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WS-12-2060
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183597 Permit Number: WS -10 -12 -2060 Scheduled Inspection Date: January 03, 2013 Inspector: Bruhn, Norman Owner: OBRADOR, ANDRES Job Address: 320 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Building Work Classification: Door Replacement Phone Number Parcel Number 1132060135460 Phone: 305 -513 -0705 Building Department Comments IMPACT 2 DOORS INSTALLATION Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 183583. no access January 02, 2013 For Inspections please call: (305)762 -4949 Page 16 of 26 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: 11- 3206 - 013 -5460 11111111111111111111111111111111111111111111 CF111 201280856620 OR P,k 28377 Ps 04441 (lag) RECORDED 11/29/2012 12 :41:01 HARVEY RUVIN, CLE V. OF COURT IIIAPII -DARE COUNTY, FLOE '•_ STATE OF FLORIDA, COs lti 6 Y € me ! HEREBY CER --------day of red ►n this office an THE UNDERSIGNED hereby gives notice that improvements will bgrigne ►�to property, and in accordance with Chapter 713, Florida Statutes, the yt n N IS provided in this Notice of Commencernerit. HARVEY RUVfN By 9hb onto K. of 4 20 Saa1. and County Cadrts D.C. )G.a re. iA , 1. Legal description of property and street/address: 320 NE 100 STREET MIAMI SHORES, FL 33161 2. Description of improvement: F DOORS 3. Owner(s) name and address: & ETHAN GROSSMAN 320 NE 100 STREET MIAMI SHORES, FL 33161 interest in property: OWNFR Name and address of fee simple titleholder: 4. Contractor's name and address: •• SOO: .lj • 1: 4 Ati • 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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 and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name NA, 1-1-a-11 6roSSi cti Sworn to and sub L. _ be {. -mom; is . 2 d -y of 040(06, . 20 IZ . Notary Public Print Notary's Name My commission expires: 12S.Q1 bi FAG t 8 3[ �ONfDD918877 MOIRES: September 01, 2013 Agy 11. Ninny D4 znt Asson. Co. Prepared by kW'.Ct vlcWluvl1rta Address: 1€ 56 OW 4 a -ki& , t;L 3& 100 a = 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 I12----.0-fr\) BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 32,6 /e® �� r City: OCT 302012 FBC 20P Permit No. Master Permit No. i I2 P`OO ROOFING Miami Shores County: Miami Dade Zip: 33 /3l Folio/Parcel #: //° 32.0G - 013 - -54lc0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): rOs'S e rr °'i Phone #: 7' D T- kill- ` U Q 3 3 Address: 3 2-0 / < E- . /OD City: ,S-//' 2.111 s'hoa'ts State: /CZ- Zip: 3 3 /3? Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: S�f�ca a'— 14),`vi Jot-t) s 4 11c9 s Phone #: (�30�) 573 -070b Address: 7 5 Al 14) .//67 Q City: I'll CP' psi r State: i1-- Qualifier Name: Q/tl 91e/li "" State Certification or Registration #: / Contact Phone #: DESIGNER: Architect/Engineer: Zip: 3 3) (0 Phone#: (.306°) 573_c 7eA " Certificate of Competency #: 23 8S 00322 Email Address: f4/ //JV cr fr vin Phone#: (3o.,5�.24,S! .fr' /o" Value of Work for this Permit: $ 4 e'2 . 57 Square/Linear Footage of Work: Type of Work: Addition OAlteration ONew ORepair/Replace Description of Work: -2";,--)i/4 " Do Ps s ,� G 6 C4; a r/ � . E1)3(2.__ 1a ❑Demolition Color thru tile: ******** ** * * **** * *** ** * * *** ******* * **** Fees* ***** **** *****+ x*: x*u :************ ** * *****x *** Submittal Fee $ 56 .(r Permit Fee $ ` Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $_ CCF $ CO /CC $ DBPR $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature '>4.` a-e-- ✓��-� d-�°- Owner or Agent The foregoing instrument was acknowledged before me this 3e) day of 10 , 20 ON by Lrissiti Gyet who is personally known to me or who has produced 1t As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: \Q �®r rbb >Taak* KokXaakaks k***sksk*** **>Fs*?k *sk.k******Ar# **:k �kskA y0 * ** ksk**** ik�kikH== kakakakak�k�k�k�k >Ta�Rekik** **zkikskakak** ** / /y/ $1� '\��' 11/1/1 l lr�+``� APPROVED BY / Jo 5I �Y�. Plans Examiner Contractor The foregoing instrument was acknowledged before me this 26 day of O lOb2t , 20 (2 , by 4#'&' l Gl PTOcul who is personall NOT Sign: Print: My Commission Expir o me or who has produced as identification and who did take an oath. AL, / - ill'''''''',A- / 49 64 i/ /4. Pl e,2A - l.�I -1.4 E 1.800 -3- NOTARY USAN M. PIEDRA -LARA M Y COMMISSION # DD918877 XPIRES: September 01, 2013 Fl. Notary Discount Assoc. Co. *,k+k*:K*** Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) TEts INSTRUMENT PREPARED BY AND RETURN To: Jeffrey J. Pardo, EaquIre Pardo Galnabteg, P1, 200 S.E. Fka aarl, s,a 700 Mlaral, FE 33131 111111111111 111111 1111 11111111111111111111 U u CF-1.4 2012R062i0769 DR Bk 28254 Pss 0057 - 589 Uses) RECORDED 08/31/2012 14109:51 DEED DOC TAX 2,832.00 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA (Ads space reserved for Recording Fab No.: 11- 32084113.5460 Warrautp Oeeb trifig 3JUbentare made thIstr y day of August, 2012, between Barry University, Inc,, a Florida not for prof t corporation whose address is 11300 N.E. Second Avenue, Miami Shores, FL 33161 Deana" 9 and Ethan S. Grossman and Leah Z. Groan, as husband and wife, tenants by the entireties whose address is 2001 Biscayne Boulevard, Apt 2107, Miami, Florida 33137 (Oradea" WittteOffetb, that the Grantor, for and in consideration of the sum of TEN AND NO/100 ($10.00) Dollars, and other good and valuable consideration to the Grantor in hand paid by the Grantee, the receipt whereof is hereby acknowledged, has granted, bargahned and sold to the Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being bn Miami -Dade County, Florida (the "Property"), to wit Lot(s) 9 and 10, Block 40, MIAMI SHORES SECTION 1 AMENDED, according to the Plat thereof, as recorded In Plat Book 10, Page 70 of the pub9c records of Mlam9 -Dade County, Florida t(ogetber Wl1lj ail the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining. subjut pia • Taxes and assessments for the year in which ids transaction has closed and all subsequent years. • Agreements respecting utilities and conditions, restrictions. reservations, IimReeons, and easement of record attire time of dosing; but, Grantor does not reimpose same. • Perdl g governments! liens as of this date; oertfed Hens, the payments for which are doe after this date; »abe anb tto }dlb , the same in fee simple forever. Qratttm hereby covenants with the Grantee that the Grantor is lawfully seized of said land in fee simple, that the Grantor has good tight and lawful authority to sell and convey said land; and that the Grantor hereby fully Warrants the hie to the said land, and will defend the same against the lawful dahns of all persons whatsoever. "Game and 'Gurnee'. are used for singular apled, as mlle*fee*as. Book28254 /Page57 CFN#20120620769 Page 1 of 2 above- wditen. OR 8K 28254 PG 0058 LAST PAGE 3hz WittutS Vbereof, Grantor has hereunto set Grantor's hand and seal the day and year first Signed. end delivered In mu presence: el' t 7 Inc. v `Of I a Florida no!- for -p mt. amuru L vG....� erg `D. McM �ttah )Bruce Edwards, as By: Ihrbardrawarbwarromardwithe LORI L. M$ ttoaay - Stab at Fiera STATEOFFLORIDA , p My Comm.�May *2Q1s' COUNTY Nanron , rl�` ce mon • ono- 97950 Midst Nene MOM littayMiL The f o r e g o i n g b rsavment edcnowledged me the . day of August, 2012, by D. Bruce Edwards, as We-President for Business and Finance of Barry University, Inc., a Florida not4or profit corporation President for Business and Finance on behalf of the corporation, partnerrd►lf, or company >ersonaly known to me. o took an oath. oed as identification. Notary Public, Commission No. 4119 SS© ignature) L.c -i l.. 1irs (Nance of Notary typed, printed or stamped) Book28254 /Page58 CFN#20120620769 Page 2 of 2 -111 £7'via,l 6-re r7 ,32e' N: C. ia . frouf l�y2'✓r' SGa.� -air �= f,�,r�'*3� PG7 33X 795y Ps) 4hn frs N.0 -A . /2-05/(0.0Z THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 528563-0 CC 8 03BS00322 506080 -1 BUSINESS NAME! LOCATION SECURE WINDOWS & DOORS 7855 NW 46 ST 33166 DORAL FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER LIPTON ALUM WIND & DOORS INDS IN Sec. Type of Business WORKER /S nes is Ws SISLCIALTY BUILDING CONTRACTOR 10 SUSINEES TAX IIEGEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS S NOT A CERTIFICATION OF THE HOLDER'S commit- PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR 08/20/2012 60020000347 000045.00 SEE OTHER SIDE DO NOT FORWARD SECURE WINDOWS & DOORS MARTIN LIPTON PRES . 7855 NW 46 ST • DORAL FL 33166 iLM}} IM IIIML: MM$ lfhtEIlII MMhIIN1IIl1 ►NNIIDMILMiLINI1M41%IMIlk3- 619720 -6 BUSINESS NAME / LOCATION SECURE WINDOWS & DOORS INC. 7855 NW 46 ST 33166 DORAL THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. .646167-7 STATE* CGC1505491 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER SECURE WINDOWS & DOORS INC Sec. Type of Business WORKER /S 196 GENERAL BUILDING CONTRACTOR 10 THIS S ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VRXATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER. FROM ANY OTHER PERMIT LICEN REQUIRED BY LAW. THIS 18 NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI-DADE COUNTY TAX COLLECTOR: 08/20/2012 60020000349 000045.00 DO NOT FORWARD SECURE WINDOWS & DOORS INC MARTIN LIPTON PRES 7855 NW 46 ST DORAL FL 33166 lIInIIE 614DdIIIIIitl IMI :IIIMFET[ IALLLLILhA d li hiik4 1111111111111 1 1 1 1 1 z x MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 10/2/2012 1300/226/OO1TRAM 0017 -0001 Last Seq. #:0001 WI LBT #:30 528563 -0 Local Business Tax $175.00 CK $175.00 CHANGE $0.00 MIAMI-DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2012 -2013 MUNICIPAL CONTRACTOR TAX Local Business Tax #:30528563 -0 State /CC #:03BS00322 Issued to: SECURE WINDOWS & D00'.,__ Type of Business: SPECIALTY BUILDING CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector Construction�esQuaiifying Board B BUSINESS CERTIFICATE OF COMPETENCY 03BS00322' LIPTON ALUMINUM WINDOWS & DOORS INDUSTRIES IN D.B.A.SECURE WINDOWS & DOORS LIPTON MARTIN Is certified under the provisions of Chapter 0 of Miami -Dade Co QUALIFYING TRADE(S) 0023 GLASS & GLAZING f I From:Se`i'ure Windows r 1. Client 2. Project Name 3. Project Address 3055130704 10/11/2012 04:02 #054 P.001 OCT 342012 AL,m.FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS FrFC 12- I 2.Co WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION 1011241Z. 4. County 5. Building Height 6. Building Dimensions 7. Building Roof Slope 8. Risk Category (Based on data supplied by client) 5r¢, W11dow6 k 3oo(5 • (v o55rhan 32o ISe (00 Jfrge ' 45hot25 k. 3313?) CITY STATE ZW .ldt, FT. n-, L 2 : Length FT. Width FT. _�� o r� O ("--) CC Z 2 C c ❑ Flat ❑ Slope ( See Figure 1 below) ❑ I Ern ❑ In & ry B w H E w LT_ 2 p U w 0 w F Risk category 'P applies for non essential buildings. e.g. storage facilities etc. Risk category 71' applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 711 & 1V' applies for essential buildings e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) 1i i folr Client Representative Figure 1: el- Sloped roof Flat roof 1 BB C.A.N. #3538 1235 SW 87th Avenue 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com ( alfaroagJafcena.com AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :SECURE WINDOWS & DOORS PROJECT :GROSSMAN WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V RISK CATEGORY FCT. I EXPOSURE CATEGORY MEAN ROOF ELEVATION H TRIBUTARY LOAD AREA A Kh = 1.03 Kd = 0.85 Kzt= 1.0 : 175 MPH : 2 (Table 1.5 -1, p2) : D ( Sct. 26.7.3, p251) : 15 FT. : 10 FT-2 10 -12 -2012 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"2 = 68.64 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 ZONE 4 = + 48.6 PSF - 52.7 PSF (AS PER FBC 1609.1.5) ZONE 5 = - 5.1 PSF (see Ow pion n shee f 3) From:Secure Windows SECURE WINDOWS & DOORS 7855 N.W. 46th STREET • Miami, FL 33166 3055130704 10/11/2012 04:03 #054 P.002 (306) 613 -0706 • FAX (306) 5113 44 - -070 �+ NAME: L Pi GTw y , YDsY A 4& ADDRESS: 3245 NE /6/6144 S4-r 2:fr CONTRACT DATE: /40 / CONTRACT NUMBER: / r� • 51 r V SALESMAN: c:.:- y �& INSTALLER: DATE OF INSTALLATION: rr�� HOME PHONE: 4611 '/-o33 (1 ea-I► et 19 CITY: Mimi Sere STATE. zEP:33138' OFFICE PHONE: 104- )31 - 230 (0-1404,- ea) I To Hl i T i l DIA RAM T. i H- i LOOKING: OUTSIDE/IN — FRONT OF HOUSE Manufacturer. Impact Non- Impact CUSTOMER SIGNATURE type Window In:, GSD _RES. DOOR OTHER Cent. olz Full _Store _Alum STYLE: ATW(SVI SH COL GSD _____p/..F. View front _Door _9X ..____ _2d2t 3/16 1/1 `_(O 4d2t 1/4 _ JI.R.S.O. COL. __)COX 3d3t `H.LS.O. Glass Type: Clear B2 SIC Grey OBS INSUL Temp. Lexan: Laminated MASONERY: Inside Plaster Outside Stucco Operators SILLS: Marble B/N Ceramic Rill FINISH: Arend. BRONZE Whlte Esp (11-1 Block up Sq. R. Bin Blk 4 IN. Blk DIRECTIONS: WHITE - OFFICE / YELLOW - CUSTOMER / PINK - SALESMAN DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 3154599 royw.miamidade.goyh era/ CGI Windows & Doors, Inc. 10100 N. W. 25a' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations . governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "450" Outswing Aluminum Doors whvo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1,1.1,1.2 1.3, 1.4, 2, 2.1, 2.2, 23, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10/20/97 and last revised on May 10, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. Mi/IISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 1.3, 1.4 , 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites (widestile), glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. See applicable threshold water ratings and limitation of glass type Al, in sheet 2. 4. 7/16" and 1" composite panels are limited to partial condition, not to exceed 10981112 (7.625 ft2) total area. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 0912.12 and consists of this page 1 and evidence pages E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 Page 1 CGI Windows & Doors, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11- 0912.12) 2. DrawingNo.W98 -01, titled "Series 450 Outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10/20 /97 and last revised on May 10, 2012, signed and sealed by Javad Ahmad, 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 PBC 2411 3.2.1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -0080- 0304 -11 dated 11/28/2011 and HTL -0080- 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20 /12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, 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 manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Tunoihy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080 - 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. V. 1.e� Is'haq L Chanda, P.E. Product Control Examiner NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 E -1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for " Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/11/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 11- 0912.12, expiring on 11/09/16. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Teat proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 1(1400) 1 . LI4At4.,Nw Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 TYPICAL ELEVATIONS STEPS TO USE CHARTS SEE SHEETS 6 & 7. LOOM ORM StE EMT sou 1.1 LH CONFIGURATIONS SHOWN R H SIMII AR NOM EGRESS A081 ITS TO HE REVIEWED HY 8123010 Ofi67A.. IIIHUHI MULTIPLE SIDEUTES AVAILABLE (SEE SHEET 6) 74-1/r vv ACTIVE ii • HINGES SEE SHEET 1.1 113 -1/16' .. -WM 1 1. rireirmar t 1 ,, _ ,,. i• \ // \ \ \ %ry :- t \ \ o\ g J �q�y `_ AcT1VE \ I INACTIVE /, vv ACTIVE ii • HINGES SEE SHEET 1.1 113 -1/16' .. -WM NOMINAL. PANEL VIDTN D01DELLTE PANEL MOTH rireirmar t 1 ,, _ ,,. i• \ // \ \ \ __ /, ., /. 1E -7/8' 8/6 i, // 18 -7/8" /, 35 -3/4' 24 7/8' _.._ AC11VE ._....._..___........._.... NOMINAL. PANEL VIDTN D01DELLTE PANEL MOTH D.L. OPG. WIDTH 8/0 83-3/4' 1E -7/8' 8/6 89 -3/4' 18 -7/8" 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL PANEL HEIGHT DOOR/SIBELITE PANEL. HEIGHT ILL. OPO. HEIGHT 6/8 78 -7/8' 66 -1/8' 7/0 88 -7/8' 70 -1/8" 7/6 88 -7/8' 76 -1/8' 8/0 94 -7/8' 88 -1/8' 8/6 100-7/8' 88-1/2' 9/0 106 -7/8' 94 -1/8' 9/6 U8 -7/8'. 100-1/2' 10/0. 118 -7/8' 10s-1/8' m v FRAME HEIGHT - P002. 821816 + 1 -7/4 (Sip. THRESHOLD) FRO HEW m FUEL HOW + 1 -S/S' (AOA TIED FRAME 81018 n PANEL MTH + 2 -3/4' etesucr maim 1stesselphow0 MD LIsI*1 AsE[I /6 RIENol • revisions: [ MINS f e.68 8 0811 1 0481[ LE(dQ _ -O - OUTSNINO DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) N PRIM 1807®168 1001 FOC OR P8 MC MOM el RN P94 COMM DWG. NO.: W98 -01 • E7I WINDOWS do DOORS 10100 northwest 25 street ndsmi, Iletda 33172 product : Series 450 Outswing Doors & Sldefttes date : 10 -20-97 I sheet 1 of 7 TYPICAL ELEVATIONS 10A : COPPER CREEK 5/ 1:01 3 POINT 10M : BALDWIN W/ COI 3 POINT 108 : REGENT COMMERCAL 3 POINT 10C s BALDWIN SINGLE P09O LOCK 1000: CAPPER CREEK SI M S POINT LOCK 100 s DOR -O-NATIC SERIES .1090 10E s JACKSON St08ES 2003/2093 10F s SURFACE MOUNIOO t000tt LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CM 3 ONT °. RECENT COVIERCOL d� TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDEUTE PANEL) OPTIONAL TRUE MUNTINS 0008 OR SIDEUTE FRAME HEOGHT a PANEL HEICHT + 1 -7 /r SID. THRESHOLD) EWE HEIGHT = PANEL HEIGHT + 1 -3 8" (ARA THRESHOLD) FPoWE MOTH = PANEL. WITH + 2 -3/4° RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS 10A 105A 100 100 & 100E 103 & 100 10 F 000* HEOHT EXT.( +) 317.( -) EXTd +) 113.(-) EXTd +) 2174-) Dw.( +) err.( -) EXT.{ +) arc.( -) MITA +) INT.( -) 114' 90.0 90.0 100.0 110.0 .100.0 110.0 65.o we we 50.0 100.0 110.0 8e -3/4• 90.0 90.0 100.0 110.0 100.0 110.0 05.0 050 70.0 70.0 90.0 90.0 1oa -3/4' - - 100.0 110.0 100.0 110.0 - - - - 90.0 80.0 120 -3/4' - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK 5/ 1:01 3 POINT 10M : BALDWIN W/ COI 3 POINT 108 : REGENT COMMERCAL 3 POINT 10C s BALDWIN SINGLE P09O LOCK 1000: CAPPER CREEK SI M S POINT LOCK 100 s DOR -O-NATIC SERIES .1090 10E s JACKSON St08ES 2003/2093 10F s SURFACE MOUNIOO t000tt LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CM 3 ONT °. RECENT COVIERCOL d� TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDEUTE PANEL) OPTIONAL TRUE MUNTINS 0008 OR SIDEUTE FRAME HEOGHT a PANEL HEICHT + 1 -7 /r SID. THRESHOLD) EWE HEIGHT = PANEL HEIGHT + 1 -3 8" (ARA THRESHOLD) FPoWE MOTH = PANEL. WITH + 2 -3/4° RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT N0. REGD. MAX. SPACING UPTO 90 -3/4• 3 33 1/8• ABOVE 90 -3/4• UPTD 180• 4 44 1/8• DOORS WITH 3 HINGES UNITED TG 100 PSF HARDWARE DESCRIPTION LMIO -0 - OUTSYING DOOR DETAIL ri - I1EM DESCRIPTION (see sheet 2 of 7) sgeascrM9vNW nosik =It • i /o$ L mayeagstait DWG. NO.: W98 -01 • WINDOWS 8a DOORS 10100 nodhe.sl 25 street MOmi. ROrldo 33172 product : Series 450 Outgoing Doors & SldOlites date : 10 -20 -97 I sheet 1.1 of 7 BAB w Om -792 3/18' 281. CABS 3/18' HEU STREWD BUSS A7s1 INTSI NN .0751 BRERuYEB Y RCSS =POSTE BY 'SOLHNk WIZEW COMPOSITE BY 'SCOW ON art Aga' Emus SWUM .WD' SENTRYCAS MIRO BY 'DUPONT' BY 'OUPONT' s/te' AFB. GASS SUM DOW 99$ oow 899 GLASS TYPE 'A' 7/18° OVERACT. LAM. GLASS �-� 3 /FB` 1015Rff r0 0x8 CCI-382 I/8 OR 1 /e' TEMP. GLASS ART SPAS s/18' ANN. CUSS 775. 81a9UNER Weft IE E7 'saw OR 280• =Wan STERIUYEt BY 'OtSW J /18' ANN. CUSS GLASS TYPE 'A1' 1' OVERALL IN01L LAM. GLASS SUCRE GE -1200 00W 99$ COW 899 SILICONE � '� 899 AIR SPACE CONSISTING On .SE?$CER: ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. 3/18' ANN. CUSS .O90 PS 489920 SARIN 1119 BY 's89m 028 WM. 1473 SIREWD GUNS CC -382 m041 -� g 280 NIBWNIN SHEET I /e° P938008 090 21991818 SKEET „Aftli-1,1111 SCONE �(• DORM !8S DOR GIASC TYPE 'B' RI Li 7/18° OVERALL COMPOSITE PAM. 7/I8' OVERALL WA. GLASS MB WM. 02 -312 1/8' OR tµ' TEUP. GAM spix 3/18' ROL. CUSS .WO' PSI MGM SOW 08 S ImmN J /18` FEAT MA GASS GLASS TYPE '91' 1' OVERALL 088U1. LAM, GLASS reld1ZUSLQIEDIINS SILICONE B��aR TOW COB 1898 BULB VINYL CS-382 290 N.u8tN9F S9EEr 3/4 9993908 290 AL880018 sear v S 92898 COW MI OUR 899 1* OVERALL COMPOSITE PANG, GLAZING STOP OPTIONS MEM CGI -39e 4 CGI -51$ CGI -510 000RS AND REELRES CAN DE GLAZED USING SQUARE OR OGEE GAZING BEADS /AOMIERS QlDAUCTMMus wM she PUNY DWG. NO.: W98 —01 rak WI NOOWS de DOORS 10100 northwest 25 street salami, Rondo 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20-97 I sheet 1.2 of 7 a 4 1/4` 3' 74 ,/2' aEso SQE) FRAME EMI r 3' - 24' 24' WAX b 4 1/4' 35 -1/2' YAZ PMIEL SIKH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING ® + 100.0 (FOR sets SHOWN ABOVE 00 SMALLER UPTO CODE WO - 132.0 PSF GLASS TYPE 'A' LOCK OPTION IOM 3 PO102 MECHANSM W/ BA.0010 MIES 0200 DEAO BOLT 1 4 1/4' 3B 9/16' FRAME TO TH m 1 k / / / : 1j\I 1 11 24 3/4` / \ \ \ \ Q � AC1riE I� Pi / ,2 / \ \ Fj I IC I / / n x'd DiACTIVE �� b I 35 -1/2' YAZ PMIEL SIKH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING ® + 100.0 (FOR sets SHOWN ABOVE 00 SMALLER UPTO CODE WO - 132.0 PSF GLASS TYPE 'A' LOCK OPTION IOM 3 PO102 MECHANSM W/ BA.0010 MIES 0200 DEAO BOLT 1 4 1/4' 3B 9/16' FRAME TO TH m 1 / / / : 1j\I 1 11 pri AC1riE I 101 fY0Y0CTMUM opmeplying with Ue P1M AnAillauss 9biluMw 91w R 16 likaLAegi DWG. NO.: W98 -01 caL WINDOWS an QOORd3 10100 na0ueet 25 sheet n o10l Oorid& 33172 product : Series 450 Outmang Doors & Sldelites dote : 10 -20 -97 + sheet 1.3 of 7 a k 74 1/2' (TESTID 5120) , JC 9/16' 4 1/4' FR4 OIN 3' 4 1/4' 3„ 24' 3" 3' 24' 6" v / / / / CCNCEALED \ \ \ — 4 611 3 \ IT 10E \ \ \ OA , I / / / / ID 103 a ACTIV¢ ACTIVE SSt 6' 24" 7 1/4' 35 -1/2" W PANEL OM DOOM WAD C6PA12TY - PRP FRASE fT FRAME MIN Exr.( +) lN( -) 96-1/2" 74 -1/2" 70.0 70.0 84 -1/2' 74 -1/2" 8D.0 80.0 0001 NOT RAZED FOR W4102 INFILTRA10N RED. QUALIFIED WITH ALL GLASS TYPES SNOW ON SHEET 1.2 LUCK OPTIONS I IOD FAND 10E 4 1/4' FRAME ROM • CVR PANIC HARDWARE CORDEPLED IOC& NOD / / ioDj�DR 100 AC11VE r1 VI APPROVED PANIC HARDWARE FOR DOOR DOR -0 -VATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2005 /2086 CONCEALED VERTICAL ROD EXIT DEVICE 7 1/4" FLA.e.i44.1.2 11451:41111(11:. 1• 1 at . 7 1/4' r+sKcrosrano et wN9reMoat Au• lowool owree DWG. NO.: W98 -01 • rfll WINDOWS Se DOORS 10100 6alhwael 25 etrat nOsA. Ilortdo 33172 product : Series 450 Outswfig Doors & Stddttes dote : 10 -20 -97 I sheet 1.4 of 7 BILL OF MATERIALS ITEM El m 2B El 0 6 8 9 10 10 1 �r 1. 10 10E 1OF DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3 /16 "THK. ALUMINUM PLATE SHEAR CUP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24° 0.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" •FROM ENDS, 3 ® CENTER OF PAIRS SPACED 6° 0.C. & 24" 0.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, ©3" & 7" FROM ENDS & 19 -3/8" 0.C. MAX. #14 X 3/4° HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16° O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR UMITS) A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CO CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR UNKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL 082410. OAA CO CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR UNKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200. KWIKSET 780. ® REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. OC SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. DOR- 0 —MA11C SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI CUSTOM SURFACE MOUNTED SUDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. m IDEI m 19 HAGER 4 1/2" X 4" HINGE IN SCUD BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8' THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. EXTRUSION LIST 500A, 501, 502, 503, 504. 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. ONO W 16 ramp' WINED ssamplAss wit% Ca Raft, Code e 1 W6 DWG. NO.: W98 -01 • EL ■ w,NDowea ea 000Fxs 10100 northwest 25 stre8 eked, nod& 33172 product : Series 450 OutswIng Doors & SMelites dote : 10 -20-97 I sheet 2 of T CGI -507 DOOR FRAME HEAD /SILL COI-511 JAMB COVER 1.250 Jr CGl -509 FRAME JAMB /MUWON COI-503 NARROW sioELITE STILE CGI -502 JAMB /LOCK /SIDEUTE STILE CGl -500A • TOP RAIL ca -510 SiDELITE MULLION 1&5 .075 1.081 CO-508 FRAME COVER 5.m ...- 1M4_.. 1 CGI -501 r BOTTOM RAIL 11+2 SADDLE THRESHOLDS CGI -514 HORIZONTAL MUNTIN COI -374 CGI -395 C01 -504 CG1 -515 r1WDUCTINV1050 - u—u.,I el'eReIIb RidibsCoM M E d DWG. NO.: W98 -01 • cz' WINDOWS '$e DOORS 10100 northwest 25 sleet miom. Nod& 33172 product : Series 450 0utswit+g Doors & Sidelites dote : 10 -20 -97 I sheet 2.1 of 7 1— Bolt Assembly Rod Keyed Cytinder/Deadbol Bolt Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) MI #10 x 3/4° P11 SMS 18 x 1/2° PH MS Flushbolts (Inactive Panel) Keyed C}Qnder _ Actuate Arm 0 Deadbolt Assembly —"9' Actuate Arm 11 J Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) 110 x 3/4" PH SMS #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Surface Mounted Activator DWG. NO.: W98 -01 rtw cz' WINDOWS Se DOORS 10103 method 25 street nOami. &wide 33172 :,� ..pr6duct : Series 450 Outawing Doers & Sidetites \' t$e : 10 -20-97 1 sheet 2.2 of 7 $12 x 1 1/2" FH SMS . Keeper Top Lock . Assembly 0or- 0 —Matic 1690 • Bottom Bolt Bolt Guide 1tt #10 x 1/4° FH MS l8 x 3/4° FH SMS 1tt Strike Plate Top Guide w /trip release Top Bolt Jackson 20861 Bottom Bolt Bolt Guide raeulucrN v SSD alload=whkeot H itw s. imam. h. � b tl• o:k . X10 x 1/2° FH MS DWG. NO.: W98 -01 • C7I WINDOWS 81 DOORS 10100 northwest 23 Street Mari, deride 33172 product : Sertes 450 Outswdng Doors & Sidelites dote : 10 -20-97 1 sheet 2.3 of 7 FRAME HEIGHT 1/4" aa. ULTRACON 0 e` FROM ENOS AND 24" 0.C. (5E(F 1ERMFDIA /4" DIA. ULTRACONI SEE SHEET 7 1X4 PT WOOD SEE NOTE BELOW PT MOD SEE NOTE '- 2A TYPICAL PANEL ASSEMBLY 1 2B 1 TYPICAL PANEL ASSEMBLY ZC TYPICAL PANEL ASSEMBLY .teo OPTIONAL INSTAUATION �PITO 2X4 PT WOOD SEE SHEETS 2.2 a 2.3 TYPICAL JAUa ANCHORS FOR 8*LT ENGAGEMENT 1/4" DU. ULTRAOON 3 1 TYPICAL • °" FRO" ENDS AND S9-3/8" 0.0. FOR LOADS UPTO 70 PSF 14 -1/2" 0.C. FOR LOADS UPTO tto PSF 12" 0.1. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 0 2 2A 1 TYPICAL INTERIOR IMMO ..etteplytis OA 0 R. Hein steee - -- - ASTRAGAL SOD. FOR WATER RESISTANT DOORS ONLY OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) 502 TYPICAL 3 SCREWS END 8.082 1/4° DIA. ULTRACCN r.100 • 8" FROM ENDS AND 24° 0.C. (81TERMED1A E ANCHORS) NOTE 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 475 4..0.4UT SWING DOOR I INACTIVE Low( OPTIONS SEE SHEET 1.1 NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE WITHOUT VARIATION IN CAPACITY. B' IMO DWG. NO.: W98 -01 conk WINDOWS de DOORS 10100 northwest 25 street mimed. Rodeo 33172 product : Series 450 Outswing Doors & Sldelites dote : 10-20 -97 I sheet 3 of 7 MULLION #1 rile SMALL SIDEUTE STILE (EXT. 503) AT SIDEUTES 1' -6" WIDE OR SMALLER. 1X4 PT WOOD SEE NOTE SHEET 511 502 1/4" DIA. ULTRACON 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 beta EXTERIOR SEALANT DOOR FRAME WIDTH SHY SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH THIS SILL IS NOT RATED FOR WATER THIS SILL Is NOT RATED FOR WATER irpocvnevissa az=rt. alma 41Faeaw 4b ADA SADDLE RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS EXTERIOR 539 SWEEP hit/I riglEt Haig DWG. NO.: W98 -01 • rfll WINDOWS ac 000 RS 10100 northwest 25 street miemi. Rondo 33172 product : Series 450 Outlaying Doors & Sidegtes dote : 10 -20-97 I sheet 4 of 7 MULLION TYPE 1 NOE SRLE -WDE SLRE 4.018 SEALANT 211112509 SIDELITE PANEL WIDTH 511 511 MULLION TYPE 2 WOE SLUE -rr SIRE 502 1.918 875 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR 879 MULLION TYPE 3 NARROW SLILE- NARROW 514,E SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH et SIDELITE PANEL WIDTH fmn. Imultve BeNK"' 681119011 1110B 1NDTH iw „ DOOR PANEL. + FOXED PANEL 2 mootsIY�Me06r1A. AMiMeeetMN • >IIYw ifGT /!_ REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 4,11 IWO NIINg • DWG. NO.: W98 -01 CZ& � WINDOWS Be DOOMS 10100 northing 25 street dent Banta 33172 product : Series 450 Outswing Doors & SideRtes dote : 10-20-97 I sheet 5 of 7 MULLION PERFORMANCE CNART DIIMIGN LOAD CAPACITY - Per OMINAL DD/8. MULL TYPE 1 MOLL TYPE 2 MOLL TYPE 0 o11 00 nor m +) Mir.(-) pg.) N1d -) in(*) 817d -) 1/8 100.0 110.0 1002 110.0 100.0 110.0 1/9 100.0 1104) 1006 2200 100.0 1102 2/0 0/0 100.0 110.0 10110 110.0 - - 3/0 1040 110.0 100.0 nu 0.0 - - 3/8 100.0 110.0 70.0 70.0 - - 1/8 1040 110.0 1040 110.0 100.0 1102 100.0 1102 1840 2260 100.0 1100 2/8 1/0 1000 1102 180.0 1140 - - M/0 100.0 140.0 1020 110.0 - - 3/8 1002 1102 - - - - I/O 1009 110.0 1009 1140 1010 1140 2/0 1006 1106 1040 110.0 702 *0 2/5 7/8 100.0 110.0 108.0 110.0 - - 3/0 1012 110.0 740 70.0 - - 3/6 100.0 110.0 - - - - 1/8 100.0 1100 100.0 1140 1002 1102 2/0 .1040 1140 10018 1140 70,0 706 2/8 11/0 100.0 110.0 100A 1106 - - 3/0 1040 1140 - - - - 3/0 1000 1046 - - - - I/O 1009 1106 1009 1100 1010 1106 2/0 100.0 1140 100.0 1140 - - a/0 0/8 1010 1140 100.0 1006 - - 3/0 949 909 - - - - 3/8 740 740 - - - - 1/6 100.0 1106 100.0 1102 1010 1109 2/0 9/0 1000 110.0 100.0 104.1 - - 2/8 98.1 941 70.0 70.0 - - 2/0 829 829 - - - - I/O 70.0 70.0 700 709 1010 1100 9/8 740 760 102 760 - - X2/0 2/6 70.0 709 r - - - 3/0 740 760 - - - - I/s 7110 709 70.0 70.0 710 740 2/0 toy 70.0 100 782 700 - - 2/8 702 760 - - - - 3/0 590 586 - - - - DWG. NO.: W98 -01 CZ& � WINDOWS Be DOOMS 10100 northing 25 street dent Banta 33172 product : Series 450 Outswing Doors & SideRtes dote : 10-20-97 I sheet 5 of 7 PANEL PERFORMANCE CURT FOR BINDLE & DOUBLE DOORS & 81N0LB EIDE SUM 81DELUTE8 (THIS CHART EXCLUDE NARROW STILESIOEIITE) DEMON LOAD CAPACITY - PSF HOSDNAL DIMS. ? /LB° OOMParga PM68 PANELS 01!88 TYPE •11' CLASS TYPES 'B' S '81' Num, PANfl. WIDTH NON. PANEL HEIGHT 1" CONP00192 EXT. t +) INT. t-) EXT. N) TNT. 0 -) EXT.. 00 INT. < -) 2/0 2/6 3/0. 3/6 E18 1000 1102 760 700 900 90.0 1000 1100 700 700 900 900 1040 110.0 70.0 700 902 900 100.0 1102 70.0 704 900 904 2/0 2/6 3/0 3/6 7/0 1060 1100 70.0 70.0 900 900 100.0 110.0 700 70.0 900 90.0 1040 110.0 700 700 900 904 1000 110.0 704 700 900 90.0 2/0 2/6 3/0 3/6 7/6 1004 1102 70.0 760 940 902 100.0 110.0 70.0 700 900 940 1000 110.0 702 700 940 90.0 1050 1492 70.0 70.0 90.0 90.0 2/0 2/6 3/0 316 9/0 100.0 1102 70.0 70.0 90.0 90.0 104 0 1104 70A 702 910 900 1000 1102 70.0 70.0 90.0 900 70.0 740 70.0 • 702 • - - 2/0 2/6 3/0 3/6 8/6 1002 1100 70.0 • 70.0 • - - 1002 110.0 70.0 • 70.0 • - - 100.0 110.0 700 • 70.0 • - - 70.0 70.0 700 • no • - - 2/0 2/6 3/0 9/0 1040 1102 70.0 • 702 1 - - 100.0 1100 700 11 702 Al - - 1040 1140 70.0 • 70.0 • - - 2/0 2/6 3/0 9/6 704 70.0 70.0 • 740 • - - 700 70.0 704 • 700 • - - 704 ' 700 70.0 • 70.0 • - - 2/0 2/6 3/0 702 702 70.0 • 700 • - - 10/0 70.0 700 70.0 • 70.0 0 - - 702 70.0 70.0 • 70.0 * - - L�S ON ARE FOR DOORS um) 12 100 01 ANT COMXTION C�1.DS v. AND rk THERE was SKIMS REGNOTEMENIS ARE NOT APP1LM81.E • CRASS LIMITED TO 8/0 DAYUTE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN 1 NOTE GLASS CAPACITIES ON 1WS SST ARE BASED ON ASTM 61300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -D C -219 OR 024 ATE PANEL APPLICABLE TD DODR/SIBELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 9' TO DETERMINE ANCHORS REQUIRED. .STEPS TO USE CRARTSI 1. DETERMINE WINO LOAD MM$ED ON PROVISIONS OF 2010 FLORIDA BLDG. CAPE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM LE CUTSWING AND TYPE OF THRESIq.O AND LOCK OPRONE. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DEMON LOADS REQUIREMENT$. S. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) B. FOR MULLED SIDEUTE 2070R TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK. GLASS. PANEL PERFORMANCE. MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE DIME SYSTEM. 11 •• I ?. -.O2. 1St 511E MINTERS + - 3'S IMP. ANCiIQt MULLION ANCRO30 AT BIDSIJ258 NOMINAL DIMS. PANEL. WIDTH 2/0 2/6 3/0 3/6 2/0 0/6 3/0 3/6 2128ID1I 1610 CAP/VW -POP CLUSTER OF 8 ANCHORS 6/8 7/0 -gR _kg 3333. PANEL W10TN PANEL WIDTH /MON ANCHORS AT RHINE 1St SUE ANCHORS I ULSTER Cr ANA 3.4.5008 2 87 3000E us 00p2 3 AT SMUG 2 AT NOR SEE CHART FOR *PAM 2/0 2/6 3/0 3/6 2/0 2/8 3/0 3/6 210 2/6 3/0 3/6 2/0 2/6 3/0 2/0 2/6 3/0 2/0 2/6 3/0 7/6 0/0 0/6 9/0 9/6 1013 81.1 610 884 060 77.2 646 538 003 721 606 521 833 67.7 860 460 788 03.7 87.8 462 743 802 002 706 W4 47.0 671 642 455 TYPE '0' CUSH= OP 4 RS' CLUSTER OF ANCHORS 1100 90.7 78.1 1104 1070 74.4 1180 062 807 015 1116 902 812 845 713 61.4 0133 843 673 94.1 711 110.0 1100 1106 1104 1100 1100 1104 1166 1100 1104 1100 1063 1160 1104 1100 028 ewer= OP MICRONS IM.0 11110 1015 80.4 62.1 1140 1100 1146 1140 110.0 05.7 1100 100.4 826 01.0 1100 1100 1102 101.7 1100 1100 1140 066 *180 1110 104.8 10.1 1100 1100 08.1 845 1104 1100 02.4 766 1100 1040 873 1100 CLOSTER OF 4 MICRONS 1100 1100 1100 110.0 • 1103 1160 1104 1100 NOMINAL DINE. PANEL PANEL VMS HEIGHT E/0 2/6 9/0 3/6 2/0 2/6 3/0 3/6 6/8 MTG. 87711T ANCKORB AT DODDER DOORS DEMON LOAD C.APAC ?-P$F 7820 '1' • 7728 'C' AT 881 SILL CLUES= OF ANA 7/0 1100 1104 1110 1104 1100 1104 110.0 IOTA 1104 1100 cal 1100 933 101.5 1140 110.0 1100 NO2 1102 Nn8 1104 110.0 1003 2/0 2/6 3/0 3/6 2/0 2/6 9/0 3/6 2/0 8/6 3/0 3/6 2/0 2/6 3/0 2/0 0/6 3/0 2/0 2/6 3/0 7/6 100.7 846 1114 404 1017 MA 67.1 13.5 64.0 78.2 82.7 CURTER OF 4 ANA 8/0 81.2 705 1100 1104 416 806 1160 107.4 892 70.7 1100 1083 831 71.6 1100 8/6 9/0 004 810 45.4 *4 47.4 785 428 523 14.4 84.1 78.4 072 =me OF 5 ANCHORS 1100 It00 1100 1100 1100 1100 1100 1100 1100 1180 1100 1W.4 1100 1100 1100 772E 'C' AT 8-0 a sae 806 CLUSTER OF ANCHORS 1100 1100 1102 1100 110.0 1104 1100 1686 1104 1100 1100 1000 1100 110.0 1104 1100 816 736 611 1066 1100 110.0 1100 063 9/6 TYPE 8'- 1,/4° 8114 ILTRACON BY 'ELCO' (RU.177 NM. 77.165 IM A It't7O 28Y W00) BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO CONCRETE 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY OIREC1LY 8170 CXXQCRETE 1-1/4' 1114 (ABED INTO CONC. OR MASONRY EDGE DISTANCES um CONCRETE AND MASONRY - 2' MIN. 2470 WOOD STRUCTURE - 1" 1420. 10/0 408 747 86.5 47.1 78.3 12.1 144 061 CURIUM OF 4 ANCHORS 1100 1104 1102 1100 1104 1100 1104 1030 1140 1100 1048 1100 110A 042 70.4 026 90.1 89.1 110.0 001 110.0 110.0 1100 1140 842 03.1 1104 108.0 80.4 1140 110A 110.0 110.0 1100 1100 1100 1180 1100 1100 1100 1100 1100 1100 1140 1100 1140 1110 1140 1140 1100 1100 110.0 TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS ANCHORS TO BE AT 6' FROM CORNERS MAX. SPACING 24' O.C. AT HEAD & SILL, -AT HEAD STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. MS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REOIIRWIENT DETERMINE IN STEP 1 OF SHEET 6. 1r1101AiCYMUM Irn idr 4Ae RA MA TYPE 'C'- 1/4° DMA. tI TRACON By VICO' (2.177 1403 8.166 1011 DIRECTLY INTO CONCRETE AT HEAD OR SILL 1 -3/4' MIN. amp INTO CONC. INTO CONCRETE a 2-1/2° Mw. CONCRETE re.- 3000 P51 MIL C -00 H0 LOW /FA.LED BLOCK Fm - 2000 P8I MIL PANEL WIDTH PANE. WIDTH PANEL WIDTH HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. RESIDEN11AL SADDLES ORNER CONSTRUE IBM STD. SILL CORNER DEM lik_112 SCREWS 2/ LEO ADA S1LL CORNER DETAIL drawing no. W98 -01 (sheet 7.1or 7) 1k • DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by MiamiDade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Ouiswing Aluminum French Door w/ wo Sidelite s - L.M.Y. APPROVAL DOCUMENT: Drawing No. 110058 -1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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, model/series, and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 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 Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.aov/develonmaat/ • NOA No. 12- 0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact ", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. 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 outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, 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, and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) 2. Glazing complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL- -6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No.VI'L -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) G. OTHERS 1. Notice of Acceptance No. 11- 1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.L ", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING. OPTIONS: A. 318' LAMI NOM. (.402') CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. B. 318° LAMI NOM. (A02") CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. ' C. 7/16" LAMI NOM. (.466") CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/18" LAMI NOM. (.4861 CONSISTING OF (1) LITE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTBRLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118' HEAT STRENGTHENED GLASS. E. 13/16° LAMI 10 NOM. (.840') CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/84 HEAT STRENGTHENED GLASS PLUS AN .090 PVB ® INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -04. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: X, O XX, XO, OX, XXO, OXX, OXO, AND 0)0(0. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NQT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. *I 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL -4964, 6212 & 6864; ELCO ULTRACON NOA: 11. 0408.01,12-0128.09; ANSIAF&PA NDS -2008 FOR MOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 8), IS REQUIRED ONLY AT ALL DOOI) TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. eir 1/2' GLASS BITE 0 1/8" AN. OR HS. GLASS 1 3118" HS. .090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR III SAFLEX/KEEPSAFE MAXIMUM) 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS... »1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 EXTRUSIONS.. 8, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT-STRENGTHENED .TP. = TEMPERED 1/2" GLASS BITE 1/4° AIRSPACE 3118° TP. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE) 13/18" NOM. GLASS STACK 13/16" LAM' IG NOM. GLAZING OPTION E, NOTE 1 3116' HS. GLASS 1/8° HS. GLASS co ce aQN J co zD 0 r 1 O LL rh a 1 \V to 1 a "V6 ae ///,/ ....0..0 +• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X XX, 0, OX, X0, OXO, X0(0, 0X0( & 0X0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAJLS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 833/4" 87 3/4" 91 3/4" 3° 371/2" 6° 713/4" O WIDTH 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 8 °-95314" +75.0 -75.0 +75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 444.2 -642 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +68.8 -88.6 +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES 8, C, D OR E +75.0 -75.0 +75.01 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: OX, X0, OXO, XXO, 0)0 (8, 0)0(0 DP FOR THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES 48, C, D OR E HEIGHT X WIDTH XX WIDTH 58 - 793/4" 7° - 83 3/4" 87 3/4" 913/4" 8° - 95 3/4" 2° 251/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 - 49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 - 49.0 +46.5 -46.5 +44.3 -44.3 291!2" 553/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1!2" 5° 593/4" +49.0 -49.0 +46.2 ' -46.2 +43.6 - 43.6 +41.4 .41.4 +39.3 -39.3 28 331/2" 54 633/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34,0 -34.0 SINGLE SIDE LITE OWIDTH GLASS TYPES A, B, C, D OR E 103/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19"" +72.4 -72.4 +68.5 -68.5 +85.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/48 +64.5 - 64.5 +81.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35,2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 353/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES 1. GLASS WPES: A. 3/8" B. 3/8" C. 7/16 D. 7(16 ® E.13/1 AMI (118" A, .090 PVB, 3/16" HS) AMI (1/8° HS, .090 PVB, 3/18" HS) LAMI (3/18" A, .090 PVB, 3/16" HS) LAMI (3/16° HS, .090 PVB, 3118" HS) LAMI IG (3/18" TP, 1/4" AIRSPACE. 1/8" HS, .090 PVB. 3118" HS) 2. COMB DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. X/XO WIDTH = 73.1/2" MAX. O WIDTH " 1091/2° MAX. O/OXX WIDTH =907 3/4" MAX. XXO WIDTH =143 3/4° 3. SINt3Lg DOORS 335/8: WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE 1R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NfLRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGI$ PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. 5. EXAMP -ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A F10M TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x I0° HIGH SINGLE DOOR WITH 29° SIDE UTES DESIGN PRESSURE =+67.8 1-87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE _ +70.41-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30".WIDE x 873/4° HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.6 /-43.6 PSF EX. D FROM TABLE 2. 0)00 WITH GLASS TYPE C 83 314 WIDE x 80° HIGH DOUBLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 8 FOR REINFORCEMENT DETAIL. w w Q�, N 8ndN � a 0 O N 1 731/2" MAX. — r— MAX ., lE .0 SEE NOTE 4 OX OR XO 37112" MAX. A " 109 1 /2" MAX. " — MAX —«-� ► SEE NOTE 3 +^f +— `iE E3 2 SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) OXO 95 314" MAX. HT. TYP. A A XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2, FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP IC AND IOC DOORS BY 3/4• WHEN ASSEMBLED TO MAKE XO','OX', 'OXO''XXO','OW AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (IOC DOOR = DOOR WIDTH/2 - 4.079) 1 hE Q SEE NOTE 4 143 3/4" MAX. SEE NOTE 3 f G DOOR DLO HEIGHT = HEIGHT- 113/8" DLO WIDTH X = DOOR WIDTH - 1215/18" DLO WIDTH IOC = DOOR WIDTH/2 - 115/18" SIDE LITE DLO HEIGHT = HEIGHT - 11318" DLO WIDTH =WIDTH -31/8" PRODUCT RENEWED uw Florida Cods 2 Acceptance N° • Q O g F W 2 W Z 0 0 0 O 0 1 bp tl DOOR SECT. A A VERTICAL EXTERIOR MAX DLO SL SECT. B -B VERTICAL INTERIOR E SL VIEW G -G CORNER ASSEMBLY !PRODUCT RENENED as compiyips with the Hoge• AccoPtorto 14° Q N AT HEAD /JAMB N g 0 ATSIWJAMBO O ``,`��titlt N SIC FI 11— IMA LTI In . HEI( t V V • SL SECT. B -B VERTICAL INTERIOR E SL VIEW G -G CORNER ASSEMBLY !PRODUCT RENENED as compiyips with the Hoge• AccoPtorto 14° Q N AT HEAD /JAMB N g 0 ATSIWJAMBO O ``,`��titlt N 'XX SECT. C-C HORIZ. MAX. x WIDTH DLO MAX. SL WIDTH 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) PRODUCMHNEWED complyies with the Florida 12- -o to ritrs± • N F O 2 dQQ Q N � o HORIZONTAL SECTIONS 0 0 u) ITEM DWG 9 PGT# DESCRIPTION 1 9430 80411 FRAME HEAD 2 1010 60300 WSTP.,0-1,0N .190 X .375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7965X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 958 7986A FRAME HEAD STRIKEPLATE BACKING PLATE 7 1101 7832X12FPXP 98-32 X.500 PH. FL MS - S.S. W/SILICONE PATCH 8. 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 998 70998 GASKET (BEIWEEN HEAD & FRAME JAMB) 10 962A 6533018 FILLER HAD ADAPTER 11 11000. 811000M OUTSWING THRESHOLD 12 1870 871870 WIMP, .350 RD FOAM PILL 74107 (AMSBURY#32011) 13 11004A 611004M OUTSWINO THRESHOLD CHANNEL COVER 14 11001A 411Q01A ACETAL SPACER .085 (INHOUSE 04JECTION MOLDED) 16 11002A 414002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL. SPACER .140 (MOUSE klECTION MOLDED) 20. 915D 80380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 22 MO 68608M REINFORCEPAENT, 1.000 X2.750 X0.650, 808146 28 1140 . 713)(112PSATS A X 1.800 PH SO A DS 24 1048 ' 71048 JAMB SCREW COVER CAP 28 930 • 41721N STRIKE PLATE INSERT 28 1118 ' 710X34PFA #10 X .780 PH. FL MS 27 7070 81070K BULB WEATHERSTRIP .187 X .300 HIGH 30 9103 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL SIDE RAIL 32 917 7FRMO HINGEEXIRUSION 33 1178 71058FP W,B 010 X.626 PH. FL SMS 34 913A 80378M TRUSS CLAMP 36 1130 ISTRODA 8118-18 THREADED ROO 38 990 7990NUTA 6/18-18 FLANGED Hex NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FR, 98 X.75 PH, FL. IEK 30 997 70997 GASKET oimweem PANEL HEAD/SILL & PANEL STILES) 40 1023 '879240 , WSW., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE 1130LT ASV. (INACTIVE PANEL ONLY) 42. 1145 76X12FPAW 96 X.600 PH FL SMS TYPE BDS 43 1212 7P3000 SU DUST PLUG (INACTIVE PNL) 44 9830 6983 • DOOR PANEL AS -"GAL 1 (OUTSWING) 46 9845 6984 DOOR PANEL ASTRAGAL 2 (OUTS)AfING) 48 1213 80200K WIS1P.,12-1.0N .190 X .200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 96 X.750 PH. FL SMS 49 982 • FD2PTAY 2 PT. LOCK ASSY. 50 8Ft180FS RUBBER SLEEVE 61 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 62 931 7FRSPX DEAMOLT STRIKE PLATE 63 1118 710X34PFA #10 X .760 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X .750 Pli FL SMS lull. so G# L , itii.E. POT# , -. w. • nom . D LITE 81 id 8921 SIDELITE SILL laM,MITM11111111111111111•11111111111111111111111111M .ualt.xiliTtr,1111111.1 IM, 1313 603.1 63 mi. L:311111111tEaMiii 011111111111=1 um= . .u.E.‘z.Am 81841M 84 r"-lairtTili-TESITaT•TIVIIIIIIIIIIIIIMI sal - - -•- , ai...MiZAIIINIIMI-1111•1111 SIDELITE : ADAPTER 3WCIPTT111-44/747:1 11,7MIZ 85 66 LJI mil ; tilMUIIIIIII SETI11 c : I,• K, X1/4 X? W - SA, +/ • • - .. Ka mil ticil LI 41 1 I I+ riri 1.,1•43.1iirniTni— A:VETTITIT; PIN 1101 ;,•.,111 , ,A1111111111111 LMIlka UIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIMII g EAD, 3/r - - T•1 KJ Vain . ,E,,E.mtimmiLlyzazi(-.rammillimillillIIIIIIIN Wee FOI17:131311111EAKIFric 74 1111111=1111 F.I:LIIIIIIIII=M:1111AZTTrz • '1 D ILIF.A1111111111111111111111.111111111111111■1111111111111111.11111111111111111111. 93 94 ipdam F.: -,11,..1111r:ITTIEft.3 Eiyv.-oa-r-fiaLu,,,.IE:Ear r ,aT, T. ..lt.,IIT:gwuurrommomm.... [iv ED --I 65+1-1 ma 98 .1m - 1: V''.. . ,'- -T: ylr r.: -,=uil:uLk3I.Li:mimilimiiimmilliiiiiil EaD KA , - =, 1. In I re - ir.iiiiimm, : •, 1/4" •'. • ACE, 1/ - , .90 - 1-: lee •- iallimmumsminimim 111;c15.1-IA1:i-1 .604-H fl co 13 ) OUTSWING THRF_sHOLD CHANNEL COVER 8083-78 2.750=-4.1 1.000 .650-..'I .125 C) TUBE MULL 8083-75 PIMU WED CrAcceplowerlundhig"n917iPB:NECItimFimidm0E; .tet voz CI" 73 < CV o IIij 83A I1 •••• st al 411 e °IR '''ottlittio DOOR PANEL TOP & BOTTOM RAIL 6083-T5 °.660 .060 --4 FILLER HEAD ADAPTER 8083-T8 31 J 1 3.000 11 OUTSWING THRESHOLD 6083 -T8 DOOR PANEL SIDE RAIL 8083 -T6 16.1 x.126 .760 TRUSS CIMP 8083 -T5 .883 i`. -•.050 318° GLAZING BEAD 73 6003•T6 3.100 • O7/16' GLAZING BEAD 72 6083 -T5 5.212 8.086 =.SL HEADER 6083 -T8 61 SL SILL 6083 -76 r-1.4801 2Q DOOR FRAME, JAMB 8063 -T6 +1.678 -''� •890 • 62 SL JAMB 8063 -TB -1 2.980 .060' SL AMB 66 ADAJPTER 8083 -78 .060 ; - • 260 --y 11 3T WEATHER STRIP CHANNEL 6083 -76 HINGE 8083 -T6 0.376 .126 H -.172 L\ .883 E.2:460 74 IG GLAZING BEAD 8083 -T6 PRODUCT RENEWEiD sacomplytas with d� (^p tad :; .r.Jrrr: 7y1r1 4 V V0 g /O d Z 0 2 I ZONED "ZONE "D°I SILL A I_ SILL L_ SILL. ZONE "C"' ' ZONE "D"�ZONE "D"� SEE TABLE 3., SHT. 9 SEE TABLE 4.. Siff. 9 i 9 HEAD I ZONE P I C• 1 SILL ZONE I ZONE "F ZONE- • SEE TABLE 7., SHT. 9 °E" HEAD HEAD ZONE O A SILL "E" SEE TABLE 5.. EMT. 9 HEAD I" a ZONE °D"--t-ZONE °F" -1-19E„ ° I JCXO OR 1 OXX p 1 _ SU ° I ,.S1 .- 4-ZONE -1 SEE TABLE 7., SHT. 9 HEAD ZONE" -t ZON "E' XO OR OX ZONE "D" ' ZONE "E"' SEE TABLE 8.. SHT. 9 HEAD rZ„ E.ZONEE "F"_Z __,Z,E1 I p 1-2-ONE 8,,,l1;1.,.--4--, .u, • 4-zoNE "E° SEE TABLE 7, 3H7.9 EXAMPLE OF ANCHORAGE FORA 713/4" x 833/4" 'XX' DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2.1/4" ELCO S84 CRETE -FLEX MASONRY ANCHORS 3. 612 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. ' 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A x = MINIMUM JAMB ANCHOR LOCATION. - =ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19"x833/4 ° SIDE LITES"B°AND "5" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4° XX DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+8•2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. * = ANCHOR LOCATION FOR EXAMPLE ABOVE • PRODUCT RIMMED 12-A b 02 Ra. ▪ ►.yrr�r • /7 0 1 d TABLE 3. X DOORS & TABLE 4. NN DOORS ® (ALSO g, DOOR OF XQ & QAX TABLE 6. Q SIDE LITE A TABLE 6. XQ & Q, ® TABLE 7. OXO, XXO, QXX & X)._949.________4 GLASS TYPES ANCHOR TYPE & SUBSTRATE A. B. C, Q E GLASS TYPES ANCHOR TYPE & SUB8•RATE • A, B. C. D, E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B. C, 0, E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 9, C, U E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D, E 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2.3. WOOD 12. CONC 2 3, WOOp 12 CONC 2,3, WOOD 1.2. °MC D00RWIDTH3 LOAD ZONES DOOR WIDTHS LOAD ZONES Vilia2 °O° - 10.75 TO 38.75 LOAD ZONES 0Q2RWRaT "X' • 25.50 TO 37.50 LOAD2ONES 000RWIDTHS IMO ZONES 3 "B" ]/SILL °E" I USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOORINIDTIi�; HEADISILL"D° I''"`` JAMB "A• - - JAMB "B" N O- HEADSILL'E' USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTIIX 17 X -JAW "A" X' - 25.50 TO 37.50 XrC' - 47.76 TO 71.75 7 o 4 � 0 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR mom Ix.xx - HEALSILL "F' l° O 4 (t+ ' O 2 USE ANCHOR QUANTITWA FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH - I-EAD/SILL°r to 1 o � 0 laga 0 � o °k' - 25.60 TO 37.50 a��a;Q &f.m `{i x 8't '` iiii a4 i fifi,. x 3 -5 x y)�� Y§ < i yy ►- x . °!DN - 47.76 TO 71.75 < * XX -HIA SILL "CY(USE - ALSO U$ TABLE 6) � .. A J m # . � XX- HEADSILL "D'IUSE ALSO M TABLE 6 �... A i I.: 01 SIDE LITE WW1* HL 10.75 x7 .75 83.76 87.75 91.75 95.75 WoTH x Ht 10/6 x79.76'4 83.75 87.75 91.75 95.75 2 4 2 4 2 MEN x fir. W2 fl1 x Fir. WIDTH x Hr. 25.60 x79.75 83.75 87.75 91.76 95.76 5 2 7 4 2 3 47.75 x79.75 83.75 57.75 91.75 95.76 4 3 6 4 2 3 10.75 x79.75 63.76 87.75 91.76 95.76 4 1 4 1 4 2 4 2 4 2 4 1 4 1 5 4 7 4 2 3 6 2 7 4 2 3 4 2 4 2 4 2 4 1 4 1 5 4 7 4 2 3 5 2 7 4 2 3 4 2 4 2 4 2 4 2 4 2 4 1 4 1 5 4 7 4 2 3 6 2 7 4 2 3 4 2 4 2 4 2 4 1 4 1 5 4 7 4 2 3 6 2 7 4 2 3 12.78 *79.76 83.76 87.75 91.75 95.75 4 2 4 2 12.75 x79.75 83.76 87.75 91.76 95.75 4 2 4 2 27.50 x 79.75 63.75 87.76 91.76 95.76 6 2 7 4 2 3 51.76 *79.76 83.78 87.75 91.75 95.76 6 4 7 4 2 3 12.75 x79.75 83.76 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2, 4 2 4 2 6 4 '7 4 2 3 6 2 7 4 2 3 4 2 .4 2 4 2 4 2 4 2 6 4 7 4 2 3 5 2 7 4 2 3 4 2 4 2 4 2 4. 2 4 2 4 2 4 2 4 2 5 4 7 4 2 3 6 2 7 4 2 6 4 2 4 2 4 2 4 2 8 4 7 4 3 6 8 2 7 4 2 6 19.00 x79.75 83.75 87.76 91.75 95.781 4 3 19.00 x79.76 83.76 87.75 91.75 95.75 4 3 4 2 4 2 29.50 x79.76 83.76 87.75 91.75 95.76 6 2 8 4 2 3 55.76 x79.76 83.75 87.76 91.76 95.76 8 4 7 4 2 3 19.00 x79.75 63.75 87.76 91.78 85.75 4 2 4 2 4 3 4 2 4 3 4 3 4 2 4 2 6 4 7 4 2 3 6 2 8 4 2 3 4 3 4 2 4 21 4 2 4 2 5 4 7 4 2 3 8 2 8 4 2 5 4. 3 4 2 4 31 4 3 4 2 4 2 4 2 8 4 7 4 3 8 8 2 8 4 2 5 4 3 4 2 4 2 4 2 4 2 4 2 6 4 8 4 3 6 8 2 8 4 2 8 21.75 x79.75 83.75 87.75 91.75 85.75 4 3 4 2 31.60 x 79.78 83.75 8 7 . 7 5 91.76 95.75 8 2 8 4 2 3 59.75 x 79.76 53.75 8 7 . 7 5 91.75 95.76 5 8 8 4 2 3 21.78 x79.75 83.75 87.75 91.75 .98.75 4 2 4 2 21.76 x79/5 83.76 87.75 91.76 95.75 4 3 4 3 4 2 4 3 4 3 42 , 4 2 4 2 4 2 5 6 8 4 2 3 8 2 8 4 2 8 4 3 4 2 4 2 4 2 8 5 8 4 3 5 8 2 8 4 2 8 8 3 4 2 5 3 4 2 6 2 4 2 6 5 8 4 3 8 8 2 8 4 2 6 5 3 4 2 5 3 4 2 8 2 4 2 8 5 8 4 3 5 7 2 10 4 2 6 27.75 x79.78 83.75 87.78, 81.75 95.76 6 3 4 2 27.76 x79.75 83.76 87.75 91.75 96.75 8 3 8 3 4 2 33.50 x79.75 83.75 87.75 91.75 95.76 6 3 8 4 3 3 63.75 X79.75 83.75 8735 91.75 96.75 5 6 8 4 2 3 27.75 x79.75 83.75 87.75 91.75 95.78 S 2 4 2. 5 3 4 2 4 2 5 2 4 2 8 8 8 4 3 8 8 3 8 4 3 5 8 3 4 2 5 3 8 3 6 3 4 2 6 2 4 2 6 6 8 4 3 8 6 3 8 4 3 5 6 3 4 3 4 3 6 2 4 2 6 5 8 4 3 6 7 3 10 4 3 6 8 3 4 3 4 3 8 2 4 2 7 8 10 4 3 6 7 3 10 4 3 6 38.13 x79.75 83.75 87.75 91.75 9518 6 4 4 3 36.13 x Th. 76, 81.75 87.75 91.75 95.76 8 4 6 4 7 5 4 3 36.60 *79.75 83.76 87.76 91.76 95.76 8 3 8 4 3 6 67.75 x79.75 83.76 8 8 8 4 3 6 38.13 x79.75 83.75 87.75 91.75 95.75 8 3 4 3 6 4 4 3 4 3 6 3 4 3 8 5 8 4 3 6 6 3 8 4 3 6 7 5 4 3 4 3 7 3 4 3 87.75 6 6 8 4 3 6 8 3 8 4 3 6' 7 5 4 3 7 5 7 6 4 3 7 3 4 3 91.76 7 8 10 4 3 5 7. 3 10 4 3 6 7 5 4 3 4 3 4 3 7 3 4 3 95.75 7 6 10 4 3 6 7 3 10 4 3 6 38.75 x79.75 83.75 87.75 .91.75 95.75 8 4 38.75 x79.75 83.75 87.75 91.75 95.75 6 4 8 4 7 5 4 3 37.50 x79.75 83.76 87.75 91.75 8 3 8 4 3 6 71.78 x79.76 6 6 8 4 3 5 36.75 x79.75 83.75 87.75 91.75 95.75 8 3 4 3 8 4 4 3 4 3 4 3 8 3 4 3 83.76 8 6 9 4 3 6 3 8 4 3 5 7 6 4 3 7 3 4 3 87.75 8 6 9 4 3 6 7 3 10 4 3 6 7 5 4 3 7 6 4 3 7 3 4 3 91.75 7 6 10 4 3 6 7 3 10 4 3 5 7 6 4 3 7 6 4 3 7 3 4 3 96.75 7 6 10 4 3 8 95.75 7 3 10 4 3 6 APPROVED ANCHOR TYPES: 1.1/4° ELCO TAPCONS 2.114" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.812 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. • RBNSwro altbtlm Worku 10 051 1 a UWi N 0 g U 6 LL g O O W 1 O LL lad b' 1 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 13/8' MIN 1X WOOD BUCK, NOTE 2 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 318" 1/4° MAX. SHIM -41 MIN. WOOD ANCHOR ON STAGGERED CENTERS 'TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Exr. 1X WOOD BUCK NOTE 2 L__1 3/4" MIN E.D. MIN E.D.- I 1 3/8" TYPE 1 1 3/4" TYPE 2 —1/4° MAX. SHIM CONC. ANCHOR. NOTE 1 1 1/4" 'TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (C°NC) SIDE LITE HEAD (WOOD) 1 314' TYPE 2 (CONC) 1/4" MAX SHIM DOOR HEAD (CONC) 114' MAX. SHIM t 2X W000 BUCK, NOTE 2 34 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 13/8' MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 3/4" MIN. E.D. 314° MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (GONG) SIDE 1' PRODUCT RENEWED as complying oriththe Nada quieldingpinneeCt 12'. 067f. 02 11,1411;.•' SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" 'TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1 3/4' t MIN. E.D. , 1.5 KS' MIN. CMU OR *.7 KS! MIN. CONC. 3/4" MIN ED 1X WOOD BUCK, NOTE 2 EXT, SIDE LITE JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT Nam 3 1/4" MAX --.' SHIM e...NJ: • •••.i. • ' • •••$,0 ;* 1 sir TYPE 1 .;:•;;'• := --4‘,.....,,.1- r, 7- ' „ :r..1.1:4 1 XV TYPE 2 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) 2X woos E-X-..1% BUCK, NOTE 2 LITE JAMB (WOOD) WOOD ATIOR TYPE 2 CONC. ANCHOR, OR 3, NO 1 liiNOTE Ell " "-..‘ 3.4 KSI MIN. CONC. , DOOR SILL (CONC) SIDE LITE SILL (WOOD) 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 1318' MIN. 2X WOOD BUCK, NOTE 2 :14 ;'•;,;, 3.4 KSI MIN. re .• r CONC. • :t. MIN. E.D. SIDE LITE SILL (CONC) 1/4" MAX. SHIM .43/8" TYPE 1 "..3 3/4" TYPE 2 t NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13(8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'. FOR WOOD INSTALLATIONS USE 412 SCREWS. 05 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OFT OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 305 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY NE AUTHORITY HAVING JURISDICTION. 0) LU ANCHORAGE DETAILS 0 5 61- (a 18 LU t;-, LL LL (7, 5 ffi rti . 0 111 I I II 114 ,..•■ -It . ......... . 7/01. :4-..-.• :1* ... V-- .:-.. ,.. :::. *ittj ... : " ::: f.k% • f-„k1 oz, '"...;-' •-.1 N-. c5 --/.4%).? ..1 ,;(4,1,:..4,. ..........4... ,/,‘,,,„,„%o