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WS-11-306Inspection Number: INSP - 156291 Scheduled Inspection Date: April 11, 2011 Inspector: Bruhn, Norman Owner: COOPER, CAROLYN A Job Address: 860 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Building Department Comments REPLACEMENT OF EXISTING WINDOWS AND DOORS (9 OPENINGS) Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 08, 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 Number: WS -2 -11 -306 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060050150 Phone: 305 -892 -6507 Page 5 of 20 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: ,. £.j.J A e -J (t.. e t gkrr 111111111111 11111 111111111111111111111111 1111 CFN 2011R01.33913 DR Bk 27601 Ps 4726; (1as)) RECORDED 03/01/2011 13 :45 :5 2 HARVEY RUVIWr CLERK OF COURT MIAMI -DADE COUHTYy FLORIDA LAST PACE Space above reserved for use of recording office 3. Owner(s) name and address: . .r t A Interest in property: Name and address of fee simple titleholder: CL ;in,1 y 4. Contr- ctor's name, ad • ress and • one number 1 / 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: AyA-- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and •ho e number :9. Expiration date of this Notice of Commencement 8. In addition to himself, Owners designates the following person(s) 713.13(1)(b), Florida Statutes. Name, address and phone number. o mo t~ 7.c`7•�>3I // to receive a copy of the Lienor's Notice as provided in Section 7 t7 P � ci, air r (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. FLORA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY • OF COMMEN - ■ MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST , x CING Se�X = YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RE`Yge '1020RI)fQOl101Eli fN I CI ce • t otty of orized Office erg e ce Signat9N '•` 1 g'i Prepay Print N Title/ STATE COUNTY OF IAMI -DADE The fio i - T iY n ins , ent was acknowle d before e this ay of . 1i By TI 4 Car � Ci 1 C 0 V dividually, or as fo. Personally known, or ❑ produced the following type of iden Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owne ) u horized Officer/Director/Partner/Manager who signed above: X By. ` i� g / iilti♦ 123.01 -52 PAGE 3 3/10 onager YO By cat =imp A� � 16:• t_11 t .OY b•" 171.• Ton =Mae By BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): trd Ca,T Phone #: Address: *0 LF 9z.._ City: °YI St ate: Zip: 95--) 13� Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 8 •,-0 City: Miami Shores County: Miami Dade Zip: ' 1 ?, W Folio/Parcel #: Is the Building Historically Designated: Yes NO L---- Flood Zone: CONTRACTOR: Company Name: 74 .. co 1v) 5"k --- ic,, 1 o U. Phone#: ��1� " g9 GLW 7 cto Address: \ `C'c2 1 �� t°. tJ (le �p• �,� P � f City: ` �. a �..t .(� State: � l____ Z ip: Qualifier Name: C.C`5f 1l - �• / 9 EN z L ) Phone: ( l� 9 L S� 7 State Certification or Registration #: C,C TC ( 5-0S-) (j Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: F■` > Phone #: Value of Work for this Permit: $ 4000. Square/Linear Footage of Work: go cq ' Type of Work: DAddress DAlteration ONew epair/Replace L (Demolition Description of Work: 1 N-C VN . i1 i o' t k t S� 1 Al Cr 0 r . N DO S f Too ,_ OLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ C rr) Permit Fee $ / / 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ NE °I v(QZ ZCIEVIS 'FEB 232011 BY: 00■0000•••0•00•00001,000 Permit No. \ Vj 11 3CZP Master Permit No. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N (� 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 S2500, 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 Sign: Print: / ! / The foregoing instrument was acknowledged before me this -day of F-:?J , 20 1 � , by CUD 1-91 Cart who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expir APPROVED BY or Agent , iJ WIT : :, Elsa.i.al D &let don #M 02, MIS 6214400=1/10 MAK My Commission Expir . ... Commission iiDDS67559 itvgres: APR. 02,2013 SEW MUM= WattegFo tur. V"Oa/Cli Plans Examiner Structural Review (Revised 07 /10/07XRevised 06 /10 /2009)(Revised 3/15/09Xrev6/4/10) 23 The foregoing instrument was ac .. • ledged before me this day of r-Cij) 2 & _ , by 1 e3 f 0 i c.o„ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print MDIPTPDBIle SUIT OF Fid31*.T.ai Hart Zoning Clerk *K. cAtuo %.4141 COOMI. (v-Pitc-errENT /A041014)5) S(00 tt Sk-octif›. APPROVED ZONING DEPT Miami Shores Village BY DATE BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 171 or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF (j PSF (+) PSF O PSF 1 WiT Arwinvittal p 2 ti 0 +no -No ;•4K',9. -447 . 53, b9c x5g.3 - N 0 N 0 t i t; S Z. PcrT t'Ioii3. 61o1Je 14 o A 07 OV. ts , o t +7i .O - 7510 t4(r�,a�"" -SD. `38 X 1 9 Rr14o . ROUt t r PeA o7- oRili ¥7S`.ta -7 c0 tic �. - L 9 �3 l� «ft ki th• p ftu rlci Nokn�_n3Z.2•61 .t. 64in O t-4s aZ -59, 4 9,83 3'1 x-,,o.11�,i 7 [ f I InilleNFOR . ek0 -, a , i•4.O ''.• 4.4 - . ! ' A 7. , 0 S I __ rG PO 4 07-021.001 - i, 0 *4 ;, I --Z - 4 44, 5) 7 lam A , � 1 1 • /..." i ) 'd . it /1 r;. J -- t 0 • ) - - '' • 2 . y i IIIIIIIIIIIIIIMM r. _ . .. 0 .. ! r . s .' $ - . i I i — _ 37 .i . - . 4 zzona 4 2o»e z.En e 2ene S zore -zone tone Mg5, C ' Ro i\)c, CP6R_ 56o N E '1,1° 6 iZE0'LP CZ t EA\ i [A d new A5 Q SKEi C1- Mean Roof HeigM DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 -15 ft '62.2 -59.8 -58.0 - 58.7 - 55.6 - 54.8 - 53.8 - 53.1 -52.5 18 ft +46.5 +45.2 +44,4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.8 -58.8 -57.5 6.3 -56.3 - 55.4 - 54.6 -53.9 -53.2 -53 20 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 -62.1 - 80.3 -58.9 -57.8 58.8 -55.9 -55.2 54.5 5 24 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft - 66.1 +49.4 -63.5 +48.1 -81.6 +47.1 -60.2 +46.4 -59.0 +45.8 - 58.1 +45.3 -57.2 78.4 +44.9 5 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 56.0 -64.1 -62.6 -61.4 -60.3 59.4 - 58.7 -58.0 32 ft +51.3 +49.9 +49.0 +482 +47.8 +47.1 +48.7 +46.3 +45.9 28 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 - 63.8 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47,5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51,6 562 +50,6 -64.6 +49,8 - 63.4 +492 - 62.3 +482 -61A +48,2 , -60.6 '+47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -85.8 +50.6 54.3 +49.9 -63.2 +49.4 -62.3 +48.9 51.5 +48,5 -60.7 +48.1 32 ft -73.0 -70.1 - 88.1 -66.5 -652 -64.1 -63.1 -62.3 -61.6 44 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft -73.9 -71.0 -61.2 +582 - 67.3 -86.0 -59.0 +54.0 -64.0 cq -62.4 48 ft +552 +53.7 - 61.7 +58.7 +51.9 +51.3 -59.6 +54.5 +602 +49.4 38 ft -74.8 +55.9 -71.9 +54.4 -63.4 +58.3 -68.1 +52.5 -66.8 +51.9 -60.7 +55.6 -64.7 +50.8 -63.1 +50.0 38 ft -75.7 +56,5 -72.7 +55.0 -70.6 +54,0 -88.9 +53.1 -67.6 +52.5 -66.5 +51.9 - 85.5 +51.4 -84.6 +51.0 -63.8 +50.6 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 -60.1 +54.9 +57.1 +55,6 +54.5 +53.7 +53,0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 -65 - 81.4 +56.1 +57.7 +562 +65.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +58,7 -72.8 +55.7 - 71.1 +54,8 -69.7 +54.1 -88.5 +53.5 -67.5 +53.0 -68.6 +52.6 -65.8 +522 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +58.2 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 -89.8 +54.5 -68.8 +54.0 - 67.9 +53,6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 58.5 +54.0 -67.6 +53.6 52 ft -80.8 -77.8 -75.4 -73.6 -72.2 1.0 -71.0 -69.9 -69.0 -68.2 -68 +60.4 +58.8 +57,6 +56,8 +58.1 +55,4 +54.9 +54.5 +54.0 54 ft -81.5 +80.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +58.5 -71.6 +55,9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54,5 56 ft -82.1 +81.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +622 -80.0 +60.8 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 +46.5 -49.2 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 +43.1 - 46.6 +42.7 -46.2 +42.3 -45,9 +41.9 -45.5 +41.6 18 ft -51.1 +47.1 -49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 -48.8 +42.9 -48.5 +42.5 6 -46.2 +422 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 - 49.6 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44,5 -48.4 +442 22 ft -53.3 +49.0 -52.4 +48.1 50.1 +45.8 -49.7 +45.4 49.4 +45.1 24 ft - 54.3 +49.9 -53.3 +49.0 - 51.0 +46.7 -50.6 +48.3 -50.3 +45.9 28 ft -56.6 +52.2 -552 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 - 58.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 56.7 +52.0 -55.9 +51.3 -55.2 +50.6 - 54.7 +50.1 -54.2 +49.6 -53.8 +492 -53.4 +48.8 34 ft 38 ft -59.9 +55.2 -60.6 +55.9 -57.4 +52.7 -5&1 +53.3 - 56.8 +51.9 -57.3 +52.5 -55.9 +51.3 -56.6 +51.9 -55.4 +50.7 - 56.1 +51.3 rooi -54.5 +49.8 -55.1 +50.4 -54.1 +49.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 +51.9 -58.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53,7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 - 58.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +582 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 57.4 +52.5 -57.0 +52.1 56.8 +51.7 44 ft - 632 +58.3 -61,7 +56.7 -60.6 +55.7 59.7 +54.8 59.1 +54.1 58,5 +53.5 •58,0 +53.0 -57,5 +52.6 -57.1 +52.2' 46 ft -63.8 +58.8 -62.3 +57.3 -61.2 +582 -60.3 +55,3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft - 64.4 +59.4 - 82.8 +57.8 - 61.7 +58.7 -60.8 +65.8 - 60.1 +55.1 -59.6 +54.5 -59.0 +544 -58.6 +53,6 -58.2 8 +53:1 50 ft -64.9 +59.9 -63.4 +58.3 -62.2 +572 -61.4 +56,3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 9 +54.0 54 ft -66.0 +60.8 -84.4 +592 -83.3 +58.1 -82.4 +57.2 -61.7 +585 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -68.5 +61.3 - 64.9 +59.7 - 63.7 +58.5 - 62.9 +57.7 -62.1 +56.9 -61.5 +56.3 - 61.0 +65.8 50.5 +55.3 -60.1 +54.9 60 ft -67.5 +62.2 - 65.8 +80.6 -84.7 +59.4 -63.8 +58.5 53.0 +57.8 -62.4 +67.1 -61.9 +58.6 - 81.4 +56.1 -61.0 +55.7 49s . CPaoL,L( DooPtQ 860 N6 °? st - . L g3i3g ' � T Kz as AS ?EL_ 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Celculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. - 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT, 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5• IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH I5 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& COMMERCIALCONSTRUCTION) 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 (GCp1 =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE: TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY 5. ADHERE TO ALL LOCAL IMPACT' PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION'S OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CD,- I ® I� 1 ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT cm m z 1 REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB DATE 04/19/08 02123/09 FLB THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. •*ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 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 69885 MIAMFDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industrlea, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www. sov/ba This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 1Vliammi 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 AHI 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 111iami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR- 710" Ainmimmi Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing NoAl27 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Mile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 1Vliami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06.0405.06 and consists of this page 1 and evidence pages 13-1 and E-Z as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127.10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02128/2006 with the latest revision "C" dated 04/15/2007, prepared by POT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FJL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing laboratory, Inc., Test Report No. FTL dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 1 r Manuel Product Control NOA No 07-0' Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for `DuPont Butaclte PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Salex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Muni. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12121/2011. E -2 1 / Manuel Pdrez, Product Control 'I' NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118 LAMI CONSISTING OF (2) UTES OF 118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFUMEEPSAFE MAXIMUM PVB INTERLAYER B. 5fi 8' LAN CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5118 LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) ELITES OF 3118 ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. X18 LAMI CONSISTING OF (1) LRE OF 3118' ANNEALED GLASS AND (1) LITE OF 3/18 HEAT STS GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PV8 INTERLAYER F.7118' LAMI CONSISTN0 OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 0.13118 LAMI Kt (1) UTE OF 118' OR 3118 ANNEALED (MIN.) GLASS, stir OR 318' AIR SPACE AND 5118 LAMI CONSISTING OF (2) LITES OF 1/8'AMINEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MINIMUM PVB NTEISAYER. H.13116' LAMI 1t: (1) UTE OF 1/8' OR 3118' ANNEALED ( MIN.) GLASS, 5118' OR 318' NR SPACE AND 8118' LAMB CONSISTING OF MUTE OF II8' ANNEALED GLASS AND (1) UTE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFIE IKEEPSAFE MAXIMUM PVB INTERLAYER L 13118' LAMI IQ (1) LITE OF 118' OR 3118 ANNEALED (MN.) GLASS, 5118" OR 3B' AIR SPACE AND 5118' LAMI CONSISTING OF (2) UTES OPUS' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAREXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI XD: (1) UTE OF 118' OR 3118' ANNEALED (MN.) GLASS, 3118' OR 114' AIR SPACE AND 7M8' LAMI CONSISTING OF (2) UTES OF 3118 ANNEALED GLASS WTTH AN .090 DUPONT BUTACITE OR SARZXNEEPSAFE MAXIMUM PVB INTERLAYER. K. 13118' LAMI IG: (1) LITE OF 1/8' OR 3118 ANNEALED (MIN.) GLASS, 31111* OR 114" AIR SPACE AND 718 LAMI CONSISTING OF (1) UTE OF 3118 ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX1KEEPSAFE MAXIMUM PVB INTERLAYER. L 13118 LAMI IG: (1) UTE OF 118" OR 3118 ANNEALED (MIN.) GLASS, 3118 OR 114' AIR SPACE AND 7118 LAMI CONSISTING OF (2) UTES OF 3118 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX E0_, )101t 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTM E 130002. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NON 04-0721.01, 0341725.05 ANSVAFBPA NDS-2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESKXNED & TESTED TO COMPLY WITH THE REOUIREI,AENTS OF THE FLORIDA BUILDING ® HURRICANE ZONE (HVHZ). CODE, C RIE CtRIoN4NOLRIDING THE HIGH VELOCITY Ramer F.K. Rawd FJC Rmd FJ( FJ( balic 41180T Daft 10117108 r 0 Psykkes B 8/13 23&08 A Clrasdes J.J. A00 Fit.8330 TO MOTES 7A C/4G NOTES TO CURRENT EDIT. CHANGE TOASTAI E 130002 ADD AIR SPACE 001( NOTE 1. ?ECM W. NOTE TS NOTE 1 Dasor 3/23/78 1070 TECHNOLOGY ORNE NOXO IS. FL 34?B P.O. °OX 1629 N011ON8, Ft 31274 I ; )p7,5 . Batter GENERAL Nv s' " TIM ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 162710 s*6' - sear IVTS f a 11 4127 -10 I C NOA DRAWING MAP SHEET GENERAL NOTES._...._...1 OLA7JNO DETAILS_._..._. 2 DESIGN PRESSURES._....3 ELEVATIONS . _ 4 VERT. SECTIONS_.— 5 HORIZ SECTIONS...._...... 5 PARTS UST 8 EXTRUSIONS....._._..». 7 CORNER DETAIL.........._ 5 ANOHORAGE....—».._...... 8-11 PRODUCT RBVIS)3D es sccsplyent with the NNW E +kl:at Aswpleavt No Ti-pir tiva Mae '4,tr PE 639712 Structuvell a- ( 0,61, x 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER -+ 118' ANNEALED OR HEAT STRENGTHENED GLASS 6118' NOM. 5/16" LAMINATED GLASS 17 NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 6116' LAMINATED arm OR318' AIR SPACE 118' OR 3116" ANNEALED (MIN.) GLASS 13116' NOM. 13/16" LAMI 13 GLASS W/ 5/16' LAMI 63,64,65 17 NON. GLASS BITE i r 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS TM LAMINATED 7/16' LAMINATED GLASS 17 NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 7/16° LAMI 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3H6' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 3(16' OR U4' AIR SPACE V8' or 3116' ANNEALED (MIN.) GLASS 13116' NOM. a Ex roactit mrrEmram E> (ALL SECTIONS) F.K Rower FJL 4/15/07 C Rafter Oaks 1QM7A6 Rea IBr Dia IiJbc F NUM A Or• ClMotlep Wtx F.I( 2/28,+08 J.I. 3/239 NO CHANGE 7f8SSHEET NO CHANGE THIS SHEET AODAIRSPAO DAR. TOLAM1 It; DETAtS 1070 TEM/MOOYORIVE NOKOMIS, R. 34T18 PO. 90X 18 NOKOMS. 8.34214 Yalbls Better Z GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT H4710 F ull I 2 d 11 I ��4127- -10 I C /6 l CMS. PE PE ABTI2 TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW H6OHT 28" 36" 38 318" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 50.0 +60.0 - -60.0 +60.0 50.0 +50.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 - +60.0 -60.0 96" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 316' A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -80.0 +80.0 -60.0 +55.2 -55.2 ' +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 - 60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 51.7 111" A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +59.5 59.6 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D E F, J,KL +75,0 -75.0 TABLE 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WIDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" T0867116" A'B'C' G,H,I +60.0 -80.0 TO 86 7/18" D,E F, JAL +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO Al WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 35" 38 318" 48" 50 518" 54" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.E 4 s M R1 la 66" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +74 i 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 ` +89.E 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -00.1 +83.8 43.8 UP TO 74" C D E,F, 1,J,K L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (X0)0, FTL -4859 (0)( & )(0) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,118" A) B. 5/16" LAMI - (1/8' A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16 A, .090, 3/16" A) E. 7/16" LAMI - (3/16' A, .090, 3/16" HS) F. 7/16" LAME - (3/16" HS, .090, 3/18" HS) G. 13/16' LAME 10 -1/8" OR 3116"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118"HS) L 13/16" LAME IG -1/8" OR 3/16"A, 5/16" OR 3/6" AIR SPACE, 5/18" LAME - (1/8"HS, .090,1/8"HS) J. 13116" LAMI IG -1/8" OR 3118"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A-090, 3/16°A) K. 13/16" LAMI IG -1/8" OR 3/16"A, 3116" OR 1/4" SPACE, 7/16" LAME - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG -1/8" OR 3/16•A, 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/18"HS, .090, 3116"HS) ry�e/d 7 / aarr,t� cantP.� 1141 - 1414 ADD REVISE DP TAKES T0ASTM UPDATE E (30602 ASThgE 1301342 Ws REl?9EPTA8L TOASIb/ ma AR SPACE owe <unss TYPES GPOue_ 3 8 1010 TECHNOLOGY L 34191 DRIVE rte. R 9Mt6 PA89X1aa N°""9'1"4274 Fr T vt b a DESIGN PRESSURES HORIZONTAL ROLLER WINDOW, IMPACT t"to l NIS 13 • 11 I 4127 -10 I C 27318" MAX. DLO VENT X O 57318' MAX DLO ALL FILED UTES - 8116""t FIXED —1 111' MAX WIDTH FLANGE FRAME r __ 33 Mr MAX DLO O F DLE7] 110' MAX. WIDTH I. FRAME DETAIL B - XOX (114 - 112 -114) 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 339118' MAX DLO VENT C - 73" MAX WIDTH IF. FRAME 56a MAX DLO ALL VENTS 62' MAX LF. FRAME ALL CONFIG. 1 53" MAX. FLANGE FRAME ALL CONFILG. DETAIL C - XOX (113- 113 -1!3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D B (FRAME CORNER CONSTRUCTION) r.e memo •� with the Mathis r FM .;de No -,L/ • • Woo D s '1127f AlP • i /i Row Reeler F•K Revalft eft 5D7 Data 1017176 Prams B a 1306 are 21 Chetider AnnOYTEGRAL FIN FRAME MAX _ lONSAND CORNER CONSTRUCTION ETAS FROM a NO CHANGE THIS SIFT N O C H A N G E 7H S MEET T 1070TEQNOLOOYORME NOKONO. FL 34275 P.O. EQ* 1520 NO01119, FL3004 Visibly Better ec;_r_ ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sadleabdet wino NTS I 4 e 11 I0 M. 4127 -10 I C #07 < .P.E PE 039712 //‘ MAX HEIGHT FLANGE FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR SECTION C-C A SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) F•-- Max FIXED DLO --I MAX. WIDTH (FLANGE FRAME)) SECTION 8-0 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I"- MAX FIXED 01.0 MAX. WIDTH D.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME), ritecuctitevcseo etopfytng with to Florida Cods Arc'�m kin= MID Nand F.JL RK Popellx FA Own fW P./ t. ateser 1df7/06 0 a Si' 13�D6 oft 2 lowaot A - Cleoled ui ADD t JTEGRAL FOAM MSC 41, 42 MD 43 MO WW1 JtO CHANCE DOE SHEET NO CHANCE 7MS SMMT +vro 7e019401.00ratuOE Nd. FJ.yam Pt CCX 1629 NOKINIS. RSIZTC PG; I/Wl�1y Bator SECTIONS AWM. HORIZONTAL ROLLER WINDOW, IMPACT soloardst N R7ID mw m..r fIEN r S + TT 4127 -10 1 C / //r � r Rebut l ask, PE PE AF49712 Stivdwal DWG. 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225.1 226 REVI 1 10 12 13 14 15 16 17 19 21 22 23 24 29 4128 1 2 3 4 6 7 8 32 33 35 36 37 4006 1235 1096 1016 4126 38 1683 39 7070 53 4039 40 41 4139 42 4140 43 4141 50 51 1224 52 1225 54 4044 55 4222 56 985 59 4067 61 64 65 per F.K. -4" F.K -4" F.K. aawy: F.K nwe 411607 1W77A6 Pas 6'1308 box ?/2606 DESCRIFIION FIANCE FRAME HEAD SASH STOP (SID)(ANTI LIFT CLIP) 08X3/4 PH. PAN HEAD SASH STOPCOVB((SASH STOP) FLANGE FRAME SILL SRL ADAPTOR ROLLERTRACIC WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCRffi1ADAPTOR FDA MEETING RAIL WSTP.,.187 X.230, FIN SEAL SASH TOP& BOTTOM RAIL WSTP.,.250X 270 BACK, FIN SEAL ROLLFR HOUSING & WIDE BRASS ROLLER WHEELS HORIZONTALROLLER SASH TOP CUE D SASH MEETING RAIL WSTP.,.170 X.270BAER, FIN SEAL SWFFP 1ATC21 68 X.62S PH. FL. SMS SASH SIDE RAE. Ream C WS1P,.250X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187X .275 UIFT RAIL COVER CAP LE. FRAMEHEAD LF. FRAME SILL LF.FRAMEIAMB VINYL GAZING BEAD BULB (THICK) VINYL f AZ1NGBEAD BULB (THIN) B cLkZINGBFAD -5/16" B GAZING BRAD - 5/16" W /(RILL KIT A GAZING BEAD -7/16" C GAZING BEAD - 7/16" W /(t1IL KIT GLAZING BEAD - 13/16" Radiate Isom. A cewwe JJ, ADO HEMS 41, 42449 NO CHANGE TIM SHEET A A G E D C N S BENS 66 THRU 7?. r ?08 ' MATL 6063 -T6AL 6063 -T3 AL 6063 -TS AL 6063 -T6 AL 6063-76 AL 6063 -T6 AL POLYPROP. 6063 -T6AL 6063 -T5 AL 60631ID -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063115 -T6 AL DIE-CAST 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL GAZING SILICONE, DOW 899, 995 OR EQUIVALENT 6063 -TS AL 6063 -TS AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL PG1 612237 612244 7&34AA 64136 64137 64131 71298 7PAD1626 612275 74134W/K 78IPQA 641100 64034A 64066(1 612240 616830 4211211D 7BRWHI2 4412814 64006 676163 71096 7858 64126 616830 67070K 74078"C" LORR 64139 64140 64141 6TP247W,K 6TP248K 644703 64222 64067 5/16" IAMI (1/8" A, .090 PVB, 1/8" A) 3116" IAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" IAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16 LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAM1(3/16" HS, .090PVB, 3/16" HS) Nd(Q1d13, ft 31218 P.O, BBqpXt 1 1401[ 4 .FL 34274 mai DWG/ 67 68 69 70 71 73 ir 74 75 76 77 90 91 93 94 95 96 (ASS, b N w w 1014 1630 1631 1073 1624 1635 fidr Beta► DE9CRWPTION MAIL 1 PGIW 13/16" IAMI IGllW"A, 3/8"A1RSPACE, 5116" LAMI (1/8"A, .090 PVB, 1/8"A) 13/16" IAMI IGl/8"A, 3/8" AIR SPACE, 5/16" IAMI (1/8°A, .090 PVB, I/8"HS) 13/16" LAMIIGI/8"A,318" AIRSPACE 5/16 LAMI (1/8"H!3, 090PVB,1/8"HS) 13116" IAM1IG3/16"A, 5/16° AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"A) 13/16" IAMI 103/16"A, 5/16" AIRSPACE, 5/16" IAM1(3/rA, .090PVB 1/8"HS) 13/16" IAMI IG3/16"A, 5/16" AIRSPACE, 5/16" LAMI (1/8"11S,.090 PVB,1/8"HS) 13/16" LAMI 101/8"A,1/4" AIRSPACE, 7/16" IAMI (3/16"A,.090MB, 3/16"A) 13/16" IAMIIGI/8"A,1/4" AIR SPACE, 7/16" LAMI (3/16A, .090PVB, 3/16"HS) 13/16" LAM' UCi-V8"A,114" AIR SPACE. 7 /16" LAMI (3/16"HS, 090 PVB, 3/16 "H% 13/16" LAMI 10 3/16"A, 3/16" AIRSPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16"A) 13/16" LAMI I33/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3116"HS) 13/16" IMAM -3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, 090 PVB, 3/16 "HS) SCREEN FRAME (NOR. & VER.) J 31054114 AL SCREEN SPRING SCREENCORNFRKEY W/RAKE SCREEN CORNER KEYW/OUT RINGS SCREEN SPIINE- .135 DIA. FOAM SCREEN SPUME -.135 DIA. HARD SCREEN POLYPROP. POLYPROP. ST.ST. PARTS UST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT mow.* wdw itms 76010 NT5 I 6 s 11 l � ft 4127- -10 EM PVC EM PVC CI TH A A 2.784 1 .888 O I.F. FRAME JAMB A 84141, 6063-76 CI 41 I.F. FRAME HEAD 84139.6063 -76 L710 Q4, .F. FRAME SILL #4140,6063 -T6 3162 1.5 F.R. 2128101 27lO J O FLANGE FRAME HEAD 84102.0, 8083.11 --.4• -062 .480 L � k - 1.451 -I O SASH STOP 84025, 6063 -T5 21 SASH TOP & BOTTOM RAIL 44133. 6063-T5 1.0964-.4 'I - � O GLAZING BEAD. 5/16' 140448.6063 -T5 (USED W/ GRILL 107) core, ors tows* FlC 4t8417 C NO CHANGE MIS SHEET FR. ?0M7113 B NO CHANGE MOSHEET R■r■WEIg Dar FJC 5M3/88 A NO CHANGE 1185 sow o.. ex cwc md+sen we J.J. 3123108 373 ,. V FLANGE FRAME SILL �J 14136.8063 -T6 O HORIZ. ROLLER TRACK 84131, 6083 -76 --0 1.081 k-- 32 SASH MTG. RAIL 94006D,8063HS -11 878 1.096 I -IT O GLAZING BEAD 7116" 442221, 6083-T5 .m9 TECHNOLOGY ORME NOCO5S, R 9Y175 P.O 11Q(1524 NOKOMIS, R54Z74 1. .291■4 37 SASH SIDE RAIL 04128, 60633 -75 . 050.878 1.115- 1- --..1T O GLAZING BEAD. 7116' 9985C, 8063-T5 NS GRIMM) eGT Visibly Better O FRAME SILL. ADAPTER 14137, 6063 -T6 87 = Me 17 FIXED MEETING RAIL 8140549. SOS3H -T6 EXTRUSIONS .678 1.096 -1+ --{ O GLAZING B 5/16" 040398, 6063 -T5 . 83 .OSO — 1.097 59 GLAZING BEAD, 13/16" 44067, 6063-75 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT I Ha►f I r . 11 I -10 I C r� I .738 l- r73-1 7 O SASH STOP COVER N053, .75 13 FLANGE FRAME JAMB 14002.0,6063 -76 Rabat l Oak P.E PE /59712 Structural ANCHOR QUANTITIES, XON (114.1/2114) WINDOWS TABLE 4 4461HOR TYPE & EMIRATE WINDOW SIZE x 53.125 x 38.315 48.000 50.825 64.00 80.000 83.000 80.000 x 38.315 48.000 50.525 61.000 60.000 63000 14.000x 31375 4&000 01525 54.800 80.000 89.800 84.000x 36375 48.000 5E325 64.000 *000 83.000 106.315 x 38.375 4&000 50025 54.000 60.000 83000 111.003x 38.376 48.000 50.825 54.000 60.000 83000 Paw* FX "Ammer OMr 4/15107 10Y1A88 GLASS TYPES A.B.C,G,H.I 2.3. WOOD ZONES ZONES 20NES ZONES 21+0x+2+02+1 3 1 +c212+C2+1 3 3 1 +02+2+02+1 3 3 1+02+2+62+1 3 3 1409+2+0++1 3 3 1+03 +2+0++1 3 2 1402+3+02+1 2 3 1+C3+3 03+1 3 3 1 +03+3+(x+1 3 3 1403+349+1 3 3 1+C4+3404+1 4 3 1 +04+340441 4 2 1+02+3+0241 ZONES ZONES 1, ONC HEAD & SILL 1402+1+C2+1 1+02+1+02+1 1+0241 +0241 1 +02+1 +02+1 1+c2+1+02+1 1+(2+1+(2+1 1 +02+1 +02+1 1402+1+32+1 1+02+1+c2+t 1+c2+14C2+1 1402+1+02+1 1+0241+02+1 1 +0242+02+1 1 +0242+02+1 1+02+2+02+1 1+02+2+02+1 1+0242+C241 1 +02+2+021 1 +02+2+02+1 1 +02 +02+1 1 +02+2+02+1 1+0242+0241 1 +132 +2+02+1 1 +02+3+=2+1 1+02 +3+02+1 1+03+3402+1 1+03+3+03+1 1+133+3+03+1 1402+3402+1 1 +02+3+02+1 1+02+3+132+1 1+13343+133 +1 1+03+340341 1 +03+3+0341 Avatar C 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2, cONC HEAD & SU. 1 1402+1 +02+1 1+c24140241 1 +02+1 +02+1 1+132•140241 1+02+1 +Q+1 1 +02+1+02+1 1+02+1+02+1 1402+1402+1 1 +02+1+02+1 1+0x1 1+02•1+c2+1 1+0241 +02+1 1 +02+1 +02+1 1+c2+1402+1 1 +02+1+02+1 1+0241+02+1 1+02+1+(x+1 1+C2+2+C2+1 1 +02+2+02+1 1+0,1+2+02+1 141:2424C2+1 1+c2+2+c2+1 14C2424C2+1 1+02+2+(241 1 +0242+02+1 1 +02+2 +132+1 1402+2+021 1 +02+2401+1 1+0242 +02+1 1 +0242402+1 1+02+2+02+1 1402+2+02+1 1 +02+2+02+1 1+02+2+02+1 1+02 +2+02+1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1+{x+2+02+1 1 +02+2+62+1 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 HEAD & SILL 1 +02+1+02+1 2 1 +02+1+02+1 3 1 +0241 +02 3 1402 +1403'+1 3 1 +02+1 +02+1 3 1 +c2+1+02+1 3 1+02+ #02+1 2 1+12+1 +02+1 3 1 +132 +1 +02+1 3 1+1241402+1 3 1+02+1+02+1 3 1402+ 1+02+1 3 1+02 +2+02+1 2 1+02 +2+c2+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1402 +2402+1 3 1+=3+2+03+1 3 1+C2+2+C2+1 1+02 +240 1 1 +02+2 +02+1 02 1 +02+2+41 1+03+2+0:3+1 1+0342403+1 1 +0x+3+32+1 1+04 +3+C4 +1 1 +C4+3+C4+1 1+02+3+02+1 1+133+34423+1 3 1+4+3403+1 3 1+C3+3+ca+1 3 1404+3+134+1 3 1 +C4+3+C4+1 3 R harem FK 81318 A ADD SPACE Dt GLASS TYPES 0DIEUL Dews BF 'how * luarri Dm 1 F.K 22&08 J..L 30/08 I GLASS TYPES O,E,F.JK ,,L 2.3, WOOD 2. CONC HEAD & SILL 1+02+1 1 +02+1 +c2+1 1402+1402+1 1+02 +1+02+1 1402+1+02 +1 1 +02+1 +02+1 1+02+1+02+1 1+07+1 +02+1 1 1+02+1 +02+1 1+02+1+02+1 1+02+1 +02+1 1 +c2+2+i2+1 1+02+2+02+1 1+02+2+02+1 1+02+2+0241 1 +02+2+02+1 1+C3+24433+1 1 +03+3+03+1 1+03+344+1 1 +C3+3+C341 1+C4+34C4 1 1+C4+34C4+1 UPDATE TABLE 4. SELECT VALUES DUE 70 ANCHOR CAR AEU AtC, REVISEORAGFFORMAT, 118.408 S&L CLUIDERS 3 1+0x+2+02+1 HEAD & SILL 2 1+0x+1 3 1 +c2+1+C2 +1 3 1+02+1002+1 3 1+02+1+0241 3 1+(2+1402+1 3 1+02+1+02+1 2 1+02+1 +02+1 3 1+02+1+02+1 3 1+02+1 +02+1 3 1402+1402+1 3 1402+1+02+1 3 1402+14(2+1 2 1+02 +2+CZ41 3 1 +02+2+02+1 3 1+=2+2+02+1 3 1+(2+2402+1 3 1+02+2+02+1 2 1+02+2+02+1 1+02+2+02+1 1 +02+2+0241 1+02+2112+1 3+02+2+02+1 14M- 2+02+1 1402+3+02+1 63 1++3+03+1 1+03+3+03+1 1+03+3403+1 1 +133+3403+1 04 1+04+3++1 3 1+02 +34132+1 3 1 +02+3+02+1 3 1+4+3+03+1 3 1+03 +3+4+1 4 1403+3+4+1 4 1+04+3+C4 +1 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 1+0243+6x+1 1+03+3+03+1 1+03+3+0341 1+03+4+03 +1 1+04+44c4 +1 3 3 3 3 3 2 3 3 3 3 1. cONC HEAD & ELL 1 +02+1 +02+1 1+02+1+02+1 1402 +140341 1+02+1 +02+1 1+02+1402+1 1+C3+1+C3+1 1+02+2+0241 1402+2402+1 1+02+2+(2+1 1402 +2442+1 1+03+2+03+1 1+0342 1+c2+2+C2+1 1 1+02+2+42+1 1+02+2+03 +1 1+03+24.c341 1+=342+03+1 1+02+34432+1 1+C3 +3+03+1 1 +03+3+03+1 1+04 +3+C4+1 1 +04 +3+C4+1 1 +C4 +340441 1 +c2+4+02+1 1+03+4+03+1 1+C4 +4+C4+ 1 1 +05+4+06+1 14 2+44CE -1 1+03 +4 +03+1 1 +03+4+03+1 1+C4+4+C4 +1 1 + +04+ 1 +05+4+136+1 g, 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 4 Vitfbly Brener NOTES: 1. ANCHOR TYPES: 1 -114• ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -112 STEEL SCREWS (G5) 2. GLASS TYPES: A. 8/16' LAN! - (118' .„090,118' A) B. 8116' LAMI - (1/8"A..090,1/8" HS) C. 5118' LAMI -(118' HS..090, 18' HS) D. Mr LAMI -(3116" A„090. 3/16' A) E. 7M8' LAMI -(3/16' A,.090, 3/16' HS) F. 7 (16' LAN!- (3/16' HS..090, 3(16' HS) 6.13116' LAM 10 - 118' OR 3/16' A. 5/18' OR 318' SPACE, 5116' LAN! H. 13118' LAMI 10- 18' OR3116 'A,6116'OR38' SPACE, Mir LAM - L 13(18' LANE 10- 118" OR3116 'A.5116'OR3 /6' SPACE, 6M6'LAMI J. 13116' LAMI10- 18" OR3116 'A,3116 SPACE, 7116' LAW - K. 13(16'LAM10- 3M6'OR1/4' SPACE, 7/18' LAMI - L 13118"LAMI G- 1/ 8" OR3118 'A.3116"OR1/4'SPACE,7M8'LAM1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL: 10 U2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 253/4' MAIL FROM OX. JAMBS: 9' MAX. FROM COMERS AND 22112" MAX. O.C. TABLE KEY: 2 X 11+=3+4 +=3+1 1 3 1-44-- ANCHOR QUANTITY PER JANE HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FEED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 11-25 3/4' max. 1 —4-I F.4-3" VAN. �+-- 1 1 1 1 1 1 0 I 111 1 8' REF. X O X MTG. RAE, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) I 74 25314'MAX --1-- -- 4 11-+ 3' 12' MI . N. • 1 , rl 1 1 1 1 +111 --1-- 9' REF. x O X INTO. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF /4) ANCHORS ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ftmly ad War 1121.* 11170 NT 8 + 11 4127- -10 I C - (18' A..090.1/8 A) (1/8' A,.090. 1/8" HS) (116' M8,.090,115' HS) (3/18'.,.090, 3116' A) (3/18•A,.090, 3116' HS) - (3116' HS..090. 3116' HS) pacxnx_ r r.•EVls80 as ac' 7Y-s3 with M Plaids E Colt AweVeatetio Espketlon DOM Robert L CIeA, P.E. PE 108712 11170 TE04a.00Y0WVE NOKOES.FL3/T78 P.0. 61At 1129 MEOWS. FL ANCHOR QUANTITIES. XOX j1/3.113 -1A) WINDOWS TABLE 5 GLASS TYPES C,D,E,FMK. L ANCHOR &SUBSTRATE WINDOW SIZE W . B 48.000x 38.3711 48.000 10.825 54.000 88000 63.000 53.125 x 38375 48.000 58025 64.000 68000 63000 60.000x 38.378 48.000 50.825 84.000 60.000 83.000 68.000x 38.375 48.000 !8.828 54.000 80.000 63.000 74.000x 38.375 48.000 50.625 64.000 80000 63.000 84.000x 38.375 48.000 50.825 84.000 60.000 63.000 88.437x 38.375 41.000 50.625 54.000 80.000 63.000 GLASS 1YPES A,B,QH 2,3. WOOD ZONC ZONES ZONES HEAD & 80.L 1+22 +1 +02+1 1 +02 +1+32+1 1+02 +1+02+1 1+02+1 +02+1 102+1+32+1 102+1+02+1 1 +2+1+02 +1 1 +2+1+2+1 1+32+1+2+1 1+24102+1 1+2 +1+2 +1 1 +02 + 1+02+1 1+2+1+2+1 142+1032 +1 1+2+1+02 +1 1+2+1+432+1 1 +2+1+2 +1 1+02 +1+02+1 1+52 +02+1 1 +02+1 +2+1 1+2 +1+2 +1 1 +2+102+1 1 +2+1+52+1 1 +02•1+02 +1 1 +2+1 +2+1 1+2+1 +2+1 1 +2+1+2 +1 1+2+1+02+1 1+02+1+02+1 102+1+2 +1 1 +0:2+ 1+2+102+1 1+2 +1 +02+1 1+32 +1 +32+1 1+2+1 +32+1 1+03+1 +33+1 1+2 +1 +2 + 1+02+1+2+1 1+2 +1 +2+1 1+2 +1 +2+1 1+01 +1402 +1 1+03+1 +33+1 3 1+02+142+1 I HEAD 8 S91 2 1+02 +1 +02+1 3 1+32+1402 +1 3 1 +02 +1 +22+1 3 1 +32+1 +12+1 3 1 +02+1+2+1 2 1 +12+102+1 3 1 +2+1+2+1 3 1+2+1+2+1 3 1+02 +1+2+1 3 1+2 +1+32 +1 3 1+2 +1+2+1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 1+02+1+02+1 1+32+1+02+1 1 +2+1002 +1 1 +02+1 +2+1 1+2 +1•2 +1 1+02+1+02+1 1+32+1+02 +1 1 +2+1+02 +1 1+02 +1 +2+1 1 +02+1+2+1 1 +02+1 +2+1 102+1 +02+1 1 +02+1+2+1 1+12+1+2+1 1402+1+2+1 1+02+1+02+1 1+02 +1+2 +1 1+2+1+2+1 1+02+1+2+1 1+ 1 +32+1+32+1 1+02+1+2+1 1 +02+1+32+1 1 +02+1+2+1 102 +1+32+1 1002+1+02+1 1+32+1+42+1 3 1+02+1+02+1 3 1 +2+1+2 +1 3 1 +02 +102+1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1, CONC ZONES HEAD a SILL 1 +02+1+32+1 1 +02+1+32 +1 1+02+1+2+1 1 +02+1+42 +1 1 +02+1+02+1 1+42+102+1 1+2+1+2+1 1+2+1 +2+1 1+02+1+32+1 1+32+1+2+1 1+02+ + 1 1+2+1+02+1 1+62+1 +32+1 1+02+1+2+1 1+02 +1+32+1 1+02+1+2+1 102 +1+12 +1 1+42+1 +2+1 1+02+1+2+1 1+2+1+2+1 1+02+1 +02+1 1032 +1 +2+1 1+12+1+02+1 1 +03+1+03+1 1+32 +1 +2+1 1402 +1 +22 +1 1+02+1 +2+1 1 +0:2+1 +2+1 1 +33+1 +03+1 1+03+1+03+1 1+02+1+02+1 1+32+1+32 +1 1+02+1+2+1 1+03+1+03 +1 1+33+1 +03+1 1 +03+1 +53+1 1 +02+1 +32+1 1 +32+1+32 +1 1+32+1+2+1 1+03+1 +03+1 1+03+1+33+1 1 +03 +1+33+1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2.9, W000 zorms HEAD 8.59.1. 1+02+1+12+1 1402+102+1 1+32+1+02 +1 1 +02+1 +02+1 1+02+1 +12+1 1+2+1+52 +1 1+2+1+2+1 1+2+1+2 +1 1+2+1+02+1 1+2+1042+1 1+2+1002+1 1+02+1 +12+1 1 +2+1 +2+1 1+2+1+x+1 1+2+1+32+1 1+2+1 +2+1 1 +32+1+2+1 1+33+1+03+1 1+2 +1+2+1 1002+1+2+1 1+2+1+32 +1 1+2 +1 +02+1 1002+1 +53+1 1+02+1+03+1 1 +02+1+32+1 1+02+1 +32+1 1 + 2+1 +432 +1 1+2+1 +2+1 1+53+1 +03+1 1+03+1+03+1 142+1+2+ 1032 +1 +02+1 1 +2 +1+02 +1 1403+1 +03+1 1+33+1+02 +1 1+03+1 +33+1 1+02+1+02 +1 1+52 +1+02+1 1+2+1032+1 1+33 +1+03+1 1+3+1003+1 1+03+1+03+1 2 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 4 +aver a.,ae,. F.K. 4'11407 C UPDATE TABLE B, SELECT UAW'S DUE TO ANCHOR CAP. AW. M+7er Dar Mk= F.K. 1617.66 8 REWSE ANCHORAGE F0RMAT,HEAD8291CLlS7EJLS Meer OWL Mi6t FK 81362 A F .K 211&89 1 JJ. 30259 I ADD SPACE DIMENSIONS CLASS TYPES 07HRUL 2 ZONES HEAD & S91 1 +432 +1 +02+1 1 +1x+ + 2+1 1402+1+02+1 1 +32+1 +02+1 1+02+1+32+1 1+32+1+2+1 1+02+1+2+1 1+02+1+02+1 1+2+1+02 +1 1032 +1 +2+1 102+1032+1 1+2+1+2+1 1+2+1+2+1 1+02+1+2+1 142+1+2+1 1+42+142+1 1+02+1+2+1 1032 +1 +2+1 1+2+1+02+1 1+42+1 +2+1 1 +2+1 +02+1 1+02+1+2+1 1+2+1+2+1 1+02 +1+2+1 1+241+2+1 1+02+1+02+1 1+2+1 +2+1 1 +32+1+02+1 1+02+1+2+1 1 +2+1+2+1 11.02 +1+2+1 1 +32+102+1 1+2+102+1 1+32+1+02+1 1+03+1 +33+1 1+03+1403+1 1 +2+1 +2+1 1 +2+1+02+1 1 +02+1+02+1 1+02+1002+1 1+03+1403+1 1 +03+1+03+1 2 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 V/01 OOKL0GV ORNE N .+L3628 P.O80x189 NOKOPEA FL34274 1, GONG ZONES HEAD & S91 1+02+1+32+1 1+12+1+2+1 1+02+1+2+1 1+2+1+02+1 102+1 +02+1 1 + 1 +2+1+2+1 142+1+2+1 1+2+1+02 +1 1+2+1+2 +1 1+03+1+03+1 1+03 +1+33+1 1+2+1+2+1 1+2+1+2+1 1+2+1 +2+1 1+03+1+02 +1 102+1403+1 1 +03+1+33 +1 1032002+1 1 +2+1+2+1 1 +03+1+03+1 1+02+1 +53+1 1 +33+1+33+1 1+03+1 +33+1 1 +2+1+2+1 1+03+1 +33 +1 1+33+1+33+1 1+03+1+03+1 1+33+1 +2+1 1 +03+1 +32+1 1+02 +1+32+1 1+32+1+33+1 1+02+1 +32+1 1+03+1033+1 1+03+1+03+1 1 +04+1 +34+1 1 +2+1 +2+1 1+03+1+33+1 1403+1 +03+1 1 +03+1+03+1 1+04 +1 +04+1 1+04 +1 +04+1 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 2 3 3 3 4 4 Visibly Better B r_ NOTES: 1. ANCHOR lYPElk 1 - 114" ELCO TAPCONS 2 - ELCO SS4 CRETE-FLEX 3 - 012 STEEL SCREWS (05) 2. GLASS TYPES: 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WLNDOW SIMS NOT SHOWN, GO TO NEXT LARGER WINDOW 114 TABLE. HEAD &SILL: 10 inn mAx. 014 EACH SIDE OF MEMO RAIL CENTERUNE 25 314* MAX FROM CORNERS JAMBS: Ir MAX FROM CORNERS AND 22 1/2" MAX 0.0. TABLE KEY: HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF 13) N4CHORS CENTERED 014 EACH MEETING RAIL PU1S (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECDON. (s) ANCHORS TOTAL AT HEAD AND SILL suw. 0.C. ANCHOR SPACING) IT FIEF. x 0 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ri 25 314* MAX V REF. MTG. RAIL TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (1/3-1/34/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT WailIebt 10.14716 PROOt3CT REVISED tanintyina. with Ma Raids nuiwip. cods Date 47/0/ PE 039712 Stuatural 'ANCHOR QUANTITIES, X0 IL OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES 1 - 1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE-FLEX 3 -812 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/18* LANG - (118' A,.000.1/8' A) B. 5/6' LAMI -(U8' A,.090.1/8' HE)) C.5/18' LAMI -(12' HS„090, HS) D. 7/18' LAMI - (3/18' A,.090, 3/18' A) m Er LAM - F 7118• LAMI - (VW A,.000, HS) (3/(3/18' HS,J190, 3/1 6' HS) 6.13/8' LAMI IG -1/8' OR 3/18 5M6 318" SPACE, SW LAMI -(U8' A..090,18' A) H.13118' LAMI 113 -118' OR 3/18' A. 8/8' OR 3A' SPACE, 5f1B' LAW- (Ur A,.090, 1/8" HS) L 13118' LAMI IG -1/8' OR 3 /16' A, 5/16' OR 32' SPACE, Mr LMO - (118' H3,.090, U8' HS) J.13/6' LAMI IG -1/8' OR 3/18' A, 3118' OR 114' SPACE, MS" LANG- (3/18'A..090, 3/18•A) K. 13/18' LAM! I13 -118' OR 3 /18' A, 3118* OR U4' SPACE, 7/18' LAMI - (3/18' A,.090, 3119' HS) L 13/8' LAMI LO - 118' OR 3118' A, 3M8' OR 114' SPACE, 7M6' LAM - (3118' HS,.090, 3118' HS) S WINDOW ANCHOR QUANTTRES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8. SILL: 1012' MAX. ON EACH SIDE OF MEETING RAE CENTERLINE 18 3W MAX FROM CORNERS. JAMBS: 0' MAX. FROM CORNERS AND 2212" MAX. O.C. TABLE KEY: ANCHOR T1IPE) & SUBSTRATE , GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2.3, WOOD 2. CONC 1, CONC 2,3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SI2g W v tit 1115 V OVSH I SSW 1115 V OV3H 88wVr 1115 V OV3H Isenlvr TIIS V OV3H I sevwr 11IS OV3H (sewer 11ISV OV3H I save 37.000 x 38.375 48.000 5 0 . 8 2 5 54.000 60.000 63.000 1 +(2+1 2 1+C2+1 2 1+02 +1 2 1 +C2+1 2 1+02 +1 2 1+02+1 2 1 +C2+1 3 1+02 +1 3 1 +02 +1 3 1+02+1 3 1+02+1 3 1+02 +1 3 1+02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +02+1 3 1+02+1 3 1 +C2+1 3 1 +C2+1 3 1 +42+1 3 1+C2 +1 3 1 +C2 +1 3 1+02 +1 3 1 +C2+1 3 1+02+1 3 1 +03+1 3 1+02+1 3 1 +C2 +1 3 1 +43+1 3 1 +02 +1 3 1 +02+1 3 1 +03+1 3 1 +02 +1 3 1+02+1 3 1+03 +1 3 gogg88 1+02 +1 2 2 1 +C2 +1 2 1+02 +1 2 1+02+1 2 1+C2+1 2 1+C2 +1 _1+02+1 3 1 +C2+1 3 1 +42+1 3 1 +C2 +1 3 1 +02+1 3 1 +C2 +1 3 1+02 +1 3 1+02 +1 3 1 +03+1 3 1+02 +1 3 1+02 +1 3 1+03+1 3 1+02+1 3 1 +02+1 3 1 +03+1 3 1+02+1 3 1+02+1 3 1 +03+1 3 1 +C3+1 3 1 +02+1 3 1 +03+1 3 1 +C3+1 3 1 +02+1 3 1+03+1 3 1+03+1 3 1+02+1 3 1 +03+1 3 1+03+1 3 1 +02+1 3 1 +03+1 3 2 1+02+1 2 2 1 +C2+1 2 1 +02+1 2 1 +02+1 2 1+02 +1 2+03+2 3 QUANTITY PER JAMB Itniv ; C �.s 111 1+02 +1 3 1 +02 +1 3 1 +C3+1 3 1+C2+1 3 1+02 +1 3 1+03+1 3 HEAD AND SAL ANCHOR QUANTITIES 1+02 +1 1+03+1 3 3 1 +02+1 1+02 +1 3 3 1 +C3+1 1+C3+1 3 3 1 +02+1 1 +C3+1 3 3 1 +02+1 1 +C2 +1 3 3 1+03+1 1+03+1 3 3 ACLUSTEROF (3) ANCHORS CENTERED ON THE MEETING RAH 1 +03+1 4 1+C2+1 3 1403+1 3 1 +03+1 4 1 +02 +1 3 1+03+1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND FDZED SECTION. (7) ANCHORS (3" MIN. 0.C. ANCHOR SPACING) 1 +03+1 4 1+03 +1 3 1 +04 +1 3 1+03+1 4 1 +C3+1 3 1+04 +1 3 ogggg 1+02 +1 3 1+02 +1 2 2+02+2 2 1+02 +1 - 3 1+02 +1 2 2+02+2 2 1+02 +1 3 1 +02+1 3 2 +03+2 3 1 +02 +1 3 1 +C2 +1 3 2+C3+2 3 1+03+1 3 1+02+1 3 2+03 +2 3 1+C3+1 3 1+02 +1 3 2+03+2 3 4..1--18 J__.1 3/4' MAX. I - MR 1 +03+1 4 1+02 +1 3 2+03+2 3 1 +03+1 4 1 +C2 +1 3 2+03+2 3 1+C3+1 4 1+C3+1 3 2+04 +2 4 1+C3+1 4 1+C3+1 3 2+04 +2 4 0" REF. � 1+03+1 4 1 +03+1 3 2 +04+2 4 1 +03+1 4 1+43 +1 3 2+04 +2 4 2+02 +2 3 1 +02+1 2 2+02 +2 3 2+02 +2 3 1 +02 +1 2 6 2+02 +2 3 2 +02+2 4 1+02 +1 3 2 +C3+2 3 2+02+2 4 1 +C2 +1 3 2+03+2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2+03+ 4 1 +(2+ 3 2+02 3 2 +C3 4 1+C2+1 3 2+03+2 3 24 4 1+02+ 3 2+02 4 2+C3+2 4 1+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) 2+02- 4 1 +C3+ 3 2+04+ 4 2+C3• 4 1 +03+1 3 2+04 +2 4 1 +03+ 4 1+033 3 2+C4+ 4 2+C3+ 4 1 +03+1 3 2+04 +2 4 1 8 3/4' MAX 12'TYP. goggeg 2+02+2 3 4+C2+2 2+C2+2'3 2+t2 +2 3 2 +02 +2 2 2+(2+2 3 !+- MIN. 2+03 +2 ' 2+(2+2 - 2+03 +2 ' 2+03 +2 ' 2 +02 +2 - 2+03 +2 " e' REF. O I // e/------.- r�o ./ Robert L Wt. P E. PE rAM2 swami 2 +03 +2 2+03+2 a I .r 2+42+2 2+03+2 co co cfi A 2+03+2 2+04 +2 a v 2+03+2 2+03+2 `d' I V' 2+02+2 2+03+2 1 e IV) 2+03+2 2+04 +2 Ll�l 2 +03+2 1+03+1 2+04+2 2+03+2 2+03+2 2+04+2 to EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +03+2 1+03+1 2+04 +2 2+04 +2 2 +03+2 2+04 +2 axe ram ES Tro a SELECT VALUES ioa +oa cew AIM Levelesx ANCHORAGE SPACING, OX AND XO WINDOWS . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 9 REV AN' C HORAGEFORUAT,HEADASILLCLUR4TERS t � 0TECIO .R. s�s 1Jlstbh Bet". Siam .4 J.J. ADD SPACE �70ti TmES 0MU 3123/011 a HR I NTS .. 1 . 11 o..o.. 1 4127 - 10 ,.. I C FjC F.K - :NOTE 10 O 1314' MIN. MIN 3.4K31 E.D.TYP.O `.'' 1 • ■ • CONCRETE 2x DETAIL C D DETAIL D NOTE 3 F.,C X4/07 Ib r ADOI.J: ak6Vr FJC Dar ton7A 8 oar 73/08 arr TYPICAL FLANGE FRAME HEAD SECTIONS Rafter A ADD NOTE A J.J. 3123MS TYPICAL FLANGE FRAME SILL SECTIONS 114" MAX. SHIM I — 1114' MIN. I(1.5 KSI CMU) OR PER NOTE1 • . : ' (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK NOTE 3 A8 ! REVISE EDGE AST. , 5aEDMPM6 SHIT. DES NOTES: 1. FOR CONORBTE APPUCA110NS IN MIAMI -DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED 114' ELCO A TAPCONS EMBEDED 1316' MIN. OR 114' SS4 CRETE FLEX EMBEDED 1314` MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314'. FLATHEAD ANCHORS MUST BE 912 TRIMRT HEAD. 2. FOR WOOD A FPUCATIONS IN MIAMI.OADE COUNTY. USE 012 STEEL SCREWS (G6) OR 114' SS4 CRETE -FLEX WITH A2. *12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL 11410QIESS IS LESS THAN 1112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5063 -TS AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 112 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS. INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. CURRENT EDITION. 1 314' C EXTERIOR INTERIOR •a MIN. E.D (HEAL 8 SILL DETAILS A, 8. C. D, & H) - r ANTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & I) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS WOOD ANCHOR NOTE 2 114' MAX. SHIM SEE 1 ® NAIUNG 107o1RCMND1.0GYDRIVE NOKOMIS, FL 342/5 P.0.80X 1529 Noxol88. FL W1M It DETAIL G (SILL) DETAIL I (JAMB) 31T Vktbty Better DETAIL H (HEAD NAILING .131 DIA. MIN. x 2112' NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & ® TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT AsallIde HR710 pm& I Ha 11 11 I�� lam C R obe/L. Gsk.P PE *9712 9mcrsed MIAMFQADE 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.buldinncodeonline.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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detennined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH 700 Aluminum Single Hung Window - LM.". APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name 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 far termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05. 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOANa 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 - 20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4957, dated 10/03106, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 Mangy Product Control NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Dates June 07, 2007 PGT Industries NOTICE OF ACCEPTV10E: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 105 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 1054018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 105 1018.01) & Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FPL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA 105 - 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA 105- 1018.01) E -2 Manuel P • Product Control ; !' NOA No. 07 x22.06 Expiration Dates March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Mr Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L -4646, dated 08/11/05, signed and sealed by Edmund() Largaespada, P.E. (Submitted under previous NOA #05 11. Test reports on I) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FI'L- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA d05 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Compiles with ASTM E1300 -02 D. QUALITY ASSURANCE 1. 1VIiami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacits® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E•3 ,�,� P.E. Product Co a , E r NOA No. ; v 22.06 Expiration Dates March 23, 2011 Approval Date June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118• LAMI CONSISTING OF (2) UTES OF 116' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6116' LAM' CONSISTING OF (1) UTE OF W8' ANNEALED GLASS AND (1) UTE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLIMEEPSAFE MAXIMUM PVB INTERLAYER. C. 6118' LAMI CONSISTING OF (2) UTES OF 11S* HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER D. 7118' LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/ICEEPSAFE MAXIMUM PVB INTERLAYER E. 718' LAMI C ONSisTiNG OF (1) LTTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7/18' LAMI CONSISTING OF (2) UTES OF 3116• HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. G. 13118' LAMI 1G: (1) UTE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6116' LAMI CONSISTING OF (2) LITES OF 1AT ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16' LAMI IG: (1) UTE OF 1AT' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 818' LAMI CONSISTING OF (1) LITE OF 1/g' ANNEALED GLASS AND (1) LITE OF 1A' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. L 13118' LAMI IG: (1) UTE OF 118' HEAT STRENGTHENED GLASS. AN AIR SPACE AND 6118' LAM! CONSISTING OF (2) UTES OP 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLDNCEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAMI 1 : (1) UTE OF 1AT' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3118' ANNEAL@ GLASS WITH A .090 DUPONT BUTACITE OR SAREUKEEPSAFE MAXIMUM PVB INTERLAYER K. 13116' LAMI IG: (1) LITE OF WHEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF Mr ANNEALED GLASS AND (1) UTE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAKEEPSAPE MAXIMUM PVB. L 13118' LAMI TG: (1) UTE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116* L A MI CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAMPSAFE MAXIMUM PVB INTERLAYER. 13116* LAMI IG: (1) UTE OF 1/8' ANNEALED GLASS. AN AIR SPACE AND 5108' LAW CONSISTING OF (2) UTES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAMEPSAFE MAXIMUM PVB INTTERLAYER. 2. CONFIGURATIONS: Tor (111, VIEW AND RADIUS TOP, ALL W/ LAW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8THROUGH 11 FOR ANCHORAGE NAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL4645, FTL4648, FTL•4847, FTL -4648, FTL- 4849, FTL-4650, FTL.4861. FTL4723, FTL-4957, FTL4958 AND FTL -5083. ANSI/AF&PA NDS 2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS 311701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (1M FJC Ara* FJC sae AK DIM 1V IM COMO ar SAIL (YN08 8 isorm A a 70 NOTE 1. ; ADD FTL-42970NO1E7. Bt 2W WM PLO: BOX 1121 MEOW. 11.3004 GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT woo I NTS II + 11 I X 404 -20 18 NOA DRAWING MAP SHEET GENERAL NOTES..—....— 1 GLAZING DETAILS..._._.. 2 DESIGN PRESSURES....... 3 ELEVATIONS 4 VERT. SECTIONS_...— 6 NORM SECTIONS............ 5 PARTS UST.............—...... 6 EXTRUSIONS... .... 7 CORNER DETAIL...._...,..... 7 ANCHORAGE....... 8-11 ' 7 ✓� ice,, . 06 2441 #4,4 Robot L Clark. P.E. PE OW/12 Structural }. f { r 1N' ANNEALED OR HEAT STRENGTHENED GLASS � { � AB0 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS VW NOM. 5/16" LAMINATED GLASS 13116" LAMI IG GLASS WI 5/16" LAMI 117" NOM. GLASS BITE 117" NOM. GLASS BITE +- 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT P1B INTERLAYER — 118" ANNEALED OR HEAT STRENGTHENED GLASS Sir LAMINATED AIR SPATE 118' ANNEALED OR HEAT STRENGTHENED GLASS® 13n8' NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI 3116' ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB LNTERLAYER NW ANNEALED OR HEAT STRENGTHENED GLASS 7n6" LAMINATED 7/16" LAMINATED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT S1RENGTHIGIED GLASS 7I16' LAMINATED AIR SPACE 118" HEAT STRENGTHENED GLASS 13116" NOM. ® NOTE: LAMI IG OUTBOARD LITES MAYBE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. a� tagaME> SECTIONS) rr* FJC 1 0301 FJ FJCC W Alm* FJC assliver B Dar A arimeg 1.L J AW 1113182 TOBAB1AIw&4 01.A98(AAA/IIA IGINOTE MO CHANGETI 'BEET WIN 107071CHNIXOGYOWV3 NOKOISS.FL305 V/s/byr Baer GLAZING DETAILS Ifs ALUM. SINGLE HUNG WINDOW, IMPACT spills 1 1'(11 I T r 11 I I B S/Vori Rated L Choi. P.E. PE AVM SYwMt 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SLL OPTION BASED ON FLANGED WINDOW TIP TO-TP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 65" 68" 70" 72" 48" A.B,M k +80.0 -80.0 +80.0 -60.0 +80.0 480.0 +80.0 4a0 +80.0 40.0 60• A.B,M � +60.0 480.0 +80.0 430.0 +60.0 480.0 +80.0 -80.o +80.0 -80.0 52" A.B.M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +78.8 78.8 5311x` A8.M A +80.0 40.0 +80.0 40.0 +79.6 -79.6 +78.2 -78.2 +76.9 78.9 UP TO 631/8° C,D,E.F,G.MAJ,KL +80.0 -80.0 +80.0 40.0 +80.0 480.0 +80.0 -80.0 +80.0 40.0 74 +80.0 -80.0 +80.0 -80.0 +77.3 -77.3 +75.4 75.4 +80.0 -80.0 TABLE 1. 78" +80.0 40.0 +79.0 79.0 +75.9 75.9 +74.0 -74.0 +80.0 40.0 STANDARD VEIN & RADIUS TOP FLANGE OR INTEGRAL FOI WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE 48" A,B,M® 6 0" A,B.M 6 2° A,B,MA 63112" A.B.MA UP TO 63 C,D,E,F.QH LJ KL WIDOW HEIGHT 38 318" +80.0 +80.0 ±80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 4C' +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 .80.0 -80.0 60 618" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 480.0 63" +80.0 +79.9 +78.9 +75.0 +80.0 480.0 -79.9 78.9 -75.0 -80.0 72" +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 70.0 -70.0 -68.0 -70.0 74" +70.0 +70.0 +88.8 +86.7 +10.0 -70.0 -70.0 -88.8 -66.7 70.0 TABLE 2. 78" +70.0 +70.0 +87.6 +85.6 +70.0 70.0 70.0 487.6 45.5 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FEN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WDWOW H40HT MINUS SASH HEIGHT (MAX. WINDOW 1 . W/ SASH as 76" FLANGED AND 76" INTEGRAL FIN) TABLE 3. WIDTH 1 GLASS TYPE 53 V8" 1 D,E,F,J.KL is lir 1 +80.o -.0.0 +60.0 -80.0 1 +80.01 x.0 ++80.01 1 +70.01 1 +70 o 70.0{ +7 01 70.0 +70.0 1 70.0 GLASS TYPES: A. 5/18 LAMI - (1/8"A,.090,1/8"A) B. 5118 LAMI - (1/8"A..090.1/8"HSS. G 5/18 LAMI - (118'HS..090.1/81-HS) TEST REPORTS FTL-4847, 4648, 4723, 4957 FTL-0647, 4648 F1LJ847, 4848 D. 7/18 LAMI - (3118A,.090. 3118A) FTL-4845, 4885 E. 7116" LAMI - (3/18'A..080, 3118HS) F11-4845 F. 7118 LAMI - X3118" HS,.090, 311845) FA 4845 G. 13116" LAMI IG - 1/8'HS, AIR SPACE, 5/18" LAMI - (1/8"A..090,1/8"A) F11-4846, 4723 H. 13118" LAMI 1G - 1/VHS, AR SPACE. 5/18" LAMI - (1/8"A,.080,1 /81-S) FTL -4846 L 13118 LAMI IG - 1/BHS. AR SPACE, 5118 LAMI - (1/8"HS..OB0,1/8H8) FT44646 J. 13118" LAMI Ki - AR SPACE. 7/18 LAMB - (3/18A,.800, 3116"A) F1L-4849, 4850 K. 13/16" LAMI IG - 118" HS, AR SPACE, 7118 LAMI - (3/16"A,.080, 3/ 18"HS) FTL -4&48, 4650, 4958 I L, 13118 LAMI X3 - 1/8'48, AIR SPACE, 7/16" LAMI - (311843,.090, 3116"HS) FTL -449, 4650 M. 13118 LAMI 13 -1l8"A, AIR SPACE, 5116" LAMI - (1/8A,.090, 'UWA)A FTL-5063 I I I HT. TABLE 4. `O• MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" mum TO3S .& usatrailgra lr lMtN19 EWin .F .04 FJC� 398 X* u,teaff Swaim 8 stow A Om* 0 . LFLIOFIDAS1M3 MOM REMOVE MIDYEWSANKTREF TABEL RHIHM:ICL47AMFl8WATDF$. ADD INK F,MKMATE *MPS ADD FR4 23 70 GLASS TYPESAAAD X17 I SOTO NOwGYORM 11010218,a IIOMEGSS 89674 DESIGN PRESSURES r* ALUM SINGLE HUNG WINDOW IMPACT ago I NTS 3 v II 1 °n". 404040 re /r) Robed L Mark, P.E. PE P39712 Swami VERTICAL DAYLIGHT ORENft G DETAIL FIXED LUTE LOW SILL HIGH SILT. A 341f2' 34 3/18" 6 415/8' 41114' C 41 114" 40 718" D 52 5/8" 5211118" E 52 114" 52 5116" SASH LOW HIGH DETAIL SILL SILL A ' 34112' 34 3116" B 27 7118" 27 118' C 27 7116" 27118" D 16318" 15314" E 16318" 153/1" TABLE 5. - - - --- - - -- - 75' 7S SEE DLO IF. A LF. TABLE � D+ HEl ' TEASE O / SEE DLO TABLE 1 . f 8 MAX FANGED FA NGED I' I FLANGED 481k" MAX. VENT DLO (ALL) DETAIL A 1/1 B DETAIL D VIEW (CUSTOM SASH 53118" MAX, FLANGED WIDTH 52 VT MAX. I.F. WIDTH DETAIL B VIEW (STANDARD SASH) E � DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8. C) ARE BASED ON ATHREE OVERTWO FORMAT. DETAIL C RADIUS TOP (STANDARD SASH) //// "s": X A Fit o FJC Moils Vat SAM 41 ADD NORMALRVILFJVERS10tLO Gt N!OTESADDN07E4. f ag° ORM mamma Kam � 7p1m1�,FLSK47. NOMANOEDASSKEET P.0.13QX 81i „T ELEVATIONS ;LW. SINGLE HUNG WINDOW, IMPACT 77lAOI } 1131 4 . 11 1 "1"1 404040 B Robert auk PE. PE asan2 libuglund , se MAL HEIGHT MAX. FOLD LITE DAYLIGHT OPENING 1. -2.TM ;EF 0 I rf r 11 � � LS01IIf M II 11 DAYLGHT i HIGH SILL Q LOW 50.1 AD SECTION B-B (LOW SILL SHOWN) 3 _ (LOW � SEE NOTE ABOVE ULTRAUFT ONLY NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) r FROM EACH SIDE OF SASH. INSIDE MAX VENT DAYUGHT OPENING ALTERNATE HIGH SILL (G) ALF. FRAMEn OUTSIDE ' I o I. 0 NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,1011,15,1 2710' INSIMICT UMW Sakai' Cafir A•e. 2011 ONLY ULTRAUFT SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) /7/ FJC are MAN FJC F X ors 1121100 "VOA borax 8 as is A A DOLP. SECTIOWS CONSOLIDATE AN- OCA PaH®fS NO CHANGE THE SHEET WNW I I wo eDroo n ame P.o.BQX UM WOW R5W4 SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT WM 1 Haff 18 • 11 I °1" r8 '4/7 Robst CM* L.P.E. PE /W12 Stuabral FLANGE FRAME HEAD *8 X1.000 QUAD PN. SMS FLIWGE ERNE SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FR/NE JAIN SASH STOP DESCRIPTION SASH S7OP (EGRESS) 1.126 LONG SP1RN. BALANCE. 3/8", 618", OR 11/16 BALANCE COVER, 3A1' OR 6l8" 18 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE 48X1 PHILLIPS FLATHEAD S. SlL BALANCE COVER 11/18" SASH STOP COVER SASH BRACKET *8-32 X1/2* LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TTXPRAIL WSTP.„170 X.270 BACK FIN SEAL SWEEP LATCH MEM 1 2 3 5 8 7 8 9 10 11 12 13 15 18 17 18 19 21 23 26 26 27 Itmatlar bra DWG1 4002A 1185 4003C 1828 4004 4025 4025 4029 1080 1085/1086 1080 -1 4053 4029 -1 4054C 40080 1235 1098 1016 4007 1228 4008 1266 1822 1052 1224 1225 40398 40448 4222A 9860 4067 4071A 4072A 4073A 40748 4009 1088 2740 1014 18 X.825 P14. FL. SMS SASH BOTTOM RAM. (LOW 39.L) MP., BULB VINYL SASH SIDE RNL SASH FACE GUIDE LAPS SETTINO BLOCK war X25/64 "X 1" LAM IG SETTING BLOCK 1 "X3/4 "X 1118" VINYL GLAZ BEN) BULB (THICK) VAPA. GLAZ. BEAD BULB (THIN) GI.A•111LG BEAD. 5/18 LAM. GLASS. GLAZING BEAD. 5116 LAM MAIL KIT GLAZING BEAD, 7118" LAM GLAZING BEAD. 7 /18'LAIMM. KIT GLAZING BEAD, 13/1r LAM LG. FRME, LF HEAD ERNE, LF. LOW SILL ERNE. I.F. HIGH SILL FRAME, LF. JAPE SLL LATCH (EGRESS) (LOW 391) SPRING. SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. 8 VER.) 1831 SCREEN CORNER KEY % MOUTRNGS 1630 SCREEN CORNER KEY WRINGS 1073 SCREEN SPRING 1824 SCREEN SPLINE - .135 DA1 FOAM •r.. FRAME ITEMS 4748,g AND S. UPGRADE MAIM. 113. , _ _... _ .. ,:'_:11,! . II r. - AK WZ*8 ,LL 29567 PGTO 812225 781PQA 812228 7P1D1626 812227 812244 812244 6BALCVR918 7834M 7BAL711(T 42604 78XIFPAX BBALCVR870 84053 7UL.BRKT 7832102FPFX 84054C 84008 875180 71098 7858 812230 8TP249 812231 42601 71622K 71052K 6TP247W.K 6TP248K 840398 844703 84222 6886 84087 84071 84072 84073 84074 784009 7SPRNG 82740 81014 71830 71831 7CASP 61824K Awl a� NOK011118. FWQM ITEM 60 81 83 84 87 88 89 70 80 81 82 83 84 85 88 87 88 88 90 DWG* 1835 SCREEN SPLINE -.135 DIA HARD 606 1181 4051A 4050A SCREEN CLOTH GLAZING CHANNEL (.888 X.500) 88X1.000 PH. BUGLETEK AM GLAZING TAPE, 1118 X 112 -7/18 L SASH BOTTOM RAIL (HIGH SILL) RAM FLANGE FE 891 (HIGH SILL) SIMONE, DOW 899, 995 OR EQUIV. A GLASS, 6 /18" LAM, (1A`A.O90 PV3,1A"A) B. GLASS, 5118" LAM, (1187‘090 PP6.1N'HS) C mass. ASS. 6118" LAM, (1181{3„080 P116.1/8'HS) 43 FRAME, I.F. HEAD *4071A 8063-17 FRAME, .F. LOW SILL #4072A. 808348 50 FRAME. I.F. JAMB 49 FRAME .F. HIGH SILL ® *40746, 8083.78 84073A. 6083 -T6 (LISED AS RADIUS TOP HEAD) w,yr. PARTS UST ALUM. SINGLE HUNG WINDOW IMPACT wow I NTS 1 8 • 11 1 404020 11 61636K 81816 8533402 706X1 82B1/1510 84051 84050 mass, ASS, 7118" LANI, (11811/4180 P118,18") E. GLASS, 711r LAM. (11611/4.090 P1N.1181HS) F. GLASS. mr LAL1, (1f8 HS,.090 PV6,1/81(S) G. GLASS, 13/1r LAM 113 1ArHS,AIR SPACE, 5118' LAM, (1A1'A.080 P118.18"A) H. GLASS,13l1 LAM IQ 1/811S, S, AIR SPACE. 51W LAM, (118(1181‘.090 PVB.11811S) 1 GLASS. 1311r LAM to: item. AIR SPACE, 5118" LAM, (1/8118,.090 PVB,1/8145) ;I GLASS, 13n8' LAM KS 1181/3. AIR SP/CE. 7118'LAM. (3/1611/4.080 P1,93/161 4) GLASS, IC 13H8"LAM Kk 118113, AIR SPACE. 711r (3/18%.090 PV8.3118•14S) 91 LGLASS.13n6"LAM10 1/8'HS, AIR SPACE, 7 /16•LA I.(9NHS 8,.090 PV8,3116'HS) 92 M GLAS3.13I16'LAM leg 118"AAIR SPACE. 6118• LAM, (116'A.O90 PVB,U87q A idadeiliel6 4mpma 11.717,4"t 1 1 FLANGE FRAME HEAD 04002A, 6063-T6 1 749 2.710 O FLANGE FRAME JAMB 80004, 6063 -T5 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL 84054A.8083HD -T8® 0 FLANGE FRAME SILL (HIGH) 84050A, 6063-T8 F.K FJC o..A, FJC cir *se 3�0 11600 aft 01005 8 beam A J L u �1•..,.. O SASH STOP 184026, 6063 -75 23 SASH TOP RAIL 84006C. 606311S-76 O SASH BOTTOM RAIL (HER) 84061A. 8083 -T5 rr. AND PlPGRAGR ASIA AUOY. NO CiM 8057218SH ET a.e 223/17 FLANGE FRAME SILL (LOW) 840030.606346 h1.s13_{ Ir 1 17 SASH STOP COVER x.8083 -T8 31 SASH SIDE RAIL 84008.6083 -75 28 SASH BOTTOM RAIL ( 84007.6063 -76 liCKOM 8,11. PA WES no►mNB, F1.3g4 VIEW D-D VIEW E -E (111 & VIEW HEAD & S&I.. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION I 878 1.0988+ --•., GLAZING BEAD 7/18' 84222,6063 -76 1 .1 1.115 -{--•{ O GLAZING BEAD, 7116" 80860, 806346 (USED W/ GM. KR) --I 1.165 h - IL 1.09e " � tAU 41 GLAZING B , 5/16" 8403813, 606346 .060 .678 1.096 GLAZING B 5/16' (U GRILL KIT) Aas 050 GLAZING BEAD, 13116' IG 84087, 8083 -T6 EXTRUSIONS & FRAME CORNER DETAIL ALUM SINGLE HUNG WINDOW. IMPACT / Ro6wl L C4ek P.E. PERio712 Simatimal ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTRIES FOR 111 FLANGED WINDOWS TABLE 6. WN)OW HEIGHT 28603 ' 34.603 40.603 46.603 - 52.803 58.603 84.603 76.000 1 N§' 333yrrr 2 "V'Va 9. VU " 21 0 j S U Q N�'a po U U " 2 . 0O N V .Z � 'QQ >> 0 Q pQ 0 8 e4 U pQ U 21 N >> 0 t1 0 ' WIDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H. I 1 1 1 1 1 1`1 1 1 _ 1 1 1:2 1 2:2 1 1 22:2222. 1 1 1 222222 1 1 1 ,222222;2222:22:222232 1 1 1 1 1 1 1 1 1 1 :3 ADM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21;1 122.21 222222 .22:2222:32233 C,D.E,F,G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 KI.J,K,L 1 2 1. 1 1;21.21,21 2221 2222; 2222 :2 2;22;32;222232 AAA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 1 12121' 2122.21. 222222222222 .22223222'22 :3222:33.32233 C,D,E,F.G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H.LJ,K,L 1 :21 :2222,31 22 :2231:22: 32322232 333223334323.33'43344 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1`21 22 :22312222 :31 22 :32322232.322 C.D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 . 2;33,3223.33.43,233343'344 2 2 1 2 2 1 2 2 1 2 37.000 H.U.K.L 2 22 :31.22. 323222. 3232: 2232 .32.32 :3342 ABM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 221 222231.2232' 3222. 32322232 :32 : 433343.53344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,J,KL 221 22223222 32. 322232323232 .42333342334353334453344 ABJ11 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2121 :222232.2232 323242 .33;3342 PSF 79 C,D,E,F.CG, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,W,K.1. 21222222;322232' 3223' 32423333 `4233 :33'4233.43'53,33 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2122.22,2232223232:23,32.42. 33334233 :334 233.43:53,33.4453445 PSF 79 79 C,D,E,F,G. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H.W,KL 222'222232122 :3342 233.43'42 .33 ae,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 222. 2 ill 2:32: 22:33!4213333'4233:43 :42 :3343&53'33.43:53'34'5463.45'5 PSF 72 79 79 C.D,E,F.G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H.LJ,K,L 1T 2 2 212 213 22 2 3 3:4 2.3 34 3.4 2 3 3:4 3'.4 3;3 3 :4 3.5 3;3 44 4 3;4 4.5 4'6 334 5 :6 ABA 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 222222232 ;22.324233:43423343i43 .33;4_353;344 :6 344,5 ANCHORAGE NOTES: 1. ANCHORTYPE6: 1 -IW ELCOTAPCONS 2 -114 ELCO SS4 CRETE-FLEX ® 3 S12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOW ZING DIMENSIONS. HEAD -18 MAX. FROM TOP CORNERS JAMBS -17110 MAX. FROM TOP CORNERS 16• MAX. FROM BOTTOM CO r MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR OUANTTTIES USING THE DIMENSIONAL CRITERIA OF NOTE 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS AMP LESS. 6. DESIGN PRESSURE LIMITATION SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALMQED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE WE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF fDP LWITEDI 118 HEAD 2 JAMB ABOVE - 21 - 1 MTG. RRII. JAMB BELOW MTG. RA2 (RAL DP) HEAD JAMB ABOVE MTG RAL JAMB BELOW MTG. RAL • ?' srrrl�s%� octinportai Ir irib Angora of FA a. > f nn sos B �AA GNaRIQ7YL471 TRIMED WARE Awn* DIM FA /MAW A NO CHANGE 710$BiBsT Iwo* ossw O,r• FA MOM J..1 22467 I EUr5 extepties NORMS 4 ANCHORAGE SPACUK3, 1/1 WINDOWS ALUM SINGLE HUNG WINDOW. IMPACT aos I NTSI 8- 11 I a•" 4040.20 111 Ii717 RoMR L Caulk PE139712 souaaw ANCHOR GANTRIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. 52.155 z U 8 1 1 22222'2 SUBSTRATE: ANCHOR TYPE. WINDOW GLASS WITH TYPE C,D,E,F,G 1x.125 H'�'KL 24.000 32.000 37.000 40.000 44.000 48.000 53.125 FJCC lb. los oa r* A.B.M PSF C.0.E,F,G, HAJ.KL A.B,M PSF C,D,E F,G H.IJ,Kt A.B,M PSF C,D.E.F,G, HAJ,K,L A,B,M nrr nssoe PSF C,D,E,F.G, H.1.J,KL A,B,M C,D,E,F,G, H.LJ,K.L A.B,M PSF H.I J.KL A,S.M PSF C,D,E,F,Q PLLJ,KI A.B.M Ors /rib= Osrbe 1 wry A OlnalndiS Jl WINDOW HEIGHT 29.655 11 7a 1 68 511 212 2 2 111 111 49 1 79 2 1 2 212 451 2 2 21 41187 212 212 1 1 11 77 1 1 1T; 87 62 2 56 2 111 1 51 2 •1T+ 46 111 2 11 1 1 2:221 1 1 1 222122 1 1 2211 1 1 2211 1 1 2222 1 2'2 79 2 21 2 2 212 79 2 212 2 i2 79 2 212 2 212 1 22 1 2: 2 1 2.2 1 2:2 1 1 2222 1 22 1 2'2 1 1 222 2 2 222.2 74 2 2 2222 79 2 2 2 2 2f2 2 2 22 212 2 2 2 if 22'2 2 2 2 2T22:22 67 78 2 2 2 2122 222 2 2 2 212 1 2.2 44.655 QQ 1 1 2122 1 1 2 2.2 1 22 1 212 1 2:2 1 23 1 22 1 1 22 22 1 1 2.2 2:2 1 22 2 2: 3 1 2.2 2 2 ; 3 2 1 2 23222'3 2 2.3 2 2 2 3 2 3 2 . 223 a 2 2.3 3 2 2 332'2 2 33 2 T 2 2:2 2 3 3 2 2 2 33223;3 79 2 2 2 2,35 2;23:3 79 3 2 813 3! 3 2 3:3 3 2 2 313 313 3 ,3 1 1 22 1 22 1 2:2 RA„Eyswomr,L AND. YM9RE8fWC..T.E 1 2,2 2 33 1 212 NOCHANGE71119SKEET Ore 821/07 I 1 22 1 1 22 1 1 : 2 2 2 2 2 1 33 2 3'3 1 2 23 23 2 3 2 1 2 332 3 2 2 �3 2: 3 2 2 3: 3 2 2 2 3 2 233 2 2 2 3.4 2.3 3.3 2 2 2 342 2 34 2 3s 3 2 3'•.3 2 2 2 3;4 3 3:3 3 44 2 3;3 2 3 :3 3 44 3 44 22 59.855 8' 2 .222 1 1 21222 1 2:2 1 , 1 2.2.2.2 3 2 1 1 1 2'2 2 :2 3 2 2 1 3:332 1 ' 1 1 2:32222 2 1 2 333343 2 1 2 333343 2 4 . 3 2 33 2 43 2 2 2 4.3 3;3 4.3 2 2 4 .4 3 3 2 2 4.4 3: 2 4.3 2 3 4!3 3 4:4 2 3:3 2 414 3 2 2 414 3.3 4.4 3 4:`4 3 4 :4 2 33 2 33 WO TECHNOLOGY OHNE a� 1 33 4;4 3 44 57155 1 1 1 2:2 2 :2 2 1 212 1 2:2 1 2:2 1 32 1 2.2 1 32 1 1 1 3:2 2.2 3 :2 1 1 313,2 2 2 1 1 2 1 1 1 1 1 1 1 1 3:322333.3323,333_2'23:3433243 1 3: 3 2 4:4 2 3 :3 2 4 :3 2 33 1 32 2 33 2 1 2 333233 2 2 33 3 3 2 43 2 2 2 3:3 3 3 4:3 2 2 2 4.4 313 4 3 2 44 2 3:3 2 4 2 2 2 44334:4 3 2 4.4 313 3 4.4 313 3 4 "4 2 4.4 74.855 QN 8 1 1 1 3' 1 3'2 1 3 :2 1 22 1 32 1 1 1 322 :232 1 43 2 1 433 2 a 1 433 2 43 a 2 4 3 2 2 2 4.4 3 4 3 2 2 2 4, 2 2 4�4 3 3 2 2 4 2:3 4' 3 2 3 4;3 3 4.4 2 4;3 2 5:4 3 2 2 414 4 3 5 4 9 55 3 4 . 4 3 ,5:4 1 22 1 3.2 1 3.2 1 43 2 3 4'3 5'4 2 3 4 ;3 5:4 78.000 /* I N P 1 1 1 322'232 1 3'2 2:2 1 3* 2 1 I 1 1 3122232 1 1 1 322.232 1 1 1 433.243 1 4: 3 32 1 4:3 2 1 4.4 3' 2 2 , 4,4 3 2 43 2 243 2 44 2 3 3 2 53 2 2 2 4 2 444 2 33 2 5'4 2 2 2 4433 5r4 3 4.4 2 2 4 3 5: 4 3 2 2 44 43.5,4 3 5.5 2 43 3 5144 3 5:4 3 5:4 ANCHORAGE SPACING, STANDARD VIEW " ADM. SINGLE HUNG WINDOW, IMPACT Novo 1 NTS 19 + 11 I ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114 ELCOTAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18117 MAX. FROM TOP CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS tr MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RM. ® SILL - ANCHORS NOT REQUIRED 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USWG THE DBAH4S40NAL CRITERIA OF NOTE2. ® 4: TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE? UESS. A DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF ((DP MINTED 117 FETID 3 JAMB ABOVE 313 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP1 HEAD 2 JAMB ABOVE 2: MTG. RAIL JAMB BELOW MTG. RAM. Mood ir FX ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD 3 JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WIDOW RENOIR MSBJS SASH HEIGHT FRONTABLE 8. SUBSTRATE: \ ANCHOR TYPE: - gy p WIDOW wDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE D,E,F,d KL D.E.F.J. K,L KL PSF D.E.F.J. KL PSF KL PSF KL PSF KL PSF QEF,J, KL 17.125 1 1 1 1 11 1 1 2 1 2 1 78 71 V N 1 1 1 1 1 1 2 1 2 1 79 79 2 1 U P z 0 0 1 1 1 1 1 1 1 1 7S 76 2 70 2 1 63 2 1 22.688 0 2R 2 1 2 1 2 2 1 N 8 1 2 2 2 79 2 2 79 79 2 2 71 2 2 1 2 2 2 79 2 2 79 2 2 U 8 1 2 1 2 79 2 2 2 2 77 2 2 71 2 2 64 2 2 28211 D 1 2 2 3 79 79 74 z N 1 2 1 2 2 3 2 3 2 3 2 3 P 8 1 2 1 3 79 2 3 79 2 a" 73 2 3 66 2 3 33.754 S 1 2 1 2 2 3 0 N 1 2 1 2 1 3 1 P 1 2 1 3 2 1 2 3 4 2I 4 4 3 4 77 3 4 2 4 2 4 76 2 4 69 39.296 t� N 1 2 1 3 1 N 1 2 1 2 z P 1 2 1 3 1 3 2 2I2 4 3 4 3I2 5 4 2 5 3 5 44.839 1 1 3 1 4 3 5 z N 1 2 2 1 3 2 4 z 8 1 3 1 3 2 4 2 4 2I2 I2 4 3 5 69 3 6 50.382 S 1 3 1 3 1 4 " 2 8 1 2 1 3 8 1 3 1 3 1 4 2 1 1 2 4 4 5 2I 4 8 3 2 3 6 57 55.825 S 1 3 1 3 1 5 z N 8 1 3 1 3 z 8 1 3 1 4 1 5 2 6 5 I2 8 6 I I 65 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE. ANCHOR TYPE: - H WIDOW wDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 SASH HEIGHT 12.776 1 2 2 N 1 1 1 1 1 1 2 21112 212 21212 2 73 2 212 2 1 2 15.776 2 2 2 79 2 74 2 68 2 63 2 68 2 1 1 212 2 2 2 2 '- C7 2 2 2 72 2 2 18.778 2 2 3 3 2 3 3121 3 78 3 72 1 2 2 P C7 2 2 2 213 213 313 21.776 2 2 3 N U 2 2 2 2 2 3 31213 31213 3 4 1 3 1 3 41 3 1 4 24.778 PI� 2 2 3 N 2 2 2 U 2 2 3 3 3 31313 4 41314 4 1314 27.776 NQ 2 2 3 N 2 2 2 2 2 3 3 3 3 41313 413 4 1 3 1 4 51314 30.776 2 3 4 C3 2 2 2 1 2 2 3 4 3 3 41314 51314 513 51315 31.106 2 3 4 N U 2 2 2 P 2 2 3 4 3 4 4 1 3 1 4 5 13 1 4 51314 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114' ELCO 854 CRETE-FLEX 3- Y12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING A DIMENSIONS: HEAD -181fZ MAX. FROM CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 11 112* MAX. ABOVE THE MEETING RAE 8' MAX. BELOW MTG. RAIL 16' MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR OUANTITES FOR CUSTOM A VIEV/ WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 VW MIN. TO 38' MAX I. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AIN FLANGED WINDOWS. INTEGRAL AN DIMENSIONS ARE 1' LESS. 8. DESIGN PRESSURE CITATIONS: 812E BLOCBGS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SITE AND GGLASS TYPE B AVAILABLE. ® TABLE 7. KEY: M6 PSF (DP LMTED) HEAD JAMB ABOVE MTG. RAIL MAIM HEAD JANE ABOVE MTG RAL ® TABLE 8. KEY: M.X. PSF (DP LMTED) JAMB BELOW MTG RAL (FULL DP) JAMB BELOW MFG. RAL 112 2 2 2 4 n BYBEE per FX ommoir Oslo Ode UNDO lbalow A tisgailtp NOCHNKIETISSSINEST Oar PA. 89X WM NONNI& RAM* HOE Wsibb Baser ANCIIORAGE SPACING, CUSTOM VIEW 11 r im' own re c( FxTEFUOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR 3.351(51 MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK Amu tom 4) OPTIONAL Ix WOOD BUQ( (SEE NOTE 4) .131' DIA. MIN. x21/2' NAIL. AT CORNERS AND W0.0. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)k, 3.35 KSI MIN. CONCRETE OR 1.5 K51 MIN. CMU Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4) DETAIL C DETAIL F, (HEAD) MAIL SHIN WOOD ANCHOR (SEC NOTE 2 &3)A MAX SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4' MAX. SHIN TYPICAL FLANGED JAMB ANCHORAGE ® 114' MAX SHIN i air tat A 1/4' MAX SHIM f 2x WOOD BUCK (SEE NOTE 4)A DETAIL D .131' DIA. ION. x211TNAIL, AT CORNEA AND 5'O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A NQIg 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMMI.OADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 114' S54 CRETE-FLEX. MINIMUM INSTANCE FROM ANCHOR TO CONCRETE EDGE 1S 1314'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE *V STEEL SCREWS (G5 OR 1/4 SS4 CRETE-FLOC. 3. FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE 512 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS E LESS THAN 1 1/W. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 21 ARE 11/!' THICK OR GREATER. INSTALLATION TO TIE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ,A TION. 5. FORATTACHMENTTO ALUMINUM: THE MATERIAL SHALL BE MIN IMUU STRENGTH OF 8083 -TB AND A MINIMUM OF 118' THICK. THE ALUMIN STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FILL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE METALS FOR 2/ WOOD BUCKS. THE ANCHOR SHALLBEASt12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINIMA. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS R IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MILL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DIiSIMI,AR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT. EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETINGI RAIL (SEE NOTE 2 &3) .131' DIA MIN. x 2 VW NAIL, AT CORNERS AND II' O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) 1/4' MAX SHIM ODD FRAME FJC c A. AADi11! II FNI�1 PD4 RDE NOTI A F.K 11MA1S 8 Am 7.IA3L11E Rr. ors FJL MPS A ADONCIIEOREFLAMEADANCHORS u..rrlorr eerwd4{11.0: FJC WADS AA OW l 1071)1E19@NLO3YORFVE Nalaves.N.aa+s SWISS r�a Tad* &asp ANCHORAGE DETAILS ALUAL SINGLE HUNO WINDOW, IMPACT awroal PM I NTS1 tt • tt I 4040,20 re BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld — Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: MIAMIOADE OU APPROVED I ' 10 — MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 371-2901 FAX (305) 372 -6339 www.maimidade.eov /buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6' -8" W/E Outswing Glazed Steel French Door - L.M.L- APPROVAL DOCUMENT: Drawing No. JW0509 03-01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1215.01 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. Gasgon, P.E. NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 Page 1 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509- 03-01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8 -01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05 -121 5.01) 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 Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic. Wind Pressure Loading per TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195- 1 dated 09/28/05, signed and sealed by Gerald John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09. 2. Notice of Acceptance No. 07- 0214.07, issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" approved dated 03/22/07, expiring dated 07/28/10. E -1 Jaime D. Casgon, P.E. Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date:.luly 24, 2008 Jeld — Wen Inc. OR NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05- 1215.01) 4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. E -2 Jaime D. Casson, P. Chief, Product Control Division NOA No, 08- 0312.09 Expiration Date: May 2S, 2011 Approval Date: July 24, 2008 TABLE OF CONTENTS SHEET II DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 COMPONENT DETAILS 6 UNIT COMPONENTS TABLE I DESIGN PRESSURE RATING ' / APPROVED FOR USE WHERE PROTECTION FOR WATER INFIL FILTRARATIOPI6 REWIRED POSITNE 40 PSF NEOATNE 6O O PSF JELD'WEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTIL¢ING COMPONENTS FROM ODL INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH 774E CURRENT FLORIDA BUILDING CODE (FM BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEM EVALUATED INACCORDANCE WTIH THE FOLLOWING: TAS2D1.9N TAS202.9a TAS203 -9N 2. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER WADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL 8EAS USTED AND SPACED AS SHOWN OV DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYOVD WALL DRESSING OR S70000. 4. DESIGNED PRESSURE RATING SEE TABLE 1. PAGE 1. 5. THIS PRODUCT MEETS THE WATER REOUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (W12 6. PRODUCT DOES NOT REGIME SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame condidans) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021' min) thickness. Galvanized steelA -525 commercial gualty AKDO per ASTM 620 with average minimum yield strength Fy(ave)=30627pd. Core Design: Expanded polystyrene with 1.0 to 1.251bs density, byJeld-Wen Inc. Panel Construct*: The active and inactive panels are constructed from 24 GA (0.021' min) galvanized steel The face sheets at lop and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0' high x 1.68r wide. The steel bottom ran measures 128' high x 1.688 wide. The sides of the face sheets are roil fanned We the latch and hinge stiles which measure 1.00* high x 1.688' wide. The Interim cavity is fined with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two -piece ODL Aluminum fife frame. Units are glazed with tempered and laminated impact 1'IG. On double door appfrcations the inactive door is filed with an extruded aluminum astragal of 6063.75 alloy, manufactured by Endure. Frame Cotten/clan: The frarnis are constructed of Bngerjohled pine jambs measuring 4.9/16'x 1.1/4' The head jambs are mortised and buff joined to the slde jambs, and attached will three (3) 16GA 7/16' crown 2' long staples on each side. The threshhold Is attached to the side jambs with three (3) 16GA 7/16' sown x 2" long staples on each side. Glazing: ODL insulated lite Is 1* overall thickness, consisting of one (1) pane of 0.125' tempered glass: 0.5* air space: two (2) panes of 0.125' annealed with .090' PVB interlayer by SoMia. All Ines are sandwiched glazed into the panels. 0 1 x 37 1/2' MAX. FRAME WIDTH 35 3/4' MAX. PANEL WIDTH SINGLE oUTSIIINC UMT (X) SCALES 1/2" =1' -0" 0 CO x N / 21 1/8' - MAX. /NAC1 D.LO. O 3 • ■ 1 0 0 21 1/8* MAX. D.LO. ACTIVE 0 J 0 OPP. REF ASTRAGAL BOLT ITEM # 12 ALL DOOR MGDELS ARE MEWED • FROM THE INTERIOR SIDE 36 1/2' MAX. PANEL WIDTH W /ASTRAGAL L10UBLE OUTSWING UNIT (IX) SCALE: 1/2" =1' -0" FRODXT EV I ths b FRO .T Cede Acc�eNo 0 -0 r. ,. - ` .71 Product Control 74' MAX. OVERALL FRAME WIDTH NLNESH BHAVSAR FLORIDA Pt NO. 55351 a O a. O —t 20 - 4 ZW� gQ 3 ciNztn 0 3 00 n. Z oo— Ls J wo pW 3 c�n 6 cc o. a 0 m 0 .zz 000 O U �o: U§2 0 zz o W td nom o 0 iV`rN Umd DATE 2/5/08 t>+�. Erf: EAG 0 sc i AS NOTED z 0 Olt erS. SAFFEU. DRONO No: a„ mew sw .,e JW0509 - 03 P.a. 602 tow aatMM a nay 94FFT 1 OF fi SEE DETAIL C SHT. 6 O 2 VERTICAL CROSS 5ZC ION TYP. WOOD FRAME INSTALLATION SCALE* 6" =1' -0" SEE DETAIL G SHT. 6 VERTICAL CROSS SE:7'1ON TTP. CONCRETE INSTALLATION SCALE: 6" Rem DESCRIPTION 1 WE d4M8 (1 1/4"x 4 9/16' FUGENJO?NTED PINE) 2 HEAD JAMB (1 1 /4 "x 4 9/16" FWGERJOINIED PINE) 3 4 x 4" BUTT HINGE 12GA. 6089" MIN) 4 9 x 5/8' PHILLIPS 1TATHEAD wpoo SCREW 5 PHILLIPS 110 SCREW Wont 1 112 ION. EMBED. 6 10 1 _y2" PHaLIPS FIATHEAD WOOD SCREW 7 X 3 PHILLIPS FI ATEHEAD WOOD SCREW 19 2x WOOD BUCK 8 Or PHILLIPS FIAT HEAD WOOD SCREW 9 COMPRESSION WEATHERSTRIP ( -LQN 005 -650) 11 OUTSW/NG THRESHOLD (ENDURAAA) (ALUM T6063 -T6) 12 ASTRAGAL THROW 80LT, STEEL ROD. 5/16' x 18" ASTRAGAL BOLT STRIKE PLATE LOCATED 13 ON HEAD JAMB 14 16 Co. 7/16" CROWN x 2" LONG STAPLES 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEN/BOLT SERIES 780 17 ENOURA ULTIMATE HURRICANE ASTRAGAL (ALUM 6063 -T6) 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 20 NON COMPRESSION SHIM 21 DOW 995 SILICONE SEALANT 22 1" IMPACT IG ASSEMBLY ROA /03- 0428 -02 23 1 8" TES GLASS 24 3/8" MAMNA1ED ANNEALED GLASS 25 LOW( 81017 (1W. x 12 LGJ 26 TOP RAIL (FINOERJOIHIED PINE) 33 {}'8 x 2" PHILIJPS FLATHEAD WOOD SCREW 34 3/I6" 0W BUD TAPCON WITH 1.25' CAN. DA3931ENT • • !L' ' Control Material PINE PINE STEEL STEEL STEEL STEEL STEEL ALUMINUM STEEL STEEL STEEL ALUMINUM WOOD WOOD GLASS SILICONE GLASS GLASS 01. 27 BOTTOM RAIL (25GA ARN GALVANIZED STEM PINE STEEL 28 WAVED P01.13D>EE 1.0 TO 11'Sbs EBERT 81 2 r 2 29 STEEL DOOR PANEL 9781 WITERW. 2464 GALVANIZED A MERCK OWN 0021' WI. THICK.) 30 O 1L UTE FPIM E ALCM 6063 15 T 7' Ws. 5'i' i! .31 L .32 LATCH SIDE ST6f FENCER JOINTED L STEEL STEEL MESH BHAVSAR FLOPIDA P E. N';. 56861 w2 N3 ozco U a mp O La IX J 602 p Wtn W 3 U 0 0 z a. 0 V1 0 Z W tr,a Wet O 00 J w- oo. eca sews coma. a rote %Tr 2 or S sac C.v •."rte.. w xsr Dm: 2/5/08 sem AS NOTED 6%C. et EX ctx. e+•S. SAFFELLI JW0509 -03 ()HORIZONTAL CROSS SECTION 77,P, FOOD INSTALLATION (SCALE 6" =1' —O") 1 1/4" MIN. EMB. 1/4" MAX. SHIM SEE DETAIL G r SHEET 6 �.� GTE4 lkV1i:W co 30 B HORIZONTAL CROSS SEG7ION TY77P © C 0 WOOD INSTALLATION (SCALE: 6" =1' -0 ") 1 1/4" MIN. EMB. 1/4" MAX' SHIM O elm i SEE DETAIL G SHEET 6 it 2/5/08 scAtEAS NOTED QC.8V EAG oat RrS. JW0509 -03 SEE NOTE #3 MIN. J7 1/4" MAX. SHIM SEE DETAIL G 1 AP SHEET 6 0 1/4 rte, CD 4g 1111 4.11. . . _ :.x•. ��, ® N ® • 0 ASTRAGAL CROSS SECTION TYP, (SCALE: 6" =1'-0") 2 5/8" MIN. INACTIVE INTERIOR SEE NOTE #1 .EXIEBBB 0 3 HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE: 6" = 1' -0 ") SEE NOTE #2 ACTIVE CD HORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE 6" 4' -0 ") NOTES: 1. ASTAGAL FASTENER SPACING OEfAQ. F, PAGE f5. (TOTAL OF 14 SCREWS). 2. LATCH Alm 0FA0@OLT STRIKE PRIMES NOWT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES ROZARE 15 X 3" PHILLIPS TUT HEAD ROOD SCRLIZ 3. FOR ANCHOR SPACQIG SEE SHEET 4 OF 6 4. Sic IDIAO( TO SDBSIRAIE FASTENING MAY URUZE OPTIONAL 3/19" t1C0 TAPCON (1a 102- 0503.07) 4RODUCTREVLSED ffiamvlywg with the &Mpg OA . •��a may„ I_ Product NIMESH 9HAYSIR FLORIDA P.E. NO. 56881 x z 0 SAFFELL lat OeltiMil3 WALL PA PA PA UAW PRAM a 12051 sir 3 (IF 6 FWPE MMtaM 4 M!tsla AA AAR DETAIL A SCALE: 3" 37 /2" ANCHORING CUMIN SINGLE UNIT (X) SCALE: 1/2" =1' -0" SEE DETAIL B SHEET 4 SEE DETAIL A SHEET 5 m 6" -1 12 2/ ▪ 3 TYP. 03 03 r) N ao SEE DETAIL A SHEET 4 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE DETAIL B SCALE: 3" =r—o- 6" - 3" TIP 12 2/5" TfP. 74" SEE DETAIL B SHEET 5 6 ANCHORING LOCATIOlg DOUBLE OUTSITING UNIT /XX) SCALE: 1/2" =f' -0" SEE DETAIL 8 SHEET 4 10 10 M CO M SEE DETAIL A SHEET 4 FLIODUCTREVISED cernglv lwithietM tf JaeP 0 I/ KI1IESH BHAVSAR FLORIDA P.E. P10. 56381 e rY'' p�,� Oil 1111710110110 taeKts ee P.O. COX eeeae FL UM W nix e«mes: ` a Attpimicft w teen W k. U 0 aCO o Zfoz m 0 la I t °Q Woz io o�rn o 41 0 14 O� 0 3 0 O rc a ux 0tn< aTL 2/5/08 sAS NOTED DWG. BY: EAc Dix. yrs. SAFFELL moo w, JW0509 -03 s ET 4 or 6 DETAIL A -HINGE MOUNTING DETAIL SCALE. 3" =1' -0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8' DEEP DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE 3" =1' -0" ANCHOR 0 EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME /MASONRY x 1-3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE FOR HEAD SCALE: 3" =1' -0" DETAIL F - ENDURA ASTRAGAL FASTENER SPACING USE #8z1" PHI W$ SCALE NTS DETAIL C STRIKE PLATES TO JAMBS SCALE 3/8" 3/4 GLASS BITE Division DETAIL D STRIKE PLATES TO ASTRAGAL SCALE 3/8" =1' -0" 1/8' TEMPERED GLASS INTERIOR .E GLAZING DETAIL ISOLATED CLASS SCALE 6" =1' -0" m mpl Florida Building Code Aecep, nwNo v: -03 Z 09 1/2" x I/4' ALUM SPACER xx '-- 1/2" AIR SPACE 1/8' ANNEALED NIMESH BHAVSAk FLORIDA P E NO. 56661 Z3 co P. O° O m r 2 O'ki ) ZW CO � 111 NC -) J. voo stn) o vmm 011 zz Law 0 0 0 m C • r CO 0 • N < Z NE 2/5/08 SAS NOTED OIG. BY: EAG a+r erS. SAFFELL awmc NO JW0509 -03 0.090' PVB INTERLAYER BY SOLUTW %+~ d 6o®a smaa, rG PA EQ NEM awHt a rnv 5 or 6 v i OAR** a' 1411266WILIO, — — 4 9/16' L � r-- 3/16" WOOD JAMB FINCERJOINTED PINE SCALE. 6" =1' -0" z 2 1/2" 0 @ASTh4cAL STRIKE PLATE SCALE: 6" LJ I --• -1/16" (Min) OBUTT HINGE 4z4z12 GA. SCALE. 6" 0 ASTRAGAL BOLT 0. MAT. - C/R STEEL ROD SCALE 6" =1' -0" 0 0� ® C0MPRI0N WEATHERSTRIP QDS -650 SCALE. 6" •1' -0" 1 • •1 9/16" 1-3 ®SNDUR4 ALUMINUM ASTRAGAL @LOCK BLOCK LVL WOOD SCALE: 6" =1' -0" SCALE. 6" •1' -0" MATERIAL 6063 -T6 18' m 1 3/16" 3/16' C -SINK. f~ OTE 1 -USE #10 WOOD INSTALLATION SCREW W /•1 1/2" MIN. EMBEDMENT • WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. / 2- USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MUWONS. 3 -USE 3/16' ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL 0 - COUNTERSINK DETAIL SCALE: 1/4" 0OUTSIFIN0 ALUMINUM THRESHOLD (ENDURA) SCALE: 6" •1' -0" MATERIAL 6063 -16 TOP RAIL (PINE) HINGE STILE (LVL) LATCH STILE LVL SCALE: 6" =1' -0" 2 1/2' 0 i O ASTRAGAL SILL STRIKE PLATE SCALE 6" =1' -0" 5/16 -- a9 �YmB a Flaide Cade Map CNoo. 1 i BOTTOM RAIL STEEL. 250A MIN. GALE! SCALE: 6" =1' -0" -., 1 3/4' H ODL LIP -LITE FRAME C) ALUMINUN 6063 T5 SCALE 6" =1' -0" NIMESH 8HAVSAi1 FLOR.JA P.E. NO. 56861 00t er: t: 2/5/08 EAG srALAS NOTED at( erg. SAFFELL DRAM MI: JW0509 -03 0orus.c SEW= Pk PA !ai 54sMi FRA R IWO SIff 6 OF 6 rsPE SEOMM .. .. ,m�ae _ 0.1 —