - POSITIVE DESIGN LOAM EASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTME 1300. S. ANcHoRAGE THE 33 v3% STRESS INCREASE HAS NOT BEST USED BI THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANOHOIT DETAIL. 6. NOT APPROVED FORIMPA T RESISTANCE IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINTSEAMSEAI.ER USED AT FIXED MEETING RAILANDJAMB. 9. REFERENCE TEST REPORT& NCTL•210- 9599-1 S.SERIES1 MODEL DESIGNATION MOM. 10. 1aor2K WOOD BUCK OR STUD FRAMING TOBE DESIGNED AND ANQNO tED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR 1rRAMB►G IS THE RESPONSIBIUTY OFTI1E ARCHITECT OR ENGINEER OF RECORD. 11. THE SES(GNA`f1ON XAND ()STAND FOR THE FOLL01NING: X. OPERABLE SASIT, O =FXXEO SASH as • TONER, FL.P.E D1 wtoow Simms 1900S.W.44TH AVENUE OCALA, FLORIDA 34474 . GEN£RALNOTES& ELEVATIONS Nat IMPACT i! :IL. .P..L i; • C112 CWS"400 1OF0 • MOWN l&C; P s wc,c a,Ei NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2 SHIM AS REG'O AT EACH SETOF INSTALLATION ANCHORS USING LOAD BEARING SUMS. MAIL ALLOWABLE SHAH! STACK TO 8E 114'. USE SHIMS WHERESPACE'GREATER THAN 1118' IS PRESENT. 3. LOAD BEARIMS SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOODSHIAA ARE NOT ALLOWED. 4. 91r DIA. ELCSO ULTRAL'ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114• INTO MASONRY THRU FRAME OR THRU 1 SY WOCO BUCK INTO MASONRY 'A MINIMUM EDGE DISTANGEOF 1 V2' SHALL TIE ACHIEVED. 5. 21 0 WOOD SIBREW ANCHORS MLWT SE OF soFFiciaar LIMON TO ACHIEVE A MAN. EMBEDMENT OF 1 Mr INTO 2 BY WOOD BUCK 8. SEAL CORNERS WCTII SMALL.OINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS FAUST BE PROTECTED TO PREVENT REACTIONS. a. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WM:I ANCHOR MANUFACTURER'S INSTALLATION WSTRUCTONS,ANOANCHORS NOT I2 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THEMENIMUM STIIENGTH SPEOIF1ED BELOW. INSTALLNTION AMMONS TYR F P..158441 gtiy+. M ew�r 9. INSTALATION ANCHOR DAPACR1ES FOR PRODUCTS HERON ARE BASEDON SLBSTRATE MATERW. WITM THE FOLLOWING aMOP.;:RTI .'I' ' f.. • A. WOOD • MINIMUM SPECIFIC aRAVRY OF a=ns2 f •, . •E., ze `; `': 8. CONCRETE - MINDEN COMPRESSIVE C. Y - STRENGTH CONFORMANCE TOASTM C-30, GRADE N. TYPE 1 (OR GREATER). _ 10: SEA G AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY u •'"� ' "e r r7. - ar 4 -..— Cc. . , t--- - WINDOW SYSTEMS Ow S.W. 44TH AVENUE ]CALA. FLORIDA 94474 tot E. ANCHOR SCHEDULE & NOTES.. NON IMPACT 0E910N PTt8'SUI;ES FOR EUUAI. SPLIT "O/X" or -XforCONFIGIIIIATIoNWmi S18 ArmEA E0 KW GLAZING ' UiSt width LMIL Nei 19.500 23.500 27.500 31.500 35.500 39.500 43.500 47500 61.500 54.000 27.000 +620/ -120.0 +80.0 / -120.0 ' +60.0 / -uo.0 4600/-120.0 +e0:oj42o.0 •►e .o/ -7200 4.6001420.0- .460.0/ -120.0 46410/420.0 ' 4600/ -120.0 29. 500 460.0/420.0 +60.0 /- 120.0 +60.0/ -120.0 4610/ -120.0 +60..0/- 120.0 460.0/ 410 460.0/ -120:0 +6110/ -120:0 460.0/ -120.0. 460.0/ -120.0 +60.0 417.5 31.600 4600/-120.0 460.0 - 120.0 440.0 -120.0 +60.00 -120.0 +60.0/ -120.0 460.0 -120.0 460.0/-1281:0 460.0 -120.0 440.0 /-1200 35•600 - 4500/ -120.0 460.0/420.0 460.0 / :127.0 450.0! -12011 4600/ -120.o +600/ -720.0 460.0/ - 120.0. 460.0/ -1200 460.0/- 112.8 460.01 -106.6 480.0/- 162.0 37•500 460.0/ -120.0 460.0/ -120.0 +6.01- 120.0 4400/- 120.0 480.01 -120,0 +600/ -10.0 460.0 /-120.0 460.0/-119.4 +60.01-708.1 39.505 +60.0/ -1200 460.0 - 120.0 4600; -120.0 +60.0 -120.0 460.0/ -120.0 +60.0 -1200 4600/ -1200 46001- 714.9 +60.0/-103.9 460.0 -98.0 41.500 45001 -120.0 460.0/-120.0 460.0/- 120.0 46.0/ -2210 46001 -1200 +60.0 /- 120.0 460.0/ -12010 +600/430.8 4610/ -100.1 460.0/94.3 40.0/ -91.0. 43•500 46001 -12410 4440/ -120.0 440.0/ -120.0 4600/ -120.0 460.0 /- 120.0 +60.0 - 120.0 460.0 / -120 4W.0/ -107.2 +80.0/ -96.6 471100 +600/ -120.0 4600/ -13.0 460.0/- 120.0 4600( -110.0 4600/ -7200 +00.0/ -1200 460.0/- 113.7 + 800/ -100.9 460.0/43.7 +60.0/45.3 4 4610/ -1240 4 640 /- 110.0 460.0/ -1200 4600/ -120.0 +60.0/ -110.0 46510/ -120.0 460.0 / -110.6 4610/ -902 460.0/ -88.2 4610/42.9 51.500 +600/ -1110 4610/ -120.0 4600/ -1200 4600/ 4*0 +600/ -1 20.0 +60.0/- 120.0 460.0/408.3 4880/-95.8 460.0/45.8 , +60.0-806 53500 4610 /.42D.o +®a0 / -1z.0 460.0/- 120.0. +60/ -1410 4007 .0/ -120.0 4400 %720.0 -4480.0/ 4009 4600/ -93S +600/ -832 +60.0/ -78.6 55-600 460:0/ -120.0 4 600 /-118.3 +60.0/- 115.6 4410/ -115.6 46011/ -115.6 460.0/-115.6 46.0/- 103:9 480.0/ -91.5 01 -81.8 +600/ -76.7 460.0/-73.4 59500 460.0/ -114.1 46001405.21 +010/ -10L1 46410/. -100.5 460.O/-100.S 460.0 /_400.5 , 4600/- 100.3 400.0/ -88.0 460.0/ -78.4 61.500 4646/ -116.7 4 460.0/ -99.6 4600/ -952 4600/44.1 ' 460.0/-94.1 4600/ - 94.1 4600/ -94.1 4600/ -86.4 480.01.-76.9 ..460.0/-719 63.600 460.0/-103-7 46001-91.7 4 60.0/ -89.9 460.01.88.3 4600/ -88.3 '4600/883 .4400/ -88.3 460.0/45.0 480.0/ -75.5 +60.0/-70.5 460.0/ -69.2 65100 460.0/ -99.2 460.0/ -89.9 4600/44.9 4600/ -828 4600 /-82.7 460.0/ -8'L7 43.0/-82.7 460.01 -82.7 480 .0/ -741 67. 500 460.0 /-951 4600/ -86.1 +60.0/ -80.9 4800/-78.5 460.0/ -781 460.0/-78.1 4610/ -78.1 +50.0/-78.1 460.0/-731 +610/ -411 460.0/ -87.8 460.0/-78.9 460.0/-73.5 4600/70.6 +60.01 -606 40.0/ -69.6 • 0.0 /-69.6 4600_ -66.1 +610/ -650 74.000 460.0/83.7 460.0/-75.0 +60.0/ -69.6 4600/ -66.5 480:0/-65.1 460.0/ -65.0') 460.0/ -65.0 4600/ -650 460.0/ -650 FL P£pi21 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. :i e: �1 1900.S.W. 44TH AVENUE =WA. FLORIDA 34474 41:80 %JO'00MP RAT1VEANAL.YSIS -NON IMPACT *ma -�r br:/4/4J rE: 518/2009 A SLID CWS• 88 3 OF B Item 8 Part # Drlrsiptlon Ur' 1 MEI m� H�31 H -6031 Main Fr., H. 1l ., • C, Head . - ' r MICron 3 0 tx1NSTir1UC11CN vur I' %1r� i.-` •._S t J�� "`i"4 r17ii T _ n r., S" g., ' C. L Jb. T 22/16• \ 211(12' 1 'Mill-117.1111 • I"' (AU SIDES) 7 i 9 11.6027 . ash Meet. Rail PVC Micron —: 2 - :_ , �\ WI WELD 0000 vas - T r.- I_ 1: i"• i �?T� 17th -'.w K= ark Sas Bottom =:- I, '7 ( . PVC FRAME FLANGE -6031 PVC SASH MTG. RAIL -6027 . 10 5-1498 Rains. S.B R1S.S.RWS.T.FL Keymark i 1 114004 Sash Top/BoI. Rao Mlkrnn 0 12 5.1678 Roller track K mark •—' � t aras� Inc w'� 1 m �` II- : , = r .Fxd.. Vert. ikron Mrlcron t , am rnr" i 1!r • stir • . S-6064 Mx. Bd., 718 ",Sash, Holz. Miircn Art — � 5-6064 ____ Giz. Bd.. 7/8 ",Seats, Vat. Mikkron 11� - TP -�+► 0sesaDUE WIN WieifFIAME ��_ : •.;�.;1R ____ L► _ Mikran. R(71.LER TRACK-1670 T6 PVC GLA�IAKi BEAU 6084 - 18 I � I „ : : r •. ' T Mikron PVC SASH TOP/BTM • 1 asns• RAIL -6004 ALUMINUM 8063 0 21 rr,, 7I,, r, 22 P•3783 lock, Impacd, PVC. RotaFrank Rot/Frank a ens- r. -- �t 23 P4784 Keeper, Impact, PVC 24 P-4479 eep Camera/ Flap Proffered Eng 26 P -3429. Wasp., 0270 x .187 back FinSea1 UltraFAB entente a era- Uir. "2 � 1 err 3 205 r---, � I 1 ur 1 27 P4765 #8 x 2.000 Ph PH SIAS 0 r.� J in17 r C3 PVC ANTI LIFT-OUT-6005 P-3113 . • 29 P 768 F3tiT 11'i= i�'. 1 ti i 30 30 P-4051W 88 x 1.a^59•Ph TEK, Wien. , Fastener r 31 P-3748W #6 x 0.525 Quad PH 1EK. Wit. Fostoria' PVC SASI4 SIDE RAIL -8028 PVC FIXED RAIL -1602 ALUMINUM 808346 34 P4342 Seam Sealer, SM -5504 ' Sctmae 35 P4752 Cap Plug, 1/2" Hole M &M 38 P4648 Sika Flex 552 SlkaFlex 38 P4352 SeL Bk., 85 Cur.,1/ri" x 518'x2' Frank Loan f 0 .� I' "2'1 =110r , i tare' r. 1 - t 42 Fixed 7/8" K3 (3/18" Arm. -A -3t16 "Ann. =rz7 7 :- :e '7 , .III- 3/18"Ar i.' oea -- ai- -•ana- P 3281 pacer, lAua8eal, Fixed TnuSes1 F• —v1s' 1---' SASH MTG. RAIL- -1497 110RI2 ADAPT 6013 VERT.'SCRN ADAPT -6014 . ALUM. REINF 6063 -T6 • � ' P8 Screen Frame, Hain. ALL Metal P-3218 Screen Rams. Vert- ALL Metal P --3321 Screed Frame Comer K> ALL Metal _. • 217 ,,' r:. r �. tfn. FLPi. man 49 P -3581 :.; . 18 x 16 Merciless New York Wire reff- 1 °i- *"--- 144 ,, •. r 7 •• tr ": r ."• ' . wrmowsirsrEas 1900 S.W: 44TH AMAX =ALA, FLORIDA 54474 50 P4228 Screen Spline. .155 tea., 81k. DAPA w- -3029 • - I i.c. a9- FIA Screen y � w g S.T.R./S.B.R./S.S.R. � ALUM. REINF. 8063. : 50'�- e31si, }.: -t Scrams Support, PVC Team Plastics 55a S4063 Fixed rail End Casa M' • .; � a / �f , xTAUSIoNs & a,o - xi i PACT '`. mail 58 �'` . P3114 AnlHittart 38x2', PH, Moiled Truss, SMS Micron Fastenel „ _ ""' 7 � NBY: . !E: pV{;}1p sr SURER AAJ 51alZat%J TOWS M41154 6,19, 20, 25.28, 32, 3 /, 361-414.4 54 ARE NOT USED tN� ,.e: ,�� s :• :: c-<<, �- s r •'�' -� v„ ,.�', 1 59 P3893 Fixed Meeting Retl Atha Plate Fasters" ■- ., - ..rte .� Z. �^• - f`r.•- with Building Code Online http://www.f1oridabuilding.org/Pepr_aPpcithasPx7param—wGE'VX... BCE Home 1 Log In 1 User Registration ...I.._ Hot ropI 1 Submit Surcharge 1 Stets & Facts 1 Pubetations 1 MC Staff ( acs Site Map 1 links 1 Search Product Approval mew Putt User FL # Application Type Code Versldn 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 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone /Emati Category Subcategory 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Comptlance Method Eva u • _ ' - port from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License . PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12248 RO COI EvalReport- HS8200- 73x62Imoact- DP75.0d( Referenced.Standard apd•Year (of;Standard) >f 2 AAMA/101/I.S.2 /A440 -05 ASTM E1886 -02/05 ASTM E1996 -02/05 PA/TAS 201/202/203 2005 2002 -2002 1994 11/30/2010 11 :08 AM Irida Building Code Online Equivalence of Product Standards Certlfled By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved f Products htip:// www .floridabuilding.org/pr /pr_app dtl.aspx?param""wGEVX... Method 1 Option D 03/04/2009 03/04/2009 03/11/2009 04/07/2009 Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact, HS -8200 Vinyl Horizontal Slider Description HS -8200 Vinyl Horizontal Slider (Impact) 73° x 62 ", XO or OX. Installation Instructions FL12248 RO n CWS -399 (HS -8200 Impact 73x62 75DPLodf FL12248 RO II DuPont SGP NOA 07- 1116- 04.odf FL12248 RO II Mlkron NOA 06 -1220 01,Id Verified By: Lucas A. Turner 56201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvaIReoort-HS8200-73x62Imoact- DP75.Ddf Created by Independent Third Party: Yes Next Department of Community Affairs Pfordda Bulkierg Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 2000-010 The State of Florida. IN rights reserved: Ertdm Sta Y tement 1 Coovright Statement 1 Accesse lRV Stetemert 1 p[uo -in Software 1 Customer Service Survey 1 ContactsUs Product Approval Accepts: If 2 • 11 /30/20.10 1.1.:OR AM Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 -315 -0049 Evaluation Report March 4, 2009 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration,' 73 "x62" size, 3 /16Ann — Air — 3/16-.090SGP -3/16 glass, +60/-75 PSF Manufacturer: Custom Window Systems, Inc. 1900 SW 44s` Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). ' This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL- 210 - 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 2031994 3) Test Report NCTL - 210 - 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440 -05 b. Testing Performed: ASTM El 886 -02/05 and ASTM E1996 -02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. Limitations of Use: This product: • May be used in sizes up to 73" wide by 62" tall unit size (74.25"x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fixed panel and 32.563" on the sash • Achieves a design pressure of +60 /-75 psf • Is impact resistant and does not require the use of shutters • May be used in the High V elocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Pius Interlayer per Miami Dade N.O.A. 07- 1116.04 • Requires Mdnon rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will 1 acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of this product. 3• ,W1 E,e`.,.. • `ie wry," ° a.. • Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SUDER ELEVATION (LARGE MISSILE IMPAc -n TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS -A ANCHOR SCHEDULE AND NOTES.........._.2 SSE Y1 Ws aLATINO._ EXTRUSIONS & 901. OF MATRWLS..._....5 INSTALLATION DETAILS_....._ PVC IMPACT REOLUBEMEn 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BULLDIOG CODE, CURRENT EDLTION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: %or, "XCI 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASIM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER WRLTRATION TEST PRESSURE AND GLASS TABLES ASTM E 13110. 5. ANCHORAGE: THE 331Fa% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAIL a SHUTTERS ARE NOT REQU33ED. 7. ALL FRAMES AND VENTS FTJLLY WELDED. SMALL. JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL 8. REFERENCE TEST REPORTS: NCTL- 2103686-1, NO11.41O388B -1A 8. SEREST MODEL DESIGNATION H548200. 8 IX OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 15 RESPONS8383TY OF ARCHITECT OR ENGINEER OF RECORD. to. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X .OPERABLE SASH. O. IUD SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO AU. ELEVATIONS 34 A SIMILAR LOCATION. 3/5/01 PROPR>BTARYAIL CONFIDENTIAL THE 33ORIAATIONCONTANEB8t1HS DRAWING IS THE 801E PROPERTY OFCUSTOM WINDOW 8'ISTEMS. iNC, ANY REPROXICTION @7 MUM ASA WHOLE WITHOUT THE %MIEN PERMISSION OF CLWR IMEOWSY8'MS. HiG IS PROHHL'ED. LUCAS A. TURNER, FL. P.E, NO. 56201 �pltOUtyyhe 0.1,tIORE1N 4, SOPS,< Eriag ... 4...,.- 4 Na 58201 �� : 1900 SW 44TH AYE. 1 * i .1 OCALA, FLORIDA 34474 • P0 9TAT8 OF w`: 3ETy ERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT .0...0".4.1.. e20 AAJ 1'V8l200B dq'V S 2"cati °,.+ leoDa HORIZ SLIDER r 1 OF � NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REC?DAT EACH SET OF INSTALLATION ANCHORS USNG LOAD BEARING SNUB. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. S. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/18".DIA.ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE AMIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 EN WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHAM. BE ACHIEVED. 5.00 WOOD SCREW ANCHORS MUSTBEOFSUFFEIIENT LENGTH TO ACHIEVE AMEN.. EMBEDMENT OF 1318' INTO 2 BY WOOD BUCK. 6. SEAL CORNERS WITH SMALL JONTSEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OFA CORROSION RESISTANT MATERIAL OR COATING. DISSIMILIAR MATERIAL MUST 82 PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MN*IUM SPECS GRAVITY OF G.0.42 8. CONCRETE - MRJ8.WM COMPRESSIVE STRENGTH OF 3,209 PSL C. MASONRY- STRENGTH CONFORMANCE TO AS119 •90, GRADE N. TYPE 1 (OR GREATER}. 10. SEALNG AND FLASHING STRATEGIES FOR OVERALL WATER R2SSTANCE OF INSTALLATION SHALL BE DONE SY OTHERS. THE INFOPMAT1ONOWITAH P WESE la THE SOUI PROPERTY OF CUSTOM WHOLEHNHOSIT THE WHITFEN OREEMAI SYSTEM EiPR rED. LUCAS A. TURNER, FL P.E. NO. 66221 Q;•\ g• •P • .M • _ / WINDOW SYSTE)AS Nu MUM ;II: 1900 SW 44TH AVE. C * : ; * Z OQAl1A, FLORIDA 34474 ;y�;1 STATS OF ; T�ifi ,_j{INCHORSOYFDUL 3 MIS ...0 . A R. P Cs�4.1: 8200 SRn� 111&2008 "Mars tttttt HORIE. SLIDER : AAW seu� NTB 3ttG. NO.: MNS -390 IstrEm — Er 20F8 HEIGHT (f%) (LASS 1113E 243/4 A 27112 29 1/2 31 1/2 A A 351/2 A 17 7/8 +60/ -75 +60/-75, +60/-75 +80/ -75 +80/ -75 291/2 +60/ -75 +601 -75 +60/-75 +601 -75 31 1/2 +60/ -75 +601 -75 +60- -75 +60-75 351/2 +60/ -75 +60/ -75 +/ -75 +60/ -75 iNOt1 -►401? +601-75 +60/-75 431/2 +601 -75 +60u -75 +601 -75 4601 -75 49 +601-75 +601 -75 +60/ -75 +60/ -75 51 1/2 +60/-75 +60/ -75 +601-75 +60/-75 531/2 +60/ -75 +80 /-75 +80-75 +60/ -75 ^551/2 +60/-75 +601 -75 +60/-75 +60/ -75 591/2 +60/ -75 +60/ -75 +601-75 460-75 -75 +60/-75 +60/ -75 +601 -75 +60/ --75 +60/ -75 +60/-75 +601 -75 +601 -75 +60/ -75 +60/-75 +60/ -75 +601 -75 +60/-75 +60 /-75 +60/-75 391/2 A di 1/2 A +60/-75 +60/-75 +60/-75 +54( -75 +60/ -75. +601 -75 +60/-75 +60/ -75 431/2 A +60-75 +60/-75 480/ -75 +60-75 . 471/2 51 1/2 • 114 A +60f-75 A +601 -75 +601 -75 +60%75 +601 -75 +60/- -75 +60/75 +601 -75 +60- -75 +60/-75 +601.75 +60%75 +60/ -75 +60/ -75 +60/-75 +60/ --75 +60/-75 +60/-75. +60/-75 +60/-75 +60/ -75 +60/-75 +60/ -75 +-60/ -75 +60 --75 +6M -75 480/ -75 +60/ -75 +601 -75 +60175 4601-75 +6N -75 X1-75 +601 --75 +60/ -75 +601-75 +60/ -75 +801 -75 +80/ -75 +60/-75 +60/ -75 +60/-75 +601-75 460/ -75 +60/ -75 +601 -75 +60-75 +601 -75 +SO/ -75 +80/ -75 +601 -75 +80175 +60/ -75 +60/-75 +60176 +601-75 +80/ -75 +60/-75 +60P75 +60/-75 +80-75 +60/-75 +801 -75 +60/ -75 +80/ -75 +601.75 +60/-75 +60/ -75 +60/-75 +60/-76 +601 -75 460/-75 + 601 -75 +60/ -75 +60/ -75 +601 -75 +60/ -7 778' OvERAU. INSULATED GLASS Sn8' ANNEALED GLASS 114' AIR SPACE 7118' LAMINATED 3x18" ANNEALED GLASS .090 SENTFtY SAS PLUS 3118' ANNEALED GLASS S6 WFLEX 622 OR MOTMELT TRUSEAL'FP NABS BITE tiLfLSS TYPE A 3/3/ THE INFOWEATI N00NIAPIED IN THIS °WARMS IS THE 80LE P minim oFcus:om WINDOW Erman. O REPROMOTION N4 T.i 1SRIsrs CUSTOM WINDOW aYSEMSC. PROH®r LUCAS A TURNER, FL. P.E. NO. 68201 OTE: 1. IF SIZE INTENDED Is NOT SHOWN. USE NEXT LARGER srZE WINDOW SY~ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Rite: DP CHARTS /GI.AZING DETAIL - LARGE MISSILE D ACT DRAWN etr. AA gam` 8400 'eDDO.: HORIZ SLIDER WALL Nis WV. tE*TER: fsA1t 11/5/2008 Nn. CWS399 3HEfT. 30F8 • I$LC6.- SECT10N N orte sFnws an8/F CUTAWAY sure nsms 22.27.28. Milt 42' . 43. 3D, 53, AND s4 ARE USED BUT NOT SROWN FOR CLARUY. ' ' TYPICAL HORIZONTAL SECTION I NOTW $A5HcU VAWAY " Q it I �� THE INFORMS= CONTAZIED WHG PROPERTY OF CUSTOM WHOLE wenicturive WINDOW SYSTEM ANY FEPASSICTION WHITIM +NOOFC UST S ren, QC S LVGAS A. TURNER. R _ is 22. NO.58201 �O~�N�VYr��ir 1.0*.To9 P ,..+.+„ 4 er ®1ylE.._ ... P186:•+�i� � +may WINDOW SYSTEMS ,•� Mo 58201 :j� 1800 SW 44TH FLORIDA 34474 :-oi =¢� ` SECTIONVEWS-iAR(�EMISSILEIMPACT r9� +: STATE OF 1 § iIE S8 7PNNG NDY: AA.1 ATM 11/612003 11•W'•.4•1, +e . O RHo... WDt NORM SLIDER : TS Nt. No.: CWS•389 1:40l ia agil_iknrle — SHEET: 4 OF lteeai Partl 448331 i.T"5BMWW"_� 31113MIC=MI MID-M11 MUM ILL51-3111; 1'4 >r011111� 1 IIE Y�a ��y .. Kai vLaUgurirrZ771V)/7nliT,'"IterAILL=111 2s 27 28 29 30 at Edinee SkaRat p 0t I! i MEM P4539 =1111.11.1111.11 1 Eli 11L-1 li..1111111111 '6:14-=1111111111•11•111111111L=111 111U-1111 ;7''t.' 12r1.'111.111.1111.1111111111 Mal 1111- rmurzar■•=is 10 7=m p "L: t ' -'- RAI 47 Screan►N1ana) 47 P3433 Malt, TTUSeal,'1t 718' 43I8 31/8` 211/18' 111 4430 PVC FRAME FLANGE -6031 1 iwir 1618' ' p 1/16" PVC SASH BTM. RAIL -6028 0 2715._ -1 1 718` HEAVY DUTY MEETING RAIL -1881 ALUMINUM 6063-T6 I — 4' I 5' FRAME IMPACT HOOK -1577 ALUMINUM 6063 -T6 6• ;� 1/16' REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 0 3116' 2 3/16' 1/16` 1/18' 15/8" 13/1. PVC SASH MTG. RAIL -6027 PVC SASH SIDEl13TM RAIL -6004 1116' 3/18" REIN . S B.RJS.S.R. -1498 ALUMINUM 6063 -T6 1/16" PVC SCREEN CATCH - 6013 1/4' 7A' PVC GLAZEBEAD -6064 THE INFORMATRWCONIAINE3 WWG PAGPEHJYOFCU81t8! Volfil=4 SYSTEMS. MG. ANY REPROXICTION W PART Oil AS AVM= WITHOUT THE WRITE* PERIIU iOFCUSTUMINDOJ SYSTEMS.wO:ffi Pxotaaf ED. 0 REINF. SASH MTG. RAIL -1497 - ALUMINUM 6003 -T6' 1/16' 5/16' PVC SCREEN SUPPORT - 6014 ---7-""1 SCREW SUPPORT -3113 WCAS A. TURNER, R..13 .E. t10. t8201 CORNER WELD (AU. SIDES)) 0 IL - FIXED MEI1NG RAI SCREWED TOGETHER wrni c1,17 318" —, RR TRK 1876 ALUMINUM 6063 -T6 v 2N.. Atg .. i % WINDOW SYSTEMS �•' +Ne 58239 w 1800 SW 44TH AVE. s 4.E OCALA, FLORIDA 34474 • * Lit-5 nnt'" �9 S Era- TAT E Gil kTC 29 82/SION$ ; �,� 8200 + +++r� ` ohip, ,EnS� { ��' HOAIZ..SUDER • +laaHm'''''' /DAM.. i.AARGEM1SS1LE IMPAGT 7E: 11/6/2008 WNG. NU.: Ct al7EET: 5 OF 6 RAWN3YY AAJ sr.ALe NTs VV. flx) itN: Florida Building Code Online • ht tp : / /www.floridabuilding.org/pr /pr app_dtl.aspx ?paratn— wGEVX... BCIS Home i Log In { User Registration 1 Hot Topics ( Submit Surcharge ' State & Facts ! Publiwtlons FBC Staff SCIS Site Map 1 LBrks 1 Search t Product Approval USER: Pub®c User Emit fk_ARII q l Menu > I'rol,4 9Lk170 thte_Sgdrlb > AAGPrapgn LAC > k Son Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorised 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 Ext 207 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 Ralph@ Exterior Doors Sliding Exterior Door Assemblies Evaluation Repo rom 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 IJcense PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10272 R2 CAI 510491A (Eval Reg 8920 impact 16080).odf Referenced Standard and Year (of Standard) Standard Year AAMA /W DMA/1o1/I.S.2 /A440 -05 2005 ASTM E l300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 1 nf 1.2/11/2f)1 0.4M AM Florida Building Code Online '7 nf7 Equivalence of Product Standards Certified By Sections from the Code http : / /www.floridabuilding.orp/pr /pr app dtl.aspx ?param=vGEVX... PA TAS 202/202/203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 04/29/2009 07/08/2009 07/12/2009 08/11/2009 IP FL # Model, Number or Name Description 10272.1 SGD- 8920/8950 "OXXX" SGD - 8920/8950 "OXXX ", 16' x 8', By Pass, Sliding Glass Door, +/- 67,5 DP, IMPACT Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 192° x 96 ", +/- 67.5 psf, IMPACT. Installation Instructions F1-10272 R2 II CWS-252Q (SGD -8920 O)XO IMPACT).ggff II DuPont SGP NOA__07-1116 :14 E .0-1.0222 —8-2 FL10272 R2 I1 Mikron NOA 06 -1220 ()Lag Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL10272 R2 AE 510491D (Eval Reo 8920 Impact 160801 odf Created by Independent Third Party: Yes 10272.2 SGD - 8920 /8950 -90 Degree SGD - 8920/8950 90 degree, 16' x 16' x 8', By -Pass and Pocket, Sliding Glass Door. 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, Max. 4' x 8' panels, DP = +/- 67.5 Psf• Installation Instructiions FL10272 R2 1I CWS -253D (SGO-8920 90 Deg Impact) pdf FL10272 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL10272 R2 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL10272 R2 AE 510490E (Evai Rea SGD-8920 90 Deg).odf Created by Independent Third Party: Yes Department of Canuntarltv arrows Flerkla Building Code Dame Codes and Standards 2555 Shamed Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (950) 414 -8436 0 2000 -2010 The State of Florida. All rights reserved. privacy Statement 1 Co0vrtaht Statement 1 Ac'a df 1 Fh:o-in Softwnrn 1 em Sa v n survey I Contact US Product Approval Accepts: rega I agr®r" aAT Y u wits -itv str•rx4 12/11/2(11(14:12 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 336 -94$ -9695 Manufacturer Custom Window Systeme 9900 S.W. 442. Avenue Ocala, FL 34414 Product Line: 8920 bypass PVC SGD with Aluminum Frame — impact resistant Report No.: 810491A 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 9 13-72.070 method 1(d). The product Listed herein complies with requirements of the Florida Building Code.' Product description: Sliding Glass Door, impact resistant. Main frame made of extruded Aluminum 8063-T8. Main frame was coped and butted, comer construction. PVC panels are welded and mitered comer construction. • Supporting Technical Documentation: 1. Approval document: drawing number CWS -252, Revision A sheet 1. of 10, titled 8920.bypass PVC Sliding Glass Door, prepared, signed and sealed by L Roberto Lomas P.E. 2, Test report No.: NCTL 210 - 3429 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL. 8920 PVC SGD with Aluminum Frame. TAS 201 -94 Large Missile Impact Test • TAS 202 -94 Uniform Static Air Pressure, 167.5 psf design pressure, 10.125psf water Infiltration TAS 203-94 Cydic Pressure loading 367.5 psf design pressure 3. Test Report No.: NCTL 210- 3429 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories. Orlando, FL 8920 PVC SGD with Aluminum Frame AAMA/WDMA/CSA 101 /1.5.2/A440 -05 Design pressure: • • ±67.5psf. Water penetration resistance: 10.125psf ASTM E 1888-02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile impact, Level D, Wind Zone 4 ASTM E 1888/E 1996 Cyclic Load Test, ±67.5psf design pressure 4. Anchor calculations, report number 810412A, prepared, signed and sealed by L Roberto Lomas P.E. Untlons and Conditions of use • Maximum design pressure: ±67.5psf • Maximum panel size: 49 3/8" x 92 7/8" • Maximum D.L.O.: 42'/•° x 85 % • Configuration: Unlimited number of panels is applicable as long a panel size stated herein is not exceeded • units must be glazed with 1" IGU consisting of outboard Fite 3/16" Temp — Air — laminated inboard cite consisting of 3/16- Ann — 0.090" DuPont Sentry Gies Plus PVB intertayer — 3/16" Arm, per ASTM E1300. • DuPont Sentry. Glas Plus interlayer per NOA 07- 1116.04 . • 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. • Main frame material to be Extruded Aluminum 6063-T6 • Panel material to be white rigid PVC per NOA.06- 1220.01 installation: • Units must be installed in accordance with approvafdocument, CWS -252, Revision A. Certification of Independence: Please note that l don't have nor will acquire a financial interest in any company manufecturi product(s) for which this report is being issued. Also, I don't have nor will acquire a finericielit Involved in the approval process of the listed product(s), :gam ;• :d 1 on 1 tag the itityTther entity r r f ;r • 15 (�4�j7- Q�jH�I . 4 �`. • Id .•cif^ to 1�.P 4;11 • 1? .J SLIDING GLASS DOOR (IMPACT) 140 MAUI LOOT LOUTH SAAX. PANG. WIDTH ALUC MASS OLD x tame PAPAM& HEIOHf TABLE OF CONTENTS GENERAL NOTES & ELEVATTONS..'.......,,a1 ANCHOR SCHEDULE AND NOTFS. - 2 CONFIGURATTON3,_ „ . « « „M .....3 DESIGN PRESSURES & GLAZING,_-- .......4 SECTIONS & ALT. FRAME -- 5 EXTRUSIONS & BILL OF MATERTALS.....r.$ INSTALLATION D$TM —,.....»,»...........7 -10 WIPACT REQUIREMENT': 1. THE PRODUCT SHOWN HEREO1 TS DESIGNED AND MANUFACTURED TO COMPLY WITHTHE FLORIDA BUILDING Cone. CURRENTEDILRON 2. GLAZING DETAIL: (SEE SHEET 4) a. APPROVED CONFIG URATIONS :'017N,'N10",`X/1C.*ow,'0 0(O';Toccata 707DOD00C0' 4. DESIGN PRE4SURES: (SEE TABLES -SHEET 4) - NEGATWE DESIGN LOADS BASED ONTESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E i30D. S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7-10 MR ANCHOR DETAIL & PRODUCTS APPROVED FOR IMPACT RESISTANCE 7.ALL FRAMES ARE PROCESSED AND SGREWEITOGETHER. PVC VENTS FULLY WELDED, ALUMINUM VENTS GLUED AND SECURED WITH CORNER KEY. 6. REFERENCE TEST REPORTS: NCIL.210- 34281, 210. 3423 -$A. 9. SERIES!MODEL DESIGNATION SMD-8220. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, SUCH OR FAAMNG IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWU4& X60PERABLE SASH. 0..RX O SASH. 12. EEC 18N CALLOUTS APPLY TO AU. CONFIGURATIONS. A UPDATED PER NEW FBC REQUIREMENTS iOOQSW 44TH AVE FLORIDA 34474 .... . A. PDDPRE WIYAlO COIMOODTAL THE INFORMAITON COITTAFI6D&MTHISDA OOGIS THE SOLE MOODY OFCpy'TOIt, WMIOW ONIVIDDL RB:.ADYE ROeVCTICN INPARROR AS AWHOLEWmf I!•THE WRITTEN PIDOOSSION OFC16Tp*WHLOWAYOOEt84. NOMP . MAX (TYP) SEE NOTE 2 MAX awl MAX (iYF9-1– 1 MAX O.C.(TVP) Ewrra2 INSTALLATION MAX IT O.O.urn t,r f1 moms 115AIL41G ITVPIJ �tl I MAX r' f MP) MAX CIVP)� MAX (lYry� --. 15 MAX0.l4TY f MAX O.O.ITTP) 5EENOTE2 0 TNRU-PRi1R1MU YZ UW OM MAX ITV) 15 MAX ELM ITTPI K ' Kt MAX 04.(11119 11 11 • 0.J. /.13216 2 IT5PJ it • tt T. r .5 •1 x x 1) 1. n1. • - 11111 ANCHORIAYQUT /mu 1WA&N (mosaaw on wan 0 . .tl •• • T 11A OC. IITYP) N5TAUAT0N ANCNONS( I 7th NF> wocae woon NOTES: 1. INSTALL'INID ANCHORS AT EACH LOCATION. 2 SHIM AS RED AT EACH SET OF INSTAULATION ANCHORS USING LOAD BEARING S}SMS. MAX. ALLOWABLE SHIM STACK TO BE 114`. USE SHIM'. WHERE FACE GREATER THAN 1/16' IS PRESENT. a. LOAD BEMING man *mum commuomo OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT M.WWED. 4.3/10' DUI. aco TAPCON MASONRY ANCHORS MUST BE OF SUFFICIMAT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 Nr INTO MASONRY TNRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. 5. *10 D!A W000 SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH ID ACHIEVE A MIN. EMBEDMENT OF 1 1!2" INTO 2 BY WOOD BUCK, OR FRAMING. B. SEAL CORNERS WITH SMALL. SEAM SEALANT._ 7. ALL INSTALLATION ANCHORS MLST SE MADE OF A CORROSION RESISTANT MATERIALOR COATING. t INSTAUATCON ANCHORS SSHAI L BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION LNSTRUC11ONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIER BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES :; A WOOD- MINIMUM SPECIFIC GRAVITY OF 40:42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,201E PEN. C. MASONRY- STRENGTH CONFORMANCE TO ASTM 0.92 GRADE N. TYPE 1 LOR GREATER). •* PHOPMETARTAMOCONFEMMIAL THE PIFORAAA110N OONTAT.¢UN TMS DRAWS GT1E sou PR PFATYOFw5W1 WINDOW MITTEN PERMISSION OFFMMA=who=`•'wLL F IM PASTOR 1P .R4 i0 . - • ANCHOR LAYOUT ' MINA PAWS MEOW, OR 1 OETAL A AICHOR LOCATIONS FOR INTERLOCKS & ASTRAGAL UPDATED PER NEW FUG REQUIREMENTS 07/28108 DATE ANCHOR SCHEDULE & NOTES - LARC3E MISSILE IMPACT GVIS - 25 20F 1D i:i r� m q . • L' OVERALL MAPEOSIGLASS dC A9t SPACE war ANNVALEIKEASS 101 SOP INNER LAYER wit moitauisouss air SIM 8W 44TH AVE. .L FLORIDA 34474 PROPIEETARVANDCONFLOIMAL WRITLERFERWEVIONOPCUSTOU MOON SVRTEI $.010.1SPAOffiat1E1. AbE HUG= (PI) WIDT8 (IN) COMIC GLASS TYPE 80" 84" 90" 96" 60" OX A +6751 -67.5 +67.51 -675 +67.51 -674 +675 1-675 60" XO A +67 -473 +67.5 /-67.5 +6741 -67.5 +67.5 1 -67.5 72" OX A +67.5 / - 67.5 +67.51. 67.5 +67.51 -67.5 +6751 -673 XO A .5 +6751.67.5 +67.51.67.5 +67.5 I-67.5. +67.5 / -675 OX A +675 / 47_5 +67.51 -673 +67.5 / 47.5 96" 113 . A +674/ -675 +67.51 -673 +6751 -673 +6751 -673 91 1/2" OXO A +67.51 -67.5 +6741.675 +6751 -67.5 +67.5 / -67.5 145112" 0760 A ' ^ +673 / 47.5 +67.5 / 47.5 +6751 -674 +67.5 1 -67.5 871/18" XXX A +67.51.67.5 +6741673 +67.51 -674 +675 / -67.5 141 11117 v A +67.5 / -67.5 467.5 / 47.5 +6741-67.S +67.5 1 474 1191/16" OX f A +6751474 +67.5/47.3 +6731 -67.5 +6731.67.5 1911/16". OXXO ' A +67.51 -475 +6731.67.5 +67.51 -674 ++67.5/ -67.5 1145/8" UU . A +675 1-675 +675 /-67.5 +67.51 -675 +6731 -67.5 189 5/8" . XXXX A +6751- 613 +67.5 1 .67.5 +615 / 475 +6751 -673 1743116" 030=0 A +67.5 1-67.5 +6731.67.5 +6741.673 +67.51 -67.5 282 3/16" 030=0 A -67.51- 675 467.51 -67.5 +6751.47.5 +67.51 -673 2295/18" OXXXXXXO A +6741 -67.5 +6731 -67.5 +67.51- 673 +6751474 373 5/16" t)7 $O A +673 / 473 +6731 -67.5 +67.5147.5 +675 / -67.5 L' OVERALL MAPEOSIGLASS dC A9t SPACE war ANNVALEIKEASS 101 SOP INNER LAYER wit moitauisouss air SIM 8W 44TH AVE. .L FLORIDA 34474 PROPIEETARVANDCONFLOIMAL WRITLERFERWEVIONOPCUSTOU MOON SVRTEI $.010.1SPAOffiat1E1. AbE ,11.10•000■••••100.0.IT 0 (D VIEWS- LARGE MLISLE MISSILE IMPACT Mr,r44.1ir yalon SECGON B-B SOP 10 NOTE: Ali exTRusioNS ARE 6083-111 n s. 1 16230627,1631 2 1624,15281632 VENDOR DESCRIPI1ON 3870 FRAME, JAM 3871 FRAME, FEAD 3 1625,16291633 4 1626,1530,1634 5 . 1+6032 6 1+6032 7 11-8032 3892 FAME, SU. 3690 FRAAE, SLL INSERT 9 10 11 12 13 14 15 18 1+6032. S-1590 HAM S-6037 1+1653 1+1652 S-1618 S-1597 5-1649 PANEL 70P & BOUM RAL pAhEL., LOCKSTLE pANEL, MERL= PAAEL, FIXED HAL PANEL, FEWORCBAENT, EXF RARE, ESL 61T6FLOCK, AG PANEL, 1° GLAZE9EAD ASTRAGAL, ET ASTRAGAL, oAP, FIXED PANEL CLP, RIM PA193_CLP, COVER, SG. THIESI4OLD, Err 17 P-3793 18 P-3792 19 R3142 20 P-3032 21 22 P4535 23 S-6046 24 P-3429 25 26 3-1943 28 R3789 29 R3316 30 P-3767 31 32 S-1639 33 P4215 34 14-1198 ViDEMSE LOCK KEER31 TANDEM FELLSS SETTN3 BLOCK -GLAs8, 1"; 3/6-0=663 xi/ 7/15 S08' LA5113/16" AN..:090 mime!. AN.) #8x 3/4, PAN, OUADREK 8738 WELD SUPPORT - WS7P. .270 X .167 GRAN, Ft4 tor TRUSEAL ?SU, ON U33COV91 DEAD) HANDLE KW WSTP. .$40X .167 GRAY, RI #10 X 1 1iDT1-161D TEX #10 x 1 1/2 RAN PHIL SIAS SbLetP COVEF1 WEEP HOLEDOVER S-1644 38 SA 845 39 S-11.09 TRACK ADAPTOR, HEN ABE &UPON LB3COV ER (JA183) SLP ON LB3 COVER (SILL) SCREEN TOP HAL SCREEN BOTTOM L SCREEN LOOGSTLE 40 41 42 S-1110 1+1108 1+1107 43 3-1600 44 P-3320 SCREEN NTERLOCK SCREEN WSW ADAPTOR WS-1P. .170 X .167 BLACK NO FIN pOTE ITEMS 2787,36 APE 07 119611 IN Tins PRoDUC 2 TE HEAD- 1624 2 Tit HEAD 1822 Dlitir 4 TIC HEAD- 1632 82116' 11 41 t 211(JAMD-1023 628' tet 311CJA*63 - IBM 73-1 I?) t 112242-CREEM63T- t548 • 4„..— et! t t 011/1r 4I1W4618-101 2 21( WERT -162a 31121163ENT. s 411262MT-16M • . - s•A - P1101166120T4U60 cetalteata tHe INFORIAATIONCENTASIED sill12211164616G Is THE EIDos Enron. sr. my EARODIDOn 63 pAra DE s eAA th A nviioio sEj Rzr. y toa 24 viarrrE9 P62mismoN0F9999:91vi1ar3ow 0206386.1=121PED48D63. A • • t sistr suceAH16-6660 THRESH= - 1649 AETHAEAL 1553 &INFIXED PANEL. cOvER - 1627 PlicatA2526EA0-6837 rr 44&$G0063. 1644 721. 4/16' Li HEIHRISE 1 Do 11214 COVER - 1E77 31116' . r— 3 1/4.---1 032111cciVEH-1252 MED PANEL DUP .16111 1.720 PVC WELD EUP. -6246 62666 'MAHAR. - 1162 • 1 316. 1 7/9* EMSHICLOCK - 1107 SCRNETAIHAL -1110 my r 90159.0c8 • Ism EMI 689/170/1 .1630 UPD 771T-7,.; • 1 REQUIREMENTS 07129/08 : • REVISIONS • 1900 SW 44TH AVE. OCA1_A, FLORIDA 34474 j4T.ae jaNIMNS&MMK-LAR "AWN I • • MC WONG 01.555 0009 ot. Lb/1901 4I"L'8920 BYPASS 80A0E: .E.NO.52514 • DATE missiLE IMPACT lame 7124,3005 Mu. atoz GINS - 252 6 OF lo ADE NTS lEv.LEITEF2 A sHEET LEM (rAr.I )� 14 MAXIMS IEEE NOTE 2&3 SRBETIy JAZ ROM REX +.Q. I e CONCRETSMnSOxaY BY OTHERS BffieOMENR) S MERSTOMASONRY SY OTHERS BYC[ Y GAUUCSEITIEEN SUCK AND OMENS SY OTHERS 2?T1W HUT/ W INSTALIER LUC (MN.EMBEOMOIT) OK EMU GIST.) PAW MEN EDGE '4 • Qb. . o EKIERIOR Flaw BY OTHERS MN DIA. GARY ANCHOR W Sr FLAT WASPE2 MUMMA:ER SCR MASSY INSTALLER EW . p " ' P SEEL EDGE ORLI INSTALLATION ATCROR. ANCHOR 110 FLAT WASIER 1 BY W000 BUCK ST OTHERS JAMIE PERIMETER 4AULR BY INSTALLER flOBEE . RV PERIMETER cALtI.K INSTALLER PERIMETER CAW( EYINSTALLERR The MAXSISTA NOTE E3 SHEET g) I WPM= SUM ' BY OTHERS DOOR FRAME NEAR CALAX I STALLLLERR RBY Mr DD1A. MASONRY ASANt141314 Ur FLAT WASHER EVEMLQA CAULK UNSER SCREW FWAD ST INSTALLER BILL TO SIT IN SEO OF CONCRETE SYINSTALLER DOOAFRANS SILL 1113HRT3fi SAL BEAU OFOA1LK BETWEEN WA= SBL AND FEMME SYINSTALLEA NSTAL ATIER NHY*M. Stir SUL MASONRY ANCHOR it Ire FLAT WASHER EICIERIOR MEN BYO HERS (DIN (ALA 1� EN • D O O OPDJNRBYOTHE SYOTHERS PERIMETER YIN:T .E NOT OOYER WEED HOLES 2 tt2' (MBNt EDGE 0ISt ts> COIIC2ECERdASONRY BYOTF D � 4111, .1 - A.% Mk EIMEnmENT) .I x T: :: . ®VERTICAL SECTION pPOatdMYANOOONm�em FRAM (ILASONFrn T1ff Bo-ORMAIION OO5ITANED INTRIS DRUMS gP$USi1JM WINDOW STRUMS, WRITTEN 1020# ANY REPRODUCTION 2STiOMINNBOW S B1E1 .IIJC.I.IIZD WHOLE T81. ME 1900 SW AVM AVE. OCALA, FLORIDA 34474 I. a +14 .: 1 Ivf. 712412096 -252 11l= 32144. DIADIED2230 BYCMHEAS J_ (s2B O1M B 50ET4 i lFIB l PANE,CUPBCREM NoTE2a3RHEUM -1 IMIERIQR 21013000 SCReiE CTS uT FIAT WASHER AND OPENING BYof RS HEAR BY DAWDLER EXTEMON SHEA'Rl1O- BYOTI4E S 001..EMDEDWITI 2 IJ2 t p WOT .d air ...7.iiiiin _ __....„;.I Ill -I:1 ro 7.4-tg:____/:-H caw mom amposr MD BY BSTA . DOOR MOM DOOR 4A113 FRANS 111= (VOL IEMSEDMENT) D D. ' NSTALATLLY Mahan. now000 SCREW w 1ACFLAT WASMB BYQfl S Wog OMAXEE7WEEN BUCK AND OPENING BY OTHERS ER 1331111103 ANEW BYOTHERS O'. PERIMETER &DIM 8Y 1NSTAL1.E • PERIMETER CAMS 101 INSTALLER EXTERIOR S1IEATB% .3 BY OTHERS s Q • CQ0 - SYOI PHiBSETER oak BYASSI'A LEG DOORFRAME HEAD clEumtamEo smart 11EAD ET INSTAUElt JL4 DVXSHBA BLUE NOTE2a2 OHM 2) B OTh 8 T * RS WM WHAT WASHER EXTERIDH SLL TOSIT N BED OFCONCRETE SEMETALER DOOR ROME S1L mammal ouitaa oismukpoo Golan wEEP HOMO UDC pea. Etto0 l$Ta MILE mom scRCW HEAD SYINSTALLER H RISE SAL DEMOPCAIAX SETWEENN 91ISEa AND MAW LLLRTAL mebta ANCHOR, 3I B' Dub MASONRY AMNON El M 112 FLAT WASHER pa,. -•- — GONIGRE:EDAASOINflC! • MOTHERS o- 1 I! E (MN. ELIBEDMENT) I 3+ 11 (/Cy VERTICAL SEC :z) FRAM 28I/WOOD BUCK SYODOM ExTERIOR FINISH BYO BI%S nntv�llsIlvA1 FAAME(MASONRY) ISM SW 44TH AVE. OCALA, FLORIDA 34474 TORN DETAIL. IN PROPRIETARY Afu RAL L t w ! tas.- y q �. o r rna� P110 IiTYS • 2>R L • macaw SYSTEM aC.AMYREROMICTIOta IN MOOR ABA f � 111E N70 MATmN CONTAINED INTTB DUMB 13T04 ECM WRITTEN PERMOSION oammawhim/ EYSTEDL NO IS PROHS3EIL FL RE. 62514' • e ::ter -i- ,LEi7'aR: A �AEETi BOF 10 :ra�r v gal MIZxYN t a a TRACK SILL if • PROPRIETARY *roeowReeag Li7KKA8' i ' imoP onWS D xXwtva sata tY • * L` BFpti WINDOW .M.AN AYO writrrrx oFgstouvawuwS MS,tic..EraagTED. • • FL P.E.t14. ¢2514 VERTICAL SECTION kil FRAME (MASONRY) 4 TM= SILL UPDATED PER NEW FMC REQUIREMENTS 0728/08 REVVSIONS DATE e I r� 44TH AVE. =FLORIDA 3447'4 TEND AIL - 71242008 CKt9 -252 SOF iv VPASS LUC Boonicetio CONCRETERAASONRY olliaRs 1, • a • 4 oar . a• itg MAX suss (BEE lens AS WEST 21 CAULK Utalet SOREN WAD BY INSTALLER INSTALLATION vis hosomemclitAto or RAT WASHER ;•": 4 or • .0 0 b. aERNETER Mai • ay [WALLER 1 WI moo inica aY mace EassooR mass WORLDS \ HORIZONTAL SECTION 4.0.1 FRAME( MASDNRA 3 TRACK JAME . 1 Ur PAL OBIEBLIENT1 CONCRETEAIASONAY FccoTHEAs ' r 9 • 0 9.Act; 1 VAX OHM MME NoTEB 2 63 SHEET CAULK UNDER acREw MAD BY INSTALLER eastiormom ANCHOR. 3/16 Ot6.M8031BYN4HQ. / IATTLAT WASHER SOON FOAM JAMS • PERINETER CAULK BY INSTALLER 1 BY VKI00 BUZ By ME% EXMOOR FINISH !PIOT/ESNS eamma.rC-ra0 4 TRACK JAIL UPDATED PER NEW ESC REQUIREMENTS REVISIONS • o ,.. . . • 4 .• . • • .... ... . fooNalsTANTANa ooNFLIENTIAL .. . • , 4 ! . -.. • .. .. THE INFORUOION wootoe3 Ol114211RAWING ISS oDPOYTAENMTS a C ' • MOM SEM. N.ATREPRUCHONOI PONA WOE WITO • L 6124ERT0 TAMN PIMSIONOOSTOLOWCN SS0.1S POlomED. h.biliAO . . , : FL P.E.Nolle¢i4 -.4. * vo,q. FCORIDA 34474 • 07/23/08. DATE AUATION DETAIL- LAR E MISSILE IMPACT DOOR •••• • . e .t - .t,%..v.ot • . . . r 717 IIME1111111111111r- ' - 7/24/2D03 CW -25 10 CIF10 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion — L.M.L APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10/01/07, with revision B dated 09/29/10, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 09- 1021.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode MIA•I.DADE COUNTY APPROVED NOA No. 10-1004.01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 Page 1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M07 -04, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullions ", dated 10/01/07, with revision B dated 09/29/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of Series 100 Mulled Single Hung Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 100 Mulled Fixed Windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 07- 4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07- 1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel P = ' E. Product Contro 'Exami er NOA No. 4.01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated September 29, 2010, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 09- 1021.11, issued to SIW Impact Windows LLC for their Clipped Aluminum Tube Mullions — L.M.I., approved on 02/10/10 and expiring on 11/21/12. Manuel Perez, Product Contro xami . r NOA No.. i -10 i .01 Expiration Date: November 21, 2012 Approval Date: November 11, 2010 E -2 4 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE. MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHOREO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6.000 1_2.000_I INSTRUCTIONS- USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRO 7 AND ANCHOR CHARTS STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 A80VE. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. 7G Ili/ 1i 11=1.1111110 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr. .WVAO AHMAO CIVIL FL4. PE jT 70502 CAN. 3538 92 TYPICAL GLAZING PRODUCT 1.000 4.000 resimuCF REVL8ED a complying IT* t§e Inaz16 W88 Cale C F l ALUMINUM TUBE MULLIONS 0 z 0 m (3N " O_ zu, W4 00=o u LO U I < 0 Iv 0. (8)010 8 c q a 81 `Oo 8 8 S c 1 1 8 drawing no. M07 -04 Sheet 1 of 7 3.000 1.000 p- q 125 TYP. 1 X 3 STD. MULLION 6063-16 4.000 y 1.000 p- 1 X 4 STD. MULLION 6083 -T6 1 1.000 r 1 X 4 CUSTOM MULLION 6063 -T6 4.500 1 -1/4 X 4 -1/2 CUSTOM MULLION 6063-16 MULLION LIP (6063 -T6) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO 1BY TUBE MUWONS. 4.000 .125 TYP. 2 X 4 STD. MULLION 6063 -T6 2.000 ---1 4.000 .250 TYP. 6.000 jam- 2.000-1 _.125 2 X 6 STD. MULLION 6063-16 TYP. I 2.000 --1 6.000 2 X 6 HEAW MULLION 6063 -T6 .250 TYP. MULLION CLIP (6063 -T8) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO 2BY TUBE MUWONS. 2000 NOTCH OPTIONAL .125 2.000 CLIP 6063 -T6 Enyt: ..LW AHMAD OPAL TP,$iAL0592 94- PRODUCT ROMEO addirA AanaVerrc Bata .tae .(O ifou g a � 0 4 8 O 1- 0 0 ALUMINUM TUBE MULLIONS q0 d 1 6 drawing no. M07 -04 sheet 2 of 7 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WIA1009 DIMS. WIDTH (w) 19 -1/8° 28 -1/2" 30" 37" 42" 48' 54" 80" 88" 72" 19 -7/8" 26 -1/2" 30" 37" 42" 48" 54" 80" 66" 72" 19 -1/8" MULL SPAN I X 3 STD. 130.0 1 X 4 STD. 130.0 104 CUSTOM 130.0 I-1 /4 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 4 -1/2 CUSTOM 130.0 2 X 4 STD. 130.0 2 X 4 HEAVY 130.0 2 X 8 STD. 130.0 2 X HEAVY 130.0 WINDOW DIMS. MOTH (W) 19 -1/8' MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 4 CUSTOM 1 -1/4 4 -7/2 CUSTOM 2 X 4 STD. HEAVY HEAVY 1111413019 DIMS. DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) NULL SPAN CUSTOM CUSTOM HEAVY HEAVY 38 -3/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 123.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 112.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 103.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 28 -1/2" 30" 37- 42' 48" 54" 80" 68" 72" 19 -1/8" 78" 84.3 130.0 130.0 130.0 1300 130.0 46.4 99.5 130.0 130.0 130.0 130.0 130.0 41.0 87.9 130.0 130.0 130.0 33.2 71.3 111.8 130.0 130.0 130.0 130.0 82.8 98.3 127.5 130.0 130.0 130.0 54.9 88.0 111.5 130.0 130.0 48.8 78.4 99.1 130.0 130.0 44.0 68.8 89.2 84.2 130.0 130.0 40.0 62.5 81.1 104.1 178.7 51.5 38.6 57.3 74.4 53.5 130.0 42" 37.9 78.9 130.0 42.8 39.9 71.2 11 7.0 37.8 50.3 130.0 40.8 51.0 79.5 130.0 39.3 112.6 34.9 49.0 44.6 40.9 50 -5/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 115.3 730.0 730.0 130.0 130.0 130.0 130.0 1300 101.8 130.0 130.0 130.0 130.0 130.0 1300 130.0 88.9 130.0 130.0 130.0 130.0 1300 130.0 130.0 79.0 127.2 130.0 130.0 130.0 130.0 130.0 130.0 71.1 114.5 130.0 130.0 130.0 130.0 130.0 130.0 64.7 104.1 730.0 130.0 130.0 130.0 130.0 130.0 59.3 122.1 95.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 26 -1/2" 30" 37" 42" 48" 54" 60" 86" 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54° 80" 84• 45.9 61.1 42.8 93.8 30" 42" 54" 60" 132" 44.5 59.3 41.8 115.8 83.4 130.0 37.8 73.7 59.8 33.8 98.7 40.9 75.2 67.7 33.5 58.4 ot 0 t Cecil urgila 26 -1/2" 30" 37' 42" 80" 66" 72" 18 -7/8" 28 -7/2" 30" 37" 42" 48"" O 88.7 130.0 130.0 130.0 130.0 130.0 130.0 130.0 77.8 130.0 130.0 130.0 130.0 130.0 130.0 1300 63.1 119.9 130.0 130.0 130.0 130.0 130.0 55.8 105.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48.8 92.4 130.0 730.0 130.0 730.0 130.0 43.2 82.2 128.5 130.0 120.0 130.0 130.0 38.9 73.9 115.7 130.0 108.0 130.0 730.0 35.4 87.2 105.1 124.3 98.2 130.0 130.0 130.0 32.4 81.8 98.4 114.0 00.0 130.0 130.0 130.0 88" 72" 98" 110.4 130.0 130.0 130.0 130.0 130.0 37.2 79.7 124.7 130.0 118.4 130.0 130.0 32.8 70.4 110.2 130.0 130.0 57.1 89.3 118.8 130.0 130.0 50.3 78.7 104.7 73.5 130.0 130.0 44.0 68.8 91.8 64.3 130.0 39.1 61.2 81.4 130.0 35.2 55.1 73.3 32.0 50.1 86.6 102.3 130.0 34.5 74.0 115.8 130.0 108.1 130.0 130.0 53.4 83.5 171.2 78.0 130.0 47.2 73.8 98.2 38.2 59.8 '79.6 99.6 130.0 33.7 52.7 70.1 49.2 87.7 48.1 61.4 76.8 41.0 54.8 88.2 130.0 26-1/2" 30" 42" 45.8 89.0 32.9 41.2 64.3 56.8 40.5 65.2 57.9 38.9 49.1 33.5 44.8 30.7 40.9 71.8 130.0 54- 80" 88" 72" 74 -7/4" 74.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 53.8 115.4 130.0 130.0 130.0 730.0 130.0 130.0 47.5 101.9 130.0 130.0 130.0 130.0 130.0 130.0 38.5 82.6 129.3 130.0 120.7 130.0 130.0 130.0 33.9 72.8 113.8 130.0 108.4 130.0 130.0 130.0 63.7 99.7 123.1 93.1 130.0 130.0 130.0 58.8 88.8 109.4 82.7 130.0 130.0 130.0 51.0 79.7 98.5 74.4 130.0 730.0 130.0 48.3 72.5 89.5 87.7 120.7 130.0 130.0 42.5 88.5 82.1 62.0 110.6 120.1 130.0 19 -1/8" 28 -1/2" 30" 37" 42" 48" 54- 80' 88" 72" 108° 51.8 81.3 108.2 75.9 130.0 130.0 37.5 58.7 78.1 54.8 97.7 130.0 33.1 51.8 69.0 48.4 130.0 42.0 55.9 39.2 109.1 130.0 37.0 49.3 32.4 43.1 30.2 53.9 130.0 38.3 130.0 34.5 43.1 32.3 40.4 112.3 103.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL PAULLION " 7 ' PRODUCT CAL ` Nomnn T PR C HORIZONTAL PAULLION " 7 ' PRODUCT Y 3 GLAZING PRODUCT GRADING PRODUCT MULUON SPAN TYPICAL MULLION ARRANGEMENTS WAvAD AMMO FL4. PE 1 70592 CAN. 3530 a--;9 PE1G33/UCY HEWED Orlft:3 Cask ot Dia OF ALUMINUM TUBE MULLIONS 0 0 Zig 0 - • cn c0 0 drawing nO. M07-04 sheet 3 of 7 sheet 4 of 7 3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (9) MULL SPAN A H C D 19-1/8" 130.0 130.0 130.0 130.0 26 -1 /2" 130.0 130.0 130.0 130.0 30" 130.0 130.0 130,0 130.0 37" 120.5 130.0 130.0 130.0 42" 36 -3/8" 108.1 130.0 128.7 130.0 48" 120" 92.9 130.0 112.8 130.0 54" 82.6 130.0 100.1 130.0 60" 74.3 120.1 90.1 130.0 66" 67.5 109.2 81.9 130.0 72" 81.9 100.1 75.0 130.0 19-1/8" 130.0 130.0 130.0 130.0 26-1/2' 127.5 130.0 130.0 130.0 30" 112.6 130.0 130.0 130.0 37" 91.3 130.0 110.7 130.0 42" 5 5/8" 80.5 130.0 97.5 130.0 48" 94° 70.4 113.8 85.3 130.0 54" 62.6 101.1 75.9 130.0 60° 58.3 91.0 68.3 130.0 66" 51.2 82.7 62.1 124.1 72" 48.9 75.9 56.9 113.8 19-1/8" 130.0 130.0 130.0 130.0 26-1/2" 102.5 130.0 124.2 130.0 30" 90.5 130.0 109.7 130.0 37" 144" 73.4 118.6 89.0 130.0 42" 64.7 104.5 78.4 130.0 48" 63" 56.8 60.0 68.6 130.0 54" 50.3 53.3 61.0 121.9 60" 45.3 ' .1 54.9 109.7 66° 41.1 66.5 49.9 99.7 72" 37.7 61.0 45.7 91.4 19-1/8° 120.5 130.0 130.0 130.0 26-1/2' 86.9 130.0 105.4 130.0 30" 78.8 124.1 93.1 130.0 37" 62.3 100.6 75.5 130.0 42" 74 -1/4" 54.9 88.7 86.5 130.0 48.0 - 77.6 58.2 116.4 48° 80.0 54' 42.7 69.0 51.7 103.4 60° 38.4 82.1 46.5 93.1 68" 34.9 56.4 42.3 84.6 72" 32.0 51.7 38.8 77.6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D 19 -1/8' 114.7 130.0 130.0 130.0 26-1/2" 82.8 1 30.0 100.3 130.0 30" 73.1 118.2 88.6 130.0 37" 59.3 95.8 71.9 130.0 42" 78° 52.2 84.4 63.3 126.8 48" 120" 45.7 73.8 55.4 110.8 54' 40.8 65.6 49.2 98.5 60" 38.6 59.1 44.3 88.6 66" 33.2 53.7 40.3 80.6 72" 30.5 49.2 38.9 73.8 19-1/8" 106.5 130.0 129.1 130.0 26-1/2" 76.9 124.2 93.2 130.0 30" 67.9 109.7 82.3 130.0 37" 55.0 89.0 66.7 130.0 42" 48.5 78.4 58.8 117.6 48" 94° 42.4 68.6 51.4 102.9 54" 37.7 61.0 45.7 91.4 60" 33.9 54.9 41.1 82.3 66" 30.9 49.9 37.4 74.8 72° 28.3 45.7 34.3 88.8 19-1/8' 93.2 130.0 112.9 130.0 26-1/2" 67.2 108.7 81.5 130.0 30' 59.4 98.0 72.0 130.0 37" 144" 48.2 77.8 58.4 118.8 42" 42.4 68.6 51.4 102.9 48" 98° 37.1 60.0 45.0 90.0 54" 33.0 53.3 40.0 80.0 60" 29.7 48.0 36.0 72.0 86" 27.0 43.6 32.7 65.5 72" 24.8 40.0 30.0 60.0 19-1/8' 82.8 133.9 100.4 130.0 26 -1/2" 59.8 96.6 72.5 130.0 30" 52.8 85.3 64.0 128.0 37" 42.8 69.2 51.9 103.8 42" 37.7 61.0 45.7 91.4 48" 108" 33.0 53.3 40.0 80.0 54' 29.3 47.4 35.6 71.1 60' 26.4 42.7 32.0 64.0 66" 24.0 38.8 29.1 58.2 72' 22.0 35.6 26.7 53.3 ALL LOADS ARE. EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A H C D 19-1/8" 74.5 120.5 90.4 130.0 28 -1/2' 53.8 86.9 65.2 130.0 30" 47.5 76.8 57.6 115.2 37" 38.5 62.3 48.7 93.4 42° 33.9 54.9 41.1 82.3 48° 120" 29.7 48.0 36.0 72.0 54° 28.4 42.7 32.0 84.0 60° 23.8 38.4 28.8 57.6 66" 21.6 34.9 28.2 52.4 72" - 32.0 24.0 48.0 19-1/8' 67.8 109.5 82.1 130.0 28 -1/2" 48.9 79.0 59.3 118.6 30" 43.2 69.8 52.4 104.7 37" 35.0 56.6 42.5 84.9 42" 30.9 49.9 37.4 74.8 48" 132, 27.0 43.6 32.7 65.5 54" 24.0 38.8 29.1 58.2 60" 21.6 34.9 26.2 52.4 66" - 31.7 23.8 47.6 72° - 29.1 21.8 43.6 19-1/8" 62.1 100.4 75.3 130.0 26 -1/2" 44.8 72.5 54.3 108.7 30" 39.8 64.0 48.0 96.0 37" 144" 32.1 51.9 38.9 77.8 42" 28.3 45.7 34.3 68.6 48" 24.8 40.0 30.0 60.0 54" 22.0 35.6 26.7 53.3 ANCHORS TYPE 148,0 OR 0 GLAZ G PROD C T AL ON IRLTIZUINC G DUCT Z O ANCHORS A,B,C OR D WI 92 ANCHORS TYPE A.8.0 OR 0 HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE • GLA2WC PRODUCT r -_ 3 GLAZING PRODUCT .(``ANC1406 ry UETAIL #? GLAZING PRODUCT N ' ANCHORS A.B.0 OR D MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (w) - WI + w2 2 Engn JAVAO *WAD FLA. PEe 70592 CAN. 3538 2 9 sta 7s26)DUCT IIEVASED y,. tom0148g 4118 Ito 619648A• e �" �� 91 • 19¢� !!dd ALUMINUM TUBE MULLIONS 0 C. Gg 0 0 9 9 8 oc Cots 10 -01 -07 e 1 8 drawing no. M07 -04 sheet 5 of 7 ) Ed. I /4' DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1/4' DIA. ULTRACONS 1 PER ANGLE 1 BY WOOD BUCK I I I I I I 1 I I EDGE DIST. 1/4' DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) FLOATING CLIP 2 BY WOOD BUCK OR WOOD STRUCTURE FLOATING CLIP I /4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'A' #14 SMS 1 -3/8' 0.0. MIN. 2 PER ANGLE 1/4' DIA. ULTRACONS 1 PER ANGLE 2 11 2 X 1 /8' ALUM ANGLE 2 BY WOOD BUCK OR WOOD STRUCTURE 2 X 2 X 1/8' ALUM ANGLE 114 SMS 1 3/8' 0.C. MIN. 2 PER ANGLE 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8' BLOCK 2 -1/2' 1 -1/4' CONCRETE 2 -1/2' 1-1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MU.UONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Emir JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3838 EP 29 2018 TA 1ODUCE REVd44O ea emptying with Bm Fklide Ba•18 Cade Crxm9:.sse J • F Imo, .T %I1/s%! // 1 Z Li' 34i ALUMINUM TUBE MULLIONS 0 0 2 3 Og. mg a 0 A 8 drawing no. M07 -04 1/4' DIA. ULTRACONS 4 PER CUP (1 ON EACH WING) hAa 1BY WOOD BUCK I I 1 I 1 I I I I 1 v 1/4' DIA ULTRACONS 4 PER CLIP (1 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE FLOATING CUP #14 SMS 1 -5/8° O.C. MIN. 2 PER ANGLE 11 11 II II U U I I 1/4' DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE 2BY WOOD BUCK OR WOOD STRUCTURE 11 I 11 1 11 1 11 I V ALTERNATE ANCHOR LOCATION FLOATING CLIP ®14 SMS 2' O.C. MIN. 2 PER ANGLE II II II 11 11 11 U U 1 I I 2 X 2 X 1/8° ALUM ANGLE 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1 -3/8' BLOCK 2 -1/2' 1 -1/4' CONCRETE 2-1/2" 1-1/2 n Ed. ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RL1SFANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE. LACQUER. MIN. FLOATING CLIP - JI 3° MIND ° 1/4' DA ULTRACONS 1 PER ANGLE ®14 SUS 2° O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ALTERNATE ANCHOR LOCATION Engr. JAVAD AHUAD CIVIL FUt PE / 70592 C.A.N. 3538 ANCHORS TYPE 'C' SE'J. 9 010 2 X 2 X 1/8" ALUM ANGLE PRODUCT IIOSVIHSD as cmaplyFrgwith gas Meld/ lauldlag Cedo i . i r.° o• 81:10 Nqlfage 4L///:— ! : z p 8 g I O 0 .o O$ vo ti o a. rg0300 ye g 0st11: ALUMINUM TUBE MULLIONS n c 6 O 8 8 0 0 0 drawing no. M07 -04 sheet 6 of 7 ) sheet 7 of 7 ) r • 1/4" DIA, ULTRACONS Ed. 4 PER CLIP (2 ON EACH WING) 914 SS SMS 3 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 1/4' DIA. ULTRACCNS 2 PER ANGLE 914 SMS 1 -1/2" 0.C. MIS. 3 PER ANGLE ANCHORS TYPE 'D' 2% 2 X 1 /8" ALUM ANGLE 9 14 S.M.S. 2/ CHANNEL TUBE MULLION 914 F.H. S.M.S. 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MUWON 914 111 SMS 2 PER CUP FOR CHARTS A. 8 OR C 3 PER CLIP FOR CHART 0 1 -1/2" O.C. MIN. 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. = MIN. EDGE 01ST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4° CONCRETE 2 -1/2" 1 -1/2" AU. CUPS AND ANGLES TO 'FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYIATE LACQUER. THIS SCREW CAN BE INSTALLED IN EITHER T DIRECTION m . 914 FH SMS 2 PER CUP 1" 0.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION Engr. JAVAD AHMAO CIVIL FLA. PE 11 3538 C.A.N. 3538 PRODUCE REVISED ro eompa;4ag w11S flea Nara? NaW)si8 Cole o¢jd?.RCe F. 4- /40, ,y — 11790a 1[4°A1 ' DI dg a N d ALUMINUM TUBE MULLIONS 0 O 3 S 8 0 Q v 0 a 0 v 8 8 8 "ingi a $ a drawing n0. M07 -04 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below: The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or..material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing, and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as describedherein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outtswiug Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Ahxminum Outswing Entrance Door", sheets 1 . through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Viqar, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. • 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 ofNOA. • 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 nnnfacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 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.miamidade.gov/buildingcode MIAMI -DADE COUNTY APPROVED NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 Eurotech Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) I . Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E. B. TESTS (transferred from file # 08-0507.10) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all.dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 06- 1019.06) • 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04/28/08 and last revised on 06 -02 -09, signed and sealed by Arshad Vigor, P.E. 2. Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus", expiring on 01/14/2012. 2, Notice of Acceptance No. 05- 1208.02 issued to "Ed. DuPont Denemours" for "DuPont Butaeite ® PVB" dated 02/15/01, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad Vigar, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. 2. Test proposal # 07 -3527 approved by BCCO. keetyl k. Ishaq 1. Chanda, P.E. Product Control Examiner NOS-!. No 09- 0310,05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 E -9 Ij ,1 1- TE Am -1 1 I; .1 Ili DETAML51 1, 11 1. l I r � "1 1 SEE SETT FOR RATING ' / 42' 5' MAX. HEAD /SIU. CORNERS FRAME WIDTH 13� MAX. HEAD /SILL "A �ri DOOR HINGES FOR�OUANTTES & CAPACITY ALUMINUM OUTSWING ENTRANCE 'DOOR APPROVAL APPLIES TO SINGLE (x) MAO DOUBLE (xx) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES USING MIAMI - DADE,COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WRHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION ON BETWEEN. LOWER. DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. D.L. OPG. 39 1/8' TH15 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (11141). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL 95 AS LISTED. SPACED AS SI4W!N ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS)NG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN 1N THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO W00D ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STELA 1ETAL SCREWS. THAT COME INTO CONTACT WRH OTHER DISSIM3LAR MATERW.S SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. LEAF 913TH (2) AFL mew= AT 3. 0.0. AT MTG. STILE ENDS RED. mop Boo< SURFACE APPLIED FALSE MUNTNS MAO BE USED n FOR f4 E=.- AOAMI -DADS APPROVED SEE SEP 75 3/4_ ,OR WOO OR F _ u _ - 1u r Iv/ 1 / HEAD /SILL HEAD/sILL H / AC II - E \ 'I I a, - I \ jfl / / \ O \ DOOR HINGES FOR�OUANTTES & CAPACITY ALUMINUM OUTSWING ENTRANCE 'DOOR APPROVAL APPLIES TO SINGLE (x) MAO DOUBLE (xx) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES USING MIAMI - DADE,COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WRHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION ON BETWEEN. LOWER. DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. D.L. OPG. 39 1/8' TH15 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (11141). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL 95 AS LISTED. SPACED AS SI4W!N ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS)NG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN 1N THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO W00D ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STELA 1ETAL SCREWS. THAT COME INTO CONTACT WRH OTHER DISSIM3LAR MATERW.S SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. LEAF 913TH (2) AFL mew= AT 3. 0.0. AT MTG. STILE ENDS RED. mop Boo< SURFACE APPLIED FALSE MUNTNS MAO BE USED n FOR f4 E=.- AOAMI -DADS APPROVED SEE SEP 75 3/4_ ,OR WOO OR F FRAME VAOTiI 5` mu. HEAD /SILL HEAD/sILL H I a, I j it / jfl / / \ \ * _ _ • I 1 cOuNTy ME's 2 29- 2 29- THESE DOORS ARE RATED FOR LARGE A SMAU. Ma591E IMPACT. SHUTTERS ARE NOT REQUIRED. 0n4r ARSHAD VOW FLot PE CmL . 1 PRODUCT RENEWED BthaRaodda Meeptunceittoei- 4310 .pr Daft 11 ltddikel Ti ia��h h.Al.- a 1 c l'3 . drawing no. W04 --01 (sheet ions DESIGN LOAD CAPACITY - PSF SINGLE (E) DOORS DOOR 812E GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) TNT. ( -) 2 8 AS 11E00. 750 :.._0 3 0 8/8 75.0 85.0 3/8 8083 -08 75.' :ti 0 2/6 7/0 75.0 85.0 3/0 7/0 750 85.0 3/8 8/1 75.0 85.0 2/6 INSTALLATIONS WHERE 75.0 85.0 3/0 8/0 75.0 85:0 3/8 - 75.0 85.0 DOORS APPROVED FOR 1NSTALLATICIS WHERE WATER INFAIRATKN RE9STANCE LS MOUSED. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. 51W540 PLATE 1 -1/4' X 1/4' X 18 -1/4" LONG ATTACHED wuT44 (2) (8 X 3/4' 5445 HINGES SINGLE DOORS; 1wo -HN4E D COMB MC EXTRUDED ALUMINUM BRIDGE 2 BY 'QESSE' (5) PER LEAF AT 6'. 12 ". 39'. 63 -1 /2" AND 92 -1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF 50305.E '(11) DOORS 11008 SIZE CLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) ENT. ( -) 2/6 AS 11E00. 100.0 140.0 3/0 6/8 100.0 440.0 3/3 8083 -08 100.0 140.0 2/6 7/0 100.0 140.11 3/0 7/0 100.0 440.0 3/3 8/1 100.0 140.0 2/8 INSTALLATIONS WHERE 100.0 140.0 3/0 8/0 100.0 140.0 3/3 - 100.0 140.0 DOORS APPR08{0 FOR INSTALLATIONS WHERE 1991114 INFILTRATION RESISTANCE IS REGULREO. LOCKS SINGLE DOORS; MARTIALLY OPEBN'EQ CONCEALED FLUSH BOLTS AT TOP AND 801.6044 OF ACTIVE LEAF PART 902181 ATTACHED WON (4) (10 11 1 -1/2' SIAS. 3 POINT LOCI( SYSTEM AT ACTIVE LOCK STILE 38' FROM 80TTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON DOER{0R. STRIKE PLATE 1 -I /4" X 1/4' X 16 -1/4' 10140 ATTACHED WR11 (2) 98 X 3/4' SMS SINGES SINGLE DOORS; TWO -HANGED COMB 140X7 EXTRUDED ALUMINUM MICE z BY GIE55E' (7) PER LEAF AT 7/0 AN0 8/0 DOORS AT 3 ". 8' AND 28 -3/8' FROM TOP AN0 00001 T. ONE AT 1,60SPAN LEAF AT 6/8 tam (8) 5T 3° 5" AND 28 -3/8' FROM TOP AND 15011014 • DESIGN LOAD CAPACITY - PSF DOUBLE (825) DOORS DOOR SIZE CLASS TYPE T OR If WIDTH HEIGHT EXT. ( +) OPT. ( -) 5/0 AS 11E00. 750 75.0 6/4 8/8 750 75.0 5/0 8083 -08 750 75.0 8/4 7/0 75.0 75.0 5/0 4 750 75:0 6/4 8/1 75.0 75.0 LOADS EHOWH JID08E ARE FOR INSTALLATIONS WHERE WATER iNFAIRATI N RESISTANCE'S NOT REWIRED. LIMO EXTERIOR(4) L0A05 To 48 PSF FOR OISTAUAT1O1Li WHERE WATER OIRLTWLTION RE551AA1E 1S REQUIRED. 000*4 # AART i OEQO. 0@BCBIP11014 MATERIAL 3AI3F. /SUPPLUER/REHARES 1 58055 AS 11E00. 00011 00*85 6063 -06 - 2 ER012 AS MD. DOOR LEAF 8083 -08 - 3 821566 1/ LEAF 0005 BASE BOAAO 6053 -15 - 4 .82 -1483 1/ DOOR FRAME SILL 8053 -16 - 5 - I/ 000R SILL EASE 8063 -06 - 6 Y2-3481 AS REOD. A$MSARAL STILE 6083 -T6 - 7 82-1535 4/ LEAF GLAZING BEAD 0053 -T6 - 8 2801 AS REDO. 01A2124C GASKET VINYL - 9 - - 10 1001/60 3/ CORNER CORNER KEY ALUMWW MONROEU.0 1I OD600X 4/ LEAF NAMES ALOMINUM CILSSE 12 (ID X 3/8" 4/ 10NOE HMROE NSTALLATICN SCREWS - P13 macron SCREWS 19 - AS RED0. BULB OF51PoPP1NG - - 14 (10 A Y AS REDO. ABLY 5CRE15 - NH SELF DREAM 45 912 X I -1/4 - FRAME A5SE885.7 5CREILS - SMS LOCKS DOUBLE DOORS; ACTIVE-LEAF.; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART (02181 ATTACHED WITH (4) 88 X 1 -1/2° 8445. 3 PONT LOCK SYSTEM AT ACTIVE LOCK ST0.5 38' FROM BOTTOM. 1(EY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. .5IAC51Q' LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT .TOP AND BOTTOM OF INACTIVE LEAF PART 902168 ATTACHED WITH (4) 18 X 1 -1 /2' SM. RENGE9 DOUBLE DOORS; TWO - HANDED C0i0 18810 EXTRUDED ALUMINUM BRIDGE 2 BY 'CLESSE' (9) PER LEAF AT 8'. 12 ", 35". 83-3/2- AND 02 -1/2' FROM TOP OF WEIR NOTE: TOP AND 801.1.044 H11.1S14 BOLTS MUST BE ENGAGED WRING PERIODS OF HURRICANE WARNING. 3/16" HEAT STRE1413 GLASS .090' INTER AVER BUTACOE PYB BY 'DUPONT' 3/16" HEAT STREAM GLASS 3/16" HEAT SIREN'D GLASS .100. 841ERLAYER SENTRYGIAS AL115 BY 'DUPONT' 3/18" NEAT STREN'D GLASS SILICONE • GE 5CS 2800 SIGIAZE II SILICONE GE. SCS 26130 SILOTAZE trt GLASS TYPE PROBUCFRENEWED �1 03iO d 51 117 L..4 4- � y [ts d 1 TE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -GEC -219 LASS TYPE '8' 869" AREIMD Wow FLA. 1E 9 38883 CAN. 3538 u' JUN 0 2 2009 Y 0 0 g 8 S drawing no. W04 -01 @NCBt2of g) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING .. n /0 ACCESS HOLES WITH PLUGS TYPICAL ANCHORS SEE HEY i / FOR SPACINGNS ROOD BOCK 2.2 SEE SEPARATE NOA FOR TRANSOY RATING AND IDETA(LS =3 j a y4y �i ,1 1! )e X 1/2° 50 3" FROM ENDS AND 1O' 0.C. MAX. (4) $12 X 1' SINS AT 2' O.C. MAX. AT CENTER OF SILL REOD. AT . DOUBLE (XX) DOORS • ONLY I ° o TYPICAL NICHORS SEE ELEV. FOR SPACNO 0 1 MIAMI -9,09 CWNTY APPROVED MRUDN SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY (GRADE 9 IFS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS BNTO METAL STRUCTURES STEEL : 1 /B° THC. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T3 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPKN_ EDGE DISTANCE INTO CONCRETE AND.MASONRY m 2 -1/2" MIN. INTO WOOD STRUCTURE 1" MIN: INTO METAL STRUCTURE a 3/4' MIN. CONCRETE Fc = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK FRt. 2000 PS MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 30729 SEALANTS. drawing no. W04 -01 sheet 3 of 5 9ARUR -OADE COUNTY APPROVED MULLION SEE SEPARATE NDA SEE SEPARATE NOA N FOR =ELITE R RAUNO AND P TM.5 11 . SINGLE DOOM PIMUCT RENEWED th Flitch s" Anna a9 -o3I -o Dare. iema top wit/ • ,,4- MAX. tttrmhn SINN ® IN— ACTIVE LEAF {! t (ID itiv :4x11 Ali. , 0 0 EXTERIOR DL OPO, LEAF INNS InY WOOD WEN D.LO. aisle SwtLSEAF MOTH FRAME 'WIDTH DOUBLE DOOR EAgr. ARSHAD VWAR CNIL caN FE L38863 ZaS JUN 0 2 2009 TYPICAL ANCHORS SEE ELEV. FOR SPACING Crowing no. W04 --01 (sheet 4 o 5 1 LI Scowl W04 -01 (sheet Sot 5 ) Florida B%lilding Code Online BC5 Home Login User Registration om;'tunr Affairs 1 of 3 Product Approval USER: Public User http://www.floridabuilding.orepr/pr_app_dtl.aspx?paranrwGEVX.. Hot Tophs L Submit Surcharge Stets & Fads ■ Publications PBC staff i BC'S sse Map ! 'Links Sea Product AooiOVal Menu > Prod °'r AEEkltbn Saari > Aodketmn lg > 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 /Ema €€ • Category Subcategory Compllanoe Method Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298 -1740 sjasperson@tttechnologies.us Steve Jasperson sjasperson@tttechnologies.us erior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards . Certified By Sections from the Code PE-43409 National Aureditation and Management Institute 12/31/2011 Ryan J. King, P.E. k Validation Checklist - Hardcopy Received FL7730 R2 COI CERTIFICATE OF INDEPENDENCE.odt Standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 Year 2004 2002 1994 9/7/2010 3:18 PM Florida Building Code Online http: / /www.floridabuildin • org/pr/pr_app_dtl.aspx?paraGEVX... 2 of 3 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/28/2009 06/02/2009 07/18/2009 08/11/2009 FL •R.• Model, Number or Name • Description 7730.1 a.'ClassicCraft Rustic" Series 3'0 x 613 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.1 additional use limitations, product particulars. (Note . 'de the HVHZ) Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and - ASTM 51300 -02 utilized for Installation Instructions FL7730 R2 II INST 7730.1.Ddf Verified By Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO-E84- 00-04.Ixif . FL7730 R2 AE EVAL 7730.1.Ddf Created by Independent Third Party: Yes 7730.2 b. °FiberClasslc ", "SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Approved for use ouislde Impact Resistant: Yes Design Pressure: N/A Other. See INST 7730.2 additional use limitations, product particulars. (Note areas Inside the HVHZ) Yes HVHZ: Yes for Design Pressure Ratings, any install ion instructions and - AS 51300 -02 utilized for • Installation Instructions FL7730 R2 II INST 7730.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EQ- E84-00- 04.0df FL7730 R2 AE EVAL 7730.2,odf Created by Independent Third Party: Yes 7730.3 c. "FiberClassic", "SmoothStar", "ClassIcCraft° or "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Approved for use In Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other. See INST 7730.3 additional use limitations, product particulars. (Note areas inside the HVHZ) HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, any Installation instructions and - ASTM 51300 -02 utilized for Installation Instructions FL7730 R2 II INST 7730.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO- E84- 00- 04.Ddf FL7730 R2 AE EVAL 7730.3.Ddf Created by Independent Third Party: Yes 7730.4 d. "FiberClassic°, °SmoothStar ' , "ClassicCraft° or "ClassicCraft Rustic° Series 30 x 68 "Impact' Opaque Fl. berglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Approved for use in Approved for use outside Impact Resistant Yes Design Pressure: N/A Other: See INST 7730.4 additional use limitations, product particulars. (Note areas inside the I-IVHZ) HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and - ASTM E1300 -02 utilized for Installation Insiructions FL7730 R2 II INST 7730.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EQ-E84- 00- 04.pdf FL7730 R2 AE EVAL 7730.4.odf Created by Independent Third Party: Yes 7730.5 e. "FiberClassic", "SmoothStar"; °ClassicCraft° or °CtassicCraft Rustle° Series 6'0 x S'8 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Installation Instructions FL7730 R2 II INST 7730.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes 9/7/2010 3:18 PM Florida Building Code Online 3 of 3 http : / /www.floridabuilding.orgipr/pr app dtl.aspx?parami= wGEVX... Design Pressure: N/A Other: See INST 7730.5 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) . . Evaluation Reports FL7730 R2 AE EO- E84 -00- 04.0df FL7730 R2 AE EVAL7730.5.0df Created by Independent Third Party: Yes 7730.6 f. "FiberClassic ", °SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic° Series 6'0 x 6',8 °Impact° Opaque Fiberglass Double Door with SIdelites (0)0X0) - Inswing or Outswing Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.6 additional use limitations, product particulars. (Note areas inside the HVHZ) HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, any installation instructions and - ASTM E1300-02 utilized for Installation Instructions FL7730 R2 II INST 7730.6.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports . F17730 R2 AE EO- E84- 00- 04.Ddf FL7730 R2 AE EVAL7730.6.Ddf Created by Independent Third Party: Yes 7730.7 g. "ClassIcCraft Rustic" Series 3'0 x 6'8 "Impact° Opaque Fiberglass 180° Round Top Single Door (X) - Inswing or COutswing Limits of Use Approved for use In Approved for use outside Impact Resistant Yes Design Pressure: N/A Other. See INST7730.7 additional use limitations, product particulars. (Note areas inside the HVHZ) HVHZ: Yes HVHZ: Yes for Design Pressure Ratings, any Installation instructions and - ASTM E1300 -02 utilized for Installation Instructions 17730 R2 II INST7730.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F17730 R2 AE EQ- E84- 00- 04.Pdf FL77 0 R2 AE EVAL 7730.7.Ddf Created by Independent Third Party: Yes • jeacal Neat Deparbnert ofCommradtyARabs Florklit ardk8a9 Celle On6re CodesandStandards 2555 Shuman10ak Boulevard Tallahassee, F10r1da.32399 -2200 (850)487-1824; Fax (850) 414 -8436 ® 2000 -2010 The State of Florida. AO right. reserved. Pri"aty Statem_end I Comrriaht Statemert 1 A•a"'0tV Statement I Phioin Software 1 C�"'omer.5 Survey 1 c^utas 1.5 Product Approval Accepts: di 9/7/2010 3:18 PM R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico. FL 33595 Phone 813.659:9197 Facsimile 813354.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 7730.2 R2 Date: May 27, 2009 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Fiberglass Door Inswing / Outswing "Impact" Manufacturer: Therma -Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product hag been evaluated for use in Iocations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 7730.2 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 PF1O68 Sheet 1 of3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). - 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind home debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 7730.2 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ" r 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." 9. See drawing FL- 7730.2 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 PF 1 068 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 7730.2 prepared by R W Building Consultairts, Inc. (Florida Board of Professional Engineers_Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests 1. Materials (Fiberglass door skins by Therma-Tru) approval number NOA 06- 0406.11 issued by Miami -Dade BCCO. 2. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84-00 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ -E84 -00-04 signed and sealed by Lyndon F. Schmidt, P.E.) as performed by Omega Point Laboratories and reported in test report 15427 - 107362, signed by William E. Fitch, P.E. 3. Materials (Polyurethane foam core) testing per ASTM D1929-96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by Joseph A. Reed, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 1031 -1, signed by Wendell W, Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substhntiated by tested specimens reported in test report TEL 06- 1'031- 1. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.B. D Other - 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF1468 Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 Sheet 3 of 3 Rw R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No. Date: EQ- E84-00 -04 February 24, 2009 Evaluation of Equivalence of ASTM E84-44 to ASTM E84-04 ASTM E84-00 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5°F 50±5 %RH Test Specimen: - 20-1/4" ±3/4" x 24'±1/2 ", butted against vent end of chamber. Continuous length or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of and under the leading edge of the specimen. Test Atmosphere: - 73.4±5°F 50±5 %RH Procedure: 1. • Establish draft reading of 0.055 to 0.100 in. of water column Arithmetic average air velocity within the furnace, at 73.4±5°F, shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite. gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. • 7. Record smoke density photocell at 15 second intervals 2. ASTME84 -04 Conditioning: Condition specimens to a constant weight at the temperature and humidity stated below: 73.415°F 50±5 %R11 .Test Specimen: 20" to 24" wide x 24'11/2" long, butted against vent end of chamber. Continuous length or joined end-to-end. Truly representative of the materials for which results are desired. Upstream end of chamber shall have a 14" ±1 /8" length of 16 gauge steel sheet placed on the specimen mounting ledge in fivttt of and under the leading edge of the specimen. Test Atmosphere: 73.4±5 °F 50±5 %RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5°F, shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120 ±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record smoke density photocell at I5 second intervals RILIBRARIES \Codes & Standards\TEST STANDARDS\EQIAVALENCY OF STANDARDS REPORTS\EQ-E84- O0- 04.doc Page 1 of 2 ASTM E84-00 Continued Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread Intlexa'SI) calculation: 1. Determine the total area (AT) under the flame spread distance tame graph. 2. When AT <= 97.5 ft -min., FSI = 0.515 AT. 3. When AT > 97.5 ft -min, FSI = 4900/(195 - AT). Suwke developed index calculation: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (ARea_o„:) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / ARed-oak )times 100, then rounded to nearest multiple-of 5. ASTME84-04 Continued .Procedure continued: 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus . 4.5 feet. Flame spread index(FS1) calculation: 1. Determine the total area (AT) under the flame spread distance -time graph. 2. When AT <• 97.5 ft -min., FS1= 0.515 AT. 3. When AT > 97.5 ft min, FSI = 4900/(195 - Ar). Smoke developed index cal- „'aeon: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (ARc,_c,,) under the smoke density - time graph for the Red-Oak. 3_ Smoke developed index = (AT / ARed.oak ) times - 100, then rounded to nearest multiple of 5. Accordingly, other than minor revisions and clarifications of the specimen size, ASTM E84-00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC and therefore meets the intent of the code. Lyndon F. Schmidt, P.E. FL P.E. #43409 R:\LISRARIEStCodes & Standards\TEST STANDARDS\EQU1VALENCY OF STANDARDS REFORTSIEQ-E84- 00.04.doc Page 2 of 2 THERM <:r: MU THERMA TRU DOORS 1 1 B INDUETRIAL DR., EDEERTON, OH 43517 TEL. (4191296-1740 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING ./ OUTSWING GENERAL NOTES "IMPACT" 1. This product has been evaluated and is In compliance with the 2007 Florida Building Code IFBC) structural requirements including the °High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used In the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an Impact resistant covering.. 4. When used In areas outside of the" HVHZ" requMngwindbornedebrisprotectton .this productcomplieswitty Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and Incluties Wind Zone 4 as defined 1n ASTM E1996, 5. for 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detolis of thls drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswingconfigurations using threshold Item #4 meet waterinftltratlon requirements fort-NNE'. 8, inswing configurations and outswing configurations using threshold item #5 do not meet the water Infiltration requirements for the "HVtir and .that be Installed only in non- habttabte areas or at habitable.locations protected by an overhang or canopy such that the angle between the edge of canopy ar Overhang to sil Is less than 45 ores .° TAKE OF COMENTS SHIRT # Dl SCRIFHON 1 Typical elevations, design pressures & general rotes 37,75" X 82.25" 2 Door el details (Smooth Star) INSWING 3 Door panel details (Classic Craft) -80, . 4 Door panel details (Ciassic Croft Rustic). OUTSWING 5 p6n ldetails(FiberCkusle) -100.0 6 Horizontal cross sections ........:. .. _.... . 7 Vertical cross sections OUTSWING 8 Buck & frame anchoring - 2( buck masonry construction -90.0 9 Frame anchoring - 1X tuck masonry construction 37.75" x 82.25" 10 Hid materials $, component§ OUTSWING 3735'MAX. FRAME WIDTH 35.93° MAX. 1-"PAW: WIP1H 1 y 7 SMOOTH STAR INSWING 37,75" X 82.25" +75.0 -75.0 INSWING 37.75" x 80.75" 37.75 "x82.25" +80.0 +100.0 -80, CLASSIC CRAB -100.0 OUTSWING 37,75 "x80.75" +100.0 -100.0 RUSTIC INSWING 37.75" x 82.25" +90.0 -90.0 OUTSWING 37.75" x 80.75" +90,0 -90.0 FIBER CLASSIC INSWING 37.75" x 82.25" +75.0 -75.0 OUTSWING 37.75 "X80.7$" +80,0 .80.0 I g 2 5/7/08 scu.e. N.T S onto. an AL mac. en LFS oanaa+o rm: FL-7730.2 sir 4 of 110 9 O u N 0 EXTERIOR INTERIOR 0 HORIZONTAL CROS SECTION DETAIL A•A 40 DOOR'PANRL Smooth Star 00000000 0000000 0000.000.0 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 00000.00 00000 0000 00000 0000000 00000000 0000000 00000000 DETAIL A•A Panel relnforcemenf TOP RAIL OHINGE STILE IDIl II9DhIli� ;. 0 Loa sna b' 53" -•lJ Oa=TrOM mil, EXTERIOR INTERIOR VERTICAL CROSS SECTION g 0 O Dme: s /7/08 SCfra• N.T.S. 002• EY: AL CHIC BY: LFS DRVWWQ ND. FL- 7730.2 Mee 2 OF /0 EXTERIOR i�;Y �� ?Y: y ��t�!.; fit:'. ^`. [-' :::-. INTERIOR 1 HORIZONTAL CROSS SECTION 3 DETAIL A-A (DMA ANEL Classic Gaff 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 000000oo 0000000 00000 0 0000 0' 00000 0 0000000 00000000 0000000 0000000'0 DETAILA•A Panel reinforcemen TYP. 4 CORNERS OF PANEL 00 28.86% OPEN AREA MAX. 0.34~ O L* O'HINGE STILE 4.06 0.32" --� I - I1111 ., • 53 LOCK STILE ;/'!O /.% EXTERIOR INTERIOR %22 VERTICAL CROSS SECTION 3 DATE: !g 6 5/7/08 samm N.T.S. DWO. m AL cm By. LES wrAW1Na NO. FL- 7730.2 amEr QUO_ 1 1 DETAIL A-A 90 Cloak R PANEL N usNc V0 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 000000 000000 000000 0000000 TYP. 4 CORNERS OF PANEL ETAIL A.A Panel reinforcement EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 4.0.: 1p 1lj;l 111 1111 III ti 93 JACK &HJNGESTfLR 1.4,3" I WArchedl kr ta EXTERIOR INTERIOR 2" VERTICAL CROSS SECTION R4 e�rE+ /7/08 SCAM N.TS DWG. WA AL OHX. 9YA LFS DRAWING NO. FL- 7730.2 stmEr A. 01,10_ a ro EXTERIOR INTERIOR 0 HORIZONTAL CROSS SECTION 5 DETAIL A-A J ()DOOR F:berClassic 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000• 00000 0000 00000 0000000 00000000 0000000 00000000 t:=1 • • 00 DETAIL AA Pone! reinforcement TOP OHINGE STILE GS LOCK SALE C) ammo RAIL EXTERIOR INTERIOR • C:)VERTICAL CROSS SECTION al:110 1 a z0 DATE: 5 /7/08 sou. N.7 S. Dwo: BY AL O ar: LFS RAMO NC.: FL.- 7730.2 smEr_f,or 2 • J irsk, n Li i i I Li n iiii ■ DETAIL A-A J ()DOOR F:berClassic 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000• 00000 0000 00000 0000000 00000000 0000000 00000000 t:=1 • • 00 DETAIL AA Pone! reinforcement TOP OHINGE STILE GS LOCK SALE C) ammo RAIL EXTERIOR INTERIOR • C:)VERTICAL CROSS SECTION al:110 1 a z0 DATE: 5 /7/08 sou. N.7 S. Dwo: BY AL O ar: LFS RAMO NC.: FL.- 7730.2 smEr_f,or 2 • J 1 1 1 1 z w zz 6 • 1 -1 14° MIN. MB. ITYPJ ()HORIZONTAL CROSS SECTION d ao approved inswing INTERIOR EXTERIOR INTERIOR EXTERIOR 00 0 mil /�A, sut,,,; 8+8 ®© 0 1 -I /4" MIN. EMI (lYP.) CD HORIZONTAL CROSS SECTION • concretescrewsu��woodscrewrsper Section 1714.5.4.2 of the ESC INTERIOR EXTERIOR Qd HORIZONTAL CROSS SECTION Oufswing shown - Inswing also approved 0 0 a DATE: 5/7/08 SCALD N.T.S. MO. aY, AL cws. Ergs LFS oruuVtc ao: FL- 7730.2 soar OF i C.; @ 8 i 2 m a m uu 0 V MIN, FROM V MN. FROM -....--MASONRY EDGE - - MASONRY EDGE (WP.} 2 -1/7 MIN. FROM 2 -1/2" MIN. FROM MASONRY EDGE . MASONRY EDGE --.�.- (1Th} {IYP.} INTERIOR EXTERIOR —mum Am o o EXTERIOR INTERIOR O7 VERTICAL CROSS SECTION Outswing shown - insuring also approved EXTERIOR 5I INTERIOR INTERIOR . EXTERIOR C) 7 2 VERTICAL CROSS SECTION Shown witX sub -buck substituting concrete screws for wood screws per , Section 1714.5.4,2 of the FBC EXTERIOR INTERIOR (41 VERTICAL CROSS SECTION 7 Inswing configuration bee Qge�n,e,�r,al notes, sheet 1 for "HVHr water infiltration requirements c) VERTICAL CROSS SECTION inswing configuration see general notes, sheet 1 tor thIVHrwater infiltration refit frements VERTICAL CROSS SECTION Outswing configurotion see ggenerd notes, sheet 1 for 'HVHrwater infiltration requirements INTERIOR EXTERIOR VERTICAL CROSS SEC.7ION Outswing configuration see general notes, sheet 1 forlhltir waterinfiltration requirements r 0 z DATE: 5/7/08 • N.T5. um en AL CM. tin LFS DRAM NDa FL- 7730.2 SHEET % 0711 9 5 m a a MASONRY MASONRY OPENING OPENING SUCK ANCHORING DP ex- 80psi NOTES: BUCK ANCHORING 8O <DP< lMMpsl I /4" Eieo Concre crews anchoring 2x buck require a minimum I ° clearance lb masonry edges, a bedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from o different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. if Concrete screw locations noted as "MAX. ON CENN'TEER° must be adjusted to maintain the fntnlmum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension Is not exceeded. HINGE JAMB FRAME ANCHORING Masonry 2X buck construction HINGE RETAIL STRIKE JAMB LATCH & DEADBOLTDBTAIL tuk 8 0 z BAiFs 5/7/08 scut N.T.S. DM. BY: AL DWG BY: LFS DRAW5i NO.: FL- 7730.2 SNEET _Liar J WIGS JAMB MASONRY OPENING FRAME iX BUCK FRAME ANCHORING Masonry 1X buck construction NOLESz 1. 1/4" 1T W concrete screws anchoring frame and /or sift require a minimum 2 -1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requfremenfs. Concrete screw locations at the corners maybe adjusted to maintain the minimum edge distance to mariar joints. it Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/I6" MN concrete screws anchoring frame and/or sill require a minimum 2.5/8" clearance to masonry edges. a 1 -1/4" minimum embedment and a minimum 2 -1/4" clearance 10 adjacent concrete screws unless otherwise noted by concrete screw manufacturer. f STRIKE JAMB LATCH d DEADBOLTDETAIL SEE NOTE 2 SEE NOTE 1 SEE NOTE 1 HINGE DETAIL WOE' 5/7/O8 soul N.TS. owo. awe AL CHIC FM !FS IMMO NO.; FL- 7730.2 8HEET 9 OF t0 i qL o 0 r, ro a 8 • 6\ "' e t R w / in 11 g i . t gv 1 d I �` . 1 8 b W N z 0. M1 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION . MATERIAL A 1 X BUCK SG >= 0,55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 31 DOORSKIN 0.090" THK. (CC RUSTIC). = 6,000 PSI MIN, .FIBERGLASS C MAX, 1/4" SHIM SPACE WOOD • 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D I /4" X 2.3/4" PFH ELCO CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD /LVL E MASONRY- 3,192 P51 MIN. CONCRETE CONFORMING TO ACI 301 HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE BOTTOM RAIL (CLASSIC CRAFT RUSTIC) • COMP. 35 PANEL 0.023" THK. (CLASSIC CRAFT RUSTIC) G 3/16 X 3 J4" PFH ETE SCREW STEEL 36 PANEL OREORCEMENT POLYURETHANE H 1/4" X 3-1/4' PFH ITW CONCRETE SCREW STEEL 40 "SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1/f X 3-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.072' THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS •L #10 X 2 -1/2 PfH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) • COMP. 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUMJWOOD 43 LOCK'STILE (SMOOTH STAR) • WOOD /LVL 2 INSWING THRESHOLD (IS300HP5) AWMJCOMP. 44 HINGE 511LE (SMOOTH STAR) WOOD • 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM. /COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT C1023 THK, (SMOOTH STAR) STEEL a R c a r g o 5 OU1WMNG STANDARD THRESHOLD ALUM/WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090" THK. {CLASSIC CRAFT) Fy = 6,000, PSI MIN. FIBERGLASS 8 JAMB (PINE) SG> =0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) _ COMP. 9 JAMB (OAK) SG >,..-z 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD /LVL ID WEATHERSTRIP FOAM 54 HINGE STILE {CLASSIC CRAFT) WOOD /LVL . 11 HINGE STEEL 55 50110M RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT). STEEL 13 #9 X 3" PFH WOOD SCREW • STEEL 57 , FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 TIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.137" INK. (FIBER CLASSIC) Fy = 6,000 PSI t,,6114. FIBERGLASS 16 #8 X 2-112' PFH SCREW STEEL • 62 1OP RAIL (FIBER CLASSIC) COMP. r• O3 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE.(FIBER CLASSIC) WOOD/LVL 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 BOTTOM RAIL .(FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 ,FOAM CORE POLYURETHANE 5.72" 5.85 r �� ' f 4. 7— Sb7' f , roe � �\ II H : �TNRESHOLD THRESHOLD THRESHOLD O I' ..s o-? < � " - L .44------1-_-- _" ' �-1 ad�ctabls tnrvAng acRvStQt e - MOLD LD OLD THRESHOLD O © sit Outs� coastal °z. 5.83' 456° . 1 5.75' I ` T once 5/7/08 ��`- --_._ 4 PALE: N.T.S. ISM WI% AL OM er LFS THRESHOLD THRESHOLD AO HEAD &SIDE oamJe X 30.2 O butSwingstondard rem • 1p . +/ -MOB sir 10 aria NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1 1. 7231 -630 - cp,R. OF 1 EREBY C 1048,1 filed STATE OF FLORIDA: COUNTY OF MIAMI -DADE: WITNESS my THE UNDERSIGNED hereby gives notice that improvements will be made to AMMO property, and in accordance with Chapter 713, Florida Statutes, the following irdOrmatio is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2011R0441182 OR &k 27745 Ps 2818► (fps) RECORDED 07/06/2011 10:40:10 HARVEY RUt7INr CLERK OF COURT MIAt1I -DADE COUNTYr FLORIDA LAST F'AGE LORIDA, COUNTY OF DADE R77FY that this is s ®oagoy d the this OW dr/ of ,A020/ Seat. end County Courts r D.C. Space above reserved for use of recording office 1. Legal description of property and street/add ' i ore,( Te4 K J 4,i -ss 1 5 �) bIk Z- 13, t i e't ST V4 'A .:v2,1 3 8 2. Description of improvement 1.4.) -,T )0 i S 3. Owner(s) name and address: Interest in property: DLL INS2. / Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954-792 -4415 0Z 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom otices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following persons o receive a copy of the Lienor's Notice as provided in Section 713.13(1)(3), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year 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 COMME EMENT. — Signa' s) o Owners) or _ Authorized Officer/Director/Partner /Manager �n1� L v� B we By �a<�_�a�� By Florida HafRe-11rP Print Name ti! Print Name 4070 SW , FL Av0 Title/Office - Title/Office ' Hollywood, FL 33312 STATE OF FLORIDA COUNTY OF MIAMI -DADE The fooing instrument was acknowledged before me this GI day of �2 By Obe ek/ 56/ wzf-3( ❑ Irydividually, or ❑ as ersonally known, or ❑ 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 I have read the foregoing and that the facts stated in it are +e, to the best of my knowledge and belief. for Sign By 123.01 re(s) •f Owner(s) o er(s)'s orized Officer/Direotor/Partner/M 3 11/07 By