The URL can be used to link to this page

WS-11-493REPLACE 17 IMPACT WINDOWS AND 2 IMPACT DOORS Passed G Inspector Comments &/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 157414 Permit Number: WS- 3- 11-493 I Inspection Date: April 14, 2011 Inspector: Bruhn, Norman Owner: MASSIE, FREDERICK Job Address: 836 NE 100 Street Project: <NONE> Miami Shores, FL 33138- Contractor: FLORIDA HOME IMPROVEMENT Building Deaartment Comments April 14, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340040 Phone: (954)792-4415 Page 1 of 1 gl (E.C1 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building ., Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) E1.1 Ly4 /'Ii} SS/ C Phone # .3 ?' 3 / S Owner's Address 0 3(a ,/J E /00 City I ► ) /4M / State • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. zip 3 3/3 ' Tenant/Lessee Name Phone # Job Address (where the work is being done) e 6 / V - /00 5T City Miami Shores Village County Miami -Dade Zip 33/ 3 f Is Building Historically Designated YES NO Permit No. Si_Th_1@,31 Contractor's Company Name• /i4)/ tir / T Phone 9C 9; - y `7 Contractor's Address 1® S ) 30 ` /47.)E 2J4- Cit State. Zip f Qualifier ,A 'yn2 T c3 er Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit .3.? O©o %-L- * Square Footage Of Work: Type of Work: ❑ ❑ Alteration ONew Et Repair/Replace 0 Demolition Describe Work: f "C p -T P - - )0) 00W S • / /fiC.-o 6000/Lc * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ © ' �r=,. CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ ` Total Fee Now Due $ ' 61 °1 . 90 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged • Signatur�f / Signature Owner or Agent / Contractor The foregoing instrument was acknowledged before me this rt The foregoing instrument was acknowledged before me this day of /✓ 1 /ANCt+ 20 / I , by eV `'iJ /11/4-SS / E , day of Mi -Cif , 20 /f , by (dltyaJe r i)t2,t1€ T who is personally known to me or who has produced who is personally known tq me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ._� D ., Z � T Y PUBLIC -STATE OF FLORIDA Wit _ ' °., Dane1 Luis Gum la My Commission Expires: t ` Commission #DD751938 My Commission Expires: a � Expires: JAN. 24 2012 l , (Certifiicate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. **** * * * * * * * * * * * * * * * * * * **** *** * ** * ** x , * * *** * *** ** * *** * ** *** * * * * * * * * * *** *** *apt * * * * * * *** **** * ** APPLICATION APPROVED BY: Chc 10/14/03 Sign: Print: Pi-170 CZ G ro d C -STATE OF FLORIDA anel Luis Guerra s Commission #DD751938 4/ TLANTZC SONDIYG CO., INC. Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,061 Lot Size: 8,850 SQ FT Year Built: 1954 Legal Description: MIAMI SHORES SEC 8 PB 14 -33 LOT 6 & E1/2 LOT 7 BLK 169 LOT SIZE 75.000 X 118 OR 11774 -197 0483 4 Year: 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $55,000/ $73,838 $55,000/ $70,451 County: $55,000/ $73,838 $55,000/ $70,451 City: $55,000/ $73,838 $55,000/ $70,451 School Board $30,000/ $98,838 $30,000/ $95,451 Folio No.: 11- 3206 - 034 -0040 Property: 836 NE 100 ST Mailing Address: EVELYN MASSIE 836 NE 100 ST MIAMI FL 33138 -2512 Year: 2010 2009 Land Value: $132,535 $139,738 Building Value: $156,636 $168,571 Market Value: $289,171 $308,309 Assessed Value: $128,838 $125,451 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Veteran: $5,000 $5,000 Property Information Map r - ta e.go Property Information Map Aerial Photography - 2009 My Home Miami -Dade County, Florida This map was created on 3/10/2011 7:48:18 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 112 ft MIA Summary Details: Page 1 of 1 Property Information: Assessment Information: Exemption Information: Taxable Value Information: http: / /gi sims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 3/10/201 1 NOTICE OF COMMENCEMENT A RECORD MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION u PERMIT NO`/�`- 1 TAX FOUO NO. /I -32 cx -03 '7' 00 ! O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement Siam above reserved for use of recording office 1. Legal description of property and street/address:/ '/ /AmW $�4e5 e S • b r �. /�t< /h d 036 NE /00 Sr /0 /4-74/, Ft- 33/3e. 2. Description of improvement t) /.v Dot,) S Dip /2 3. Owner(s) name and address: E (_`/i) MA 55/E • 836 N E /00 ST /h /i174/, Ft- 33/3 f Interest in property: O.r) AJE� 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 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 notices or o •ocuments 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 person o receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencem (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 COMMENCEMENT. Signs refs of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager By By MF* 4#i rV&L Bri Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By 't/E1,._ ' 1A E ❑ Individually, or ❑ as for aRersonally known, or ID produced the following type of identification: Signature of Notary Public: AMmss/ (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 true, to the best of my knowledge and belief. Officer/Director/Partner/Manager Signatu s) of Owner(s) or Owner(s)'s Authorized BY im.01 -e 3 7 Print Name: • By Print Name P1.3331 Title/Office 'day of STATE OF FLORIDA COUNTY Cr DADE I HEREBY CERTIFY that this is a bue copy cfthe in this WITNESS my hand and Official Seal HARVEY of Carly Casts we, dAnJGL 60E -,2- 444 - 111111111111111111111111111111111111111111111 CFN 201 1R01782.30 OR Sk 27623 Ps 0999; (fps) RECORDED 03121 /2011 11 :26 :16 HARVEY RUVIN, CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Florida me - improvers it Asada. 4070 SW 3O0) Ave M me/ . c;O/ NOTARY PUBLICSTATE OF FLORIDA Dane1 Luis Guerra Commission #D D 451938 , r JAN. r VIlanggingitbSWIC BONOLIG CO., VC. Mean Roof ' Height DESIGN PRESSURES PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 - 45 50 25 30 35 15 ft -59.3 +54. -57.9 +53.2 -58.8 +52.2 -56.0 +51.4 -55.4 +50.8 54.8 +50.2 - 54.4.53.9 +49.7 +49,3 -53.6 +48.9 16 ft .1 +55.4 -58.6 +53.9 -57.6 +52.9 -56.8 +52.1 58.1 +51.5 - 55.6 +50.9 -55.1 +50.4 - 54.7 +50.0 -54.3 +49.6 18 ft -61.6 +56.8 -60.1 +55.3 -59.1 9.1 +54.2 -587.6 -58.2 +53.4 5 +52.7 -57.0 +52.2 -56.5 +51.7 58.1 +51.2 -55.7 +50,9 20 ft -63.0 +58.1 -61.5 +56.5 -60.4 +55.5 - 59.5 +54.8 58.8 +53.9 58,3 +53.3 -57.8 +52.8 -57.3 +52.4 -56.9 +52.0 22 ft - 64.3 +59.3 - 62.7 +57.7 - 61.6 +56.6 -60.7 +55.7 -60.0 +55.0 -59.4 +54,4 - 58.9 +53.9 - 58.5 +53.5 -58.1 +53.1 24 ft -85.5 +60.3 - 83.9 +58.8 -62.7 +57.8 -61.9 +56.8 - 812 +56.0 -80.5 +55.4 -60.0 +54.9 -59.6 +54.4 -59.1 +54.0 26 ft -68.6 +61.4 - 85.0 +59.8 -83.8 +58.6 -82.9 +57.7 -62.2 +57.0 -61.6 +56.4 -61.0 +55.8 -60.6 +55.4 -60.2 -60 +55.0 28ft 57.6 +82.3 -66.0 +60.7 -64.8 +59.5 -63.9 +58.6 -63.2 +57.9 - 62.5 +57.3 - 82.0 +56.7 -61.5 +56.2 -61.1 +55.8 30 f t -68.6 +63.2 -66.9 +61.6 -65.8 "' " -64.1 +58.7 -83.5 52.9 +57.5 -62.4 +57.1 -62.0 +56.6 32 ft -69.5 +64.1 -67.9 +82.4 - 85.0 +59.5 434.3 -63.8 +58.3 -63.3 +57.8 -82.8 +57.4 34 ft -70.4 +64,9 -68.7 +632 -6r.5 +62.0 -66.8 +61.1 - 85.8 +80.3 - 552 +59.6 - 64.6 +59.1 -64.1 +58.8 -63.6 +58.1 36 ft -71.3 +65.7 -69.6 +64.0 -68.3 +62.8 - 67.4 +61.8 - 66.6 +81.0 -65.9 +60.4 -65.4 +59.8 -64.9 +59.3 -64.4 +58.8 38 ft -72.1 +66.5 -70.4 +84.7 - 69.1 +63.5 -882 +62.5 -67.4 +61.7 -66.7 +61.1 .66.1 +60.5 - 65.6 +60.0 -65 -65.2 +59.5 40 ft -72.9 +67.2 -71.1 +65.4 -69.9 +642 -68.9 +63.2 58.1 +62.4 - 87.4 +61.7 -88,8 +81.1 -86.3 +80,6 -65.9 +60.: 42 ft 44 ft -73.6 +87.9 -74.4 +88.8 -71.9 +66.1 -72.6 +86.8 - 70.6 +84.8 -71.3 +65.5 -69.6 +63.8 -70.3 +64.5 o 1-; w� a m o -67.5 +61.8 -682 +82.4 o <n is: °I - 66.5'! +60.8, -672 +61.4 48 ft -75.1 +692 -732 +67.4 -72.0 +66.1 -70.9 +65,1 -70.1 +64.3 - 89.4 +83.6 -68.8 +83.0 -68.3 +82.4 -87,8 +62.0 48 ft -75.7 +89.8 -73.9 +68.0 -72.6 +68.7 -71.6 +85.7 -70.8 +64.8 -70.1 +84.1 -69.5 +83,5 - 68.9 +83.0 -68.4 +62.5' 50ft -76.4 +70.4 -74.5 +68.6 -73.2 +67.3 -722 +862 -71.4 +85.4 -70.7 +84.7 -70.1 +64.1 - -69.5 +63.5 , 89.0 +63,1` 52 ft -77.0 +71.0 -752 +69.1 -73.8 +67.8 -72.8 +88.8 -72.0 +65.9 -71.2 +652 -70.6 +64.6 -70.1 +84.1 -69.6 +63.6 54 ft -77.6 +71.6 -75.8 +69.7 -74.4 +88.4 -73.4 +67.3 -72.5 +88.5 -71.8 +65.8 -712 +65.1 -70.6 +64,6 -702 +64.1 58 ft -782 +72.1 -78.3 +702 -75.0 +88.9 -73.9 +87.8 -73.1 +67.0 -72.4 +68.3 -71.7 +85.6 -712 +65.1 -70.7 +84.6 60 ft -79'4 +732 -77.5 +71.3 -76.1 +69.9 -75.0 +88.8 -742 +68.0 -73.4 +87.2 -72.8 +66.6 -722 +66.0 -71.7 +85.5 0 LORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES P INTERIOR ZONE 4 PRESSURES 15ft Mean Roof Helg 10 -732 -70.3 -68.3 -66.7 +54.7 +532 +522 +51.4 2 -71.3 - 892 -87.6 18ft 20 ft 16 ft 22 ft 24 ft 26 ft 28 ft 30 ft 32 ft 34ft 36 ft 38 ft 40 ft 42 ft 44 ft 48 ft 48 ft 50 ft 52 ft 54ft 58 ft 60 ft Tributary Area (Sq Ft) 15 20 25 30 35 40 45 50 +55.4 +53,9 +52.9 +52.1 -76.1 -73.1 -70.9 -69.3 +56.8 +55.3 +542 +53.4 -77.8 -74.7 -72.5 -70.8 +58.1 +58.5 +55.5 +54.6 -782 -74.0 +57.7 +58.6 -77.6 -75.4 +58.8 +57.6 -78.9 -76.6 +59.8 +58.6 -802 -77.9 +60.7 +59.5 -81.4 -79.0 +61.6 +80.4 -82.5 -80.1 +82.4 +812 -83.5 -81.1 +632 +62.0 -88.0 -84.5 - 82.1 -802 +85.7 +64.0 +82.8 +81.8 -89.0 -85.5 -83.0 -81.1 +66.5 +84.7 +63.5 +82.5 -79.3 +59.3 -72.3 +55.7 -80.8 +60.3 -73.6 +56.8 -822 +61.4 -74.9 +57.7 -83.5 +62.3 -78.0 +58.6 -84.7 +632 -772 +59.5 -85.8 +84.1 -782 +80.3 -87.0 +64.9 -792 +61:1 -90.0 -88.4 - 83.9 -82.0 +672 +65.4 +642 +632 -90.9 - 87.3 -84.8 -82.8 +67.9 +88.1 +64.8 +63.8 - 91.8 -882 -85.6 -83.6 +68.8 +86.8 +65.5 +64.5 - 92.7 - 89.0 - 86.4 -84.4 +692 +67.4 +66.1 +65.1 - 93.5 - 89.8 -872 -852 +69.8 +68.0 +66.7 +65.7 -94.3 - 90.6 -88.0 -85.9 +70.4 +68.6 +67.3 +882 -95.1 -91.3 - 88.7 -88.6 +71.0 +89.1 +67.8 +66,8 -95.8 -92.1 - 89.4 -87.3 +71.6 +89.7 +68.4 +67.3 -98.6 -92.8 -90.1 -88.0 +72.1 +702 +88.9 +87.8 -98.0 -94.1 -91.4 -89.3 +732 +71.3 +89.9 +68.8 DESIGN P =7 -s r -r - Zone 5 -65.4 +50.8 -68.3 +51.5 -65.8 +51.7 -67.3 +52.8 -67.9 +52.7 -69.5 +53.9 -70.9 +55.0 -722 +56.0 -73.4 +57.0 -74.6 +57.9 -75.7 +58.7 -76.7 +59.5 -77.7 +60.3 -78.8 +61.0 -79.5 +61.7 -80.4 +62.4 -812 +63.0 -82.0 +63.7 -82.8 +64.3 -83.5 +64.8 -842 +65.4 -84.9 +65.9 -85.6 +68.5 -86.3 +67.0 -87.5 +68.0 -64.3 +50.2 -652 +50.9 -88.8 +522 -68.3 +53.3 -69.7 +54.4 -71.0 +55,4 -722 +58.4 -73.3 +57.3 -74.4 +58.1 -75.4 +58.9 -76.4 +59.8 -77.3 +80,4 -782 +61.1 -79.0 +61.7 -79.8 +62.4 -80.6 +83.0 -81.4 +63.6 -82.1 +84.1 -82.8 +84.7 -83.5 +652 -842 +85.8 -84.8 +68.3 -86.1 +672 -63,3 +49.7 -642 +50.4 -68.7 +53.9 -69,9 +54.9 -71.1 +55.8 -722 +56.7 -73,3 +57.5 -74.3 +58.3 -752 +59.1 -762 +59.8 -77.0 +60.5 -77.9 +81.1 -78.7 +61.8 -79.4 +62.4 -802 +63.0 -80.9 +63,5 -81.6 +64.1 -82.3 +64.6 -82.9 +65.1 -83.6 +65.6 -84.8 +66.6 -62.5 +49.3 -63.4 +50.0 -84.9 +512 -88.4 +52.4 -67.8 +53.5 -69.0 +54.4 -702 +55.4 -71.3 +562 -72.3 +57.1 -73.3 +57.8 -74.3 +58,6 -76.8 +80.8 -77.6 +61.3 -78.4 +61.9 -79.1 +62.4 -79.8 +63.0 -80.5 +63.5 -81.2 +64.1 -81.8 +84.6 -82.5 +65.1 -83.7 +88.0 -61.8 +48.9 -82.6 +49.6 -642 +50.9 -65.6 +52.0 -66.9 +53.1 582 +54.0 -69.3 +55.0 -70.4 +55.8 -71.5 +56.6 -72.4 +57.4 -73.4 +58.1 -75,2 +59.3 -76.0 +80.0 -74.3 +58.8 -75.1 +59.5 -75.9 +602 -76.7 +60.8 -77.5 +61.4 -782 +82.0 -78.9 +62.5 -79.8 +63.1 -802 +63.6 -80.9 +64.1 -81.5 +64.6 -82.7 +65.5 WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 3. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 6. 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 z / 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. 7. 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. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4, DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd=0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INERPRETATION IF REQUIRED. (D-- I ® I-C) I ELEVATION WALL ZONE FIGURES BASED ON Kct j0 SEE TABLE NO-s•tS FOR ALT•Xd I PEAK ROOF HEIGHT MEAN ROOF HEIGHT C =5 In m z Cl, DRWN CL REMARKS INR ISSUE REVISE FOR 07 FBC TSB CHKD FIB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PE. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION, 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING 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 #9885 TIR 1Y .au..■■.■ .0 n.. u■■■u.■■■u■■VIMIBE IEM uln■u■u■■un■.■. M ■■■■ ■ H■!i■E' ` ran a y ■■ n■■!u■■■■ __ , . ng , I J 1( � � 35 x 81 1/2 (75/ -85) I! 36 x 49 3/8 n■■ ■II m ! ra■ :�� i III (65/ -120) FL13040.2 minim r■■ . Noll !mg IIIIMEMPIM IG1 09- 0310.05 ► t� UN I i ._llpilli . i __1111121E0417 4 17 ■ 6 q 1 /A I`s 1 1;1E11M � �, �' YY_YY____ �s 35 7/8 x 49 3/8 ■ ... . ■r . ■ 1�. INERN • 1 Min limn= � n.■■ (65/ -120) FL13040.2 l: 111 ■1 I.■.■. ■...■ Min Il i./ p, aI III �1MM Et ■ ■ ■P!Mei■ _ ■■ ■I . w■■■ l ■_ o VERE On # li.■■1 II� I� I■IIN U■ ■■ .i 1 � � 170) wpm ;r P ■ ■ L.■■ TI _ - - i i..� �� m ■. n■ nl r 6.1nrn. ■11A( ■ ,t : ' ■■ ■ :IMPAC 3 1/2 "1 �� 35 7/8 x 49 1/2 " "�� ■ ■. 5 0r ! 0l 65/ -120 FL13040.2 I � �! t li n (65/ -120) FL13040.2 ., �.: ■� � .�_ ilimmummmill E , 039.51. ■■ • !1I■■ ■.. ■. ■ ■ ■ l iglirnu" r ■n■I ■A■ ■ • Ii 1 ■H i •111.511.111111 I CSM I , I. ■■.. ■� .. i s iii v i ii i . ■.. I�, ■.■■. ■■ Ii li.m _ ■■ ■■ immumnimIL ac ■ki■■■�■ 7 11 u■n ■ ■ ■ '� =■ . n. 72 7 /8 x 49 3/8 1 I 52 x 37 (80/ -140) � ■ �I�n� FL13039.5 ■ ■■ � � (SO /- 126.1) FL13039.5 ■ ■ ■r � .■ ■ Il 52 x 493/8 n.■ ..... .. ■.■■. ■ ■ ■D■■ ■■■■U.■ 11 En (80/ -140) FL13039.5 �■ u■ ■ ■ • � �■ � ■ .....�....... ■■ ■■ � l ■ In■ l Ell ■ ■■ ■d • ■IIlE■■ l■■■Il Fd■ 1I1 � Ul � I l n■ llI n P .■■ 1 ! l ,f tan II n■■.■ ■ ■ l■/■ .■ F . F I./ _ ■u el ME ■rr■ 1` 126 x 613/4 ■■1:7`C1rr ►■■II■ URI ■_ YYYYY�l�3 A 5/ -100) FL13039.7 32 x 791/2 OM 1,M1 N " _ ■ ._■ '�■■■ ■■ 1 - ►, �� ■ ■■■» . ( + / -so) FL7730.2 N � l :A Al L Il ■■ 4■ ' ■■■ i■ ■ ri i .. ■■ ■ ■■ ■■. ■Iu■. 1■■ ■■I�■� ■■ ■.' If 3/8 . ■ ■ ■■� 36 x 37 3/8. 11111116 ■C ■■ fi '3039.5 ■ ■_. ��n ■ ■ : (80/ 140) FL13039 5 . r ■ ■ I ■.I■n ■ ■ ■■■■ AIM' I ■ ■■. ll__uu-uuI■ n. ■ .■ .....■■► ■i.■ � !!■I■ ■■ ■i1■■Lnw!.!.22.!!!l■■. . FM 111111 UMIUMMILIIMIIIMMICHIMILIE M 72 7/8 x 371/4 (80/ -140) FL13039.5 p r^ a absolI woroAf et } MIAMI �DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion- L.M.Y. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 7 of 7, dated 04/28 /00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., beating 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 LABELING: Each unit shall bear a permanent label with the manufacta rer'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 on 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 renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. (54: NOA No 06 0125.07 Expiration Date: June 22, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared. by POT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1.. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. FI'L-2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 Aa" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by POT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 sus Jaime D. Gascon, P E. Clue Product Control Division NOA No 06- 0125.01 Expiration Date: June 20, 2011 Approval Date: July 20, 2006 ti PGT Industri NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL B "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS �. ' II�I� H • NOTES; W2 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 &7 MI) MAX OPENING = H OR H11-H2 MULL LENGTH = W OR W1-1-W2 M2) MAX OPENING = W OR W1-1-W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) ANCHORS DETAIL "B", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED w/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ONN PAGES 5, 6 & 7 MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. MULLIONS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B; C" OR "0" BOTH ENDS DESIG ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 30/06 5/06 D-ADO NOTES 5 & 6 C Redeem TECH. REFS. UNITS. FE # L. � X71 2 Structural 1070 TECHNOLOGY 018VE NOKOMIS, FL 34270 P.O. BOX 1929 NOKOM!$ FL 34274 R r ,levad er F.K. P.J.R •/ 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION sedes/NCden MULLS sneer: 1 to 7 Owrrng 6221 H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR 141 +H2 MULL LENGTH = W fiddlageode Aorepbors -0/ AMP WOO BUCK PGT 1x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN POT 1x MULLION 1 " MULL= &" MW. 2h(Tw) FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL ° A" POT 1 x MULLION SEE NOTES 2 & 3 M1tr4 *TP) 1 • 2" OR 4° 2 "OR4 #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 ;12 SCREW, SEE NOTE 3 SEE NOTES 2 & 3 POT 1x MULLION TYP CAL. MULLION TO STRUCTURE WITH !NOTES; WOOD BUCK. DETAIL B" 1. FOR CONCR* 1 t APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" 5S4 CRETE —FLEX MASONRY j_ ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1' '•yi 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR AZ STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL STEEL IN CONTACT W17H ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE I SEE NOTE 1 • #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE W1774 EACH OTHER) SEE NOTE 3 POT 1x MULLION � , BG Robert 1. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOxOMP% R. 34275 P.O. 50X 1529 MOM R. 34274 WoOD f MW. [BUCK / 2k(TY ) R . F.K. O em ey: P.J.P. 47 /O0 Rtk: 2 OR 4" TYPICAL MULLION TO STRUCTURE WITH WO BUCK REMOVED FROM CONC.. DETAIL "C" WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 GGERED ON S (SO AS NOT RE WITH EACH OTHER) NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 es +rkb Men des AtortamPla ALUMINUM TUBE CLIPPED MULLION Sartea/6t"Qe1: Seats: Wank Om:kg Me. MULLS NTS 2 at 7 6221 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR lx MULL MULL SIZE I x 2 x 3/8 f x23/4x3/8 1 x 2 3/4 x 21/32 t x4x3/8 1 3/18 1 15/18 1 3/8 3 3/18 A/2 2. 3/8 MW. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX iMIN.—r MIN. O ONE (1) ANCHOR L ®TWO(2AANCHOR, NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE Rt•tN TO CHARTS I THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 3. REFERENCE TEST REPORTS: FTL -2902. 2903 AND 2975. A TWO (2) ANCHOR OR ® THREE L3) ANC S HOR © FOUR ( (2)EQ. SP. (A- 3/4)/2 iMIN. Q THREE (3) ANCHOR LOCATIONS Robert 1. Clark, P.E. PE /38712 Structural 1070 TECHNOLOGY ORNF morrows, Fl. 34275 P.O. 80X 1529 morrows, Fl. 34274 MIN.TYP. (4)EQ.SP.O (A- 3/4)/4 MIN. 0 FIVE (5) ANCHOR LOCATION$ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 6 1.Z wFo Cron gr P.J.P. xca� 1 " HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Sales /NaQSB MULLS S X (6) ANCHOR LOCATIONS 0/30/06 5/06 M8/00 Scars: NTS O -M C H9 IRIS SIT MIN. TYP. C W, ADD DM&? Sheet of 7 3 Matra RENAVED Acceptant* :.,, .p avow, No. 6221 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IN S tom TECRNOt00r DR5 NOXOMIS FL 34275 P.O. BOX 1529 NOXOARS, FL 34274 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS P: 0- lir WIG 1 1S SHT R a /6/06 6tproic lNIS SLIT 0/30/06 Drown Hp P.J.P. 429/00 Description' 1 " HEAVY WALL, MULLION PROFILES 9114: ALUMINUM TUBE CLIPPED MULLION Sates/Madetr Scaler lank Orowin9 Na. MULLS 1X I 4 a 7 6221 Raw. D CHART 2. - 1x2.75x.375 QTY. & TYP. . ANCHOR — F0 60 70 80 CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A OPENING (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (2) A (3) (3) B 2 CUP TO MULL & (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 42 48 50.825 64 80 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 166 170 145 152 131 131 113 113 86 86 73 73 67 67 54 54 43 43 36 36 25 25 23 23 127 131 118 116 101 107 112 112 99 99 90 90 97 97 85 85 77 77 73 73 85 85 58 58 170 170 170 170 170 181 82 62 54 54 49 49 57 57 50 50 45 45 45 45 40 40 35 35 161 170 148 170 140 170 147 170 135 165 126 153 37 37 32 32 26 28 30 30 26 25 23 23 21 21 18 18 18 16 19 19 17 17 15 15 170 170 170 170 154 170 OPENING WIDTH IN INCHES 170 150 136 121 100 84 72 54 45 41 32 26 21 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 100 (2) A (3) B (3) B 170 149 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 88 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 119 134 118 80 68 50 93 77 65 48 42 38 30 40 36 28 22 18 (3)A (4) B (3) B 170 170 170 141 93 40 36 28 18 (2) A (3) B (3) B 170 149 134 118 92 76 64 46 38 35 27 21 17 120 170 134 141 118 (3) A (2) A (4) B (3) B (3) B (3) B 170 170 170 149 92 92 76 76 64 63 46 45 38 37 35 33 27 26 21 17 20 16 130 160 (3) A (2) A (3) A (4) 8 (3) 8 (4) B (3) 9 (3) B (3) 8 170 170 170 170 149 170 170 134 170 141 118 141 92 92 92 76 76 76 63 63 63 45 44 44 37 38 38 33 32 32 26 24 24 20 19 19 16 15 15 50 80 70 80 l 80 100 110 (2) A (2) A (2) A (2) A (2) B (2) B (2) B (2) B (1)13 (1)B (1)B (1)B 155 142 134 130 129 118 107 102 115 100 91 85 94 67 58 50 38 32 30 24 19 81 73 68 58 51 47 49 44 40 43 38 34 32 29 28 27 24 22 25 22 20 20 17 16 (2) A (2) A (2) A (2) B (2) B (2) B (1) B (1) B (1) 9 130 130 130 100 99 99 82 80 80 64 44 37 32 24 20 18 16 63 42 35 30 22 18 17 62 41 34 29 21 17 16 20 130 180 (2) A (2)'A (2) B ( B (1) B (1) B 130 130 99 99 80 80 62 82 41 41 34 34 28 , 28 20 20 17 16 15 15 (2) A (2) B (1) 130 99 80 62 41 34 28 20 16 7 55/06 O.cn, ax _ INQT Vertical Mull k,Opening_l Width Mull Length Horizontal Mull Opening l Width I __ Mull Length Multiple Mu led Units Opening Width �ull Length UNITS, E SHEET 1, 1/4") OR 1 3/4") RTES PRODUCTS r CM THis SNT R WED RtAASIONS 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Shalt oa.us Ao. 5 a 7 6221 Raw D CHART 3. - 'Ix2.75x.650 CITY. & TYP. ' ANCHOR CUP TO OPENING (2) B (2) B (2) B 170 181 148 133 113 105 97 73 61 170 136 125 112 94 87 81 67 58 170 158 143 128 107 99 90 67 56 to z CLIP TO MULL Ld 42 48 50.625 64 60 63 66 72 76 78 (3) B 50 60 70 80 90 (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (2) B 170 170 166 152 133 125 118 106 91 (2) B (2) B 170 170 170 160 170 148 170 135 152 117 143 110 135 103 108 92 91 77 (2) B (2) 9 170 170 170 148 169 136 155 124 134 108 126 99 118 93 92 81 77 68 (2) B (2) B 170 170 169 141 158 129 142 116 122 99 114 92 107 86 81 73 68 61 (2) B 170 137 123 109 90 83 77 63 52 84 84 67 90 54 96 44 108 31 111 29 84 71 L 71 63 63 , 58 67 57 57 50 50 44 54 44 31 29 46 46 40 40 38 38 33 33 26 26 23 23 24 24 21 21 36 29 20 18 Vertical Mull MVO Length �Opening� Width Horizontal Mull Open ing With Mul Length Multiple Mul ed Units \Opening Width Mull Length OPENING WIDTH IN INCHES 56 , 51 51 44 40 40 29 26 28 20 18 18 18 17 17 (3) B �� B (3) B (2) A (3) B 4) A (3) B {4) B (3) B 48 37 36 32 32 30 24 17 15 100 (2) B (2) B 170 170 157 137 141 123 125 , 108 103 88 95 81 93 80 91 85 75 82 73 80 63 60 60 " 58 58 52 49 49 47 47 48 45 45 , 43 43 17 15 15 16 110 120 130 1 (2) B (2) B (2) B (2) B 170 170 170 170 157 137 157 137 141 123 141 123 124 108 124 108 101 88 100 , 88 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. COX 1529 NOKOMIS FL 34274 (2) B (2) B 170 170 157 _ 137 141 123 124 108 100 88 80 91 80 73 79 73 56 56 66 48 46 45 42 42 40 40 37 35 35 33 33 32 32 30 30 28 28 26 26 25 25 23 24 23 23 21 21 20 20 18 60 (2) A ( (2) B 170 157 141 124 100 91 79 56 46 30 23 18 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R 4 % , 5�30/O6 O-t ft GHG THIS SILT Kegs er: g75/66 OFD REWSIGNVS P.J.P. 48/00 , 1" HEAVY WALL, PRESSURE CHART 3 r ALUMINUM TUBE CLIPPED MULLION SeNea/Modetr MULLS soots: NTS Strew: 6 0' 7 Drawing Na 6221 QTY. & TYP. ANCHOR 80 (2) A (3) A (4) B (6) B 80 70 (2) A (3) A (2) A (3) A (4) B (6) B (4) B (8) (5) B (5) B (5) B (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 159 170 144 150 170 135 134 170 120 125 160 112 121 148 108 129 111 117 98 102 170 170 170 170 170 170 170 165 140 (5) B ( B 170 170 170 170 170 170 169 170 143 170 133 170 125 170 110 148 102 126 (3) A (2) A (3) A (2) A (6) B (4) B (6) B (4) B (5) B (5) B (5) B 170 170 170 170 170 170 170 170 170 162 170 158 136 170 131 126 170 121 117 166 112 103 136 98 95 116 90 (5) B (5) B (5) 170 170 170 170 170 170 170 170 170 170 187 170 170 128 170 170 117 169 156 108 150 127 94 120 108 86 102 99 83 (5) B 170 170 170 1 (5) B (Or • (5) 6 170 170 170 170 170 170 170 170 170 170 170 170 (5) B 170 170 170 CHART 4. - lx4x.375 42 60 83 88 72 78 78 84 90 98 108 111 144 CLIP TO OPENING CLIP TO MULL .6. OPENING WIDTH IN INCHES (2) A (4) B (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 Mull Length —1 r,Opening,l Width 170 3) A (6) B (5) B 170 170 170 170 170 170 138 112 95 95 92 78 78 59 59 50 50 64 64 54 54 27 27 22 22 99 90 82 82 74 87 67 60 47 47 42 43 43 38 19 19 17 Horizontal Mull I ' Opening w¢eh Mutt Length -7 (2) A (4) B 116 92 108 92 83 83 74 67 87 80 54 54 42 37 37 38 34 34 17 15 15 Multiple !Vial ad Unite Opening Width Adutt Length 110 120 90 100 1 (3) A (2) A (3) A (8) B (4) B (6) B 116 166 27 170 157 170 108 145 91 115 87 83 98 80 89 77 77 73 73 69 69 62 82 58 58 54 54 50 50 47 47 44 44 34 34 32 32 30 30 31 31 I 29 29 27 27 (3) (4) 157 127 116 105 89 81 78 66 52 42 28 26 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TES - PORT FTL -2902, 2903 AND 2975 4. ANCHOR TYP 0 1/4" TAPCONS, EMBED. (1 1/4) OR " SS4 CRETE —FLEX, EMBED. (1 3,) /4 12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ..130 180 B ' ?6) B (4) B (6) B 170 157 170 170 127 170 165 116 165 144 105 144 112 88 111 95 79 93 87 75 84 86 62 62 62 48 48 42 38 38 28 25 25 26 23 23 F.K. S SO /06 D- i0 ONO THIS SHT $/O6 C - MARK REVLS1ONS Doan W P.J.P. 48/00 _ aesertpumr. 1" HEAVY WALL, PRESSURE CHART 4 '070 Haxowa FL J4275 x "N0L0°4 °"5 ALUMINUM TUBE CLIPPED MULLION SeNe /Nadel: seater ' Sheet: Drawing No. MULLS NTS 7 a/ 7 6221 P.D. BOX 1929 NOKOMIS. FL 34274 roe: Row D MIAM1.DADE COUNTY 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 AM 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: Aluminum Outswing Entrance Door -LMY APPROVAL DOCUMENT: 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 Vigor, 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 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 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 L Chands, P.E. ecOUWn APPROXFD;)';? 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 wwwaniamidade.gov/buildingcode 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. IDRAWINGS (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 203 - 94 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 0.1/15/04 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 Vigar, 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.L DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "El. DuPont DeNemours" for "DuPont Butacite 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 • Vigor, 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. E -1 1e1 Ishaq L Chanda, P.E. Product Control Examiner NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 11 II 2 b 11 II II V 11 II 2 ZI \�\ 11 el �L44ii S 11 Il 6'F { W II r eS A j 1 I I I Ism 1 1Np13N 4V37 I \ OII li II 11 / I� li \ 11 11// II 0 II \ // II ...... i1 1 - n II\ /II -II II \ 11 -] f r '1 R -- H = Il - ti -11 f___ / /1, I� ? II II :■\ \ / 11 \ 1 I 'xvn .a/r ss J 01io ,1 ,�'� III T� #4.4 J SUM OUTOING ENTRA DOO APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WIFH SIDEUTES USING MIAMI— DADE,COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMhDADE COUNTY APPROVED MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VD.00OY HURRICANE ZONE ()MHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING cONDTTIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE fS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERWLS INCLUDING BUT NOT LIMBED 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. FRAME WIDTH 42' 39 1/8' LEAF WIDTH n (2) Apart. AID AT 3' O.C. AT WO. STILE EMS REQ. FOR WOOD DR WOOD BUCK INSTALLATIONS ONLY DOOR HINGES SEE SHEET 2 FOR OUANTOIES & CAPACITY MAN -DARE COUNTY APPROVED MULLION SEE SEPARATE NOR THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 73 3/4' FRAME TTIDTH 13' MAX. HEAD /SILL HAV ARSHAO VOA@ FLA. PE E f 38883 CAN. 3 � 2 2009 1 3` MAX. HEAD /:ILL CORNERS PRODUCT RVBO AseepancoNoW; Minn I (sheet T of 5 ) ITEM i PARE IF READ. 0HSC8IPIT0N MATERIAL MANF./SUPPLIER/XENAIMS 1 ERODE AS ROM DOOR FRAME 6083 -T8 - 2 ER012 AS REDO. DOOR LEAF 6063 -T6 - 3 V21366 1/ LEAF DOOR BASE BOARD 6083 -T6 - 4 .VI -1483 I/ DOOR FRAME SE 60E3 -T6 - 5 - 1/ 0005 RU. SASE 6063 -16 - 6 52 - 1481 AS RELAX ASTRAGAL STILE 6003 -16 - 7 12 _1535 4/ LEAF CUEING BEAD 6063 -T6 - 8 2801 AS REGD. GLUING GASXET VINYL - 10 1001/68 t/ CORNER CISTEI4 XET ALUMINUM MONTCELLO 11 OGAGOX 4/ LEAF RAIDER ALUMINUM ©ESSE 12 PO X 3/8' 4/ LEASE HRGE IIISI*AAT1014 SOLOS - PH eACNNNE SCREAMS 13 - AS REDO. BULB 7/STRIPPING - - 14 #10 II 2' AS REDD. ASSEMBLY SCREWS - NN SELF CRUDE 19 112 X 1 -1/4 - FRAME ASSEMBLY SCREWS - SUS DESIGN LOAD CAPACITY - PIP SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) tNT. ( -) 2/6 8/8 100.0 140.0 3/0 0/8 100.0 140.0 3/3 0 100.0 140.0 2/6 85.0 100.0 140.5 3/0 7/0 100.0 140.0 3/3 65.0 100.0 140.0 2/8 85.0 100.0 140.0 3/0 8/0 100.0 140.0 3/3 85.0 100.0 140.0 DOS APPROVED FOR ObTAUAIOI4S MERE WATER INFILTRATION RESISTANCE 15 REQUIRED. DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEGHT ENT. ( +) NT. ( -) 5/0 8/8 750 75.0 75.0 69.0 75.0 75.0 5/0 0 2/6 75.0 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75:0 75,0 65.0 2/6 75.0 • 75.0 85.0 3/0 8/0 75.0 85:0 3/6 790 85.0 DOORS APPROVED FOR INSTALLATIONS WHINE WATER SWILTRATI N RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PEW DOUBLE (YX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. ( +) WT. ( -) 5/0 - 750 75.0 6/4 6/8 75.0 75.0 5/0 750 75.0 6/4 7/0 75.0 75.0 5/0 750 75:0 6/4 8/1 790 75.0 • LOADS SOWN "BOW ARE FOR 1NSTALLATION6 WHERE 6us5R 541LIaAnaI 88Fi95IANCE •s NOT REOUIREO. 1010 EXLERDR( +) LOADS TO 48 PS? FOR UOITA3ATIONS WHERE WATER LVFFLTRATION RESISTANCE IS RECEDED. LOCKS SINGLE DOORS; 3 POINT LODE 513104 AT ACTIVE LOCK SOLE 36' FROM 8a1TO11. KEY OPERATED ON EXTERIOR AND THUMB TURIN ON INTERIOR STRIKE PLATE 1-1/4" X 1/4' K 16 -1/4' LONG ATTACHED YRTH (2) #8 X 3/4 505 JUNG, . INj T•E DOORS; T8O -HABIKD COMB HONG EXTRUDED RUMEN NIL 04500E 2 BY 'GI£350' (5) PER LEAF AT 8'. 12'. 3s'. 83 -1/2' AND 62 -1/2' FROM TOP OF DOOR LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH 601.15 AT TOP AND BOTTOM OF ''{COME LEAF PART 102181 ATTACHED WITH (4) 110 X 1 -1/2' 58121. 3 POND LOCK SYSTEM AT ACME LOCK SOLE 38' FROM BOTTOM. KEY OPERATED 004 EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4' X 16 -1/4' LONG ATTACHED WITH (2) 16 X 3/4' SMS • BINGES SINGLE DOORS; TWO-HANDED COAST F@JO EXTRUDED ALUMINUM BRIDGE 2 BY WOVE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3'. B' AND 28 -3/8' FROM T'OP AND BOTTOM. ow AT YNSPAN (6) Y. 9' AND 28 -338' FROM TOP AND BOTTOM • HINGES DOUBLE DOORS' TWO -HANDED COMB RING EXTRUDED ALUMINUM BRAME 2 BY 'CIESSE' (5) PER LEAP AT 8', 12', 35'. 83 A 14 D 82 - 1/2' FROM TOP OF DOOR 1401E TOP AND BOTTOM FUISH BOLTS MIST BE ENGAGED DURING PERIODS OF HURRI WARNING. LOCKS DOUBLE DOORS; 62(132£118E; MANUAU.Y OPERATED CONCEALED FLUSH 60LIS AT TOP AND BOTTOM OF ACTIVE LEAF PANT #02181 ATTACHED WITH (4) #8 X 1 -1/2' EMS. • 3 PONT LOCI SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM, kEY OPERATED ON EXTERIOR AND 1W146 TURN ON INTTRIOR. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOSU N OF Mom& LEAF PART 102188 ATTACHED WITH - (4) #5 X 1-1/2' SIB. 3/ HEAT STREN'0 GLASS 090' 1NTERIAYER BUTACTE Pub BY 'DUPONT' 3/18' HEAT SIREN'D BASS GLASS TYPE SILX:ONE GE SCS 2800 SILGtAZE I 3/16' HEAT STREN'D GLASS .100' MEDIATED SENTRYGLAS PLUS BY 'DUPONT 3/16' HEAT STREN'D GLASS LASS TYPE 'H' SUCONE GE SCS 2800 SILVAN O PRODUCTRENEWED Deb $= FhNie- TE: Dhision GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -0EC -219 Ati6HAD VIDAR OIL FL CARR. 3338 JUN 0 2 2009 0 0t. a 0. 14 gata 0 U 1/ I N drawing no. W04-01 wheel 2°.f 5J TYPICAL ANCHORS SEE ELEV. FOR SPACING /8 % 1/2' SMS Y FROM ENDS AND 10' 0.C. MAX. (4) /12 X 1' MS AT 2" O.C. MAX. AT CENTER OF SILL REDD. AT DOUBLE (RN) DOORS ONLY p FOR SNOA RATING SEP N S I :i3 i 4 ' I ji I�. -1\, 18AKI —DADS COUNTY APPROVED MULLION SEE SEPARATE NOA • SEE ELEV. FOR SPACING u =177 KS). Eps155 KM) WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY I -1/4" MIN. EMBED INTO CONC, OR MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND. MASONRY = 2 -1 /Z" MIN. INTO WOOD STRUCTURE = r MIN.' INTO METAL STRUCTURE - 3/4" MIN. CONCRETE rc m 3000 PSI MRI. C -90 HOLLOW/PILLED BLOCK rm, = 2000 P9 5®N. JUN 0 Z 2009 WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. vitesocnalitab - 1 /4' DI TEK5 /ORS -FLEX SET F DRI_LING SCREWS (GRADE 5 CRS) TYPICAL ANCHORS m Yalm� SEE ELEV. FOR SPACING BBdiSF „ INTO MIAMI -DARE COUNTY APPROVED MULLIONS 13013131111414 I1 ONTO METAL STRUCTURES STEEL : 1 /B" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : I/8' THK. MN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SEALANTSI ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WRH ADSEL OR TEKNA 50729 SEALANTS. FLA. PE 0 9888.7 CAA. 3538 .0 m 0 4 s drawing no. W04 -01 (stmt 3 of 5 ) Florida Building Code Online BPS Home I Leg In Category Subcategory Product Approval USER: Pubic 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 Compliance Method Certificate of Independence User Reglstratbn Hot 'Topics Submit Surcharge 1 Stats & Facts i Pob4catbas Pmd�u� A roust Menu > Product or anoirabon Search > Aooli[atbn LIST > AppICatbn Detail Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Referenced Standard and Year (of Standard) latp://wwwiloridabuilding.org/pr/pr_app_dthaspx?paraGEVX... PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustrie.s.com Robert Clark bciark@pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext21106 bdark@pgtindustries.com FBC staff f BCIS Sate Map E Links I Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven N. Urich, PE Validation Checklist - Hardcopy Received FL13039 RO CDI 511381.odf Standard AAMA/WDMA /CSA 101/I.S /A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 Veer 2005 2005 2002 2002 2005 1994 1994 1994 1 of 3 2/15/2011 2:33 PM Florida Building Code Online w Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Imp://www.floridabuilding.org/pr/pr_app dtl.aspx?param wGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 FL # 13039.1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) Installation Instructions FL13039 RO II 08- 00838.odf Verified By: Luis Roberto Lamas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511381.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.2 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -65 Other. Rigid PVC From L.B. Plastics RAMA Certified (LBP -1) installation Instructions FL13039 RO Ii 08- 00839.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL1 039 RO AE 511382.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00840.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511383.pdf F113039 RO AE NOA 05- 1208.02 Dupont PVB pdf F113039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.4 Model, Number or Name Description 2LT HR2710 PVC Horizontal Roller 2LT HR2710 PVC Horizontal Roller 74 1/4" x 53 1/4" 2LT HR2710M PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4" 2LT HR2710MI PVC Horizontal Roller 2LT.HR2710MI PVC Horizontal Roller 74 1/4" x 63 1/4" 2LT HR271OM1 PVC Horizontal Roller 2LT HR2710MI PVC Horizontal Roller 74 1/4" x 76" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00841,0df Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F113039 RO AE 511384.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 2LT HR2B10MI Horizontal Roller 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL13039 RO Ii 08- 00842.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:33 PM Design Pressure: +70/ -100 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Evaluation Reports FL13039 RD AE 511385.od( FL13039 RD AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.6 3LT HR2710MI Horizontal Roller 3LT HR2710MI Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -65 Other. Rigid PVC From LB. Plastics AAMA Certified (LBP-1) Installation Instructions FL13039 RO II 08- 00843.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511386.pdf F113039 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.7 3LT HR2810MI PVC Horizontal Roller 3LT HR2810MI PVC Horizontal Roller 130" x 63° Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +751 -100 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP-1) Installation Instructions FL13039 RO II 08- 00844.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RD AE 511387.odf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.cdf Created by Independent Third Party: Yes Florida Building Code Online s http : / /www.floridabuilding.org/pr /pr app dtl.aspx?param wGEVX... Department ofComman@y A/ra®s F1or1da t dig Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -1824, Far (850) 414 -8436 8) 2000 -2010 The State of Florida. AS rights reserved. Prpracv Statement I Crardisit.61ateragat I A�S""V statement I Matt-W I Quinimat.Saeppii.suotax I Contact Us Product Approval Accepts: 3 of 3 2/15 /2011 2:33 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511385 336- 945 -9695 Manufacturer. PGT industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 2LT HR2810MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document drawing number 08-00842, titled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210- 3638 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +70.0/- I00.0psf design pressure, 12psf water infiltration TAS 203-94 Cyclic Pressure Loading, +80.0/- 140.Opsf design pressure 3. Test Report No. NCTL 210 - 3638 -1A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMANVDMAICSA 101 /1.S.2/ A440 -05 Design pressure: +70.01- 100.Opsf Water penetration resistance: 12psf ASTM E 1886-02/ -05 and ASTM E1996- 021-05 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +80.0/- 140.0psf design pressure 4. Anchor calculations, report number 511385 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. 5. Comparative analysis, report number 511385 -2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +70.0 /- 100.0psf (See charts in approval document for smaller units ratings) • Maximum overall size: 74'/ <" x 63 °/a" • Maximum D.L.O.: 31 3 /" x 54 %" • Units may be glazed with: o 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPius — 1/8" HS — Air — inboard Ilte 1/8" Temp, or o 5/16" monolithic laminated glass consisting of: 1/8" HS — 0.090" Sentry GlasPlus — 1/8" HS, per ASTM El 300. • 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 extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: • Units must be installed in accordance with approval document, 08 -00842 Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 � 1 �y�1 i i '1/4 fi • *// Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 DESIGN PRESSURE RATING IMPACT RATINO + 70.0 PSF - 100.0 PSF LARGE AND SMALL MISSILE IMPACT Refip 101 040' 63.25 MAX. UNIT HEIGHT 6" MAX. 6 MAX. 12" MAX. O.C. 6" MAX. 74.25" MAX. UNIT WIDTH 10" MAX. O.C. 2LT HR28f0141I HORIZONTAL ROLLER WINDOW EXTERIOR MEW Maximum design pressure malty chef a r HS 2MOOS PVC Horizontal 511dfag Window SHEET NO. 1 2 — 4 5 -- 6 MAX. 54.75" MAX, D.L.O. 59.25" PANEL HEIGHT Number alanahorepare -: r . tw analysis Dnfbanebored • - OW woadaar I11rai11t�1 irt 1:11111111111 rct�a� ELMILUDEELIKMA tf IM1'F7MU [II/11t « J - Luc71 1400 Lausla L J 7/SU3raii 'ULLT£ItTI37 c.: It5'>1LL3.' IC:7L7Ii 2A.371r'EJC[S'iILCb'[ffui 140 L [lii l> .'711.21111 I]1EalisL37I[ bl11L[37I[ 3ICLliF»1UT! Pal DJ1 ' I LXJ '7L 1 4 . 0 C 17fL3 >mf (�xll � T 11E IRCLI L :01 m MI Kill 00 8 mi�mi)� 80-0 eau 1 DO. SOD MUM iiiraiiiiUM211MUIFirailitn ET/11=111U111=211aa L ai! JL.L ZI NELMp EIlEi EEEM EaEISEaE11 £fyEEE71 111:11 WA MIA MEEE MENNMMa , :Ts NMI EE APIA WI Eta LtErAIIILIMMILIMOUNIKUIKUI1111111Vsiirtigunignrui >� sr DEsd N J AIE 11 -E �, 1r7aE>Ii EaEi11E1117Ea■[an■I[>RIIF I ICENNIEMBILIMIENIKEINLIMEMKINIELIMIIIKEILIB %fight 1181 or a107Ex saw TABLE OF CONTENTS • DESCRIPTION ELEVATION AND GENERAL NOTES INSTALLATION DETAILS COMPONENTS AND GLAZING DETAILS REVIS1ONS RtVV 1 DESORPTION I DATE I APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR INSTALLATION INTO CONCRETE /MASONRY U 3/16" 1TW TAPCON ITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4 MINIM - • SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES DRAWN: R.L. I DWG NO. 08-00842 REV 1- Se4.1 NTS !D 09/02/00 V 1 OF 5 CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 1.25" MIN. EMS. EXTERIOR 2.50" MIN. EDGE DISTANCE 4 INTERIOR HEAD & JAMB CONCRETE MASONRY FLANGE INSTALLATION HEAD SHOWN, JAMES SIMILAR .25" MAX. J SHIM SPACE 2.50" MIN. EDGE DISTANCE SILL CONCRETEM4SONRY FLANGE INSTALLATION RIGID FILLER 3/16" TAPCON 3/16" TAPCON RIGID FILLER .25" MAX. {- SHIM SPACE CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS EXTERIOR EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS PERIMETER SEAL BY OTHERS .25" MAX. „f SHIM SPACE — RIGID FILLER #10 WOOD SCREW HEAD & JAMB WOOD FRAMING OR 2X BUCK RANGE INSTALLATON HEAD SHOWN JAMBS SIMILAR SILL WOOD FRAMING OR 2X SUCK FLANGE INSTALLATION T INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE 1 3/8" MIN. EMB_ REVISIONS REV DESCRIPTION J DATE APPROVED METAL STUD 160A MIN BY OTHERS EXTERIOR METAL FRAMING 16GA MIN BY OTHERS EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN JAMBS SIMILAR SILL METAL FRAMING FLANGE INSTALLATION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FLANGE INSTALLATION DETAILS DPAwN• R.L. I ORS NO. 08- -00842 I REV SCALE NTS ID 09/02/09 P2 OF 5 .25" MAX. SI-IIM SPACE RIGID FILLER #10 TEK SCREW #10 TEK SCREW RIGID FILLER .25" MAX. f SHIM SPACE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR EXTERIOR 1X BUCK PT 1 1.25" MIN. EMB.I t 2.50" MIN. r - EDGE DISTANCE 4 HEAD & JAMB C ONCRETE.IMASONRY BOX FRAME INSTALLATION HEAD SHOWN JAMBS S#NILAR 4 INTERIOR .25 MAX. J SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. ` SHIM SPACE 2.50" MIN. EDGE DISTANCE SILL CONCRETEI MASONRY BOX FRAME INSTALLATION 4 CONCRETE/ MASONRY BY OTHERS WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMILAR EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS -r- 0 0 SILL WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION 25" MAX. J SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR 1 3/8" MIN. EMB. #10 WOOD SCREW RIGID FILLER .25" MAX. F SHIM SPACE 1 3/8" MIN. EMB. REVISIONS DESCRIPTION DATE } APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR EXTERIOR METAL FRAMING 16GA MIN BY OTHERS HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR SILL METAL FRAMING BOX FRAME INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" BOX FRAME INSTALLATION DETAILS DRAWN: R.L. r . NO 08 -00842 IREV sat NTS 1 DATE 09/02/09 IsmET3 OF 5 INTERIOR #10 TEK SCREW INTERIOR #10 TEK SCREW .25" MAX. SHIM SPACE RIGID FILLER RIGID FILLER .25 MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS IX BUCK PT EXTERIOR EXTERIOR IX BUCK PT 1.25" MIN. EMB t Q 4 2.50" MIN. EDGE DISTANCE 2.50" MM. EDGE DISTANCE RIGID FILLER 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRYFIVINSTALLATION HEAD SHOWN. JAMBS SIMILAR INTERIOR 3/16" TAPCON RIGID FILLER SILL CON CRITEMASONRY FIN INSTALLATION 1.25" MIN. EMB. .25" MAX. SHIM SPACE .25" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS M Illy` MIN. EMB. r i 1.38" - .25" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR H JAMB WOOD FRAMMNS OR 2X BUCK FIN INSTALLATION HEAD SHOWN, JAMBS SWAM INTERIOR #10 WOOD SCREW RIGID FILLER SILL WOOD FRAMING OR 2X BUCK FIN INSTALLATION .25" MAX. SHIM SPACE 1.38" MIN. EMB. REVISIONS Ev I 0E CRIPDON I txTE I MPPROVLO EXTERIOR EXTERIOR METAL STUD 16GA MIN BY OTHERS METAL FRAMING 16GA MIN BY OTHERS INTERIOR HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN JAMBS SIMILAR SILL METAL FRAMING FIN FIN INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS DR N R.L. DWG ND. 08 -00842 REV SCALE NTS 'DATE 09/02/09 l4 OF 5 .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR #10 TEK SCREW RIGID FILLER .25" MAX. V SHIM SPACE 3.06" .33" 2.196" 1.13" r 4.455" Ll 5 " } HEAD & JAMB (8301) VINYL PVC .075" THICK 183 INNER INTERLOCK RAIL (8308) VINYL PVC or THICK i 313" 125" HS .125" HS 090" SENTRY .090" SENTRY GLASPLUS GLASPLUS .125" HS .125" HS GLASS TYPE A 1.476" 3.06" 4.455" SILL (8303) VINYL PVC .078" THICK OUTER INTERLOCK RAIL (8307) VINYL PVC .Or THICK GLASS TYPE B 1.476" HORIZONTAL SASH (830) VINYL PVC .or THICK --{ 1.27" 1.295" ___ 35" HS INNER JNC -RW-PR -118) 6083-73 ALUMINUM .065" THICK VERTICAL STIFFENER (NC -RW -PR -112) ALUMINUM 6003-75 .Or THICK 1.476" VERTICAL SASH (8306) VINYL PVC .07°THICK -1.78 " 4" Ezji SASH INSERT (NC -RW-PR -117) 6063 -T A L UMINUM .085° THICK 1.69" I { t 4" .384" SILL TRACK ALUMINUM 6063-73 .Or THICK REVISIONS REV , DESCRIPTION I DATE I APPROVED -f 1.04° 1 i I .8" STIFFENER (STIOO713) ISSA GALVANIZED STEEL 5/16° PLAIN BEAD (8321) VINYL PVC.0" THICK 1.052" .26s" r .985" 7/8" LIFT BEAD (8324) VINYL PVC .06° THICK 7/8° PLAIN BEAD (8325) VINYL PVC .08"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR281014I PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" COMPONENTS AND GLAZING DETAILS DRAM& R.L. !MOB 08 -00842 I NTS °ATE 09/02/09 f OF 5 1.378" FIN ADAPTER VINYL PVC .082 "THICK .827" .788" .985" 5/16° LIFT BEAD (8320) VINYL PVC .Or THICK I 1.279° I- I 15" R GID FILLER VINYL PVC .15"THICK I 1 .797 .15 RIGID FILLER VINYL PVC.15"THICK Florida Building Code Online SOS (tome Log In 1 user Reglstratbn Hot 'Copts Submt Surcharge ; State & Facts ; Pubicatlons Category Subcategory Product Approval USER: Peek User PragagLkarsaathisam > Eroded or Aootcatlon Search > Ansitatan Let > Appfkatlen Deter 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 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) http: / /www. florid abuilding. org/ pr /pr_app_dtl.aspx?paraar wGEVX... PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark i pgtindustries.com Robert Clark bdark @pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext 21106 laciark@pgtindustries.com Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urich, PE :r Validation Checklist - Hardcopy Received FL13039 RD COI 511381.odf Standard AAMA/WDMA /CSA 101/I.S/A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 PSC Staff t BCE Ste Map Links I Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer *' Evaluation Report - Hardcopy Received UBE 2005 2005 2002 2002 2005 1994 1994 1994 1 of 3 2/15/2011 2:08 PM Florida Building Code Online • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products litip://www.floridabuilding.org/pr/pr_app_dthaspx?paraniGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 FL * 13039.1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressures +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) installation Instructions FL13039 RO II 08- 00838.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 51138Lpdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.2 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -65 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation instructions FL13039 RO II 08- 00839.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports I x: ..] FL13039 RO AE NOA 05- 1208.02 Dupont PVB.odf Created by Independent Third Party: Yes 13039.3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) installation Instructions FL13039 RO H 08- 00840.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511383.vdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB,pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.4 Limits of Use Approved for use in IIVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +651-80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08-00841.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511384.odf FL13039 RO AF NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.5 Model, Number or Name Description 2LT HR2710 PVC Horizontal Roller 2LT HR2710 PVC Horizontal Roller 74 1/4" x 53 1/4" 2LT HR271OM PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4" 2LT HR271OMI PVC Horizontal Roller 2LT HR271OMI PVC Horizontal Roller 74 1/4" x 63 1/4" 2LT HR2710MI PVC Horizontal Roller 2LT HR2710MI PVC Horizontal Roller 74 1/4" x 76" 2LT HR2810MI Horizontal Roller 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Installation Instructions FL13039 RO II 08-00842.odf Verified By: this Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:08 PM Design Pressure: +70/ -100 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Evaluation Reports FL13039 RO AE 511385.odf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.6 J 3LT HR27IOMI Horizontal Roller 3LT HR2714MI Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +65/ -65 Other. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00843.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511386.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13039 RO AE NOA 07- 1116,.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.7 3LT HR2810MI PVC Horizontal Roller 3LT HR281OMI PVC Horizontal Roller 130" x 63° Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -100 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP-1) Installation Instructions FL13039 RO II 08- 00844.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F 1 $ • RO AE 5 .,.1 FLI3039 RD AE NOA 07-1116.04 Dupont SGP.odf Created by Independent Third Party: Yes Florida Building Code Online http://www.floridabuilding.orgipr/pr_app_dthaspx?paraGEVX... ICI iNl Department of CommunityAtfahs Florida Building Code Online Codes and Standen& 2555 ShuMard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2010 The Skate of Flortfa. AS rights reserved. 2dvacv Statement i ( i ptro-t Software I Customer Servke Survey I Contact Us Product Approval Accepts: r- cc.ntritr:r �,:i,• <• C'reditLf>rri 3 of 3 2/15/2011 2:08 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisv0le, NC 27012 Report No.: 511387 336 - 945 -9695 Manufacturer. PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 3LT HR2810MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document drawing number 08-00844, titled 3LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3641 -3, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +75.0 /- 100.0psf design pressure, 12psf water infiltration TAS 203 -94 Cyclic Pressure Loading, +75.01- 100.0psf design pressure 3. Test Report No. NCTL 210 - 3641 -3A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101 /I.S.2/ A440 -05 Design pressure: +75.0/- I00.0psf Water penetration resistance: 12psf ASTM E 1886 - 02/-05 and ASTM E1996 -021 -05 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +75.0 /- 100.0psf design pressure 4. Anchor calculations, report number 511387 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +75.0/-100.0psf • Maximum overall size: 130° x 63" • Maximum Active sash size: 36 1/4" x 59 9/16" • Maximum Active sash D.L.O.: 32 3 /8° x 54 1/4" • Maximum Fixed sash size: 57 7/8" x 59 3/8" • Maximum Fixed sash D.L.Q.: 51 1/4" x 54 1/4" • Units may be glazed with: o 7/8" lGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPlus — 1/8" HS — Air — inboard lite 1/8" Temp o 5/16" monolithic laminated glass consisting of: 118" HS — 0.090" Sentry GlasPlus — 1/8" HS • 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 extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: • Units must be installed in accordance with approval document, 08-00844 Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, 1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 5 •' :":4111 TAT(Tres:f Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 6" MAX. 12 3/4" MAX. O.0 TYP 1 6" MAX. TYP. 6" MAX. TYP. 36 1/4" ACTIVE SASH WIDTH 32 3/8" D.LO. WIDTH 130" MAX. O.A. WIDTH 0 • x 54 /4" D.LO. HEIGHT 8" MAX. O.C. TYP. 57 7/8 FIXED SASH WIDTH �--- 51 3/4" D.L.O. WIDTH HR2810M1 PVC HORIZONTAL ROLLER WIN DESIGN PRESSURE RATING IMPACT RATWG + 75.0 PSF - 100.0 PSF EXTERIOR VIEW LARGE AND SMALL MISSILE IMPACT SHEET NO. 1 2 3 4 6" MAX. 1W. TABLE OF CONTENTS DESCRIPTION ELEVATION, ANCHORING AND NOTES BOX FRAME INSTALLATION DETAILS FLANGE FRAME INSTALLATION DETAILS COMPONENTS AND GLAZING DETAILS REVISIONS REV I DESE1PTION I DATE I APPROVED POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" ELEVATION, ANCHORING AND NOTES , TJH I DWG NO. 08 -00844 NTS 1 DATE 09/02/09 I £ OF 4 4- NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME AND SASH MATERIAL: PVC 5) UNITS MUST BE GLAZED WITH 7/8" !GU LAMINATED GLASS OR 11/32" SINGLE LAMINATED GLASS PER ASTM E1300. SEE SHEET 4 FOR APPROVED GLASS TYPES. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIREQ FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 16" 7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 59 9/16" BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. 0.A. SASH MAXIMUM ALLOWABLE SHIM STACK HEIGHT 63" 8) FOR ANCHORING INTO MASON E 3/16° ITW TAPCON H • MAX. 0.A. SUFFICIENT LENGTH TO ACHIEVE I MENT INTO HEIGHT SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO 16GAA, MINIMUM STEEL STUD USE #10 TEK SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3— THREAD PITCHES MINIMUM BEHOND SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) ALL FASTENERS TO BE CORROSION RESISTANT. 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN TI< MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, YPE 1 (OR GREATER). 0. METAL FRAMING — 160A. (.060") MINIMUM THICKNESS. 1 1/4" MIN. EMBEDMENT A 1 J 4" MAX. SHIM APPROVED SEALANT BY OTHERS w� III EXTERIOR ! INTERIOR HEAD INSTALLATION DETAIL 1X BUCK MASONRY GREIE HEAD SHOWN JAMS IS SIMILAR APPROVED SEALANT BY OTHERS 1/4" MAX. } SHIM 1 1/4" MN. EMBEDMENT 2 5/8 MIN. I EDGE DIST. 1 3/8" MIN. EMBEDMENT 1X BUCK BY OTHERS, IX BUCK TO BE I PROPERLY SECURED 1/4" MAX. RIGID FILLER SHIM 3/16" 1TW TAPCON 3/16" 1TW TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1X BUCK TO BE 1/4" MAX PROPERLY SECURED SHIM 2 5/8" MIN. EDGE DIST. I SILL INSTALLATION DETAIL iX BUC KMASONRY/CONCRETB MASONRY /CONCRETE BY OTHERS APPROVED SEALANT BY OTHERS APPROVED 'SEALANT BY OTHERS EXTERIOR li )III INTERIOR HEAD INSTALLATION DETAIL 2X BUGKNYOOD FRAMING HEAD SHOWNJAMB IS SIMILAR 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED SILL INSTALLATION DETAIL PX BLICIDWOOD FRAMING A l I RIGID FILLER EXTERIOR U1L Wil INTERIOR •11 . E " a � i Pi 2X BUCK WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #10 WOOD SCREW #10 WOOD SCREW APPROVED SEALANT RIGID FILLER BY OTHERS 1 3/8" MIN. EMBEDMENT 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION REVISIONS REV I DESORPTION DATE I APPROVED 3- -THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION APPROVED SEALANT BY OTHERS EXTERIOR 111 I INTERIOR HEAD INSTALLATION DETAIL 16GA. METAL FRAMING HEAD SHOWN JAMS IS SIME AR 16GA. MIN. STEEL STUD RIGID FILLER 1/4 MAX. SHIM #10 TEK SCREW EXTERIOR INTERIOR 1 SILL INSTALLATION DETAIL 16GA. METAL FRAMING POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 83" BOX FRAME INSTALLATION DETAILS TJH r . NO. 08 -00844 sr NTS I 09/02/09 I` T2 OF 4 #10 TEK SCREW RIGID FILLER } 1/4" MAX. SHIM 16GA. MIN. STEEL STUD • 1 1/4 MIN. EMBEDMENT } 1/4° MAX. SHIM APPROVED SEALANT BY OTHERS EXTERIOR 1 ! INTERIOR HEAD INSTALLATION DETAIL 1X SUCK MASONRY/CONCRETE HEAD SHOWN JAMB IS SIMILAR APPROVED SEALANT BY OTHERS 1/4" MAX. { SHIM 1 1/4 MIN. EMBEDMENT 2 5/8" MIN. F EDGE DIST. 4 a 4 1X BUCK BY OTHERS, 1 X BUCK TO BE PROPERLY SECURED 1/4 MAX. RIGID FILLER SHIM 3/16 CIW TAPCON 2 5/8" MIN. EDGE DIST. SILL INSTALLATION DETAIL IX BUCK MASONRY/CONCRETE MASONRY /CONCRETE BY OTHERS RIGID FILLER 1X BUCK BY OTHERS, 1X BUCK TO BE 1/4" MAX. PROPERLY SECURED SHIM APPROVED SEALANT BY OTHERS EXTERIOR M M 1 INTERIOR HEAD INSTALLATION DETAIL BUCK/WOOD FRAMING HEAD SHOWN JAMB IS SIMILAR EXTERIOR 1 INTERIOR 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED Nir APPROVED SEALANT BY OTHERS MU ri- � rar in 1 3/8" MIN. r i�. EMBEDMENT, f I< SILL INSTALLATION DETAIL PJ(BUCKANOOD FRAMING 2X BUCK/W00D FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED RIGID FILLER #10 WOOD SCREW #10 WOOD SCREW RIGID FILLER APPROVED SEALANT BY OTHERS 1 3/8" MIN. EMBEDMENT 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION REVISIONS DESCRIPIRIN 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATIO APPROVED SEALANT BY OTHERS DATE I APPROVED EXTERIOR u1 I I INTERIOR HEAD INSTALLATION DETAIL 60A. METAL FRAMING} HEAD SHOWN JAMB IS SIMILAR EXTERIOR �RIOI� I ____ INTERIOR vfil',l �l SILL INSTALLATION DETAIL 168A METAL FRAMING PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT H112810141 PVC HORIZONTAL ROLLER WINDOW 130 x 63" FLANGE FRAME INSTALLATION DETAILS DRAM TJH I WAD NO 08 - 00844 s'e NTS I DATE 09/02/09 I SFEET 3 OF 4 16GA. MIN. STEEL STUD RIGID FILLER 1/4" MAX. J SHIM #10 TEK SCREW #10 TEK SCREW RIGID FILLER 1/4 MAX. SHIM 16GA. MIN. STEEL STUD • 2 13/64" HEAD & JAMB (8301) VINYL PVC .075` THICK 53/64" 1 1/2 1 /8" HS .090" SGP BY DUPONT 1/8" HS EXTERIOR SIKAFLEX 552 f 2 13/64" 1 15/32" } 1 GLASS TYPEA SILL (8303) VhVYL PVC .075" THICK 31/64" 1 15/32" INNER INTERLOCK RAIL (8308) OUTER INTERLOCK RAIL (8307) VINYL PVC.OT THICK VINYL PVC.0"THICK 1 11/16" 9 9/64' 25/64 _1 srL� TI 1 ALUMINUM 6064 -TS.08" THICK 7/8" 1/8" HS 2 13/64 1 15/32" HORIZONTAL SASH (83051 VINYL PVC.0?"THICK b I 51 /4" i 5/32"-I RIGID FILLER VINYL PV0.15•THICK 5/16" .090" SOP BY DUPONT 1/8" HS t INTERIOR iv gyp, El] GLASS TYPE B .I► HS INSERT (NC -RW -PR -118) 6083 -18 AL UMINIJM .063 THICK AIL r _ 2 35/64" -1 1 17/64" - f i 2 25/64" 1 VERTICAL STIFFENER (NC- RW- -PR -113) ALUMINUM 6083-75 or THICK El RAMS REV I DESCRIPRDN DATE I APPROVED 1 59/64° 63/64" 8 53/64" 5/16° PLAIN BEAD (8321) WNVL PVC .08" THICK --«� 1 3/54" 51/64" STIFFENER (ST1007B) 16 4GIAALVANIZEDSTEEL VERTICAL SASH (8306) VINYL PVC .07"THICK 25/32" I� qI 63/64" p tJ ?1 13 / 32" 7/8 LIFT BEAD (8324) SASH INSERT (NC -RW -PR -117) viNyL PVC .0s* THICK 6063 -T5 ALUMINUM .086•7 110K 5/16" UFT BEAD (8320) VINYL .or THICK 1 3/64" 17/64° 63/64" �1] � Y 7/8° PLAIN BEAD (8325) VINYL. PVC .06'THICK POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" COMPONENTS AND GLAZING DETAILS DRAWN: TJH DWG ND. 08 - 00844 REV SCALE NTS i SATE 09/02/09 1 sHEET4 OF 4 J J 1 39/84' 5/32° RIGID FILLER VINYL PVC .15"THICK 4- 1 9/32" s`& 0 en 7 - "��i' • TAT * 19 1 4 5 9 16 * NI CO Florida Building Code Online BcIS Home I tag In I User Regsvama Hot Topics I Submtt Surcliarge ( Stets & Facts I P1 dons I Fee star 1 ass Ste Nap I unite FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Category . ' Subcategory Product Approval USER: Public User Compliance Method Emgh,■=Apg=LMgm > Product or argare2 en Soart4 > kaatatbn bIt > App5mHon Dona Technical Representative • Address/Phone /Email Quality Assurance Representative Address/Phone/Emali Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) http : //www.floridabuilding.org/pr'ppr app PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Robert Clark bclark@pgtindustries.com • Robert Clark 1070 Technology Dr. Venice FL 34275 (941) 480-1600 Ext 21106 bdark pgtindustries.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 8 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Uric h, PE Validation Checklist - Hardcopy Received FL13040 RO .01 511388.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 Year 2005 2002 2005 2002 2005 3.994 1994 1994 1 of 3 2/5/2010 8:30 AN. H. R Model, Number or Name Description 13040.1 1)112760 PVC Double Hung • DH2760 PVC Double Hung 53 1/4" x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Refer To installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From LB. Plastics AAMA Certified (IBP -1) Installation Instructions FL13040 RO II 00B- 00845.odf Verified By: this Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F1.13040 RO AE 511388.odf . FL13040 RO AE NOA 05- 1208.02 Dupont PVB.odf .FL13040 RO AE NOA 074116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13040.2 DH2860 PVC Double Hung • • 1)112860 PVC Double Hung 53 1/4" x 78" Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistahb Yes Design Pressure: +65/ -80 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure tatings. Rigid PVC From LB. Plastics AAMA Certified (LBP -1) • Installation Instructions FL13040 RO II 008- 00845.odf • Verified By: this Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F113040 RO AE 511388.6dr . FL13040 RO AE NOA 05- 1208.02 Dupont PVS pdf FL13040 RO AE YQA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13040.3 D112860 PVC Oriel Double Hung DH2860 PVC Oriel Double Hung 53 1/4" x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified . (LBP -1) • Installation Instructions FL13040 RO II 08- 00846.odf Verified By: this Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511389.odf FL13040 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13040 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes Florida Building Code Online Sections from the Code Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved .Summary of Products http://www.floridabuilding.org/pr/pr app dtI.aspx?paranr'WGEVX. 09/09/2009 09/10/2009 09/15/2009 ' 10/13/2009 Next ,DCA AdminShaHOn Department of commradlyAMAIN Florida pealing Cede Oafs° • Cedes end Standards 2555 Ste marl Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -2824, Fax (850) 424 -8436 0 2000 -2010 The State of Florida. AO rights moved. P, vacv Statement I CnP3Muht Statemerrt I Accessb I Phm-In Software I CustomerServte Survev I Contact Us P,edtet Approval Accepts: 2 of 3 215/2010 8:30 Ai■ Florida Building Code Online hup : / /www.floridabuilding.org/pr /pr app dtl.aspx?paraffffwGEVX. 3 of 3 2/5/2010 8:30 AN L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 511388 336- 945 -9695 Manufacturer: PGT industries 1070 Technology Drive Nokomis, FL 34275 Product Line: DH2760 PVC Double Hung Window DH2860 PVC Double Hung Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: PVC Double Hung Window: Frame and sashes stiles are constructed from rigid PVC. Frame corners are of welded corner construction_ Sashes stiles share same extrusion and each member is reinforced using a steel channel. Supporting Technical Documentation: 1. Approval document drawing number 08-00845, titled DH2760 and DH2860 PVC Double Hung WindoW, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test Report No.: NCTL-210-3637-1 signed and sealed by Gerard J. Ferrara, P.E. Na#onal Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +65.0 psf /-80M psf design pressure, 15.0 psf water infiltration. TAS 203 -94 Cyclic Pressure Loading, +65.0 psf/-86.0 psf design pressure. 3. Test Report No.: NCTL - 210 - 3637 -1A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Range installation, Fm Installation and Box Frame Installation. ASTM E1886 -02!05 and ASTM El 906-02/05 ASTM E1886! E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E18861 E1996 Cyclic Load Test +65.0 psfl-120.0 psf, 15.0 psf water infiltration AAMA/WDMA/CSA 101/I.S.2/A440 -5 Design pressure: +65.0psf!- 80.0psf Water penetration resistance: 15.0psf 4. Anchor calculations, report number 511388 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. 5. Comparative analysis, report number 511388 -2, prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: +65.0psf /- 80.0psf (Refer to approval document for smaller units design pressures) • Maximum overall size: ' 53'/"x78" • Maximum Dl_O.: 46 7/8 "x35 W • DH1000S units must be glazed with 7/8" IGU consisting of outboard laminated lite consisting of 1/8" -IS — 0.090" Sentry Glass Plus —1/8" HS — Air — inboard lite 1/8" Temp. • DH1000P units may be glazed with: • 7/8" IGU consisting of: outboard laminated lite consisting of 1/8" HS — 0.090" DuPont Butacite PVB —1/8" HS — Air— inboard the 1/8" Temp • 7/16" laminated consisting of 3/16" Ann — 0.090" DuPont Butacite PVB — 3/18" Ann • 5/16" laminated consisting of 1/8" HS — 0:090" DuPont Butacite PVB — 1/8" HS • 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 extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: Units must be installed in accordance with approval document, 08- 00845. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 ,Airttl I i tt . 1��; AT OF J,/ -1 J0 ZDRIOt NIA . S * ( 1 111 11 1 111 \ Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 DESIGN PRESSURE RATING IMPACT RATING # 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT � IMILZI EMI 12a0 LZEILMILECIL;II] Lila 1 iLt"b1 LtiIUIFSEII®` E.1.1" LalifELFd7 ®LIMMG!cIILIJII7L IEELLU liMILLIELILTAILIEMILLUIE17 EEL] I0 t E2Lk7[]LSIOM OMR ARTYALUI4 LIEDEILLIMMIZEI MDR i Van UM ■ 65 BEM 0 20-0 Mg EDGIEEELEIEL11/112111231EUEILILLMIUMELLI DUMDUM itani ®ULJEIE:dl ELMILLUEIE7(117 Lsb7LIMILE ii iU !LW I gm615 liL 31111L3IL EEI Lzb VIE LOU L�IELI L L111L11 ILIU3]GERM II 1200 LiLliald MI EL LIJ IiiZE7 GT]IL'idb] d7 IMILl �37IE I]LW' LEE3 _ _�L REM LLD 1120 IEL Ell ELM ILIDELLIIIII f MI11:EIL ILEUM 78" MAX. FRAME HEIGHT 6 MAX. 10° MAX. O.C. 3" MAX. } 10" MT. 0.C. 6" MAX. 6 MAX. 53.25" MAX. FRAME WIDTH 10" MAX. O.C. 45.5" MAX. D.L.O. DH2760 AND DH2860 WINDOW EXTERIOR VIEW • - 6" MAX. 34° MAX. D.LO. SHEET NO. 1 2 — 4 5 Maximum d rearm ea ad Mort Number of anCbore requfred, based on d IMnaenahorad adng 86 weed saw n nrasture and fasted spec1ng, 6" Gee Tapa)or 810 TEX Screw Not IRREMENALERA IMIO 18610MER2521 MEM 1317Z1ZELE EGIIMEMILIILLEIZI217= =I= MUM/ EN >0 Oi1EMIL7©KNEA W E:EWErI©I0ILEElliMQOO1121i MEEKS nue IaMI IIIVIAKJIWIM 0AAI RV KO KE W1111111111111LIMEW .C1)IEMIILAK..IIIK /111L111 ViILI•I311L I['I1t7ti! '« ©1010 0©IOILIIIMAI KIMURA WIRIER NMI KA Mill KW ILIIIIIWAILII KAM te Dai/<M00 a� ©��a>vIUILL�IO�u000 Hotta (In) TABLE OF CONTENTS DES ELEVATION AND GENERAL NOTES INSTALLATION DETAILS COMPONENTS AND GLAZING DETAILS 11) REVISIONS REV . TI DESCRIPTION DAB aPPROVEn NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ • 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT. OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) UNITS MUST BE GIAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) TION INTO CONCRETE /MASONRY USE ITA ITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES DRAWN: R.L 065 NO. 08/00845 - 'A`E NTS t.Te 09/02/09 I aHw 1 OF 5 moo \R <� * •. 6 've.d' •'1F w TA r , 4 Sn. 4- 1 CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 2.50" MIN. EDGE DISTANCE 4 1 1.25" MIN. EMB. 1X BUCK PT 1.25" MIN. EMB. Dfr EXTERIOR 2.50 MIN. EDGE DISTANCE a RIGID FILLER 3/16" TAPCON EXTERIOR III INTERIOR HEAD & JAMB CONCRETE/MASONRY FLANGE INSTALLATKN HEAD SHOWN, JAMBS SIMILAR INTERIOR SILL CONCRETF/MASONRYRANEE INSTALLATION } .25" MAX. I SHIM SPACE 3/16" TAPCON RIGID FILLER .25" MAX. { SHIM SPACE CONCRETE/ MASONRY BY OTHERS PERIMtiI K SEAL BY OTHERS WOOD FRAMING OR 2X BUCK BY OTHERS PERIMETER SEAL BY OTHERS RIGID. FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD 171:AMING OR 2X SUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR SILL WOOD FRAMING OR MC SUCK FLANGE INSTALLATION INTERIOR 1 1 3/8" MIN. EMB. .25" MAX. J SHIM SPACE #10 WOOD SCREW RIGID FILLER .25" MAX. r SHIM SPACE SCALE NTS REVISIONS DESCRIPTION I I APPRO'VE'D OATS 09 METAL STUD 16GA MIN BY OTHERS EXTERIOR METAL FRAMING 16GA MIN BY OTHERS PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWNI R.L. 1 OWO Sc 08/00845 02/09 ..• SilF2T 2 OF 5 RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR SILL METAL FRAMING FLANGE INSTALLATION .25" MAX, SHIM SPACE #10 TEK SCREW RIGID FILLER .25 MAX. SHIM SPACE w SIVE OP ail /S/ONA lt��``\. 1.25 MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 2.50 MIN. EDGE DISTANCE 41 • 1X BUCK PT 1.25 MIN. EMB. 2.50" MIN. EDGE DISTANCE B 0 RIGID FILLER 3/16 TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASONRYBOX FRAMEWSTALLATION HEAD SHOWN, JAMBS SIMILAR .25 MAX. J SHIM 'SPACE EXTERIOR INTERIOR . SILL CONCRETE/MASONRYBOX FRAME INSTALLAT ION CONCRETE/ MASONRY BY OTHERS PERIMETER 'SEAL BY OTHERS 3/16" TAPCON WOOD FRAMING RIGID FILLER OR 2X BUCK BY OTHERS .25" MAX. SHIM SPACE PERIMETER SEAL 8Y OTHERS T RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X SUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMES SIMILAR EXTERIOR INTERIOR SILL WOOD FRAMING OR 2X BUCK BOX FRAME WSTALLA710N 1 3/8" MIN. EMB. .25" MAX. j SHIM SPACE #10 WOOD SCREW RIGID FILLER .25° MAX. ` SHIM SPACE 1 3/8" MIN. EMS. REV DRAWN R.L. REVISIONS DESCRIPTION DATE METAL STUD 16GA MIN BY OTHERS METAL FRAMING 16GA MIN BY OTHERS RIGID FILLER #10' TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME NSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR III 1 J■ SILL METAL FRAMING BOX FRAME INSTALLATION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2780 PVC DOUBLE HUNG WINDOW 0H2860 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS Drvi RD. 08/00845 REV SCALE NT$ DATE 09/02/09 JsmIlET3 OF 5 #10 TEK SCREW APPROVED .25" MAX. SHIM SPACE RIGID FILLER .25" MAX. SHIM SPACE A CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR 1X BUCK PT 1 1.25" MIN. EMB. • INTERIOR HEAD & JAMB GONGRETFJMASONAY PIN INSTALLATION HEAD SHOWN. JAMBS SIMILAR EXTERIOR a 9 ' 2.50 MIN. EDGE DISTANCE .25" MAX. j SHIM SPACE RIGID FILLER 3/16 TAPCON INTERIOR 3/16 TAPCON RIGID FILLER SILL CONCRETE/MASONRY FN INSTALLATION 1.25" MIN. EMB. r .25 ° WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS EXTERIOR l .25 MAX. J SHIM SPACE RIGID FILLER 110' WOOD 'SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X SUCK RY INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 110 WOOD SCREW RIGID FILLER SILL WOOD FRAMING OR SX BUCK FIN INSTALLATION 1.38" MIN. EMB. .25" MAX. SHIM SPACE 1.38" MIN. EMI. REVISIONS REV DESCRIPTION 1 DATE APPROVED METAL STUD 16GA MIN BY OTHERS EXTER/O METAL FRAMING 18GA MIN BY OTHERS EXTERIOR PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION 'DETAILS AWN, R.L r NO. 08/00845 IRW - NTS I DAT E 09/02/09 I SHEET4 OF 5 #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR SILL METAL FRAMING FN INSTALLATION RIGID FILLER INTERIOR .25 MAX. SHIM SPACE /10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE 7 ** n 6 .* NO" � i 3.06" 4.455" 7 _ 7 1.56" 5" } HEAD & JAMB (8301) VINYL PVC .075" THICK INNER INTERLOCK RAIL (8308) VINYL PVC.07° 1 313" 125" HS .090" BUTACITE PVB .125" HS GLASS TYPEA TO 8E USED INDHi000P 2.56 F- 1E = .5° } 1.476" .83" } OUTER INTERLOCK RAIL (8307) VINYL PVC .07° THICK .438" . 188" HS .090" BUTACITE PVB .188" HS GLASS TYPE B TORE USED IN DH1000P 8 4.455" SILL (8302) VINYL PVC .075"THICK .090" SENTRY GLASPLUS .125° HS--� .125° HS HORIZONTAL SASH (8305) VINYL PVC .Or THICK .875" GLASS TYPE C TO BE USED IN DH 70003 x +--1.921 " -�{ .5" HEAD ADAPTER (8341) VINYL PVC .06' THICK .125" HS .090" BUTACITE PVB x.125.° TEMP .125" HS EXTERIOR .875" 1 GLASS TYPE D TO BE USED INDH1000P 1.476" VERTICAL SASH (8306) WNW. PVC .07'THICK .125" TEMP UVTERIOR 1.921" -11 .285" I 1.51" .5" .�_ SILL ADAPTER (8342) VINYL PVC .08'THICK .985" REVISIONS REV I DESRSPTIDN I DATE APPROVED .828" 8" STIFFENER (ST1007B) 1SGA GALVANIZED STEEL .985" .3" .563" 5/18" PLAIN BEAD (8321) VINYL PVC.08° THICK 1.052" .255 " .265" -{ 1.04" f-- 5/16" LIFT BEAD (8320) VINYL PVC .08 "7FIICK 7/8" LIFT BEAD (8324))" PLAIN BEAD (8325) J r 3 - VINYL PVC .08 °THICK VINYL PVC .08 "THICK RIGID FILLER VINYL PVC .15" 7HICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS mom R.L. I DWI NO 08/00845 J REV WALE NTS 1 DATE 08/02/09 ' rmEr5 OF 5 .9" � 1.378" FIN ADAPTER VINYL PVC .082• THICK Imo_ .797" 15" RIGID FILLER VINYL PVC .15' THICK J- 1.279° 0111111/0. ' � O /. • tar. `/r4r� • "_ � •�,t� gy p. , +�+" 9 r 4 4 D I� A l Florida Building Code Online WS Home p Log In User Registration Category Subcategory Product Approval USER: Pubic 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 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards . Certified By Sections from the Code http : / /www.floridabuilding.orglpr /pr app dd.aspx?paraa>`wGEVX... Hot Topics � Submit Surcharge 1 Stilts & Facts Pub tons PBC Sniff BCiS Ste Map tinks Therma -Tru Corporation 118 Industrial Drive Edgerton, OH 43527 (419) 298 -1740 sJasperson @tttechnologles.us Steve Jasperson sjasperson@tttechnologles.us erior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. k Validation Checklist - Hardcopy Received FL7730 R2 COI CERTIFICATE OF INDEPENDENCE.odf Standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 Year 2004 2002 1994 1 of 3 9/7/2010 3:18 PM FL # Model, Number or Name • Description 7730.1 a. "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 7730.1 for Design Pressure Ratings, any additional use (imitations, installation instructions and product particulars. (Note - ASTM 81300 -02 utilized for ' 'de the WIZ) Installation Instructions FL7730 R2 II INST 7730.1.odf Verified By Lyndon F. Sdimldt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO- E84-00-04.Ddf • FL7730 R2 AE EVAL 7730,1,[rdf Created by Independent Third Party: Yes . 77301 b. "FberClassic", "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: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7730.2 for. Design Pressure Ratings, any additional use limitations, Instal on instructions and product particulars. (Note - AS1 E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.2.pdf - Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports • FL7730 R2 AE EO- E84- 00- 04,odf FL7730 R2 AE EVAL 7730.2.pdf Created by Independent Third Party: Yes 7730.3 c. "FiberClassic", "SmoothStar", "ClassicCraft" or "Classic Rustic" Series 3'0 x 648 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 7730.3 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM 81300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.3.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO- E84- 00- 04.odf FL7730 R2 AE EVAL 7730.3.odf Created by Independent Third Party: Yes 7730.4 d. "FiberCtassic ", °SmoothStar ", "ClassicCraft" or "ClassicCraft Rustic" Series 3'0 x 6'8 "Impact" Opaque Fl berglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 7730.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM 81300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST 7730.4.0d( 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. "FlberClassic "SmoothStar"; "ClasslcCraft" or "ClassicCraft Rustic' Series 6 0 x 6'8 "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 Resistants Yes Installation Instructions FL7730 R2 II INST 7730.5.odf verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Florida Building Code Online http://www.floridabuildhig.orWpr/pr_app_dtaspx?paran:FwGEVX.. 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 2 of 9/7/20103:18 PM 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 •-E84- 00- 04.Ddf - FL7730 R2 AE EVAL7730.S.udf 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 (OXXO) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST7730.6 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (Note - ASTM 11300 -02 utilized for areas inside the IIVHZ) Installation Instructions FL7730 R2 II INST 7730.6,odf Verified By: Lyridon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes . Evaluation Reports F17730 R2 AE E¢E84- 00- 04.vdf FL7730 R2 AE EVAL7730.6.odf Created by Independent Third Party: Yes 7730.7 g. °CIasscC raft Rustic" Series • 3'0 x 6'8 "Impact° Opaque Fiberglass 180° Round Top Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 7730.7 fdr Design Pressure Ratings, any additional use limitation, Installation Instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7730 R2 II INST7730.7.od( Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL7730 R2 AE EO- E84- 00- 04.Pdf FL7730 R2 AE EVAL 7730.7.odf Created by Independent Third Party: Yes Florida Building Code Online • htlp : / /www.floridabuilding.orglpr/pr app dtLaspx?parant= wGEVX... Daaartraeat of VamnnmayAffaks Fb,rIda &diem Code Ontne Cores and SfamdarGv 2555 Shranard.Oar Boulevard Tafahasseg. Fkrtda 32399 -2100 (850)487-M24 Fax (850) 424.8436 2000 -2010 The State of Florida. AO rights reserved. v .EsiltNgmmtlLseidte.31mtmcat l hamaki&aigmeat I I Crstnmm Servke Swvev 1 !" Prottatt Approval Aoae Credit 0..4 3 of 3 9/7/2010 3:18 PM 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: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico. FL 33595 Phone 813.659:9197 Facsimllle 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Therma -Tru Corporation 118 Industrial Dr. Edgerton, 01-143517 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 # 1 998) for Therma-Tru Corporation based on Rule Chapter No. 98- 72.070, Method id 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 has been evaluated for use in locations 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 PF1068 Sheet 1 of 3 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 ". 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. PFI068 Sheet 2 of 3 Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 L�� Supporting Documents A Drawing 1. Drawing No. FL- 7730.2 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests I. 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 DI 929-96(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 substantiated 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.E. 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. Lyndon F. Schmidt, F.E. FL No. 43409 May 27, 2009 PP1068 Sheet 3 of 3 1,9-176- Report No. Date: ASTME84 -00 R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Be a 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 EQ-E84 -00-04 February 24, 2009 Evaluation of Equivalence of ASTM E84-00 to ASTM E84-04 Conestiona: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4+-5 50±5 %RH TesttSpeebnen: 20 -1/4" ±3/4" x 24'14 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" 11/8" 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 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 shall be 240-15 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 120115 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 ASTME84 -04 Condition) : Condition specimens to a constant weight at the temperature and humidity stated below: 73.4±5 50±5%R1-1 Test Sped: 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" -11/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in fauni. of and under the leading edge of the specimen. Test Atmosphere: 73.4+-5 ° F 50*5%RH Proeedwe: 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 shall be 240-15 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 120-115 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 R:ILIBRARIES1Codes & Standards\TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ-E84- 00- 04.doe Page 1 oft 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 Index(PSI) cales on: 1. Determine the total area (AT) under the flame spread distance time graph. 2. When A <= 97.5 ft -min., FSI = 0.515 AT. 3. When AT > 97.5 ft -min, FSI = 4900/(195 - AT). Smoke developed index calc talon: J. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (ARC) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (AT / ARed-od, ) times 100, then rounded to nearest multiple"of 5. ASTAI E84-04 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 indexfFSA cIklation: 1. Determine the total area (AT) under the flame spread distance -time graph. 2. When AT < 97.5 ft -min., FSI = 0.515 AT. 3. When AT > 97.5 ft-min, FSI = 4900/(195 - Ar). Smoke developed index calerdadion: 1. Determine the total area (AT) under the smoke density - time graph for the specimen. 2. Determine the total area (AR) under the smoke density - time graph for the Red -Oak. 3_ Smoke developed index = (AT / Axed-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 RALIBRARIES1Codes & Standaids1TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS1EQ- E84.00- 04.doe Page 2 of 2 TABLE OF COMMIS SHEPf h DESCRIFIION 1 Typical e1evallons, design pressures & general notes 2 Door panel detail (Smooth Star) 3 Door panel details (Classic Qafl) 4 Door panel details (Classic Craft Rusitc). ' 5 Doer panel details Kiser Closdc) 6 Horizontal cry sections . _.... .. 7 vented cross secfloro B Buck & home unchain° - 2X buck roomy construction 9 Frame anchoring -1 X buck masonry conslnuctlon 10 B5 of materials !A corripanenti ........... . THERMA a � .•;. GENERAL NOTES THERMA TRU DOORS 11 G INDUSTRIAL DR., EDOKRTON, D 43517 TEL. (41 9)2913 -1740 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT' 7. This product has been evaluated and 1 In compliance with the 2007 Florida Building Code {FBC) structural requirements including the 'High Velocity Hurricane Zone° (HVHZ). 2. Product anchors shall be os listed old spaced as shown on details.. Anchor embedment to base rnoterial 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 soqu(re an impact resistant covering.. 4. When used In areas outside of the "HVHr requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant coveting. This product meets m7Sstle level 'D" and includes Wind one 4 as defined in ASTM E1996. 5. for 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x luck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or reghtered architect. 7. Ou(swing contigurattons using threshold Item #4 meet water infiltration requirements for' HVHr. 8. inswing conffgurations and outsw ng configurations using threshold Item 415 do not meet the water Intittratlon requirements for the °HVHr and .shall be installed only In non- habitable areas or at hobttable.locatfons protected by an overhang or canopy such that the angle between the edge of canopy or overhang to stilts less than 45 es.° g. I 3735"MAX. FRAME WIDTH 3593° MAX. PANd: W14tM aiI Ali:. ll� Cam 0 0 RUSTIC FiRER .CLASSIC OUTSWING INSWING OUTSWING 37.76" x 82.25" 37.75° x 80.76" +90.0 +90.0 +75.0 +80.0 -90.0 -90.0 -75.0 .80.0 5 6 swam re., FL- 7730.2 tom 5 /7/08 sou, N.T.S. owc, en Al. on en LFS slur _ or A. 5 I 1 a • L DETAIL A•A J (72.) DOOR PAWL Smooth Stir 00000000 0000000 0000.000.0 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 00000.00 00000 0000 00000 0000000 00000000 0000000 00000000 • Ij DETAIL A•A Panel reinforcement Lj `Y 28.86% OPEN AREA MAX. 2J r 31 HORIZONTAL CROSS SECTION moo nu EXTERIOR INTERIOR C ROCK STILE r+ - 1.53" 1 c) .1 0 BOTTOM RAIL, EXTERIOR INTERIOR VERTICAL CROSS SECTION 5/7/08 2 a 0 sage N.r.s DWD. BYS AL eux. sv LFS DRM1Ne NDs FL- 7130.2 mgr ,2, or 10 'ar,�:. a :' ? % 'y; .TU ��7.:., ::j`:' I ` 1 , 1 I I f, , ' III P II I ilk It:: 1�1 NI � ��':: L t o DEIAILA -A k DOOR PANEL "., Cost Craft 00000000 0000000 00000000 0000000 00000000 0000000 000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0000 0000 00000 0000000 00000000 0 00000 0 0000000'0 Il DETAIL A•A Panel relnfarc•ment TYP. 4 CORNERS OF PANEL Tom° 0 0 / 2-1'.‘.4. 4 44 28.86% OPEN AREA MAX. 0.34 {+ 1.49' x _ 0 L. ∎• _. 1.441 ® SVLE EXTERIOR INTERIOR O HORIZONTAL CROSS SECTION 3 59 LOCK SnaLE 1 _1,0 1 I bB BOTTOM RAIL EXTERIOR INTERIOR O WRTICAL CROSS SECTION 1 0 s /7/08 z swum N.T S BBB EM Al. Cwt. BY. LFS FL- 7730.2 our 6vZQ • 4 I3 a .I � I II t:, f L j I . I I 1 . I I 's it M ,r I I . h i DETAIL A-A fl'fl DOOR PANEL DOOR Croft Rustic DETAIL A•A Panel reintorcemmrt TYP. 4 CORNERS OF PANEL O 000000 '0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 000000'0 000000 o 0 00 1 1 OV Op000 0000 00000 0000000 00 28.86% OP: AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SEC77pN r 1.49 "1 / � /, j 34 BQTTOM RAA 4A5' 1 l I S f �I a Ii �li $II II 33 LOCK & HINGE ST/LE Arched EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 0 z 2 DAM 5/7/08 WAD N.TS DYBO IM AL cNN. en L.FS DRAWING Na: FL-77.30.2 SIw or 1Q, • L ID DETAIL A•A 008 PANEL Z FberCkasic 00000000 '0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000.I� 00000, . 0000000 00000000 0000000 00000000 F DETAIL A•A Panel mWorcement 28.86% OPEN AREA MAX. O HORIZONTAL CROSS SECTION $ �-+ -1.53" �{ P IL o 1.18" I-- ® HINGE Bros EXTERIOR INTERIOR 63 LOCK SIRE - +-1.53 O Bottom RAIL yo EXTERIOR INTERIOR VERTICAL CROSS SECTION z re a 2 o610 5/7/08 SCALE ■.T.s. mw: BY: AL CHE Sn LES eRAW1U Nas FL- 7730.2 • 9 5 6 0 HORIZONTAL CROSS SECTION oPar shown inswing also INTERIOR EXTERIOR 11-1/4 MIN. EMB. (TYP.) CROSS SECTION °HORIZONTAL Shown w /1X sub -buck substituting concrete screws for wood screws per Sects 1714.5.4.2 of the FBC INTERIOR • EXTERIOR La 0 0.15° WeP4 CD HORIZONTAL CROSS SECTION p aved Inswing also EqE io w 22 I -I /A° MIN. EMB. (TYP.) 12 11 driPA Mj kilp 1 1 0 a RA 7E: 5/7/08 scav� N.T S. uwe. BY. AL cats. LFS Pomo No.: FL- 7730.2 masr OF jb • 1 A g w 1" MIN. FROM r+— MASONRY EDGE PP.) EXTERIOR I° MIN. FROM MASONRY EDGE —.4— (TYP,) 0 EXTERIOR INTERIOR O VERTICAL CROSS SECTION Outswing shown inswing also C) VERTICAL CROSS SECTION Inswing con gyration see general notes, sheet 1 for'HVNr water infiltration requirements INTERIOR 2 -1 /2" MIN. FROM �-+- -- MASONRY EDGE (TYP,) immummilli O L • op 00 0 0 INTERIOR EXTERIOR 21 VERTICAL CROSS SECTION Shawn oncretee s sccrews for wood screws per Section 1714.5A,2 of the FBC EXTERIOR VERTICAL CROSS SECTION Inswing confgurotbn see general notes, sheet 1 for'HVHtwater infiltration regg'neements 2 -1 /2" MIN. FROM MASONRY EDGE --++- CNN INTERIOR INTERIOR EXTERIOR VERTICAL CROSS SECTION Outswing co Han see general notes, sheet 1 for'ltvHr water Infiltration requirements INTERIOR VERTICAL CROSS SECT)ON f Outswing configuration see general notes, sheet 1 for'HVHP water Infiltration requirements EXTERIOR an>e 5/7/08 O 2 ec=Lk N.T S. ewe. en AL ctx on LFS mom NOa FL-7730.2 weer Z aria 4 NOTES: MASONRY MASONRY OPENING OPENING 2X BUCK 1 1 2% BUCK BRCKANCHORING DP <= 80 psi BUCK ANCHORING 80 <DP«WOO Elco Concre crews anchoring 2x buckrequire a minimum 1 ° clearance lb masonry edges, a bedment and a minimum 4' clearance to adjacent concrete screws. Substitution of equal concrete screws from a different suppler moy have different edge distance and center distance requirements. Concrete screw locattom at the comers may be adjusted to Maintain the minimum edge distance to mortar joints. if Concrete screw locations noted as "MAX. ON CENTER° must be adjusted to malntatn the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. MASONRY OPENING 4 i FRAME 2X BUCK i b, HINGE DETAIL HINGE JAMB FRAME ANCHORING Masonry 2X buck construction LATCH & DEADBOLT DETAIL ,e! STRIKE JAMB n g IV eg Jill leT" 5/7/08 0 z scna: N.T.S. DNn, BY: AL OIL BY: LF5 DIMINO NOd FL- 7734.2 suf _IL oF 4 A 9 w 8 HINGE JAMB FRAME ANCHORING Masonry 1X buck construction NOTES; I. I /4" ITW concrete screws anchoring frame and /or sib require a minimum 2-1/2' clearance to masonry edges. a l -I /4" minimum embedment and a minimum 3" clewonce to adjacent concrete screws. Substitution of equal concrete screws from a different suppilermay have afferent edge distance and centerdlstance requirements. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to morfarJoWs. it Concrete screw locutions noted as MAX. ON CENTER" must be adjusted to maintain the nunimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 2. 3/16" 1TW concrete screws anchoring frame and/orsli( require a minimum 2 -5/5" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer, f STRIKE JAMB LATCH & DEADBOLT DETAIL HINGE DETAIL SEE NOTE 2 SEE NOTE I SEE NOTE I aim 5 / 08 teigA MT S. DWo. se AL trot en !FS OPAP/ NO.: FL- 7730.2 slier ,,,0_ or 4 d z a ea m a G ra 0 • pi n fi i a s 11 b W a BILL OFN JALS ITEM DESCRIPTION • MATERIAL _DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 31 DOORSKIN 0.090" THK. (CC RUSTICJ.Fy = 6000 PSI MIN. •FIBERGLASS C MAX. 1 /4" SHIM SPACE WOOD 32 TOP RAIL ( CLASSIG CRAFT RUSTIC) WOOD D I /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT Rune) WOOT E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) • COMP. 35 PANE), REINFORCEMENT 0.023' THK. (CLASSIC CRAFT RUSTIC) STEEL G 3/16' X 3 114" PFH ITW CONCRETE SCREW • STEEL 36 FOAM CORE POLYUR H 1/4"X3 -1/4 PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR SEE DOOR PANEL DETAIL SHEET FOR DETAILS J 1/4" X3-3/4' PFH OW CONCRETE SCREW STEEL 41 DOOR SKIN 0.072° THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS 1 # 10 X 2.1/2' PFH WOOD SCREW STEEL 42 TOP RAIL MOOTH STAR) COI 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 43 LOCK STILE (SMOOTH STAR) • WOO) 2 INSWING THRESHOLD (153001-1P5) ALUM. /COMP. 44 HINGE STILE (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 0,023' THK. (SMOOTH STAR) STEEL WOO pelf ;mama S1N NodwO3 S7Wd LWV 40 TM tA"ssv tip lava 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE . POLYURETHANE 6 INSWING THRESHOLD ALUMJCOMP. 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 >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD /LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD /LVL I 1 HINGE STEEL 55 BOTTOM 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 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE S I I:tL 61 DOOR SKIN 0.137" THK. (FIBER CLASSIC) Fy = 6,000 PSI MAN. FIBERGLASS 16 #8 X 2 -1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE.(FIBER CLASSIC) WOOD/LVL SWOISWA3N I I 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 KWIKSET 600 SERIES DEADBOLI STEEL 65 BOTTOM RAIL { FIBER CLASSIC} COMP. 5,85' 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE 5.72" { + , �r � 1,i L �l THRESHOLD !" a 'M � Inswing acgusfa O 0 ble tnswfng aQvstabie 0 THRESH P THRESHOLD THR D • Insxdng sen - a4ust O Outsxang coasfol 5.83' 5.76' 4.56° i ) r apses 5/7/08 I rr �! f' I ~-4-,1 41— --_ _ 4 z N.T S. DIVA ePe AL CM Efts LFS THRBTLIOLD THRESHOLD AA & SIDE 01 N09 FL 7730.2 B 6 CSutrungstondard rruu dpraiing = +/ V V Jamb Jamb • 1 4