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WS-12-1531Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177290 Permit Number: WS -8 -12 -1531 Scheduled Inspection Date: September 24, 2012 Inspector: Bruhn, Norman Owner: RAPOSO, DAVID Job Address: 546 NE 97 Street Miami Shores, FL 33138 -2460 Project: <NONE> Contractor: SECURE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)331 -7074 Parcel Number 1132060171520 Phone: 305 - 513 -0705 Building Department Comments REPLACE 18 WINDOWS AND DOORS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 21, 2012 For Inspections please call: (305)762 -4949 Page 12 of 31 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIONO. (i- Z.O(o -0rl -(520 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/ dress: 5 4 me .11 �(C� ei 4' uv i 5 OfLS, R, 33 (sib 2. Description of improvement: I1r1 iIci.Ii oo' o WI'eldnua6 CdO0(O 3. Owner(s) name and address: 'David Interest in property: Ota.? r112 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: QW(L ` 4 a OUWS 1_la a Iv►C . 7hi 33 tJu; 51-ree lCau}4I, Cc 3314v4,0 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 1111111 11111 11111 111111111111I1111111111I 1111 CFN 2012R0571824 DR Bk 28225 Ps 1314. (fps) RECORDED 1)3/14/2012 12:52:25 HARVEY RUV1IW7 CLERK OF COURT NIAI1I -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office ' pogo 544, niegi street 1141a »i 51noic6 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, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA, COMM( OF ogADE ,, I HEREBY CER77FY Met 5 r ^'r7h GO of cho Signature(s) of,Owne t wed Officer/Directorr �� M/' 1 20f r, „ -a , Prepared By.� Print Name ,044 J 0 Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 1. day of Prepared By A 1± H l By (CetAC 91a 050 ❑ Individually, or ❑ as • i r..!ir ❑ Personally known, or C21 produced the following type of ident ��� rf fT 1i !. Signature of Notary Public: t /''JALq4 F9,41 Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the • • my knowledge and. belief. Signature ere BY _.T Zo 12 SUSAN M. PIEDRA -LARA MY COMMISSION # DD918877 EXPIRES: September 01, 2013 I.8044NOTARY P1. Notary Diaiv000t Moo. Co. rized Officer/Director/Partner/Manager who signed above: 123.01-52 PAGE 3 3/10 By spared by and rewrn to: Maria Landa- Posada, Esq. Landa - Posada P.A. 2151 LeJeune Road Suite 200 Coral Gables, FL 33134 305 - 476 -9050 File Number: 12 -1096 111111111111111111111111111111111111111111111 CFI.; 201280529110 OR ek 28205 Psis 3052 - 3055; (4aaa) RECORDED 07F27/2012 08 :09:34 DEED DOC TAX 3.300,00 HARVEY RUV/Hr CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA [Space Above This Line For Recording Datal Warranty Deed This Warranty Deed made this 29th day of June, 2012 between Kenneth Kodish, a single man and Vala Bagett Kodish, a single woman whose post office address is 546 NE 97 Street, Miami, FL 33138, grantor, and David Reposo, and Melissa Reposo, husband and wife whose post office address is 546 NE 97 Street, Miami, FL 33138, grantee: (Whenever used herein the teams "grantor' and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of Individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to-wit: Lot 4 and 5, Block 99 of MIAMI SHORES SECTION NO. 4, according to the Plat thereof as recorded in Pmt Book 15, Page 14 of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11- 3206-017 -1520 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2011. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubteTimes Book28205 /Page3052 CFN #201 205291 1 0 Page 1 of 4 • . . .i "a1*L rAl► x,I1j,4. 01.),1„ t• p PAtfir.ge! State of Florida County of Miami -Dade Vela Bagett Kodish The foregoing instrument was acknowledged before me this 2 personally known or [X] have produced a driver's license as ident cation 9th day " ;Ivy fr ow ./.,/z47-4.111 • , , Name: l [Notary Seal] State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this�'day of J personally known or [X] have produced a driver's license as identification. :1 ill dish , who [_] ise My Commission Expires: [Notary Seal] Warranty Deed - Page 2 Kodish, who U is Notary Pub Prin My Commission Expires: DoubleTanea Book28205 /Page3053 CFN #20120529110 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)7952204 Fax: (305)7664972 Inspection Number INSP 174319 Scheduled Inspection Date: June 04, 2012 Inspector. Bruhn, Norman Permit Number. REOC -6- 12-997 Owner KODISH, VALA Job Address: 546 NE 97 Street Miami Shores, FL 33138 -2460 Project <NONE> Contractor HOME OWNER Permit Type: Re-Occupancy inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number Parcel Number 1132060171520 Building Department Comments re-occ Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments PLEASE CALL KENNETH KODISH 954.650.4422 June 01, 2012 For Inspections please call: (305)762 -4949 Page 19 of 22 Book28205 /Page3054 CFN #20120529110 Page 3 of 4 OR SK 28205 PG 3055 LAST PAGE MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204• Fax: 305- 756 -8972 Permit No. REOC -6 -12 -997 Certificate of Re- Occupancy Address: 546 NE 97 Street City: Miami Shores Village State: Florida Zip: 33138 This certificate verifies that the reference property has been inspected by Miami Shores Village and has been determined to presently comply with schedule of regulations of Miami Shores land and Development Code pertaining solely to the requirement that each one family dwelling is used and intended to be used for a one family dwelling purpose only; however, this certificate does not constitute any representation or warranty as to the condition of the dwelling or other structures on the premises described herein, or any aspect of such condition, and interested persons are advised and encouraged to make their own inspections of the premises in order to determine the condition thereof. Building Officials Approval: ‘7,Z d-fra Myonatiazultt. CBo Book28205 /Page3055 CFN #20120529110 Page 4 of 4 1V1 Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SPECTION'S PHONE NUMBER: (305) 762.4949 B' PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: -5-216 l 7 5 City: Miami Shores County: Miami Dade Zip: 33 /3e Folio/Parcel#: i/' 3-L O/ 7. /.5 2e Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): )S44) u 1 £G.. Phone#: 304-- 33 —90 7,./ Address: ...C-(44 N�AG� City: /Vs 94'Y:42D State: ce- zip: 33/3 t ' Tenant/Lessee Name: Phone#: Email: FBC 01 Permit No. U.) Si S3 Master Permit No. ROOFING CONTRACTOR: Company Name: Svc, Ce fri Ac u- Ave, rS Phone#: 3O1 573 - 477®S' Address: City: 7J'555 /vim 4/‘ .14 State: Qualifier Name: Zip:.33/ c 6 Phone#: 3or SO State Certification or Registration #: 03 6S 00 32-2- Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: 4er7L . tot z.47, u t oS Phone#: 3 0 S -6 6 3 - 24 9/ Value of Work for this Permit: $ x0/0001 Square/Linear Footage of Work: c/6'i Type of Work: DAddition DAlteration DNew ORepair/Replacle Description of Work: 11/,1 ? 0 0 JS C /e ( 0-00 YS sGe ea C�kri e-vt"T . 1c. D/34714q DDemolition Color thru tile: ******** * * * * * ****************** * ***** **F * **** ee one **** **** *** * ****ea ** *sae * **** * **** Submittal Fee $6 " Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a6714 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 Fr ECTRICAL 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 properly 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= proved and a reinspection fee will be charged Signature Signature Owner or The foregoing ins 1 ent was acknowled: - ,_ before me this day of ,20 t, by who is pe '4. ally known to me or who has produced As identification and who did take an oath. NOTARY Sign: Print may, ^r '. WAY 0E ARMA5- OUS Is MY COMM;SSi0N 1 DD 950325 EXPIRES: February 7, 2014 fronded Thal Notary Pub4e Underwriters My Commission Exp The fore day of who is pens Contra e r l ent was ; < .• i owled be . , re mg this 7 , 20 . y y known to me or who has produced NOTARY Sign: Print as idgptio_ apd who did take an oath. Y Dl° MIA -SOUS 1MiSS1ON # DD 950325 ebruary 7, 01 � OWitT H., Pub t,e s .s..�veir -S�ii I �. My Commission Expires: ************ are: , xa,+ r< *********+ xe, xe***** ****** *, x, x> x**** rx***** *x,****, x****** * ***rr,xrr• **** *+u,a**** * * * *** *** x**,x***** APPROVED BY (fF/C/--f,.i\Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07 /10 /07)(Revised 06/10t2009)(Revised 3/15/09) Clerk QUIENIEN®I'UJ1015 1' D UJ ID 7300 S.W. 105 TERRACE.. MIAMI, FLORIDA 33156 -3841 OFFICE (305) 663 -2991 BEEPER 889 -9695 FAh 665-0262 MECAWind Version 2.1.0.6 per ASCE 7 -10 eveloped by MECA Enterprises, Date : 7/29/2012 Company Name : Jenetopulos Group, : Florida Firm #F000145 : 7300 SW 105 Terrace : Miami, F1 33156 (305)6632991 Inc. Copyright 2012 www.mecaenterprises.com Description : George Jenetopulos Architect #14185 : Raposo Residence : 546 N.E. 97 Street : Miami Shores, Florida 33138 Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am = 175.00 mph Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= Bldg Length Along Ridge = II.- N/A 1.00 11.50 - 0.09 0.11 0.15 0.13 ,- 3 : 12 i 12.00 ft 15.00 ft ' .00 ft-- 80.00 ft - t/ Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across Ridge= of .6 D No 0.85 700.00 1.07 0.80 650.00 7.00 14.00 Hipped 9.00 4745.00 70.00 ft ft - ft Deg ft ftA2 ft Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width of Pressure Coefficient Zone "a" = 4.8 ft Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf Horiz Roller Horiz Roller B Horiz Roller C Horiz Roller D Fixed Window F Horiz Roller F/1 Mullion F/2 Single Hung G, Single Hung H Single Hung I Casement J Slide G1 Door K French Door L French Door M French Door 6.17 4.22 26.0 5 0.93 -1.25 45.58 -59.04 3.08 4.22 13.0 4 0.98 -1.08 47.78 -51.90 6.17 3.20 19.7 4 0.95 -1.05 46.46 -50.58 3.08 3.20 9.9 4 1.00 -1.10 48.61 -52.73 5.65 5.25 29.7 4 0.92 -1.02 45.17 -49.29 4.35 5.25 22.8 4 0.94 -1.04 46.00 -50.12 5.25 5.00 26.3 4 0.93 -1.03 45.56 -49.68 3.08 3.20 9.9 4 1.00 -1.10 48.61 -52.73 3.08 4.22 13.0 4 0.98 -1.08 47.78 -51.90 1.59 3.20 5.1 4 1.00 -1.10 48.61 -52.73 3.08 4.22 13.0 4 0.98 -1.08 47.78 -51.90 3.92 6.67 26.1 4 0.93 -1.03 45.57 -49.69 2.67 7.12 19.0 4 0.95 -1.05 46.58 -50.70 2.67 6.81 18.2 4 0.95 -1.05 46.72 -50.84 2.79 6.83 19.1 4 0.95 -1.05 46.57 -50.69 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 1.03 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 41.19 psf George Jenetopulos, Florida Architect #14185 Jenetopulos Group, Florida Firm #F000145 7300 SW 105 Terrace, Miami, FL 33156 -3841 (305) 663 -2991 office, (305) 479 -5384 cell DEPARTMENT OF PERMITTING, ENVIRONMENT, AND RSCULATOR V AFFAIRS (PERA) BOARD AND-CODE ADMINISTRATION DIVIS14N NOTICE OF ACCEPTANCE (NOA) PGT Industry 1070 Tec nolagy Drive Nokomis, FL 34275 SCOPE: MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26m Street, Room 208 Miami, Flodda33175-2474 T (786) 315- -2590, F (786) 315-2599 www.mlamidgde.govilpera /, 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 MiarnI -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 Seaton 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 - APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, F. E., bearing the Miami -Dade County Product Control Revision stamp with the- Notice of-Acceptance number and Expiration date by dieMiand -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small-Missile Impact Resistant LIMITATIONS: Miami -Dade County Product Control Approval Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). 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 NOA No. 11-0405.10 and consists of this page 1, evidence pages E-I, E-2 and E-3, as well as approval document mentioned above. The submitted documentado n was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Dates March 26, 2016 Approval Dates November 03, 2011 Page 1 gGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10 /07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Freest= 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 ofan aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 032206) 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 cgs and installation dagmm of aluminum -single hung window, with fin frame, prepared by Fenestration Testing Laboratory, -Inc., Test Reports No.'s FTL -4958 and FIL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Teat 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted caber previous NOA No.07- 0322.06) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. OS-1018.01) E -1 Jaime D. Gascol, P. L Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date March 26, 2016 Approval Date: November 03, 2011 PGT 1151ustriies NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) 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 2411 3.2.1, 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 Reports No.'s FTL -4947 and FTL -4650, dated 08/11 /05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1 018.01) 4) 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 as aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Subsnittedunder previoutNOA No.05- 1019.. -01) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Compiies'with ASTM E1300-04 (Submitted under previous NOA No .11-0128.03) D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Aff airs (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 Interl4Yer" 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 05/05/2011, expiring on 05/21/2016. E -2 Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, F. STATEMENTS 1. Statement letter of conformance and compliances with the . FBC-2007 and FBfc 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL -4645, FM-4649, F1'L. 4723, FTL -4947, FM-4650, FTL-4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07 -0322.06 and 05- 1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "S11= -700 Aluminum Single Hung Window - L.M.L ", approved on 04/21/2011 and expiring on 03/23/2016. E -3 . Jaime D. Gasicbn, P. L Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL N ' 5: IMPACT SINGLE UNO FLANGED AND ORAL FIN WINDOWS 1. GLAZING OPTION& (SEE DETAILS ON SHEET 2) YEA. A. 6118 LAWS CONSISTING OF (21 LITES OF 111 GUM "MO I Ag1EOR " R. 9AFLE1(A B.611 CONSISTING MUTE OF118° ANNEAL ED GLASS AND (1)lliEOF1�'HFAT8TH 0 OF UTEi8OF 118'HEAT OR pryBDIfERLAYER. D.6116 MA OF 9N6' ANNEALED LNISWITH AN .090 DUPONT ' E SAFE AI DUPONT BIRIlt21ERtSIIFLE2A E. 711 • LAM CONSISTING TIN MUTE OF 9H6• ANNEALED G AND (1) UTE OP 9118' HEATBIR e 716' LAdU CONSISTING BUTAt21'E��FL MGM F� 04TERLA�• P .711 cONSis71NG of 9116' HEAT BTU (SAES X80 DUPONT uTES of 118'/W8lEALED SAW " 0.13118'LAMI1td(1)�OF 1� GLASS. AN AIRSPACE AND W coN81sTEG sAt1D 18' IAMI CONS93TUrYi of (1)UiE OF 118' ANNPJILED GLASS AND MUTE 690 DUPONT BU7Ut E F 111 ,�' 1 8�1 GINA AN H. 19118'LAI►B I(E (1) OF U8' 1 , A. 90 WIPONT BUTACITE ORBAFI � � 11s'rier►TBTREN 1® ® 8118'HEAT otAv9s �ANAIRBPACEAteS I G 1. 13ITH AN tee U ON C�o LIMA M PV OF 3FI6'ANNEAL D " GLAsS WITH AN :090 DUPONT SA1SS. AN AIRMOEANO7H8• U168 CON818TINGOF (2)U Es 1 1y16• LA[�l11llr MUTE OF IB• r= li ;S OF r)(J7E OF 3H8' AN GLASS AND (1) UTE ■ 171..; P I �tTE NA AD90 DUPONT A GLASS,, AN AIR SPACE AND 7/6• LAM CONSISTING K. 18P 8' LAM IG (1)LITE ' F THAN .090 DUPONT BUTAQITB I OF 3116't83AT STRENGTHENED GLASS OF 3118• HEAT Ha BTAEr1G�i(E�+1 1+u"ER �'�' AN AIRSPACEAND 7/11 CON L 73/11 AN .I1 (1IXUPONT BUTACITE 8116 LA1tMI CONSIBTINOOF (2)U OF 1,rANN WITFI AN 690 DUPONT AdTE oR ®AIL 1A18E� DYER 2. CONFIGURATIVE& (1/1. VIEW AND RADIUS TOP. AMU,/ LOW OR HIGH Sill OPTION) 3• DE81011 PRESSUR (SEE TAE .61EET83) ® A. NEGATIVE DE8101 LOADS EASED ON PR SURE AND GLABSTASLES AVM E 130002. B. POSRIVB DEMON LOADS EASED ONWATERTEST FREESURE AND %ANTARES A E 180x62• 4. ANCEtoRAGM THE 33 VS& STRESS INCREASE NAM BEEN 1J8ED INV* DESIGN OF MS Pte. SEE SHEETS 8 THROUGH 11 FOR ANDHORAGE DETAILS. E. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANED SEALED WITH NARROW SKEW UMW ORG• ®. R FTL4H6, pv7LOO 8. 11647. ON L A840. Fi4849. F4B0 F06 F74ns, FliMADE AD FTL6083. G DEBIGNATION Ste, ALSO REFERRED To A9 8Ni01.. THE MOH VEI OCRY BT TO MARY MIME OF THE R BUILDING COOL INCLt ®G tNIRFNQANE ZONE ( M 2ptOF9ClAMTB l;.•a ci Z'.ilt tocrioltroLow caw M k W4 NOTES ALUM MOLE MOD c I• idErl IMPACT 40010 NOA DRAWING MAP SHEET 1 GENERAL OWING DESIGN 9 4 WSW. SECTIONS.-- s 8 PARTS UST -•--»- 8 7 CORNER DET 7 8.11 VRODUCTRBVISIID esaingeartbasonatids IW NOVA. GLASS SITE ULF" NOM. GLAD BITE 80,81 or 82 _ I J. .▪ 000 SOLImAOR DUPONT P , INTE IA =dLASB ∎ —1f8'A OR HEAT < " += , ■-a GLASS 4... MG' NOM. 6/18' LAMINATED GLASS 1/YNOM. GLASS BITE 8,87,86 or 92 t ® NOTE: LAN IO OUTBOARD WES MAYBE UPGRADED TO 3H6' WITH NO CHANCE IN UESIGN PRESSURE. a SSE ) - -+ `IS 1 VW ANNEALED ORHEAT G� INTEINAyER �--.}— 7H8•LAMINATED 7,18' LAMINATED GLASS 1l• NOM. GLASS BITE no-• 118'ANNEOLEDORHEAT STREVIEDIENEOPLASS • .098SOLUTIAOR DUPONT INIENAYER . 1T8' ANNEALED OR HEAT STRENGT E D GLASS �-�-- SW LAMINATED � Arpootizo OR INEEERGLASS ® - 13H6' SOK • 13/18' LAMI 10 GLASS W1 6/'18' LAMI —f- 9H6' ANNEALED OR HEAT STRENGTHENED GLASS SOLUTIA OR DUPONT PO INN:PLAYER stir ANNEAIED OR FEAT SASS 7HD'LAMINATED AIRSPACE t EtEm. cams — nor NOM, 13l'16' LAMI 10 GLASS W17116' LAMI PRODUCT LOWERD oaszebaseithee Redd, e°mTe°°°N' -► 't . moo FJL CFJc- 11▪ 1xm O▪ C▪ OVI1 NO WONOEBINGSOEff MOM 0 INGOO ask SWAM QAPGTA48 Iwo TOT TEDA1M8 ADD OW1E2 10081N410.41ABB(AAN IAMO 91YOTE TRIM ftT Nairtee IFI.Sea4 VW* Better OLAVNO DETAILS W?L SINGLE FIRING WINDOW IMPACT � I 2 • 11 ` �4O(O- 0 D /4 U4 FLANGE =INTEGRAL FIN i = WA HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS • *DOW MOM TAB 1. WROTH OLAe4 TYPE . sr �' . 05 ARM £ +00.0 400.0 400.0 -50.0 45 05* 03 UPt0e91/5 A.11.N1 G.O.E.F.a.HMK,L +IGO 40.0 +00.0 -90.0 +0.0 -10.0 +00.0 -00.0 +800 +50.0 -60.0 +80.0 40.0 40.0 +00.0 -40.0 75 . +80.0 00.0 +80.0 -000 +KO -0.0 +'ie.0 r716A +00.0 40L0 400 440.0 +0.0 40.0 0 40.0 +0.0 735 40.0 •80.0 W 70" -900 .700 40.0 440 +040 +0.0 +74870.8 +7711 70.2 +70,0 40.0 +00.0 70.0 +70.0 +70.0 40.0 +75.4 70.4 474.0 -740 -850 +0.0 '410 4500 40.0 CUSTOM VIEW ill S TOP GE INTEGRAL BAsED ON FLAGED . INDOW TTip� TQ¢-TIP AMR D1DSO NB Wnlbolry ZTIr esoll HBOHT lO» *117111 GLASS TYPE 0911514 , 1 O.E,F,J.KL 17 lir 08119115 +810 I' 40.0E115" 0 L40.01 410.01 40.0 1 -600 VD HIGH SILI.OPTION® T 3- HT. W/ OABH +75 FLAMED Iki aTr IN10ORAL Mali 0&11' 4113105 I . 00 945 0010110" +111:0[40.0 E. +70.0) -700 t +740I -MO O l +70.0 1 40.01 47001 440 I 1 I 1 111 T010 RAE. .MEETING (RAIL GLASS TYPES: A. 0110' WV0-g10"A,.000.11IY'A) 8.0110' LANG- t116'A.A80,1/BHS) C. 0108' LAALI - t115Ha,A0o110'H8) D. 7110' LAMI- to115A,.09O 3M0°A) TEST IOBORTO f=TL -4M1. 040, 4700, 4857 !1L4047, 4d4e F1k4047.4045 F110404e, 400 TABLE 4. & 7H0' LAMI- t911WA,AB0. 910910) F. 7118' LAMI - (9110'11&•080. rims) 0.13118' 100 90.118• T. AYR SPACE, 0S LAW • GfrA,.0801IrA) k 19118' LANE 90.1/e' T. A/R SPACE. 0►1r I0 -( 14,.010.U8919) FTL404e FTh464e F1L•4848. 4723 01148/0 MEE7893 RAG. magi SASH F714849 FIL466.400 any MGM- 'UO't.Meng, Or LAN-w810.. 1f5Gj d 19115 1/110 19 - Itr T, AB SPACE, 7/1, LANp- t9/15A,.000. SIWA) K. 13114• Lama- lir T. AIR SPACH, 7/18' LANG- 11116'A.000,E14'IES L 19116' LAMIID- 110'T. AIR SPAM tAMI49H0740.000, 9108'10) �.151156 LAM 90- '11e'A, AIR SPACE, 0115 vim- t'ib•00.118'A),& NOTES: 1. /W LOW SILL D. ARE LIMITED TO A FORME DESIGN PRESSURE OF +04.O PSF OR LOWER AS SHOWN IN THE TABU. NEOA1WE DESIGN S. AVAILABLE SASH HEIGH S FOR CUSTOM W PRESSURES USE THE AABOVE TO � MAXOLULL 1FRONTHE RAGGED 7,40.7E FRAM OR IONS. 2. FOR IMMORAL FIN WINDOW DESIGN F1L 46/8.4850, 450 FAANG 4550 FTL16063 STANDARD VIEW Si RADIUS TOP FLANGE OR INTEGRAL FBI WINDOWS W► HIGH 80.1. OPTION ® TABLE 2. 1 " , ' '. TIP-TO-TIP FRAME DIMENSIONS BASED ON FLANGED NNW 38 31 5 44" 0 11. . 74a. 48" ....��� 1110711 °- T " � A,B.M ,:, +80.0 *000 +00.0 -00.0 +00.0 410 4*0 .50.0 +70.0 40.0 +70.0 440 +70.0 740. sr A.B,M ,1. +010 -01 +0.0 40 +80.0 -40.0 70.9 449 +70.0 40.0 +70.0 44o +70.0 440 • W» A, , +OA 40.0 +80.0 -80.0 +80.0 •10.0'749 40.9 +740 440 +08,0 40.8 +WA 4.0 0e 115' M,AI ,, +800 40.0 +00.0. -000 4100 .810 4710 440 +00.0 48.0 +817 4*7 +O0 410 UP TO GS 115* 0 D E.F.O.Hd.LKL +000 40.0 +800 •00.0 - 450.0 40.0 490.0 40.0 +740 40.0 +70.0 40.0.47 0 40.0 CUSTOM VIEW ill S TOP GE INTEGRAL BAsED ON FLAGED . INDOW TTip� TQ¢-TIP AMR D1DSO NB Wnlbolry ZTIr esoll HBOHT lO» *117111 GLASS TYPE 0911514 , 1 O.E,F,J.KL 17 lir 08119115 +810 I' 40.0E115" 0 L40.01 410.01 40.0 1 -600 VD HIGH SILI.OPTION® T 3- HT. W/ OABH +75 FLAMED Iki aTr IN10ORAL Mali 0&11' 4113105 I . 00 945 0010110" +111:0[40.0 E. +70.0) -700 t +740I -MO O l +70.0 1 40.01 47001 440 I 1 I 1 111 T010 RAE. .MEETING (RAIL GLASS TYPES: A. 0110' WV0-g10"A,.000.11IY'A) 8.0110' LANG- t116'A.A80,1/BHS) C. 0108' LAALI - t115Ha,A0o110'H8) D. 7110' LAMI- to115A,.09O 3M0°A) TEST IOBORTO f=TL -4M1. 040, 4700, 4857 !1L4047, 4d4e F1k4047.4045 F110404e, 400 TABLE 4. & 7H0' LAMI- t911WA,AB0. 910910) F. 7118' LAMI - (9110'11&•080. rims) 0.13118' 100 90.118• T. AYR SPACE, 0S LAW • GfrA,.0801IrA) k 19118' LANE 90.1/e' T. A/R SPACE. 0►1r I0 -( 14,.010.U8919) FTL404e FTh464e F1L•4848. 4723 01148/0 MEE7893 RAG. magi SASH F714849 FIL466.400 any MGM- 'UO't.Meng, Or LAN-w810.. 1f5Gj d 19115 1/110 19 - Itr T, AB SPACE, 7/1, LANp- t9/15A,.000. SIWA) K. 13114• Lama- lir T. AIR SPACH, 7/18' LANG- 11116'A.000,E14'IES L 19116' LAMIID- 110'T. AIR SPAM tAMI49H0740.000, 9108'10) �.151156 LAM 90- '11e'A, AIR SPACE, 0115 vim- t'ib•00.118'A),& NOTES: 1. /W LOW SILL D. ARE LIMITED TO A FORME DESIGN PRESSURE OF +04.O PSF OR LOWER AS SHOWN IN THE TABU. NEOA1WE DESIGN S. AVAILABLE SASH HEIGH S FOR CUSTOM W PRESSURES USE THE AABOVE TO � MAXOLULL 1FRONTHE RAGGED 7,40.7E FRAM OR IONS. 2. FOR IMMORAL FIN WINDOW DESIGN F1L 46/8.4850, 450 FAANG 4550 FTL16063 48wr MAX. FIXED DLO(ALL) a fir MAX. FLANGED WIDTH® 52 VT MAX LF. WIDTH TTAABLE� o- u ' . BEE FLANGED SEE DLO TABLE iw►x.) 48114• MAX VENT DLO (ALL) DETAIL A DETAIL B VIEW ( STANDARD SASH) E+1 B DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET BFOR VUM& AND HORIZONTAL SECTIONDETAILS. 3. SEE SHEETS CORNER THROUGH tl WOVE. 3. SEE SHEETS 8 FOR ST 11 INFORMATION. 4. SASH HEIGHTS FORST SASH WINDOWS (DETAILS B & CIAO BASED ONA'THREE OVER TWO FORMAT. Ll1 r11w o w mow ,e .; WW1 O NOCHANOE9THM8IMET isimm AR worm T NDO Th T EX " M D 3 1 8 U INIEWDMINDE)VERSOM O M N O T EA ANONDTE4 FJC W? .4L Aro DETAL C RADIUS TOP (STANDARD SASH) DISTAL I VIVA W LIEJE 111=7 MIAMI ® 7 Aiv/. LAM' =AEI 111F,E.51 [>wit4 immor' Nom y it 'c 1 °rim i1 DETAL Q tartril IllAn111 MANS Mi=l111INIEnili MUM7 PRODUCreaVitED amp. AXONS a UM MOLE HONG NDCW. IMPACT DM I NNTSI 4 011 I 40040 l D fo ►►u a u,,, nal Mall 11111 Ku lin #8X100 .'TT7PN. -=11•111■1111111111M11 • 81.1. 11Elii co rF EmuTTP AD 1717 Di 0911909p9 MI ECM ury MI Man - IKE 4020 KEE 1080 =Fri MEIJI • 1080.1 r711rTrUITIEE25111 ma lc...al- --M11111•11.1111 12 781 1=1 CAI rT4M771-1 :117193cfrIT--`17r-r- 10.111.111111.1.11 Mom SCREEN Ont =MIMI RAI 509 IIU.Il8 .111111111 1.000 PH. I <,...1111111111110=1111111 1E* RINPT4(1,; 71' KAI :IllIMM111111111111111 MIN Ti 00800P1100 Pen 708X1 10 la 4010A MMENIT1177-°,7 DOWN* 111:11111E7/.7-711CALLI 11[1211 opia 11MrAll [i1T, ,..17:jillai.....7111.11111.1111111111111.1111.1.1.. ION 4020-1 8/221 •-1 • < WO 1 f PH.FH.11,8F8. 1111111a1=1111110 12 N. LI- if/A7SL -31 a-1=Z- VZOINIM111■1111M11111111 ric-T-77-1ELL-01-1 gal *1171F111=7 ir-ALL-771.71.11M111111111111111111111111.11111. puTITTER7A-v; rr,"U:DC. JIT2T,7 IrT - r IrTirgrmmr-iver7=s1v pri-TrArpE KAN Farm V-TLALA,:.J.IL-z'_-_,IlyZ111_riTlEa II um _______ KAI ..i...J41:11.)1E:11-1;2:a-ii i■ IIMAI ==T-TITR;1111111.1.11 al Wan Eal: :.Zaa..-`31 all= TA E31 WE:Ai 1-aaLY- -'1'.01110011■1=11.01111.1111i Kam IThLJ imaii=am .1 iffiwzami MEE a.,AN• 0• 1 ILA -Lam" RA ,F7:_ijiairy FTC, IrLIP■11 miLL-=.01 Ic• a Kum" FY=--aamir.7 los vu_:,.Aluiry,-nci .K.3 I N I I MI 1111 in I I 11111 9000 Ey.L.,11/ipirr„ 4071 -112AULLIAMINIMME111111111.1111111111111110.1 511 1.1 ILA 4087 c < - 13/16* n u:La 4073A FAZ...7.2 EIS 1WET-:AINIIIIIMEMINE 000 [71111-nlar--7,:runrxwalIMINIIINE IDA AL.Trivr-Ttri--..111111•1■11111ININCLIZILANI", -111E11 PlIfr-VCqIrtit:i7:ITTIBM1111.11.1.11.11LEDIM MIN Lr•T1 ELEIN ;F-M11111111 ILA 1073 Ert.,7 [:T OEM IK=E111•r7:1-77r7,1 -acP 111111aMMIll 90 1607 kiCTI VE-11711 ffnr111111111111111MMI. SINGLE e WINDOW IMPACT .•‘‘‘A %$!!t-4- .. 1°'i tt'•;04813 . ''•-.-8 /' . - ovotilV 1*.iiioia4N.ONs. A. Oki IMMO& FL RES 60705 -.- -2.784 O FLANGE FRAME HEAD 04002A, BOOM 1749 --- 2.711 0 J102 r H---- 2784 --�1 O FLANGE SILL, (L A9o03C.0003- 'r- tJS13 --� :►98 (•- t:4at -I� O SASH STOP Q SASH STOP COVER O FLANGE FRAME JAMB 7 #4o�.6003 T8 17 04083, 60631e 04004, 11003413 (USED AS RADIUS TOP HEAD) r2ri FIXED ME 04054A. I-. -2.704 is 1. RAIL T6® 1.970 II LF.FRAME SEALANT ORGASK T AT HEAD AND SILL VIEW (1H & VIEW HEAD & SIU., RADIUS TOP SOl) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —.1 1.186 r 6or50 6or80 SEALANT ALONG ENTIRE JOINT LF. FRAME® VIEW E—E WELD ALONG SCREW BOSS (2) .8T6 I \ GLAZINO BEAD. 5/18" NOM, SOWS OSASH S DE RAIL 31,.6 23 SASH Te 28 W. ( 1 C) FLANGE FRAME SII1(HIGN) GENOA, 800840 Moot art 1000711 0 MO THOMMET � �moctaavas Tl MEET 7r SASH BOTTOM RAIL B 200 04061A,00634e NewFurf NRO FLT 1 1▪ .9ou�I @—J. Z GLAZING , 8/18' taw- Imo--- F ----IT von vo MILL KIT) OGLAZING BEAD 7/1 ' 04222,0088 -TS — I----- -I -1�r ,0o-- ,,,'- 7- 8 ,� GLAZING BEAD. 13/18' ICI 1.110 O MOW, 6089"78 OGLAZING BEAD,. Mr afiAfMMON& & FRAM CORNER gem SINGLE 'c WINDOW IMPACT 404040 Fir as eisson=1110,01 AcseptenteNo t O111SIs. .o': - a i 10 �' ti` A L41/INIlik, P.E. FL P.E#68708 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE B. . wINDa SL TRATE: 28.603 .30863 406e3 46.603 WLUDOW MSS'} �g lai+Cdei" 1 P1 WIDTH TYPE C,D E,F 4 �� 1 1 1 1 1 1 1 1 ©� 18.125 22n� 8 HEIGHT 62.603 1 1 1 •1 1 1 1 1 1 1 222222222[2 2 2 21'2 213 N 0 7000 Qz V V 64603 24.00 0 32000 H,IJ,K,L 1 2111 1 1 2111 11221211222222 ANA WW1' 1 1 1 12111112 C,D.E,F,G, . 1 1 1 1 2 212 H,,J,,L 1 2 1 1 112 112 2 1 1 1 1 1 ABA1 12111212 C,p, ,CB, 1 1 1 1 1 HAM- 1 2 1 2 AB 1 ABM 1 1 11 1 1 1 1222 1 1 1 12 1 1 1 22.22 1 1 37.000 112_11 2 C.D,E,F,G, 1 1 112 1 112 •1222 1 1 1222 1 1 12 1 12 1 1 22 1 2222 1 1 22 1 222312222312232822 1 1 1 1 1 1 1 1 1 212 213 112 212 2(3, 112 213 213 212 1 1 1 1 2 1 1 2 1 2 2 213 112 213 213 212 213 2 3 2 2 1 1 1 1 2 1 1 2 1 H,W.K.L 2 2 1 2 AB 1 ABM 1 22122223 PSF 79 1 2 2 3 2 3 22 2323 222 1 1 222 '1 •1 32322 1 1 1 3 213 212 2 2 1 1 1 1. 1 1 2222 23 23 2 2 2i13 C,D,E,F.G, 2 2 40.000 HAJJC L. 2 2 1 2 ABM 2 2 2213 2 2 2 212 2 212.112 212 2131212 2 2 213 213 2 2 213 213 2• 212 2 212 2 2 213 213 213 213 2 2 21323 2 2 213 213 2 1 1 2223 1 211211 1 2 2222 1 1 2223 1 1 211 2 3 1' 2 1 1 1 222223 1. 1 1 22213313 1 1 21'2313 1 1 11- 1 33 1 1 1 1 222333 2333 1 1 213 313 2 2 1 1 2 2313314 33343 1 1 1 313 314 312 2 2 1 333433 2 2 23232394233334 2 2 2 2 2 2 242333342334 2 2 2 2 2 214.213 3i3 314 213 314 1 1 313 314, 2 2 212 1 X11 1 313 314 315 1 2 2 333435 1 313 313 1 313 1 1 44 414 2 33 414 2 44 2 2 38 44 2 2 315 313 314 415 313 414 2 2 2 3 SIFT-11i 2 2 2 2 33 2 NSF 78 C,D.EF,C3, 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,I,J,K.L 212212212 213 212 213 2131212X1,114:111 3 3 314 213 313 314 213 314 5,313 314 4 5 3 4 4[ 2 2 2. 2 .2 2 2 2 2 , 2 2 2 2 2 2 2 2. 2 2 2. 2 2' 2 2 AB,M .�.. wle .i, els �I7 �I9 2la 212 313 2141213 313 314 2 3 313 314 213 314 315 313 314 416 914 415 • PSF 79 C.D,E,F,G, 48.000 H,W.KL ABM PSF CA,E,F.G. 63.126 H,W,KL AB,M 2 2 2222 2 2 212 212 72 222 212 2 2 78 2 2 '2 2 2 2 2 2 2 2 2 22232223342333314 213 314 314 2 2 2 2 2 2 2 2 2 2 212213 212 2j3 314 2 [3 313 314 213 314 314 2 213 2 213 2 314 2 814 2. 2 2 315 313 314 315 313 314 315 313 415 418 314 515 a 2 316 313 415 415 314 515 3 2 2 3 78 78 2 2 2 2 2 2 2 2 2 2 3 2 2 212 2I3 2 2 2 3 314213 314 314 213 314 314 313 314 2 2 2 2 2 2 2 2 2 434323324 2223 TTT 22 2334 23 3434 23 3 2 2 315 313 414 3 2 2 3 3'5.33.44_45 3 410 314 415 418 2 2 3 3345.48 2 314 2 34 3 515 3 45 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- UW ELCOTAPOONS 2.1/4° ELCO884 C RETE.FLEX 3-8126CREAS Z D� ON NTHE HEAD - 181/2' MAX. FROMTOP CORM JAMBS -17'Ur UAX. FROMTOP OORNERS 16' MAX. FROMBOTTOMCORNERS C; MAX. BELOW AM RAIL 891 - ANCHORS NOT REQUIRED S® mama PERTHEmama TABWANCHOR QUANTITIES LINOTHE DIMENSIONALCRITB6AOF len Z 4 ABLEWIDTHANDHEIGHTpEM '1+1MONARSEFOR FLANGED /IC/DOM INTEGRAL FM [ t0148 ARE ?LESS. i K; Lk. .3 . ;,, II . :l ATIONSr .• ..: OF i. ... . «. TABLE WITHA BOLDfTAucI2ED ALUEABOVETIOBLINDICATEA MAXIMUMDEBIGNPRESSUFIEWITTITHEQUANTITY. OF ANC A RESIHM IN BOW. OTHER/ESE THE PRESSUREFORTHE RESPECTIVE= AND GLASS TYPE 18 AVAIMBLE. lamisimw (FULL DP) HEAD 2 JAMB ABOVE MTt1. RAL JAMS BELOW WO. RAL 2 3 Toro ram o PA ' cm,f WIpCM1 WSW Dam b egitioor rraoveromTlowe r MOM a amide Ld AIa01CAA1IEr89 l E1t07 WOMIARROCRORM NORAAAA FLAWS Moor • ANCHORAGE SPACING, 1/1 WINDOWS ALUM. DINGLE HUNG WINDOW, IMPACT I.• NTS 1 8 11 . I 40028 I D _yy1•; ... NBE ,iC to. sots DTI y N- A. LYI�MI01E 4. P.E. FLP.E.S88708 t1 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS Wp1dpW HEIGHT SUBSTRATE:-...._ 37.165 44.655 62.105' ANCHOR TYPE -�l� oo t0�a t+� Q0 U121 2 W0,®OW � 28N8 -82 QNI 12 8 WOTH TYPE V G7 SS _ AQUA 1 1 1 1 1.___1 . 1 1 1 1 1 19.125 ttlAK.L "jail i 1 i12 21 i •7i 211 's1% 212 ill 3 1 1 1 1 1 1 1. 1 1 1 1 A.B.- 1 1 1 1 1 1 22 1i 2 2 212 211 212 212 2 2; 24.000 PSF 79 C,D,B,F,G. 1 RUA!. 1 1 TABLE 8. 69.865 67.155 74, 76.1213 1 Ti 2 1 1 1 1 1 1 2 21-2- 2 2 212 212,212 8 1 1 1 1 2222x22 222 8 1 1 1 2123222 1 1 1 2123222 8 1 1 N8 312 312 1 V 312 3li 1 22 1 22 3r 3 a, 32.000 AB,M 111 37.000 40.000 PEW W 1 T 1 111 1Ti 212 111 212 1 1 1 1 111 212 111 212 1 1. 1 1 1 2L2 21-2 21_2 212 212 1 1 212 1 1 1 222232 1 1 1 322232 1 1 1 1 1 1 312 212 312 312 '1 212 212 212 212 212 212 1 1 212 212 312 1 I 1 31212121312 1 1 1 1 212 1 312 1 312 212 312 312 212 312 GD,B.F.G, 1 HAAN- 111 AAA 1 111 POP 59 O D.E,RO. 1 H U.K.L 111 A.11.11 1 111 PIS 54 AD.E.F,G. 2 1 111 1 111 1 1 1(j 212 212 1 1 111 212 RMAKI. 11;1 44.000 AAUP 2 111 PSF 49 C.D,E,F.41, H.LJKL 1 A.11.11 _2 1 111 1 111 79 2 67 79 1 2 212 212 212 213 212 1 212 313 1 2 1 1 1 1 2(2 013 1 213.212 212 313 212 Mr 313 312 313 313 212 313 413 312 413 413 312 413 1 1 1 213 312.313 31_3 212 313 1 1 1 1 1 413 312 41_3 413 312 413 1 111 212,212 212 1 2 1 1 111 212_212 212 82 79 2 1 2 21-2 313 212.13 2 1 2 213 212,213 313 2 1 2 2 2l3 212_26313 1 2 2 313 373 413 2 1 313 313.413 2 1 2 313 312 313 2 1 2 313 312 313 2 1• 2 2 1 2 413 312 413 414 312 413 2 1 2 2 1 2 413 312 413 414 312 413 2 2 111 111 212 111 79 2 212 212 2 2 111 212 212 212 2s 79 79 2 2 2 2 2 2 2 2 2132123x3313 2 2 2 2 212 013 2 2 2 2 2132I2MA313.212213 2 2 413 313 4T 2 2 2 2 2 2 A 2 2 2 2 2 2 413 313 413 313 313 413 2 2 2 313 313.419 414 313 413 414 313 2 2• 2 2 2 613 414 313_413 414 313 513 2 2 2 2 2 2 2 2 2 2 iUrM© ©©©©©lam ®Fflmm ©F7 3 fl®©�mf©©0 48.000 2 2 4 ofam>a© ©©m�mm� ©t�Ia© ®omo ©I rEo©© I WIN El El 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 uL rn64 a 4 P8F C.D.E,F.G, 2 HL.IKL 1 1 A.S.M 2 11.1 PSF 41 4D.2.F.G. 2 74 2 1 51 2 1 1 53.126 H MK.L 111 A,11.11 2 11 aglow XC PX Oft 1 0 OMEN c ort arBr Audsim rW 2 111 2 MUMS 111 43 2 78 2 22 2 212 2 2 2 2 2 33 2 2 2 33 3 4 3 3 2 3 3 10 2 2 443344 1© 2 3 443344 2 3 2 444354444364 2 2 2 2 3 2 2 313 2 2 313 314 313 3)3 414 313 414 2 2 2 414 313 414 3 2 2 3 2 2 414 413 814 414 413 814 2 2 2, 3 2 3 3 2 3 3 2 3 212 3J3 313 313 3 2 414 313 414 3 2 3 3 2 3 616.413 514 618 413 614 414 313 414 _ 3 2 8 3 2 3 3 2 2 3 2 3 3 3333 4414313414414313414644364 414_4_14 313 ® ®3 SHEST QTf78AF87R T BYB� FLtw, MOS 8707E ram AA 2. PI LM2T4 r_ Webb Moe 514 2 413 a 514 ANCHORAGE NOTES: 1. ANCHOR TYPE& 1 -1/4' ELCOTAPcONS 2- 1/4' ELCO 884 CRETEFLF.X 3- 11123CREWS ANCHOR LOCATIONS ARE BASED ONTHE FOU.OYNNG DIMENSION& HEAD -18 ET MAX. FROM TOP CORNERS JAMBS - 171/2' OWL FROM TOP CAS is MAX. FROM BOTTOM CORD r MAX. BELOW MITo. RAIL SILL- ANCHORS NOT REQUIRED LAA 3. INSTALL PER THE ADJACENT TAME ANCHOR =TIES. TIES USING THE DIMENSIONAL CRITERIA OF ®NNOOTTEE 2. 4. TABLE MOTH AND HEIGHT MANSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE I' LEW. ABLE WITH A BOLO ITALICEZED VALUE MOVE THEM. INDICATE A MWOMNM DESIGN PRESSURE WITH THE QUANILTY MAXOACDC DESIGSHOWN IN BOLD. OTHERWISE. THE PRESSURE FOR REBPEOTNE SDP MID (UAW TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LI?5TED1 117 HEAD JAMB ABOVE MTG. FLAB. JAMB BELOW MTG. RAL ..._ casplyiewith the nodal (FUL DP) HEAD JAMB ABOVE MTG. RAL JAMB HELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW I LUM. mom HING WINDOW IMPACT 494020 I D IWO 1 NTS 19 • 11 ' . . 4`' 4, '',::,..,......:,1,1 FL PF4611705 . M FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. ANCHOR QUANTI77ES ABOVE MEETING RAIL (HEAD & JAMBS). C HEIGHT 33.780 SUBSTRATE 17.125 HOR TYPE: ` INDOW CLASS 21411 WIDTH 'TYPE 19.125 24.000 32.000 37.000 D.&Fa4 KL KL DE.F.J KL 40.000 44.000 1 1 1 1 1 1 1 1 1 WINDOW 2&21' *HA 4.21 1 1 2 2 1 2 1 2 2 1 2 2 2 1 1 P8F KL P 1 1 1 2 2 2 2 1 1 2 2 1 1 2 1 1 2 2 3 79 3 D,E,F.J, KL 2 P87 O,E.P.J. KL 48.000 53.125 P8F KL P3F D.5,FA KL 70 2 1 1 78 2 '1 71 2 1 2 1 78 2 1 78 2 3 _1 2 2 3 2 1 9 F•3 .79 79 2 2 2 2 2 70 78 2 1' 70 70 2 1 2' 2 3 3 3 77 79 79 2, 72 2 2 2 2 2 2 2 2 3 3 3 2 2 4 4 79 79 73 2 2 2 2 2 312 2 2 3' 3 3 414 83 1 2 1 71 78 2 84 2 74 3 2 3 2 2 3 3 414 IIGHTFROMTABLE B. 44.839 N�."n "NNg -$ 2 2 2 2 1 1 1 1 3 3 2 3 1 1 313 2 2 2 2' 4 41314 79 2 a 2 2 4'4I-241- 3 5 70 2 2 2 4 61418 69 31 31 2_I 3 3 4, 6 4 5 60.392 6s� :1N8 $ 3 2 1 4 1 1 1 3 3 3 1 1 1 4 3 4 1 3 1 1 3 1 1 3�' 1 3 3 1 1 5 3 4 2_1112._ 4 1 3 4 4 I 4 T.. 5 $ ▪ 4 8 2 2 2 2 6 6 4 8 4141 2 2 2 435 2 [21_1_ 614 8 312 2 5 4 6 69 3 I 2 3 0 •6 6 31212 5 4 6 2I2I2 • 4 8 3 212 816 8 ANCHORAGE NOTES: 1. ANCHOR TYPES; 1.114' ELCO TAPOONS 2.1/4'ELGOENCRETE-FLEX 3. #12 SORelte 2. ANCHOR LOCATIONS ARE BMW ON THE FOLLOWING ® HEAD - S1881i MAX. FROM CORNERS JAMBS -17 VT MAX. ' ' + •; TOP CORNERS 111/7 MAX. : r THE MEETING RAIL r MAX B MTG.RALL 18' MAX FROM BOITOMI.cORNERB p. SW.-ANCHORS NOT DETERNINE THE 4NH00R CUSTOM VIEW WINDOWS FROM TABLES . AND S. USING THE ONENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. �AMIABLE SASH HMGHTS FORCUOTOM VIEW WINDOWS ARE 128I8'MIN.TOs MAL TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AA FLANGED WINDOWS. INTEGRAL FIN DIMENSI010 ARE 1 8. fl IGN PRE8SURE LNWTATO ® 803: BLOCKS OF Tn5 AIAM�NT TABLE WITH ABOLD ITALICIZED VAWE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE GUMMY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FORME GLASS TYPE M AVAILABLE. ® TABLE 7. KEY:, MAX PSF jDP LJI 2 HEAD JAMB ABOVE MTG. RAIL 3 8 617 81617 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. 12.778 18.778 18.778 21.778 24.778 27.778 ANCHOR WINDOW IDTH 19.125 24.000 32.000 37.000 40. al 2 11 30.778 91.108 N1'1-144111 1 2 2 1 .2 79 2 2 2 2 2 2 2 1 2 2 ©0IEM© 3 1011111311113111E1 3 3 9 © NM 3 3 2 2. 2 2 2 2' 9 2 a 3 1111 531 1E1 1E1 KM 1131 (FULL DPI HEAD JAMB ABOVE km3. HAL 2 ILI 4 21212 44.000 48.000 53.125 2 2 2 74 2 88 2 2 2 78 3 I 2 1 3 3 12 [3 31313 4 1 3 1 3 41314 41314 2 6. 3 4 ® TABLE 8. KEY: MAX PSF (DP UMIIEDI !tZ JAW BELOW 2 MTG. RAL 63 OWINI !WSW MIMS AA WSW 2 2 73 2 2 2 2 B 3 4 INIAM JAMB BELOW T. z, erg Ni>5 FLOM 5 MTG. RAL WirCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE H2fOW1N IMPACT ono INNTSI t0 • 11 I 404040 11 ttt1t11IIIN�tt' .`` %``` Ow LYNN 46, •vim •.• *e: * • No.88705 A. LNINMILLMA. P.E FL P.M 58705 335 KSI MIN. CONCRETE WOOD BUCK ". . argicA (SEE NOTE 4) --_ HEAD AND SILL DET CONCRETE ANCHOR NOTE 1123)A 22 WOOD BUCK AWE NOTE i .+',. 1918 M,1M I1'TAPCON ? . .r 4914• NIIN„ 114*CRETMFIEX I/4° MAX, SHIM WOOD ANCHOR (SEE NOTE 28 3)A MAX. SHIM DETAIL A TYPICAL FLANGED H' DETAIL B CHORALE 114" MAX SHIM 1918`® MIL V4' MAX SHIM CONCRETE AMOCO. FII BELOW MEETING 3)j, 3.38K81MIN.=WOE • ix OPTIONAL WITH SOLID COMM ix ($EE NOTE 416, OR 1.5 KM MIN. CMU A DETAIL C FLANGED JAMB ANCHO „Jolt ai►��mll • .11 a APPLICATIONS IN MIAMI.OADE COUNTY, USE ONLY 35AMI -DADS COUNTY APPROVED 114•ELCO TAPCONS OR VP 7: FORS MINIMUM DISTANCE FROM EDGE 18 Sr. �4 f iE -FLT 2. rollmop APPLOATIONs IN INAGE-DADE COUNTY, USE 012 greet. SCREWS (05) OR 14 A$HEANOHO CRETE-FLEX YMNERB . MUST HAVE %12 TRIMFIT HEADS. 3. FLAO HEAD IN THE SECTIONS CM THIS PAGE AS Ix ARE BUCKSWI4OSE 4 � THICKNESS IS LESS 'TIM 1 yr. 1x ARE pEpK,'fawa. I= NIT A f2 E INSTALLED DIRECTLY TO SOLIDS NOSE Truax ,ORGREATTR. marALU�TIONToTHE .Rl ENGINEERED BYOTH ORAsAPPROVED � 5. FOR A1TAcHMENT TOE THE MATERIAL SHALL BE NOMA STRENGTH OFD T5 AND A &WMTHICT. THE AUREM �1 T MASSIE TO PROVIDE NU. SUPI TTOTHE WINDOW FRAME BE THAT MEET 9ETAL cREW THESE SOOTHE ALUMINUM. IF THESE CRITERIA ARE METALBOREW W1111 FULL SPACING FORTAPCONS MAY BE -Ml'AM AMT ,'EBION � MAY SUBSTITUTED PORAN MAINTYEGRA1•F FFRRAFLAN_�ieD F MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICA7 IS EXC�T AND ATTACH TOME MULL THROUGH TIM FRAME USIG THE RANGED MAME ANCHORAGE , B, ANCHORS ARE NOT REQUIRED AT THE SILL OFFLANGED UNTIE. 7. MATERIALS, INCLUDING BUT NOT LOOTED TO STEEL SCREWS, THAT COME SNT �CONTACT MTH OTHER DISSIMILAR MATERIALSSHALL MEET THE REQUIREMEIM3 OF FBC CURRENT. mat sEanoN MGM (SUPPUBGENT2305). WOOD AtICH2M. 22 WOOD BUCK' NOTE D E t oroplyarb Gomm. 7l1 • r Aropfme .131• DIAL f. 2 AT CORNERS AND M 20/ • MIN. 1 21P1'NAL AT CORNERS -I WOOD FRAME MAX SHIM! DETAIL F. (HEAD) .131° TEA. INN. AT CORNERS AND P0.C. DET L (JAMB) TY"'CAI. INTEGRAL FIN ANCHORAGE DETAIL G. (SILL) Se.; ,EN is - -� * I Nam ##P8113i1AV 7%% A.L1i 1M1.1.0 P.E. FLP.E,M88106 "7111111111111.1111111111111111 �n tf:17-) � ���Ix'� . iY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules materials. The documentation submitted has been revi Product Control Section to be used in Miami- Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date sti Control Section (In Miami-Dade County) and/ or the /AAg(i the right to have this product or material tested for/quality 1 fails to perform in the accepted manner, the manufacturer will may immediately revoke, modify, or suspend the use-of PERA reserves the right to revoke this acceptance, if it is d MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.stov/eera/ gulations governing the use of construction wed an by Miami -Dade County PERA e Co add ott es eas where allowed by the W keSePt belo . The Miami-Dade County Product -other than Miami -Dade County) reserve ce pur4poss. If this product or material expense of such testing and the AHJ or material within their jurisdiction. by Miami -Dade County Product ,ermin 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 "HR- -710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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. 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 it 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 No. 11-0630.02 and consists of this page 1, 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. NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01 /2012, signed and sealed by Anthony Lynn Miller, 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. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842 -04 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 No. 06- 0405.06) E -1 Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 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. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FM-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) Jaime D. Gaston, P. E Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. 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 No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES 0 THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6116° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 816° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 5118" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118° LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 6.13/16" LAMI 10: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/16° OR 318" AIR SPACE AND 6116" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER H. 13/16" LAMI ID: (1) LITE OF 1/8" OR 3118° ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND SNB LAMI CONSISTING OF (1) UTE OF 1!8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXl10=EPSAFE MAXIMUM PVB INTERLAYER 1.13118° LAMI ID: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 6/16" OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAPE MAXIMUM PVB INTERLAYEFL J. 13/16' LAMI ID: (1) UTE OF 1/8" OR 3/16" ANNEALED ( MIN.). GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16" LIVE CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16" LAMI IG: (1) LITE OF 118" OR 3116° ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L 13116" LANK IG: (1) UTE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3116° OR 1/4" NR SPACE AND 7/18° LAN CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: g6 X OZC 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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 1300 -02. 4. ANCHORAGE THE 33 113% 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858. FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 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. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES1 GLAZING DETAILS_.._2 DESIGN PRESSURES3 4 VERT. SECTIONS 5 HORIZ. SECTIONS.........._ 5 PARTS UST—. ......... 6 CORNER DETAIL--.—.... 6 ANCHORAGE..„.. ............ 8-11 J.L 10117111 8 F802010 CODE MANSE eg JR. F:16 _ Denallp FF4C 2128100 Rakkax 61!0/M O Oar 4116107 0 M'd°aec AIMED 1 l CAP TOBE TEMPERED* +SOFTNOTE ADDFIL TONOTE878MEL NOTES TOCI VTEDTT. J.L 3128I06 1010 TECHNOLOGY ERNE N011OMIS. FL 347#12 P.O. BQX 1828 NOKOMIS, R.34274 GENERAL NOTES 1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT _.seat ar, m„a osnauti 10e. HMO I NTS 1 s 11 4127 -90 E VW* aster I LN i YN ....i I IN "1:■-•!‘ A LYNN ➢1ELER P.F. P.E.4 68708 1/2' NOM. GLASS BITE (60,61,62) 1/8 "A NEALEDORHEATSTRENGTHENEDGLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6116° NOM. 5/16° LAMINATED GLASS a1 1/2" NOM. GLASS BITE — (63,64,65) G] EXTERIOR INTERIOR* (ALL SECTIONS) �— 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER +-- 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16° LAMINATED GLASS lir ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1B" ANNEALED OR HEAT STRENGTHENED GLASS 6116" LAMINATED 6/18" OR 318" AIR SPACE 1/8' OR 3/16° ANNEALED OR TEMPERED GLASS /\ 13/16" NOM. 13/16° LAMI IG GLASS WI 5/16° LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16' OR 1/4" AIR SPACE 1/8" or 3/18° ANNEALED OR TEMPERED GLASS /\ 13/16' NOM. 13/16° LAMI IG GLASS W/ 7/16° LAMI /\FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Itradfar aft °mbar E NOCOMEGfE TIES 8WEEr J.R. ao°° 9/21/11 Meadow D JC StsmSp F.K 4'18'07 Dem Italbre C tibrisdJ.Litr ADDED 1O CRP TOBE TEMPERED /8+30FTNOTE NO CHANGE THI8 SHEET • 9324!09 1070TE HNOLOOY DRIVE NOKOMIS, R 94278 P.O.BQK 1625 NOKOMIS, FL 34274 GLAZING DETAILS ALUM HORIZONTAL ROLLER WINDOW, IMPACT Sedrudet o I Fun 2 4' 11 � �� 4127-10 I E P.E.S 68705 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) Q FOR INSTALLATION IN THE HVHZABOVE ao FT GASSTE L SHALL HAVE YP A SG- TEMPERED I.c3.mass CAP. BOTH AND E DP QUANTITY GE N WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 60 518" 54" 80" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +58.2 -58.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +: +e.0 -60.0 +60.0 -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 +80.0 -60.0 +60.0 -80.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +00.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" TO 88 7118" A'B'C' G,H,I +60.0 .60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HBOHT WIDTH TYPE 26" 38" 38 3/8" 48" 50 5/8" 54" 60" 63" 80" 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 +76.0 -75.0 +75.0 -75.0 PRODUC1•REVISED es goraplyingwithtbonstIda RnitdibgCodo "`b;4O .ar re -". 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 45.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 75.0 +75.0 76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 _ +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +88.1 -68.1 +818 -63.8 UP TO 74" G,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FIL -4858 (XOX), FTL••859 (OX & XO) AND FTL -5330 ":' "`7•0, ` .P.'17.7‘ i, A. 5/16" LAMI - (1 /8" A, .090,1/8" 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" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16"A (M9'1.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI • (1 /8"A, .090,1 /8"A) H. 13/16" LAMI 1G -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AR SPACE, 5/18" LAMI - (1 /8"A, .090,1 /8 "HS) I. 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AR SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8"HS) J. 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"A) K. 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3116"HS) ``\.� �,`YNpt ,,'���, . p ....••• �F Q4'•:' ., lT S. = is f No. 587o5 i • ? 4415.11.127:" "j : -O '• lU ` i� STATEOf ; _: ''i�iC`� •.. FL.....• �C •Z' ''�,'''SI �- %`•• �, ONA `�. A L1 &i41 P.E Amide); J.J. Oda 10117111 19692.9 E NO CHANGE THIS MEET crre"ia DESIGN PRESSURES J.R. MOM ADDED fel CAP T0DETEMAERFDfp +3�TNOTE NOKOM69,Fl94275 P.O.6QX1629 NOKON�. R 3Q214 see ALUM. HORIZONTAL ROLLER WINDOW, IMPACT :w.R. Fie Om FA b,m, 4115V7 bat 9 ea ,.t C blur .j. J,►. ADD EREaR".LRN PTIONaUppATEASTME1 DPa bat i f:'lstbb' Br '" awose HR710 am I NTSI sere I 3 11 mrsea. I 412740 ae E 27 3/8° MAX DLO 54 5198" MAX DLO FIXED VENT X O VOW X 110" MAX WIDTH IF. FRAME 111 MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2 -114) r__ 38/16" FI DLED DLO FRED 3E DLO VT DLO ENT IA 67 3!8° MAX. DLO ALL FIXED LITES A MAX. 01.0 ALL VENTS or MAX I.F. FRAME ALL CONFIG. 83" MAX. FLANGE FRAME ALL CONFIG. 73° MAX WIDTH I.F. FRAME ----►� 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO 27 3/5" MAX. DLO VENT 27 3/8" MAX. DLO FIXED 7 D D B 8 O L 88 7118° MAX. WIDTH I.F. FRAM - -.II 7M8" MAX WIDTH FLANGE FRAME DETAIL C - XOX (113 -1/3 -113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D -D (FRAME CORNER CONSTRUCTION) Pmdilljr .LL 14$17WII E NO CHANGE WE SHEET e Vii' Deo St Dew EDION1 4/IaZ7 este Mine 0 c apiatiOx NO CHANGE THW SI22T . AND COWER Mira � 3R6 1070 TECHNOLOGY oRIN/ NOXO9[8• FL 3498 P.O. DQX 1879 NOKOMIS. FL 84714 ELEVATIONS "ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rano I NTS1 4 « It 4127-10 I E \ \NN ON 1 .I `....NN 41/4Z,, iii * No. 58705 ST bF ':O,c• ... FGOR%OP..... A. LIdeLLik, P.E. P.E088708 INTERIOR MAX. VENT DLO EXTERIOR I..— MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR •-• MAX. FIXED DLO —.-I MAX. WIDTH 0.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C-C W SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME) .L.L� PIM 10P17/1f Kwihc E NOOIWNGE THIS SHEET note 6/24111 4/1&/07 Dela Jae 0 *Meat NO CHANGE WS SHEET ADDIII1EGRAL FIN FRAME STEWS 4C 42AND43AND vane "Pins I 10707kGtMOtOG'ORME NOXOM 8. R. 34775 P.O. BQX 1810 NOKOMIS, FL 34214 PiciT Yld61y Barg SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 H81f 15 a 11 I °�°�4127- -10 I E PRODUCT REVISED as complying w(& am Flo*1a Hunan Code No 4 �. 111111111// �``ONV * ' No.58705 7./3• STIOFD •g o LYtOi Rai 83705 I1TA4 DWG# REV DESCRIPTION MAT'L PG17I 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANOEFRAMESIL 6063 -T6AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROUERTRACK 6063 -T6 AL 64131 10 71298 wEEPHOLECOVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAMEJAMB 6063 -T6 AL 612225 14 4134 GASKET FORMAN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 0 SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 B FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G mati DW(TI REVt 66 67 GLASS, ° DESCRIPTION 1 MAIL 1 POEM 13/16" IAMIIG•1 /8°A(MIN) 3/8 °AIRSPACE 5/16° IAMI(1/8°A,.090PVB,1/8'A) 13/16° LAMI Ill /8"A (MIN.) 3/8" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB,1 /8"HS) ° 13/16° LAMI 141 /8°A (MIN.), 3/8° AIRSPACE, 5/16" LAMI (1/8"HS, .090 PVB,1/8"HS) 69 13/16" LAMI 10-3/16"A (MIN.), 5416° AIR SPACE, 5/16' LAMI (118"A, .090 PV13,1 /8"A) 70 ° 13/16" LAMI I43/16"A (MIN.), 5/16° AIRSPACE, 5/16" LAMI (I /8"A, .090 PVB U8"HS) 71 13/16" IAMI143/16"A (MIN.), X16° AIRSPACE, 5/16° LAMI(U8"HS,.090PVB, 1/8°HS) 72 13/16° LAMI 10-1/8"A (MIN.), 1/4° AIR SPACE, 7/16° LAMI (3/16°4, .090 PVB, 3/16°4) 73 13/16° 1AM1101/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16°A, .090PVB, 3/16"HS) 74 ° 13/16° LAMI IG1 /8°A (MIN.), 1/4° AIR SPACE, 7/16" LAMI (3 /16"HS, .090 PVB, 3/16"HS) 75 13/16" IAMI143 /16"A (MIN.), 3/16° AIRSPACE, 7/16° IAMI (3116 "A, .090PVB 3/16 "A) 76 13/16" LAMII43/16"A (MIN.), 3/16° AIRSPACE, 7/16° LAMI (3/16°A, .090PVB, 3/161HS) 77 13/16" LAMI I.3/16"A (MIN.), 3/16" AIR SPACE, 7/16' LAMI (3/16"13.4, .090 PVB, 3/16°HS) 90 1014 SCREEN FRAME(HOR & VER.) 3105 -H14AL 91 1630 SCREEN CORNERKEY W/R1N(B POLYPROP. 92 1631 SCREENCORNDtKEYw/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING STST. 21 4105 SASH TOP & BOTTOM RAIL 6063 -TS AL 612240 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 22 1683 WSTP 250 X 270 BACK, FIN SEAL 616830 95 1635 SCREEN SNITS- .135 DIA. HARD EM PVC 23 225-1 ROU E(HOUSING &GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROUEt WHEELS BRASS 7BRWHL2 29 32 33 35 36 37 38 39 40 4128 4006 1235 1096 1016 4126 1683 7070 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N D SASHMEETINORAA. 6063HS46 AL 64006 WSTP,.170 X 270 BACK, FIN SEAL SWEEP LATCH DIE -CAST 675160 71096 #8 X .625PR FL SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP.,.250 X.271 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187X.275 67070K LIFT RAIL COVER CAP 74078°C" LORR 41 42 43 4139 4140 4141 I.F. FRAME HEAD 6063 -T6 AL 64139 1.F. FRAME SILL 6063 -T6 AL 64140 1JT. FRAME JAMB 6063.T6 AL 64141 50 GAZING SEICONE, DOW 899, 995 OR EQUIVALENT . 51 52 53 1224 1225 4039 VINYLILAZINGBEAD BULB (THICK) 6TP247W,K VINYL GIAZINO BEAD BULB ('THIN) 6TP248K B GLAZING BEAD- 5/16" 54 4044 B GLAZINOBEAD -5/16" W /GRILLKTT 6063 -T5 AL 6063-T5 AL 64039B 644703 55 4222 A GLAZINOBEAD -7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD -7/16" W /GRILLK1T 6063 -T5 AL 6985 59 4067 GLAZINGBEAD• 13/16° 6063 -T5 AL 64067 60 GLASS,5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 5/16" LAMI (U8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAM! (3/16° A..090 PVB 3/16° HS) 65 " 7/16" LAMI (3/16" 133..090 PVB, 3/16" HS) Rawl* tlol° RMdow d I. 10M7111 1 E NO CHANGE YNIOSHEET Ra106p O Rat Im" 8/10/11 D ADDED ?MOW TO GLASS TWEE Rab9R Ode RdiYO" FIL 411&/07 0 ADD HEMS 2 41,4049 Lt. oso ex nom II FFJG 228/78 .1.I £1/23/00 1070 TECHNOLOGY ORME NOKOMS, F1.34276 P.O. BOX 1629 NOKOMB. n. 34S/4 .082 L1.060 I.F. FRAME JAMB #4141,6083 -TO OEt PARTS LIST 41 I.F. FRAME HEAD 04139, 6083 -T6 3.162 111111!1, (+ -2710 42 .F. FRAME SILL #4140.8083 -T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT beNediakk HR710 I NTS I B Q 11 ID.*** 412 7-10 I E P.E918705 L -2.710 1 O FLANGE FRAME HEAD #4102A, 8083 -T6 -III- -.082 .490 Tk•- 1.451 --.4 O SASH STOP #4025, 608375 L-1.349.-1 21 SASH TOP 8 BOTTOM RAIL #4133,6083T5 —483 1.o98 I —6-47 O GLAZING BEAD, 5116° 640448,6063 -T5 (USED W/ GRILL KIT) 1.122 3.1 O FLANGE FRAME SILL #4136,76 7 46 O HORIZ. ROLLER TRACK 04131, 6063-T6 —.-{ 1.081 I+-- 32 SASH MTG. RAIL 37 SASH SIDE RAIL #4008D, X63 T5 04128, 6083 -15 ,—.080 .450 lid, .678 toss —1-.--► I T 1.115���"""��� T O GLAZING BEAD 7/16° #4222A 608345 O GLAZING BEAD, 7/16" (ED �09885, �0G6� T5 1.187 82 O FRAME SILL ADAPTER #4137, 608346 1.187 1-.1.403* 17 FIXED MEETING RAIL #40848, 80831 -T6 59 .513 -� .738 SASH STOP COVER #4053, 6063 -T5 .082 13 FLANGE FRAME JAMB #4002A, 6063 -16 x-.080 .678 1.098-1 ' 1 GLAZING , 6/16" #403915, 608345 .080 1r- ►I 1.097 GLAZING BEAD, 13/16" #4087,6083 -T5 J..L B J.R. JC oda 7Hf WW1 � 1t07 E 0 pedibe" 0 mamma MA SWEET HO CHANGE 7FBBSHEET NO CHANGE THIS SKEET Parrnei beg FJC 22808 Doke J.J. 92308 1070 7EGHNOLOOY ORNS N11KOM63, PL012B P.0.130( 1821 NOKOh00• FL 34374 Vtdbb EXTRUSIONS ALUM HORIZONTAL ROLLER WINDOW, IMPACT rvmo / I7 11 I "4127- -10 E �,1luuirrrii „\‘‘‘,01 LYNN Mq ;�iii� * No. 58705 ;* OF `TA mow: BTA A. P.EJ IU EO LYNN M P.E 66708 trz ANCHOR QUANTITIES, XOX (114-112 -1/4) WINDOWS TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE > & SUBSTRATE 2,3, WOOD ZONES 2, OONC ZONES 1. COIF ZONES 2,3, WOOD ZOIsES 2. COLS ZONES 1, CONC ZONES WINDOW SIZE Mt Y kI rn HEAD & SILL HEAD & SILL HEAD & SILL m IEAD & SLL HEAD & SILL HEAD & SILL 53.125x 38.375 48.000 80.825 54.00 60.000 83.000 1 +02 +1+02+1 2 1 +02 +1 +02+1 2 1 +02+1 +C2 +1 2 1+02+1+02+1 2 1+032+1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 3 1 +132 +1 +02+1 3 1 +02+1 +02+1 3 1 +132 +1+02 +1 3 1 +02 +1+02+1 3 1+02+14-C2+1 1 +02+1 +02+.1 3 1 +02+1 +C2+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1+02+1 3 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+140x+1 3 1 +02 +1 +02+1 3 1 +(2 +1 +02+1 3 1 +02+1+02+1 3 1+02 +1 +132+1 3 1 +132+1 +02+1 3 1 +02+1 +02+1 3 1 +132+1 +02+1 3 1 +02+1 +132+1 3 1 +(2+1+02+1 3 1 +02+1 +132+1 3 1+(x +1 +02+1 3 1+02+1 +02+1 1+02 +1 +02 +1 3 1+02 +1 +(2+1 3 1 +133+1+0 +1 3 60.00x 38.375 48.000 50.825 54.000 60.000 83.000 1 +02 +1+02 +1 2 1 +02+1 +C2+1 2 1+02+1 +02+1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1+(2+2+02+1 2 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +C2+1 3 1 +02+1+02 +1 3 1 +02 +1 +132 +1 3 1 +02+2+0.2+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1+02+1 3 1+C2+2+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +132 +1 3 1+02+2+(2 +1 1+02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1+C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +0+2+03+1 3 1+02+1 +02+1 3 1+01+1 +02+1 3 1 +02+1 +132 +1 3 1 +02+1+02 +1 3 1 +0`2+1 +02+1 1 +03+2+03+1 3 74.000x 38.375 48.000 0.825 54.000 0.00 83.000 1 +02+2+02+1 2 1 +(2+1 +02+1 2 1 +02+2+02 +1 2 1 +02+2+02+1 2 1 +02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 3 1+02+1+02 +1 3 1 +132 +2+(2+1 3 1 +02+2+02 +1 3 1 +02 +2402 +1 3 1 +02+2+02+1 3 1+02 +2+01 +1 3 1+02+1 +0x +1 3 1 +132+2+0x+1 3 1+02 +2+12+1 3 1 +02+2 +02+1 3 1 +02 +2+0+1 3 1 +02+2+02+1 3 1 +02+1+02+1 3 1 +02+2+32+1 3 1+02 +2+02 +1 3 1+02 +2+02+1 3 1 +C3+2+03+1 3 1 +02+2+02+1 3 1 +02+1 +02+1 3 1 +02+2 +02 +1 3 1+02 +2 +02+1 3 1 +(2+2+02+1 3 1 +03+2+0+1 3 1 +02+2+(2 +1 3 1 +02 +1 +02+1 3 1 +133 +2+03+1 3 1 +03+2+0+1 3 1 +02+2+02+1 3 1 +03+2+0+1 3 84.00x 38.376 48.000 50.628 84.00 60.00 63.60 1+02 +2+02+1 2 1 +02+2+02+1 2 1 +C2+2K� +1 2 1 +02+2+02+1 2 1 +02+2+02+1 2 1+0+3+(2+1 2 1+02+2+02+1 3 1+02 +2+(2+1 3 1 +02+2+02+1 3 1 +02 +2+02+1 3 1 +02+2+02+1 3 1 +03 +3+03+1 3 1 +02+2+02+1 3 1 +(2+2+0x+1 3 1 +02 +2+02 +1 3 1 +02+2 +12+1 3 1 +02 +2+12+1 3 1 +03+3+03+1 3 1 +02+2+02 +1 3 1+02 +2+02+1 3 1 +02+2+c2+1 3 1+02 +2+02 +1 3 1 +02+2+02+1 3 1+04+3+04+1 3 1+02+2Kx+1 3 1 +02+2+1:2+1 3 1 +0+2+0+1 3 1+433 +2+03 +1 3 1 +02+2+02+1 3 1 +134 +3+04 +1 3 1+02 +2+02 +1 3 1 +02 +2+12+1 3 1 +03+2+0 +1 3 1 +03+2+03+1 3 1 +02+2+02 +1 3 1 +04+.3+04+1 3 108.375 x 38.376 48.00 50.825 64.00 60.E 83.E 1+02+2+02+1 2 1 +(x+2+01±1 2 1 +0x+3+02 +1 2 1 +0.2+3+02 +1 2 1 +02+3+(x+1 2 1 +(2+4 +02+1 2 1 +C2+3M2+1 3 1 +02+2+02+1 3 1 +03+3+0+1 3 1 +0+3+0+1 3 1 +02+34132+1 3 1+03+4+03+1 3 1 +02+3+(2+1 3 1 +02+2 +02+1 3 1+433+3+133+1 3 1 +0+3+03+1 1 +0+3+03+1 3 1 +02 +2+02+1 3 1+03+3+03+1 3 1 +(x+2+(2+1 3 1 +03+3+0+1 1 +04 +3+04 +1 3 3 1 +03+3+0+1 1 +04 +3+04 +1 3 3 4 1 +0+3+03+1 1 +0+3+03+1 3 3 1+0 +4+0 +1 1 +04+4+04 +1 1+03+3+03+1 3 1+04 +4+04 +1 3 3 3 1+03+3+03+1 3 1+02 +2+02+1 3 1 +04+3+04 +1 3 1+04+3+04+1 4 1+04+3+04+1 3 111.00 x 38.375 48.000 50.828 54.000 0.00 83.00 1+132 +3 +0.2+1 2 1+02 +2+02+1 2 1 +02+3+02+1 3 1+02+2+(2 +1 3 1 +(2+3+{2+1 1 +0+3+0x+1 2 3 1 +132 +3+12+1 1 +03+3+03+1 3 1+02+3+02+1 2 1 +08+4 +08+1 1 +02+4+02+1 3 2 3 1 +032 +3+02+1 3 1+0+4+03+1 3 1+02 +3+02+1 3 1 +02+2+02+1 3 1+0+3+0+1 3 1 +03+3+03+1 3 1 +03 +3+0+1 3 1 +03+4+03+1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +0x+3+01+1 3 1 +0+3+0#1 3 1+03+3+03+1 3 1 +04+4 +04 +1 3 1+0 +3+0+1 3 1 +02+2+02+1 3 1+04 +3+04+1 3 1+04 +3 +01+1 4 1+0#3+03 +1 3 1+04 +4+04+1 3 +0+3+0+1 3 1+t2 +2+0+1 3 1+04 +3+C4+1 1+04 +3+04 +1 1+04 +3+04+1 3 1+435+4+0$ +1 4 JJ 40417411 E NO CHANGE THIS SHEET wanBy Ode JR, 881341 0 AODIDO CAP TOSETEMPERED +SOFTNOTE x&37 D Corder FJC. UPDA7FTABLE SELECT VALUES 01 'TOANC HORCAP.AAL eu® Odn Meredile eo4° FJ6 28488 J.J. 48848 ep 1070 TECHNOLOGY DRFVE NOI00003, R 34278 P.Q. BOX 1620 NOXOBS, R 34274 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2.1/4° ELCO 884 CRETE -FLEX 3 -1312 STEEL SCREWS (06) 2. GLASS TYPES: A. 6418° LAMI - (1/8" A,.090,1/8° A) B. 5/16° LAMI - (1/8" A,.090,1/8" HS) C. 5/18° LAMI - (1/8° HS,.000,1/8' HS) D. 7 /18° LAMI - (3/16"A,.090.3/16" A) E. 7/16° LAMI - (3/18° A,.090, 3/16" HS) F. 7/16° LAMI - (3/16° H3,.1, 3116° H8) 0.13116" LAMI 10 - 1/8" OR 3/16° A (MIN.), 5/16° OR 3/8° SPACE, W16° LAMI . (118° A,.090,1/8"A) H. 13/16" LAM110 - 1/8" OR 3/16° A (MIN.), 6/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) t. 13/16' LAMI 10 -1/8° OR 3/16° A (MIN.), 5416° OR 318" SPACE, W16" LAMI - (1/8" HS,.000,1/8" 118) J. 13/16" LAMI Ki - 1/8" OR 3118° A (MIN.), 3/18° OR 1/4° SPACE, 7/160 LAMI - (3/16° A,.00, 3116° A) K 13/16" LAMI 10 - 1/8" OR 3/18° A (MIN.), 3/16° OR 114° SPACE, 7118° LAMI - (3118" A,.00, 3/18" HS) L 13/16° LAMI 10 -1/8" OR 3/18" A (MIN.), 3/16" OR 1/4° SPADE, 7/16° LAMI - (3/16°° HS,.000, 3/16° HS) 0 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 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 1/2° MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 3/4" MAX. FROM CORNERS. JAMBS: 9' MAX FROM CORNED AND 22 1/2" MAX O.C. TABLE KEY: Q X I1 +03+4+03+11 3 1.....-ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLEB (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 26 3/4" max. --+-11-.-3° MIN. 141 1 4 1 1 141 4 1T' REF. X O X r MTG. RAIL, TM.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 1 9° REF. 26 3/4° MAX. 142" TYP. 1-e-3" MIN. 1 1111 1 4 1 I 1I41 1 X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS TANCHORAGE SPACING, XOX (1/4 -1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ho* ,Bettor 76x740 _ NTS 18 d 11 I da8afa4127 -10 l E 41111TH,,, *■‘`IONY LYNN , /*/. : No. 58705 * ' ,'A' A sx i%3, : A LT+®41MfU.ER RE P.E.@ 06700 ANCHOR QUANTITIES, XOX (113.1/3 -113) WINDOWS TABLE 6 GLASS TYPES A,B,G.H GLASS TYPES C,D,E,F, ,J,K, L ANCHOR TYPE> & SUBSTRATE 2,3, WOOD 2. CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES =MEI ZONES WINDOW SIZE W v i1 48.000x 33.378 48.00E 50.525 54.000 00.000 83.000 HEAD & SILL HEAD 8 S81 HEAD & SI11 1 HEAD& SILL HEAD & SILL HEAD & SILL 1 +C2 +1 +32+1 2 1 +00 +1+32 +1 2 1 +00+1 +C2 +1 2 1400 +1+02+1 2 1+02+1 +02 +1 2 1 +00 +1+32+1 2 1 +C2 +1 +02 +1 3 1 +00+1 +00 +1 3 1 +C2+1+C2+1 3 1 +02 +1 +32+1 3 1 +00+1 +02+1 3 1 +00+1 +32+1 3 1 +C2 +1 +02+1 3 1+C2+1+C2 +1 3 1402 +1 +32+1 3 1 +02 +1 +C2 +1 3 1 +02+1 +32+1 3 1+32 +1 +00+1 3 1+02 +1 +432 +1 3 1 +02+1+32 +1 3 1 +02+1 +C2 +1 3 1+00 +1 +32+1 3 1+32 +1402 +1 3 1 +00 +1+C2+1 3 1 +00+1+32 +1 3 1 +C2 +1 +32+1 3 1 +C2 +1 +00+1 3 1 +C2 +1 +02+1 3 1 +00+1+00 +1 3 1 +32+1+32+1 1 +32+1 +C2 +1 3 1 +00+1+02 +1 3 1 +02+1 +02+1 3 1+00 +1+02 +1 3 1+02 +1432 +1 3 1+03+1+03+1 3 53.125 x 38.375 48.000 50.825 84.000 80.000 83.000 80.000x 38.376 48.E 00.828 54.000 80.000 63000 1+32 +1 +00+1 2 1 +02+1+02+1 2 1+02+1 +02 +1 2 1+32 +1 +C2+1 2 1 +02 +1 +02 +1 2 1 +02 +1+02+1 1 +02+1+02 +1 3 1+02+1 +02+1 3 1 +02 +1+02 +1 3 1 +00 +1 +00 +1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1+02 +1 +02+1 3 1+32 +1+02 +1 3 1 +00+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +00 +1 3 1+32 +1+02+1 3 1 +(2 +1+32 +1 3 1+02 +1+02 +1 3 1 +(2 +1 +C2 +1 3 1 +00 +1 +02+1 3 1+02+1 +02 +1 3 1+00 +1 +C2 +1 3 1 +C2+1 +32+1 3 1+32 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1+(2+1 3 1 +02+1 +02+1 3 1+03+1+03+1 3 1+02+1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 2 1 +00 +1 +32+1 2 1+02 +1 +02+1 2 1 +02+1+(2+1 1 +32+1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 2 1 +02+1+02 +1 2 1+02+1 +02+1 2 1+02+1+2 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1 +32+1 +02 +1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +02 +1 +02+1 3 1+02 +1+02+1 3 1 +(2+1+00+1 3 1 +C2+1 +02+1 3 1 +02+1 +00+1 3 1+00 +1 +02+1 3 1 +00 +14(x+1 3 1 +02+1+02 +1 3 1+32 +1 +C2 +1 3 1 +32+1 +02+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +02+1+02 +1 3 1+(2+1 +32+1 3 1 +00 +1 +02+1 3 1+00+1+32+1 3 1 +00+1+02+1 3 1+03+1 +0x+1 1 +00 +1 +02+1 3 1 +00 +1+32+1 3 1+(2+1+02 +1 3 1+03+1+33+1 3 1+32+1+02+1 8 1+33+1+33 +1 88.000 x 38.375 48.000 60626 54.000 00.000 83.000 1 +00 +1+0x+1 2 1 +02 +1 +02+1 2 1+32 +1 +02 +1 2 1+32 +1 +32+1 2 1 +02+1+00 +1 2 1 +00 +1 +02+1 2 1 +(2+1+(2 +1 3 1+32 +1+02 +1 3 1 +02 +1+02+1 3 1 +(2 +1 +00 +1 3 1 +02+1 +0x +1 3 1+32 +1 +32+1 3 1 +02 +1 +32+1 3 1+02 +1 +32+1 3 1 +00 +1 +02 +1 3 1 +02+1 +00 +1 3 1+02+1 +32+1 3 1+03+1+03+1 3 1+02+1+32+1 3 1 +02 +1 +00 +1 3 1 +0241 +02 +1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 1 +03+1+03+1 3 1 +00 +1 +00 +1 3 1 +02+1 +32+1 3 1+02+1 +02+1 3 1+33+1+33+1 3 1+02 +1+02+1 3 1 +02+1 +33+1 3 1 +00+1 +0x+1 3 1+32 +1 +02 +1 3 1+03+1 +03+1 3 1+03+1+02+1 3 14(x+1+00+1 3 1+03+1 +03+1 3 74.000 x 38.376 48.000 50.826 54.000 80.000 83.000 1 +02 +1+02+1 2 1 +02 +1 +C2 +1 2 1+32+1+02 +1 2 1+02+1 +02+1 2 1+02 +1 +02+1 2 1+02 +1 +02 +1 2 1 +00 +1+32+1 3 1 +(2 +1 +00+1 3 1+32+1 +02 +1 3 1 +02 +1•02+1 3 1+02+1 +32+1 3 1+03+1 +03+1 3 1 +02+1+02 +1 3 1 +32+1 +02 +1 3 1+02 +1+32 +1 3 1 +02+1+32 +1 3 1 +02+1 +32+1 1 +03+1+03 +1 3 1+02+1+32+1 3 1+32 +1 +02 +1 3 1 +02+1 +02+1 3 1 +00+1 +0x+1 3 1+02+1+02+1 3 1 +03+1 +33+1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1 +03 +1 +33+1 3 1 +33+1+33+1 3 1+02+1 +00 +1 3 1 +03+1+03+1 3 1 +02+1 +32+1 3 1 +00+1 +0x+1 3 1+03 +1 +03+1 3 1 +33+1+33+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 84.000x 33.375 48.000 80.828 54.000 00.000 53.000 1 +32+1 +32+1 2 1432 +1 +00 +1 2 1+02+1 +02+1 2 1 +C2 +1+32+1 3 1+02+1+02 +1 2 1 +00 +1+02+1 2 1 +02+1+(2+1 3 1 +02+1 +02 +1 3 9+32+1 +02+1 3 1 +02 +1+02+1 3. 1+02 +1+02 +1 3 3 1 +02+1+32+1 3 0=41+02+1 3 1+02+1+02 +1 3 1 +02+1+02+1 3 1+00+1+32+1 3 3 1 +C2+1 +32+1 3 1+02 +1+022 +1 3 1+03+1 +03+1 3 1 +03+1+33+1 3 1+32 +1+32+1 3 3 1+02 +1+02+1 3 1 +01+1+00 +1 3 1+03+1 +03+1 3 1 +03+1+33+1 4 1 +03+1 +33+1 3 3 1+C3+1 +38+1 00.437 x 38.370 48.000 50.825 84.000 60.000 63.000 1 +02 +1 +32+1 3 2 1+00 +1+22 +1 3 1+32 +1 +02 +1 2 1 +03+1 +03+1 1+02+1 +02 +1 3 2 1 +03+1 +33+1 1 +02 +1+02+1 4 3 1+03+1+03+1 1+02+1 +32+1 3 2 4 2 1 +02+1 +02+1 3 1 +02+1 +Cx +1 3 1+32+1 +02 +1 3 1 +02 +1 +02+1 3 1+32+1+12 +1 3 3 1 +(2+1+02+1 3 1+00+1 +02 +1 3 1+32+1 +00 +1 3 1 +02+1 +00+1 3 1+02+1+32 +1 3 1+00 +1+02+1 3 1+32 +1 +00+1 3 1+33+1 +00+1 3 1 +03+1+33+1 3 1+32 +1 +(2 +1 3 3 1 +02 +1 +C2 +1 3 1+0+1+1x+1 3 1+03+1 +03 +1 3 1+33+1+33+1 4 1 +02+1 +03+1 3 4 1 +03+1 +33+1 3 1+32 +1+02+1 3 1 +33+1 +03+1 3 1 +03+1+03+1 4 1+03 +1 +03+1 3 4 NOTES: 1. ANCHOR TYPES: 1 - ELCO TAPCONS 2 -11r ELM SS4 CRETE-FLEX 3 -412 STF-EL SCREWS (05) 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G L. SHALL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. VVINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIMS NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 10 1/r MAX ot4 EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX. FROM CORNERS JAMBS: 9° MAX. FROM CORNEFLS AND 22 1/2" MAX. 0.C. TABLE KEY: 11+103+1+C3+.11 3 1-+--ANCHQR QUANTITY PER JAMB 1 Er REF. X HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHOFtS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHOFtS TOTAL AT HEAD AND SILL (3° MIN. 0.0. ANCHOR SPACING) MIN 1 141 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) Fr REF. 1811 1111 1 rt4TG. RAIL, EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS gadtBs J.4 vrlv 10007/11 E NO CHANCE TM SHEET O+,s06p JJi aaa ODOM 0 ADDED 110 GIP 70711E TEMPERED +SO TNOTE 16,00130 FJC Oahe 4/1&07 Rsdabra C UPDATE nu/Lea SELECT VALVES DUE TO APICHOR CAP. AL 1 L Gn pJc tkre asoh06¢ 8/1308 0707EC81NOLOOYDRIVE NOXOA®S. FL 30176 P.O. 69X 1626 NOKOMIS. FL 34174 c; ANCHORAGE SF'ACING, XOX (1/34/3-1/3) ALUM HORIZONTAL ROLLER WINDOVV, IMPACT W8411 4129=10 IL, PRODISCTREVLSED us complyktgwhh dm Molds Bizadiss Cork AoceprovoNo No. 58705 A. LYNN Miffl. P.E ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B4O,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE> 2,3, WOOD 2, CONC & SUBSTRATE 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW i SIZE X46- co 1D g g a3 ; 43 37.000 x 38.375 1 +C2+1 2 1 +02+1 2 1 +02+1 2 1 +C2+1 2 1 +02 +1 2 1 +02+1 2 48.000 1+02+1 3 1 +C2 +1 3 1 +02 +1 3 1 +02+1 3 1+02+1 3 1+C2 +1 3 60.625 1+02 +1 3 1 +02+1 3 1 +02 +1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 54.000 1 +02+1 3 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1+02 +1 3 1+02+1 3 60.000 1+02+1 3 1+02 +1 3 1 +C3+1 3 1 +02+1 3 1+02 +1 3 1 +03+1 3 63.000 1 +02+1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 48.000 x 38.375 1+C2 +1 2 1 +02+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 2 1 +02 +1 2 48.000 1 +02+1 3 1 +02 +1 3 1 +02 +1 3 1 +02+1 3 1 +C2 +1 3 1 +02 +1 3 50.626 1+02+1 3 1 +02+1 3 1 +03+1 3 1+02 +1 3 1 +02 +1 3 1 +C3 +1 64.000 1+02 +1 3 1 +02 +1 3 1 +03+1 3 1+C2+1 3 1 +02+1 3 1 +03+1 3 80.000 1 +03+1 3 1+C2 +1 3 1 +03+1 3 1 +03+1 3 1+C2+1 3 1 +03 +1 3 83.000 1 +03+1 3 1 +C2+1 3 1+03+1 3 1+03 +1 3 1 +02+1 3 63.125 x 38.375 1 +02+1 2 1+02 +1 2 1 +02+1 2 1+02 +1 2 1+02 +1 1 +02+1 3 1+02+1 3 1 +03+1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 1+03+1 3 1+02 +1 3 1 +03+1 3 1 +02+1 3 1 +03+1 3 1+03 +1 3 1 +03+1 4 1 +02+1 3 1+03+1 3 1 +03+1 4 1+03+1 4 1 +03+1 3 1+04 +1 3 1 +03 +1 4 1 +02+1 3 1 +C2+1 2 2 +C2 +2 2 1 +C2 +1 3 1 +02+1 3 1 +02+1 3 2 +03+2 3 1 +02+1 3 1 +03+1 3 1 +02+1 3 2+03+2 3 1.03 +1 3 1+03 +1 4 1 +02+1 3 2+03 +2 3 1 +03+1 4 1 +03+1 4 1 +03+1 3 2 +04+2 4 1 +03+1 4 1 +03+1 4 1 +03+1 3 2+04 +2 4 1 +03+1 4 2 +02+2 3 1 +02+1 2 2+02+2 3 2+02 +2 3 2+02+2 4 1 +02+1 3 2+03 +2 3 2 +02 +2 4 48.000 50.625 64.000 60.000 83.000 60.000 x 38.376 48.000 50.626 54.000 60.000 63.000 66:000 x 38.376 48.000 50.625 64.000 60.000 63.000 2 1 +03 +1 1 +02 +1 3 2 1 +02 +1 3 1 +03+1 1+C2+1 3 1+03+1 1 +02 +1 3 1 +03+1 1 +02+1 3 1 +03+1 3 1 +03+1 3 1 +C4 +1 3 1+02 +1 2 2 +C2+2 2 1+02 +1 3 2+03+2 3 1 +02+1 3 2+03+2 3 1 +02+1 3 2 +03+2 3 1 +03+1 3 2+04 +2 4 1 +03+1 3 2+0.4 +2 4 1 +02+1 2 +02+2 3 2+03+2 4 1 +032 +1 3 2+03+2 3 2+03 +2 4 2+03+2 4 1 +02+1 3 2+03+2 4 2 +03+2 4 2 +03+2 4 1 +03 +1 3 2 +04 +2 4 2+03 +2 4 1 +03+1 4 1 +03+1 3 2+04 +2 4 2+C3+2 4 74.000 x 38.376 2+02 +2 3 2 +02+2 2 2 +02+2 3 2+02 +2 3 2+02 +2 1+02 +1 1 +02+1 1 +02+1 3 3 3 2+03+2 2 +03+2 2+03+2 3 3 4 1 +03+1 3 2+04 +2 4 1 +03+1 3 2+04+2 4 2 2+02+2 3 48.000 2+03+2 4 2 +02+2 3 2+C3 +2 4 2+03+2 4 2+02+2 3 2+03+2 4 60.625 2+03+2 4 2+C2+2 3 2+C3+2 4 2+03+2 4 2 +02 +2 3 2 +03+2 4 54.000 2+03+2 4 2 +03+2 3 2 +04+2 4 2 +03+2 4 2+03+2 3 2+04 +2 60.000 2 +03+2 4 1 +C3 +1 3 2 +034 +2 4 2 +03+2 5 2+03+2 3 2+04 +2 63.000 2+03+2 4 1 +03+1 3 2+04+2 4 2+04 +2 5 2 +03+2 mil. ate 11/17111 2+04 +2 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO 334 CRETE -FLEX 3 - #12 STEEL SCREWS (08) 2. GLASS TYPES: A 8/18" LAMA - (1/8° A .090,1/8" A) B. 5/18" LAMI - (1/8°A,.090, 118° HS) C. 5/18° LAMI - (1/8" H$.090, 1/3" HS) D. 7/18° LAMS - (3/18" A,.090, 3118" A) E. 7 /18° LAMI - (3/18" 31'18° iii) F. 7/18° LAMI - (3/18" HS,.000, 3/18" HS) G.13/16" LAMI 10 - 1/8" OR 3118° A (MIN.), 5/18° OR 318" SPACE, 5/18" LAMI -(118° A,.090, 1/8" A) H. 13/18° LAMI IG -118° OR 3/16°A (MIN.). 6/18" OR 3/8" SPACE, 5/18° LAMS - (1/8" A,.080,1/8° H8) I. 13/18" LAMI IG -1/8" OR 3116" A (MIN.), 5/18° OR 3/8° SPACE, 5/18° LAMI - (1/8" HS,.090,1/8° HS) J. 13/18° LAMI IG - 1/8° OR 3/18° A (MAN.). 3/18" OR 1/4" SPACE, 7 /18" LAMI - (3116" A,.090, 3/16" A) K. 13/16° LAMI 10 -1/3" OR 3/18° A (MIN.), 3/16° OR 1/4° SPACE 7 /18° LAMI - (3/16"A,.090, 3/16" HS) L 13/18° LAMA K3 -118° OR 3/18° A (MAN.), 3/18" OR 1/4° SPACE, 7 /18° LAMI - (3/18" HS,.090, 3116" HS) 0 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 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 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: V MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 0 ANCHOR QUANTITY PER JAMB HEAD AND SILLANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 18 3/4" MAX �•�- .L_ -- -r•) 3. mu 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) I 18 3/4" MAX 1/2" TYP (f3° MIN. 9"REF. - -- i MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS E NO CHANGE THIS SHEET RisedByt 7/8 F.K CROIMIN F.K. Min WM11 am" 4115107 NAN 2 a D a ADDED KI CAP TOSETEMPERED 430 TN07E epode H AIE # TOO , 8 88ECT VALUES DUE 'MAMMA MAW a I 1o7OOTECHNOLOGY WOE OMIS, FL 34278 P.O. B9X 18ZQ NOKOWS. FL94274 PT ANCHORAGE SPACING, OX AND X0 WINDOWS -„3- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT salaam itoir 10 d 11 I°-�`�4127 -10 I E Dater ���s41 V 1411112,2'�i� ‘+k� NicENsFMi��� ,' * No. 58705 a- STA 4." (VW: '' A LYM1 M1LLEti, P.E ` P.E.63BTOE MIN. 3.4 K31 r CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4° MIN. ED. TYP. NOTE 1 MAX. SHIM NOTES: 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4° ELCO NOTE 3 13/6" TAPCONS EMBEDED 13/8° MIN. OR 1/4° 334 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4° MAX. ---► SHIM .. 1 313° MIN. r 2x WOOD BUCK, NOTE 3 -1 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4' MAX. SHIM —1 CONCRETE ANCHOR, NOTE 1 /4 MAX. SHIM 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS • ••NOOTTE1 • 1/4° X. SHMAIM 1 114° MIN. (1.6 KSI CMU) OR PER NOTE 1 (3.4 1(31 CONCRETE) 2. FOR WOOD APPLICATIONS IN MIAMI•DADE COUNTY, USE 412 STEEL SCREWS (GS) OR we SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 13 LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD 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 AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 1/6° 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 #12 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. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 , 13/4° Y. MIN. E.D EXTERIOR INTERIOR (H E3& SILL DETAILS A, B, C, o. & H) INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 1 314• MIN E.D. TYP MIN. 3.4KSI . ••� • . . . ; • 2x WOOD BUCK, DETAIL D NOTE 3 CONCRETE DETAIL C TYPICAL FLANGE FRAME SILL SECTIONS 0 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H &I. SEE NAILING PRODUCT REVISED es pI� with the FlmMa Mangano No " I� DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS u. beta 1017111 Rengsban E NO CHANGE TH/S SHEET a�` F.1L Oc.m,* F.K ara 1 4H8107 2/2&08 xmtim D C ND CHANGE THISSHEET cind.rep aft J.J. swim 10907ECwiOLOOY DRIVE NOICOMIS. FL 34215 P.0.139( 1529 NOKOMIS. FL34214 Visibly Dauer ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT tia MeMble HMO I Had 11 s 11 1� 4127° -40 I E 111111g, 1 `\`SONLYNN W ``Q` . • * No. 58705 ' -7▪ 3 sTA t� . S e '/ / /;;)-/OV)A�L��%�% `‘ A. LYPN tILW . P.E. REI WE DEPARTMENT OF PERMITTING, ENVIRONMENT, _AND .REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION= NOTICE OF ACCEPTANCE (N9A) PGT Industries 1070 Technology Drive Nokomis, F134275 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 testal 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 descn`bed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA-740" Aluminum Casement Window -714.M. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17 /02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, 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. MISSILE IMPACT RATING: Large Missile 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 phases 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 No. 08-0117.11 and consists of this page 1, evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascoli, 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.ndanddade.govinera/ NOA Nos 11- 1110.18 Expiration Date: May 22,2013 Approval Date: February 09,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections.. (Submitted under previous NOA No. 05- 1129.11 and 03- 0611.02) 2. Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17 /02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) iTniform 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 2. along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL --4607 and FTL -4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. ( Submitted under previous NOA No. 05-1129.11) 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 and TAS 202-94 along with marked -up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FM-3729, FTL- 3587, FTL -3582 and FTL- -3580, dated 02128/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and R • ry Affairs (PERA) E--1 • Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 12/1 1/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. F+ STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29 /11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and ' - sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. (Submitted ruder previous NOA No. 08- 0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL -4607 and FTL-4608, issued by Fenestration Testing Laboratory, Inc., dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL -3729, FTL -3587, FTL -3582 and FTL -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) G. OTHERS 1. Notice of Acceptance No. 08-0117.11, issued to PGT Industries for their Series "CA 740 Aluminum Casement Window - L.M.I." approved on 05/15/08 and expiring on 05/22/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11- 1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. W16° LAMINATED GLASS COMPRISED OF (1) LITE OF 118° ANNEALED GLASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT P1B. B. 5/16' LAMINATED GLASS COMPRISED OF (2) DIES OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF o ® Q SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/18° LAMINATED GLASS COMPRISED OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/18° 1.G. GLASS COMPRISED OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 818° LAMINATED COMPONENT WITH A 318' AIR SPACE W16° LAMINATED GLASS COMPRISED OF (2) UTES OF 118° HEAT STRENGTHENED GLASS WITH AN .080 SOLUTIA OR DUPONT PVB INTERLAYER. ®F. 1318° I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/18° LAMINATED COMPONENT WITH AN AIR SPACE. 7118° LAMINATED GLASS COMPRISED OF (1) LITE OF 316' ANNEALED GLASS AND (1) UTE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 13/16°113. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7116' LAMINATED COMPONENT WITH AN AIR SPACE. 718° LAMINATED GLASS COMPRISED OF (2) UTES OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTA OR DUPONT PVB INTERLAYER IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.A 2. CONFIGURATIONS: E, ZQ(, XO ,M NA AND O CONFIGURATIONS OPTIONS HRH 4 A A Q4I} x Q QIx A 0 i4 UNEQUALLRES Q Ix UNEQUAL LITES 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98. B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE 114 MIAMI -DADE COUNTY. D. FOR 'X' CONFIGURATIONS SEE SHEET 5. E. FOR '90C° CONFIGURATIONS SEE SHEET 8. F. FOR 444 °XOX° & °O' CONFIGURATIONS SEE SHEET 7. G. FOR 144 9COXC & %GO' woe CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE 9(OX 'XO° & 'OX' (JONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4° FROM CORNERS MAX 4° & 7' ON EACH SIDE OF MEETING RAILS MAX. 141/2' SPRING ON VENTS MAX. 13° SPACING ON FIXED UTES (2) ANCHORS 3' APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX 4° FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3' APART AT MID-SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 114° TAPCONS OR 1/4° SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 6 THROUGH 9. SEE SHEETS 6 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH 612 SCREWS. 6. SHUTTER REQUIREMENT: NONE REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL-3580, FTL- 3582, FTL -3587, FTL3729, FTL4807 AND FTL•4008. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 6-9 SECTIONS ..» 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE. 1,3,4,13 • PRODUCT RENNIN wbadmNod&s No I r aimed*: arts _ PX MOM C NO ORANGE 7MEE18?ET ux Px D °= ADD 77A"'H, GAMS TyPESF AND a RaVIE16 ANCHORAGE ter° soar Roil= tEl➢AMI E er. � 7BCE0+0C DEaMNG 487RW,E mFJG 12,17/82 MONONA FL 116118 P.O. BQX fen NOTES AND TABLE OFCONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Cwt I NTS F 1 or 13 16"*". 7046$ I E t�20/3 8 %S�DSyM LYNN q.�4�� �yCENSFM'•' :EA *: • No. 58705 �� • a STATE OF ;fr���S�ONAL '' A L7tli�i; a� P.EBb47O A 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER O —y 13116° 1 — 1/8° HEAT STRENGTHENED GLASS .85° NOM. GLASS BITE 32 O 5/18° LAMINATED GLAZING DETAIL 30 31 3/8° AIR SPACE 1/8° HEAT STRtNGTHENED A OR TEMPERED GLASS 6/18° LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA DUPONT .090 PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED +— 3/18° HEAT GLASS STRENGTHENED -�1r- GLASS .65° NOM. GLASS BITE 7/18" LAMINATED GLAZING DETAIL ®0 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR PACE 118° ANNEAL ° OR ® TEMPERED a LASS 13/18" 13/18° I.G. W/ 5118° LAMI GLAZING DETAIL IN MIAMI -DADE ANY 10 UNIT A INSTALLED OVER 30" MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE 13/16° I.G. WI 7/18° LAMI GLAZING DETAIL "VEOLKTICT REVISED as caniplying willies Marla MMus Coda ND Itimans FUG MOOR Refikast 0 NO CHANOE 7103 T wows IOC Oita 640101 narrow D ADD mown no. 1011/84AM 8C0/dfb7CTBHP LAS DETAIL .6.L *amigo Nor. B ore°eex Ar RULE: Dart 700001,00Y ORAN NolCOMPA RUM P.C(B�f 1 NOME; R 8W/1 GLATJNG DETAILS ALUMINUM CASEMENT WINDOW, IMPACT °rats* CA-740 NTS12•13I IE A\ sTiaa .f.44 Idde4�d.E.� P.El MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX. WIDTH 53' MAX. DAYUGHT OPENING 30' MAX. IDAYLIGHT-Ph OPENING I LOCATION AT HEAD & SILL OF 1X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 17 MAX. O.C. 74' MAX. WIDTH MAX. DAYUGHT OPENING 4° MAX. 141/2° MAX. O.C. TYP. ELEVATION °B° -')CC" (SEE SHEET 7 FOR PRESSURES) 30' MAX. IDAYUGHT OPENING NOTE °X° PANEL MAY SWUNG IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL TYP. (2)�' 13° MAX. O.C. 1 - -- �i = 4° MAX. 1 -- -- 4° MAX (-°— 13° MAX. O.C. r �--- 6-1-141UT MAX. O.C. VENT HEAD & SILL ONLY 3T' MAX. 60° MAX. FIXED I-- SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION 'A' - °XOX' (SEE SHEETS 7-9 FOR PRESSURES) A 69' MAX. DAYLIGHT OPENING 76' MAX. HEIGHT 69° MAX. DAYLIGHT OPENING 76' MAX. HEIGHT 1 WWI TT1 NKG O ADD HAWN LOCA770NDETALS AiWITW > 6:18/66 fl2W9 x217/02 D qua B CHAN= MAX ft T.70 WAND MAA DLO TO 89* XNEWINI NO MANGE TIM SHEET adoe I A66 P B 1a AJ9471 WIbb & =X" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT cm-rso . I NTS 13 • 13 °�"° 704H I E ‘01111111h, `‘‘‘ VYNN 41/11'i1/ ��•o. 3GENse k p6 58705 o'• 6•44rigi P.EB 65756 i< 4° MAX. 141/2° MAX. O.C. TYP. ELEVATION °B° -')CC" (SEE SHEET 7 FOR PRESSURES) 30' MAX. IDAYUGHT OPENING NOTE °X° PANEL MAY SWUNG IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL TYP. (2)�' 13° MAX. O.C. 1 - -- �i = 4° MAX. 1 -- -- 4° MAX (-°— 13° MAX. O.C. r �--- 6-1-141UT MAX. O.C. VENT HEAD & SILL ONLY 3T' MAX. 60° MAX. FIXED I-- SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION 'A' - °XOX' (SEE SHEETS 7-9 FOR PRESSURES) A 69' MAX. DAYLIGHT OPENING 76' MAX. HEIGHT 69° MAX. DAYLIGHT OPENING 76' MAX. HEIGHT 1 WWI TT1 NKG O ADD HAWN LOCA770NDETALS AiWITW > 6:18/66 fl2W9 x217/02 D qua B CHAN= MAX ft T.70 WAND MAA DLO TO 89* XNEWINI NO MANGE TIM SHEET adoe I A66 P B 1a AJ9471 WIbb & =X" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT cm-rso . I NTS 13 • 13 °�"° 704H I E ‘01111111h, `‘‘‘ VYNN 41/11'i1/ ��•o. 3GENse k p6 58705 o'• 6•44rigi P.EB 65756 DENOTES HINGE LOCATION AT HEAD & SILL OF "X' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14112" MAX O.C. VENT HEAD & SILL ONLY 13° MAX O.C. 4° 37° MAX. WIDTH 30° MAX. DAYUGHT OP : ING 69° MAX. DAYUGHT OPENING 4° MAX SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. 4° 76° MAX. HEIGHT 141/7 MAX. O.C. ELEVATION IT - °X° (SEE SHEET 6 FOR PRESSURES) • 30° MA 63° MAX. OPENING DAYLIGHT OPENING 97° MAX WIDTH SEE MID -SPAN ANCHOR_ DETAIL SHT. 3 TYP. (4) 13° MAX. O.C. 60° MAX WIDTH r---- 53° MAX DAYLIGHT OPENING O ® 69" MAX. DAYLIGHT OPENING 4° MAX f 4" MAX.- DAYLIGHT 78" MAX. HEIGHT 13° MAX O.0 ELEV TION "E" -"O" (SEE SHEET 7 FOR PRESSURES) NOTE: °X' PANEL MAY SWING IN EITHER DIRECTION 1 4° MAX. 69° MAX. DAYLIGHT : OPENING 1 13" MAX O.C. I 37° MAX Ve..NT 60" MAX. FIXED ELEVATION "F° - "XO° & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) PROM= REVISED as complyin with *WWI& Bofictina No ,411111 . Rood* — FX3 ,nay ADDIMW3EDETR3. & HIM LOCATIONNOTES Cllr6WG HT. TO WAND MAI . DLO 703!' mn°�o °rs • Makes maw D. 14201 E FJ6 MOO, .L.L Daft FJC f217M2 NO CHANGE TH T ans nm FJC 10707ECHNOLODY DAVE WM& FL 31573 P.Q Ur!D!B . 7!,, "O', WO' & ;We ELEVATIONS ALUMINUM CASEMENT IMNDOW, IMPACT Daaa I NIS 14 r 13 I4rw 7045-8 I E ‘IttttItll,, • No 5E 06 • w0214, b4. • PJLICIRO COMPARATIVE ANALYSIS TABLE 1. °X° WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5J16° LAMI (1/811A,.090,1/B°HS) B. 5118° LAMI (1/8 °HS,.090,1/8°HS) E. 13/18° LAMI (1/WHS,3/84 SPACE,5 /18° LAMI -W/ 1/8°HS,.090,1/8°HS) "X" WIDTH HEIGHT . 26 31 36 383/8 43 48 505/8 54 57 60 63 BB 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 16118 A -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0-70.0 -90.0 70.0 -90.0 701 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.8 70.0 -88.3 70.0 - 842 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 1(2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83A 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 49.9 69.9 -871 67.8 -662 68.2 - 65.0 65.0 - 83.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 - 88.4 88.4 - 63.9 83.9 -80.0 60.0 -58.5 58.5 - 582 682 - 53.4 53A -51.3 51.3 -49.8 49.8 -48.3 '48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 A - 90.0 70.0 -90.0 70.0 -88.3 70,0 - 81.0 70.0 -71.1 70.0 -81.8 81.8 -58.9 58.9 - 68.1 58.1 - 63.8 63.8 - 50.4 60.4 -47.7 47.7 45.6 45.8 - 43.9 43.9 - 422 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 87.8.70.0_- 84.4 70.0 34 A -75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 - 86.5 65.5 - 57.5 57.5 - 541 64.9 -51.8 51.8 48.6 48A -4132 452 -42.4 42A B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 A -75.0 70.0 75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 422 422 -39.7 39.7 B,E - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 48.4 - 43.5 43.6 -41.1 41.1 -38.6 38.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0_- 75.0 70.0 - 75.0.70.0 -75.0 70.0 TABLE 2. °X° WINDOWS TEST REPORTS: FTL -3580, FTL-3587 GLAZING OPTION: C. 7/1W LAMI (3/1WA,.090,3/1WHS) ALL °X° SIZES UP TO 37° WIDE x 63° HIGH AND ALL "X° SIZES UP TO 32° WIDE x 72° HIGH [90.0 70.0 rinsuervilvisea TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7N8" LAMI (3/1614,.090,3I1WHS) F.13/18" LAMI (1/1PNAIR SPACE, 7/18° LAMI -W/ 3h8 °A,.090,3/161HS) Ay.L °X° SIZES UP TO 37° WIDE x 78° HIGH 1-55.0165.0 X f5 t•tllllliti,,, ."`.1 LYNN � p, .',i,��i `‘\43.1:1 Jc�N.E�'• . ,ti. '.'* * No. 5$ 05 ' % • T8 f ;,o FiOli (�`.�• 0e iS`s /�NA1 -''`` •`• AL ,WLt P.ES Wks 1 FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114°.TAPCONS OR 1/411894 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.B.F. wane FJC au. 7110�L3 arm 0 NO CHANGE711113MEET 1mor rmxug Naxaass reams 0:11211.311124 f67g PRESSURES- X CONF►O. WMNDOWS �„�, FJC ems c nxraflaxaaanofe-raeom+roPt r ALUMINUM CASEMENT WINDOW IMPACT ROXIcletr JA Mfg stemma 1G$Uf1 F Ng MIME MIS SHEET Y44i Beres a,r°e°se a.,° a,.e Ck 40 IJ NT$ 18 s 13 trnvr'• I 7045-8 aa° I E nn EIC RIL Oda 11lt7i02 aa„Res Ma OMPARATNE ANALYSIS TABLE 3. WIDTH "XX° WINDOWS TEST REPORTS: FTL -35821 GLAZING OPTION: A. 5/16" LAMI (V8"A,.090•V8°HS) HEIGHT 26 31 38 - 38 3/8 43 48 50 6/8 54 57 80 63 NEG POS NEG POS NEG POS NEG POS NEG P08 NEG POS NEG POS NEG POS NEG POS NEG NEG POS 37 I A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 43 I A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 I A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 531/8 1 A -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0, -75.0 70.0 -76.0 70.0 -72.1 70.0 -69.5 89.5 -87.5 67.5 57 I A -78.0 70.0 -76.0 70.0 76.0 70.0 60 IA -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 -76.0 70.0 -76.0 70.0 -74.4 70.0 -69.8 69.8 -85.2 65.2 -63.0 83.0 -60.8 80.8 -58.0 58.0 70.0 -75.0 70.0 -88.4 64 I A -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -71.1 70.0 -81.8 68 I A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -85.6 85.5 -67.8 88.4 61.8 67.8' -63.9 63.9 -80.0 80.0 -58.5 68.5 -582 582 -53.4 53.4 -58.9 58.9 -58.1 68.1 -63.8 53.8 -50.4 60.4 -47.7 47.7 X X -54.9 54.9 -51.8 51.8 -48.8 48.6 -452 45.2 -42.4 424 72 I A 74 I A -75.0 -76.0 70.0 -76.0 70.0 70.0 -75.0 70.0 -75.0 -73.7 70.0 -70.4 70.0 -87.9 70.0 87.9 -60.4 -59.0 60.4 59.0 -54.3 54.3 -62.8 52.8 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -49.9 49.9 -48.4 46.4 -43.5 43.6 -41.1• 41.1 -38.8 38.8 TABLE 4. XXU WINDOWS TEST REPORTS: FTL-36132, FTL -3729 GLAZING OPTIONS: B. 6118" LAMI (1/8"HS,.090,1/8"HS) E. 13/16° LAMI (1/81HS,3/8" SPACE,511811 LAMI -W/ 1/8°HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1-75.01 70.0 TABLE 6. %CX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3116118) ALL "XX° SIZES UP TO 74" WIDE x 83" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL-3680, FTL- 4607, FTL GLAZING OPTIONS: C. 7118" LAMI (3/161k.090,3/18"HS) F.13/18" LAMI (1/13"A,AIR SPACE,7/18° LAMI -W/ 3116"A,.090,3118°HS) ALL IOC" SIZES UP TO 74° WIDE x 76" HIGH 1.55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO V4° TAPCONS OR 1/4" S84 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 012 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.S.F. Oda .K oft egeNtS Rubbly 0 ilEVSEANCHOR9 &ADDTA&E916•EIGHTOPTION gnaw dt caw taa nt Dasesx 1'17 Kaftan E NO CHANGE 7f1198FE ET amaaeg. Doha NOKOME, FL 94270 Pa teas Rs'. P TPRESSURES- HO CONFG. WINDOWS - ALUMINUM CASEMENT WINDOW, IMPACT W fr °" wrI4r4 IVY'S I 8 Q13 law"' 7004 IE PRODUCTRIMSBD as Bu d ng Nkddo Acceptance 16 I . (13 ll "z,rs `•• 0 00 \.I LYNN 4f/7", * No. 68705 4;e ONAL E4,,,,, a P Wa 84/4- 12 -1/1 NON° WINDOWS TEST REPORTS: FT43882, FTL-3729, F7t'4807, FT44808 COMPARATIVE ANALYSIS TABLE 6. GLAZING OPTIONS: A. OHS' LAMA (1/8%1..090.12148) B. 6/18' LAMI (1/8°F18 »090.18°113) C. 7/18' LAMI (3/18'A..090.3118'H8) E. 13118' LAMI (18943.318' SPACE.0116 LAMI -W/ 1189H8..090.118`HS) F.13116° LAMA (1/8°AAIR SPACE.7118' LAMI-W /3H8°A..090.3H8°HS) HEIGHT WIDTHS °O° •'%OX° 38 72 37 74 3912 79 42 84 26 NEC A -78.0 B,E -750 C,F -90.0 A -78.0 B,E -78.0 CF -90.0 A -76A B,E -76.0 C.F -90.0 A -76.0 B- -760 45 90 46 90 6012 101 CF -90.0 A -78.0 B,E -760 CF -80.0 631/8 10832 64 108 A -75.0 B.E -760 C.F -90.0 6512 111 A -75.0 6,E -750 CF -900 A -75.0 B,E -75.0 CF -90.0 67 114 A -75.0 B,E -75.0 C,F -90.0 A . -78.0 CF A 6812 117 0,E CF A B.E C.F A 60 120 13,E CF POS 70.0 70.0 70.0 70.0 700 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 31 NEC -760 -750 -90.0 -78.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -70.3 -750 -90.0 -05.0 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 NE0 -75.0 383/8 43 40 50 O/3 54 67 60 03 67 72 P03 70.0 NEC POS NEC P09 NEO POS -70.4 70.0 -60.4 60.4 -54.3 64.3 NEC -51.1 POS 81.1 NEO -47.9 POS 47.9 NEG POS -44.8 KEG POS .42.2 42.2 NECI -39.7 POS 39.7 -76.0 -90.0 -73.7 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -78.0 700 70.0 70.0 -900 70.0 -90.0 70.0 .679 67.9 -590 690 -900 -52.8 70.0 62.8 -80.0 . 49.9 70.0 48.0 -90.0 70.0 70.0 490 -48.4 48.4 -43.5 43.5 -90A 70.0 41.1 41.1 48.8 70.0, 45.01 66.0 -78.0 -90.0 -87.8 70.0 70.0 07.8 -76.0 -90.0 70.0 -760 70.0 -78.0 70.0 -78.0 70.0 -78.0 -76.0 70.0 70.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 -55.01 NA 82.1 62.1 -58.7 65.7 .49.8 49.8 -480 48.9 -439 430 -41.1 41.1 -38.0 38.6 -38.6 70.0 70.0 70.0 70.0 70.0 -75.0 -80.0 -82.4 70.0 -780 700 -75.0 70,0 -76.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -78.0 70.0 70.0 62.4 -90.0 70.0 -90.0 70.0 -900 70.0 -900 70.0 -90.0 70.0 -90.0 70,0 -75.0 70.0 70.0 -58.4 58.4 -03.3 63.3 -58.4 56.4 -53.4 53.4 -50.0 60.0 41.9 -75.0 -80.0 -58.0 70.0 700 -75.0 -90.0 70.0 -75.0 70.0 -780 700 -78.0 700 -76.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 68.0 -54.8 54.6 -59.3 69.3 -539 53.6 - 60.9 60.9 -47.5 47.6 70.0 -42.1 42.1 70.0 39.7 70.0 65.0 700 700 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -90.0 -58.7 750 -90.0 -68.2 -76.0 -90.0 -57.1 780 70.0 70.0 60.8 -76.0 -90.0 -54.3 70.0 700 84.3 -75.0 -80.0 -51.1 70.0 -75.0 70.0 -76.0 700, 70,0 81.1 -90.0 70.0 -90.0 700 -76A -892 70.0 -76.0 -75.0 70.0 -75.0 70.0 70.0 -81.8 70.0 -56.1 55.1 -51.4 614 -18.6 400 -45.3 45.3 45.01 55.0 -38.4 38.4 -75.0 -90.0 -51.3 70.0 70.0 51.3 -78.0 -90.0 .48.3 70.0 -75.0 70.0 -78.0 70.0 - 75.0 70.0 -750 70.0 -90.0 70.0 489 .52.7 62.7 -880 -48.7 70.0 48.71 -60.9 70.0 76.0 70.0 -75.0, -70.7 -78A 70.0 -48.9 489 -43.8 -41.3 41.3 47.3 67.3 492 392 70.0 -37.1 70.0 70.0 68.7 70.0 -78.0 -90.0 -48.7 70.0 760 70.0 -760 70.0 760 70.0 -750 70.0 -75.0 70.0 70.0 70.0 48.7 -900 70.0 -90.0 70.0 .812 70.0 -757 70.0 -70.3 70.0 433.6 63.6 ALB 42.81 52.0 -46.4 45.4 -60.0 60.0 -40.1 48.1 -44.2 44.2 -422 42.2 -40.1 40.1 -38.0 38.0 70.0 682 70.0 70.0 67.1 -76.0 -90.0 -479 -78.0 70.0 700 47.9 78.0 -90.0 700 78.0 70.0 -750 70.0 75.0 70.0 -750 -78.0 70.0 -75.0 70.0 -72.4 -49.8149.6 70.0 418.6 70.0 -70.4 70.0 - 71.1 70.0 -60.8 60.5 63.0 .44.5 44.6 -49.1 49.1 -45.3 46.3 -43.4 43.4 -410 41.9 49.8 57.3 45.9 35.9 -90.0 -48.4 70.0 70.0 48.4 -760 -90.0 70.0 75.0 70.0 -750 700 -78.0 -75.0 70.0 46.0 70.0 70.0 489 70.0 -75.0 70.0 -70.1 70.0 -65.4 NA 70.0 -750 70.0 .433 78.0 43.3 •47.5 47.5 •439 439 422 -40.8 61.8 -372 37.21 -48.4148.4 -452145.2 35.4 -78.0 70.0 -78.0 700 78.0 38.7 -34.8' 54.8 34.8 49.4149.4 TABLE 7. GLAZING OPTION: D. 7/11r LAMI (311WHIL.090.311WHS) ALL 'Cr SIZES P TO MT WIDE x 12r KISH AND ALL 414-112-114 XON" S2ES UP TO 120" WIDE x 63* HIGH 1-90.0170.0 38.1 70.0 35.5 -34.2 34.2 33.7 TEST REPORT: FTL-3880 TABLE 7A 4)* & 4/4.1/2-114 NOW WINDOWS TEST REPORTS: FTL-4807, FTL-4608 ALL 'V SIZES UP TO 6W WIDE x 7W HIGH AND ALL 4/4-1/2-1M Mr SIZES UP TO 120" WIDE x 7," HIGH 1 45.01 85.0 TTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES 114 THE ABOVE TABLES. USE ELCO 1141•TAPC01413 OR 1/4" SS4 CRETE-FLEX ANCHORS. -, 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rawl* 71 te.er� FA MOM O NO CHANGE TIESSME6T Malays Os& FJL 16 itleang CHANGE AACHORB AND ADE win::OPrMN *Rd* Glee tawierat d1 1424/11 E tymgc Oftiedne FJL 19/17172 EOCENRNE MSS SHEET oar I 10707ECNNOL00VQ18VE NI>! ON18. FL 94¢79 FL 34274 Webb Bauer ALUMINUM CASISWENT WINDOW. IMPACT tYNbi A ail P.Ef/ 687115 COMPARATIVE ANALYSIS TABLE 8. 'XO' OR 'OW &'1/3113.1!3 XOX° WINDOWS TEST REPORT: FTL 3582 GLAZING OPTION: A. 5/16' LAMI (1/8'A,.090.1/8'HS) °1(0' WIDTH 'X0X° WIDTH HEIGHT 28 31 38 38 318 43 48 50 618 54 57 60 83 NEC POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC POS NEG P08 NEG P08 NEC POS NEC POS 37 6612 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 10.0 -75.0 70.0 -76.0 70.0 - 76.0 70.0 76.0 70.0 -76.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 76.0 70.0 -76A 70.0 -75.0 70.0 491/3 74 A - 75.0 70.0 - 76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 631/8 79 2/3 A -76.0 70.0 76.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -72.1 70.0 -89.6 69.5 - 87.5 67.5 66 84 A -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -76.0 70.0 -75.0 y0.0 71.9 70.0 - 87.7 67.7 - 84.9 64.9 -82.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0. 70.0 -8.4 138.4 -03.9 83.9 -60:0 60.0 - 58.6 58.5 - 58.2 562 -53.4 63A 64 98 A -76.0 70.0 76.0 70.0 76.0 70.0 -75.0 70.0 71.1 70.0 -81.8 1:41.8 -68.9 58.9 -56.1 68.1 -53.8 53.8 -50A 50.4 -47.7 47.7 67.333 101 A 75.0 70.0 76.0 70.0 - 76.0 70.0 •76.0 70.0 -684 88.4 -58.2 08.2_ - 55.8 56.8 - 52.8 52.8 -49.4 49.4 - 45.9 46.8 - 43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -71.8 70.0 -81.11 81.8 35.1 05.1 -61.9 51.9 -48.9 48.9 -46.8 46.8 - 428 42.8 40.3 40.3 72 108 A -75.0 70.0 -76.0 70.0 - 76.0 70.0 70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 - 42.2 422 -39.7 39.7 74 111 A 75.0 70.0 -75.0 70.0 -73.7 '70.0 37.9 67.9 -69.0 69.0 - 52.8 52.8 -49.9 49.9 - 48.4 48.4 -43.6 43.5 -41.1 41.1 -38.8 38.6 X O 1 3 X X O X TABLE 9. 'XO° or 'OX' & "113- 1/3.1/3 XOX' WINDOWS TEST REPORTS: FTL -3582, FTL -3728 GLAZING OPTIONS: B. 5M8' LAMI (1A6HS„090,1/8'HS) E. 13/18° LAMI (118°HS,3/8° SPACE,611r LAMI -W/ 1/ 8°HS,.090,1/8'HS) ALL XO' OR 'OX' SIZES UP TO 74° WIDE x 63° HIGH AND ALL °1/3- 1/3 -1/3 XOX° SIZES UP TO 111' WIDE x 83' HIGH 1 -78.01 70.0 TABLE 10. °X0' or 'OX" & 413- 113.1/3 X0 X° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/18° LAMI (3/16'A,.090,31161HS) ALL 'XO' OR' OX° SIZES UP TO 74' WIDE x 83 HIGH AND ALL ° 113 - 113 -113 XOX° SIZES UP TO 111° WIDE x 83° HIGH 1-90.01 70.0 TABLE 10A. °XO' or "or & °113- 1I3.1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4007, FTL GLAZING OPTIONS: C. 7/16' LAMI (3/18 °A,.090,3 /16'HS) F.13/16' LAMI (1/8°A,AIR BPACE,7/18° LAMI -W/ 3118 °A ,.090,3/1011S) AU. %CO° OR'OX° SIZES UP TO 74° WIDE x 76° HIGH AND ALL 913-1/3 -113 XOX° SIZES UP TO 111' WIDE x 78' HIGH 1 -65.01 55.0 PRODUCT REv1sa as somplying avBbuwFrda Etailiting Code Asceptento No 0 1..1 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/401364 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 512 SCREWS, DESIGN PRESSURE I8 LIMITED TO 69A P.B.F. Fm FAL as sower mar MODS arm DAVE mae MOM Rdelons C Mrskfax D lirdtlarat e NOO PAD DES SKEET CHANGE ANCHORS M® ADO 7sMONTOPDOD NOMINEE MSSHEET OM* We m,oe,°iTy man FJL 12117102 1 90TNOMNO A R.842laY6 P.O 51 �1$NS+ 8 Visibly Beer "1041 LYNAy No. 58705 /16;••.1t0amp: ' ?�• �'470NAL Et.‘`‘ UM P.B. 1343.• 60:11 PRESSURES -XO, Ox i 1/3- 1/3- 1/3XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Gwt0 1 NTS 18 > 13 I � 7045.8 COMPARATIVE ANALYSIS TABLE 11. "CO" or "OX" & %COX" UNEQUAL UTE WINDOWS GLAZING OPTIONS: A. 5/18° LAMI (1/8"A,.090,1/5' IIS) B. 6118" LAMI (1B°HS,.080,118"HS) WIDTHS %OX° VENT FIXED 69284 19.125 31.014 C. 7116° LAMI (31181‘.080,3/16"1-1S) E. 13/16" LAMI (11811183/8" SPACE,5116° LASH -W/ 1B°HS,.000.1/8"HS) F. law LAMI (1/8"A.AIR SPACE,7M8° LAMI W/ 3/16°A,.080,3/16"HS) HEIGHT TEST REPORTS: FTL-3580, FTL4582, 28 NEC POS 38 NEC 38 3/8 43 48 60518 54 57 60 83 72 POS NEC POS NEC PCS NEC) POS NEC POS A -76.0 70.0 -76.0 •70.0 -78.0 70.0 -74.1 70.0 44.9 84.9 80.8 60.8 NEC, -58.1 POS NEG PDS POS 68.1 53.3 -50.5 POS 50.8 88.919 24 38.919 B,E C,F A -76.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -80.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -75.0 70.0 -89.1 89.1 43.4 83.4 -58.5 58.6 -60.4 50.4 -47.6 47.5 -44.1 44.1 41.6 41.8 -90.0 -39.2 ,70.0 -90.0 70.0 392 05.973 27 42.973 8,8 C,F -75.0 -90.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 -5801 56.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 40.6 60.5 -57.2 572 42.1 82.1 -552 852 -62.8 62.6 -00A 49.1 70.0 -90.0 70.0 -89.4 70.0 49.1 43.6 -852, -41.1 70.0 41.1 108.849 30 48.849 B,E -78.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 78.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -76.0 70.0 756.0 1 55.0 C.F A -90.0 -75.0 70.0 70.0 -90.0 -83.11 70.0 -90.0 70.0 -80.0 70.0 -80.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 53.5 -50.4 50.4 -54.6 54.6 -60.7 50.7 482 482 -44.9 44.9 42.0 -40.1 70.0 -73.1 -38.0 38.0 115.892 32 51.892 122 54.627 8,E 0,F A 75.0 -90.0 70.0 70.0 -78.0 -90.0 70.0 78.0 70.0 -76.0 70.0 -75.0 70.0 76.0 70.0 76.0 70.0 70.0 70.0 -76.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 49.7 -78.0 70.0 -49.9 49.9 •48.8 46.8 41.3 51.3 47.4 474 -45.8 45.5 -42.7 -40.7 40.7 -38.6 88.3 B,E C,F A -76.0 70.0 76.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 70.0 -73.2 70.0 -90.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 78.8 70.0 -73.2 70.0 48.3 88.3 -47.3 47.3 -44.0 44.0 -48.4 48.4 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.8 -58.8 -35.7 68.8 47.71 47.7 -37.8 123.135 34 55.135 128.000 34.791 56.418 8,8 C,F A B,E C.F A -75.0 -90.0 70.0 70.0 -76.0 70.0 -78.0 70.0 -76.0 70.0 78.0 70.0 78.0 70.0 -78.0 70.0 70.0 -71.4 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 604 44.7 78.0 70.0 48.8 48.8 -43.6 43.8 47,8 47.9 44.3 44.3 -42.4 4Z4 -41.1 ,64.7 41.1 41.0 -58.4 49.3 47.3, 76.0 -80.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 78.0 70.0 70.0 -90.0 70.0 -90.0 70.0 46.0 70.0 45.6 45.8 429 42.0 48.7 Tao. 46.7 -73.1 43.1 704 48.8 43.1 -41.6 88.8 419 789 -40.2 70.0 40.2 70.0 37.3 70.0 -71.0 -60.6 60.6 -57.8 57.9 -38.7 38.1 38.9 -552 552 4141 sta 47.21 472 35.0 130 35.898 55209 130.378 38 68.378 0,E c,F A B,E C,F A 76.0 -90.0 74.4 -75.0 -90.0 70.0 70.0 -78.0 -80.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 -78.0 70.0 -76.0 70.0 70.0 -70.1 70.0 70.0 -00.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 87.3 70.0 -43.6 43.6 -41.2 412 -46.1 481 41.6 415 -40.4 40.4 429, '382 82.5 38.9 -59.2, 59.2 -45.8145.8 382 34.3 74.3 70.0 -75.0 70.0 759, 70.0 -78.0 70.0 70.0 -80.0 70.0 -90.0 70.0 -79.9 43.6 43.5 -41.0 41.0 45.0 70.0 70.0 45.0 75.0 -89.3 70.0 -75.0 69.3 45.3 70.0 65.3 60.8 -78.0 70.0 70.0 68.8 -43.0143.0 57.6 84.7 51.9 41.4 41.4 40.3 169 38.8 -37.6 37.8 48.1 34.3 B,E C.F A 78.0 -80.0 -72.9 70.0 70.0 70.0 -78.0 -90.0 -42.2 70.0 -75.0 70.0 -78.0 70.0 -78.0 70.0 78.0 70.0 -75.0 70.0 70.0 40.0 42.2 -39.7 70.0 39.7 -799 70.0 48.1 69.1 -65.1 05.1 -80.8 -57.4 70.0 57.4 -54.6 70.0 -51.7 61.7 -48.0148.0 -41.8141.8 -43.5 43.5 40.4 -392 392 -37.7 "XO" & WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. "XO" or "OX" & ICOX' liNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 -36.7 33.7 TABLE 12. GLAZING OPTION: D. 7/18* LAMI (311018.090,3116"HS) AU. "MX° SIZES UP TO 134° WIDE x 63" HIGH wiTH 37' MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL °XV' or "OX" SIZES UP TO 97° WIDE x 83" HIGH 37' MAX. VENT VV1DTH AND 87 MAX. FRED WIDTH TABLE 12A ICO" or *OW & "WV' UNEQUAL UTE WINDOWS TEST REPORT& F714580. FTL4607, FTL ALLI(Or SIZES UP TO 134° VVIDE x 78" HIGH WInl 37° WOL VENT WIDTH AND 80" MAX. FIXED WIDTH AND I 4" I 65.° ALL %War *Or SGZES UP TO 97° WIDE x 76° HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH NOTE& 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE 840 VC TAPCONS OR A we SEX CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 $CREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. UNEQUAL LITES UNEQUAL LITES UNEQUAL IJTIES lirirOby: Neldeo F 1710113 KO CHANGE THIS SKEET swoug vole Mold= F.K 03383 D OHANGEANCI♦ORBANDA0078"HEIGHT OPnON 'andPoa dd. MOM F.K tom 1TN7/02 Fea15eaa, B NOOHANOB7F11116HEET eleab7dR O,OIe 1070 TECONOLOGY A%W NOKOMIA FL U9711 P.CBQX !15+20 N07fOA FL 3894 ALUMINUM CASEMENT WINDOW, IMPACT PRODUCIIIEVIMID Amps= No Product Caving 10.1 oNAL Awash, pe PM GPM REFERENCE'XO' & XOX FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE'XO" &'XOX' FRAME ASSEMBLY DETAIL, SHEET 11® 1 MAX. VENT DAYLIGHT b OPENING (SEE SHT. 3) MAX FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MIAL VGV1 DAYLIGHT OPENING (SEE SHT. 3) MAX WIDTH (S HT. 3) "'REFREFERENCE %O(" FRAME ERENCE ASSEMBLY DETAIL, SHEET 11 _ i H �� ■I� n ji HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SITS. 3 & 4) itradft FFJ' ma03 VERTICAL SECTION OPERABLE UNIT 0 INOW TOP MOE VERTICAL SECTION FIXED UNIT mss# F.& One BONDS RekliNNI 0 SHT. t. .NENANO ADDfEMB9 RsadBir away coot 12/17/08 6 dreadls No CHANGE MO&ENT NOKOMIN PL3M NOillOaNZLIZIN1 4 MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Pc1 SECTIONS CD ALUMINUM CASEMENT WINDOW, IMPACT a. 40> I NTSI 0 w 13 Ire�o.� I E PRODIXTREVISan 8u p1y1lscdtOmies No " 11 .EJ M7C5 FRAME ASSEMBLY TUBE, MATL: 6083 -T6 #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3° APART AT MID-SPAN °X° FRAME JAMB % °x° FRAME JAMB °XX° FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3° APART AT MID-SPAN FRAME ASSEMBLY TUBE, MATL: 6063 -T6 °XO° & °XOX° FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 1.378° AC) .095° SASH FRAME TOP CASEMENT BACKING PLATE OR BOTTOM RAIL MAT'L• 8063 -T6 DWG# 7071 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL 1 1 ^ SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.159° 2.139° OSASH FRAME HEAD. SILL JAMB MAT'L: 6083 -T8 DWG# 7003A 062° NOM. 2.919° 2.784° OFRAME HEAD. SILL, JAMB MATL: 8063 -T6 DWG# 7002A 2.784" OFIXED FRAME HEAD. SILL JAMB MATL: 6083 46 DWG# 7005A OMB; Rinsealt F.1( aft MKS Oft ilvarksin c NO CHANGE Wh1S SHEET magma D ADD fl! r89 am J' wag X7/02 ammo E NO CHANGE MIS MEET Wm7°f Ogg NOICOADE R3070 mfigZgall,4 EXTRUSIONS & ASSEMSLYDETAILS ALUMINUM CASEMENT WINDOW, IMPACT • I NTS I' 1+ 13 I °."44 70458 I E ,NtH111 /,�I NY LYNN, ',ii �p. :* No. 88705 ,',p ft¢k %``% P.E*W06 PARTS LIST ITEM 1 DWO 0 7002A P01'. 0 DESCRIPTION MAIN FRAME -HEAD, SILL & JAMBS 2 1155 781PQA 68 X 1 QUAD PH SMS 7008 FRAME CORNER KEY 4 5 7003A 1/2°XIWXI&° CLOSBDCEU. FOAM TAPE SASH -TOP, BOTTOM & SIDE RAILS 6 1135 781PQA 7 7017 67017K 56 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 11 12 7014 LOCK SUPPORT PLATE 010.24 X.562 PH. PN. TYPE F MULTI.IOCK KEEPER (RE. & LH.) 13 1157 78X78PP81MS X .875 PH. PR. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 17 7028 MAXIM DYAD OPERATOR 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 20 7031 BAcKI NO PLATE #8.321c 373 Pa PN. rims 21 7032 STUD BRACKET(LH. & R.N .) 22 23 783874 68 X3/8° FLT. PHL SKS 7033 OPERA10RTRACK& SLIDER (DUAL ARK) 24 25 7022 7023 SNAP ON HANDLE . 12' IUNOE (HEAVY DUTY) 26 7104123? 30 1110X.500PH.PTIC. 5116° 1AMINATBD(1/8A& 1/8148GLASS) .0901Nf RRLAYIRt - SOUmA OR DUPONT PVB 31 32 546° LAMINATED (UBIL9& 1m 8CLASS) .010INTERTAYBR - SOLUTTA OR DUPONT PVB 7116' LAMINATED (3/16A & 3/1610 GLASS) .090 R478RIAYF.R- SOLUT1AOR DUPONT PVB 7496• LAMINATED (3/16115 & 3116LS GLASS) .090 INTER AYEN SOLU77AOR DUPONT PVB 40 41 7036 OLA221NO BEAD (5/16') 7042 OLAZIN(TBEAD C1/16°) 43 1224 617247 44 45 VINYL BULB MOP (THICK) SILICONE DOW CORNING 899, 995 OR EQUM PARABOND 46 1634 6163K OUTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNLERKEY 52 SCREEN CLOTH 1635 6I635K SCM3E4 SPLINE - SERRATED 34 53 331 60976 CASEMENT SCREEN CLIP 78x12PSTW/B MI X.500 SQ. PN. TEK WAS 67 7004A 67004 CASIDAP NTFRAMEASB'Y. TUBB 68 712XIPPT 612X 1° PH. PHIL, TEK. 69 70 7011 LOCK SUPPORT PIATE 7012 LOCK FACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7F DHD FOLDING HANDLE PARTS LIST CONT. 1TEM 73 DWG 7025 POT. 0 DESCRIPTION MAXIM BINDLE LOCK 74 73 7016 8INOLE LOCK KEEPER 70834A 80 81 7005A 18 X .750QUAD PN EMS FIXED WINDOW FRAME -HEAD, SRL &JAMBS H55 78IPQA 98 X 1 QUAD PN 9M8 82 83 7010 FIXED PRAMS CORNER KEY 7007 85 86 7047 67407 'RETALIATION HOLE COVER OLAZINGBEAD (13/16° 1.0.) 13/16' 87 13/16' 88 13/16° 1.0. CLASS (1/8°115, AIR SPACE, S/16•LAMI) 5/16° LAMP - (2) (2) L17BS OF 1/8"HS NAM WITH AN.090 IN ER AYER - BOL TIA OR DUPONT PVB LG. C SASS (1/8°148, AIR SPACE, 7/161AMO7/16° LAMA= 3/16A &3/16HS GLASS WONAN.090 NTERIAYER- SOUYI1AORDUPONTPVB LEL GLASS OMR, AIR SPACE, 7/16'1 007/16" LAMI= 3/16145 &3 16HsGLASSWITHAN.o o1NTERLAYBR- 80LU17AORDUPONTP'VB 89 7071 67071 mamma mama PIAT$ (SEE NOTE 4, SHEET 13) .706° -ro I .060° _��� l .865' O5/16' GLAZING BEAD MATL: 6083 -T6 DWG# 7036 ® 07/16° GLAZING BEAD MATL: 6063 -T8 DWG# 7042 .040° ". 11 1.000' .423' 0CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 .040° h- .172' .870° .050' T� .6 O13/16° GLAZING BEAD MATL: 6063 46 DWG# 7047 .125' 1.124° INSTALLATION HOLE COVER MATL: 6083 -T6 DWG// 7007 PRODUCT RHYMED 2.701' MD:121 NO — 11 • °CASEMENT FRAME ASSEMBLY TUBE MAIL: 6083-T6 DWG# 7004A RoarlOp FJC tw 711 Reface 0 CHANC67206811EET IN Rasdity FJL R4R tlenslIF Vatic 1924491 Oda 12/4702 feraxat 0 tirdskax E ADD LOW 7W 48144, 80EJDAEAPmAt11f /TENS 6), MAWS NO MIME 7H1D81EET °Oto/tCay Mitt R. 20 , 1� 88074 Mrs UST & EXTRUSIONS ALUMINUM CASEMENT WINDOW° IMPACT 04240 1 NiTBI 12 a 13 r"8". 7045-8 I E * : No. 6870$ • A 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX SHIM ®SEE NOTE 2 1 1/Y MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK ®1x WOOD BUCK (SEE NOTE 3) 114° MAX SHIM ,jSEE NOTE 1 SEE NOTE 4 1/4" MAX SHIM ®SEE NOTE 1 .......... . E NOTE 4 1.1/4° MIN. ® 2x WOOD BUCK (SEE NOTE 3) 114" MAX SHIM ®SEE NOTE 2 EE NOTE 4 OPERABLE UNIT FRAME T CONCRETE WI WOOD BUCK LESS THAN 1 1/2° THICK •• a ,y,� 1114 MIN. OPERABLE UNIT FRAME TO CONCRETE E NOTE 4 ® Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ®SEE NOTE 1 SEE NOTE 4 ...I 11/2° I.— MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 -.I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES:, 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2°. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 114" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FQR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS E TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUP CONCRETE. D BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREA INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. E 0/01 R . WRNS Aft f0/19N1 FJC land land Os amine, Dem O names E NO CHANGE TM1BSHEET ROME NOTES AND REMOVE affr MCCAW 8014SCREWS NO WI N0EMSSYEET ai PRODUCTREVISED as emptying %as the Florida Building Coda Ascaptese No ANCHORAGE DETAILS 1021WMIA FL N275 ALUMINUM CASEMENT WINDOW, IMPACT PLC I tb� A.sm4 Amer worm* 1 NISI 13 - • 13 I°d0M' 7045-8 I E DEPARTMENT OF PERMITTING, ENVIRONMENT, AN AR'FAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION 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 subnitted 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 "PW 701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1VIIAMI DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 --2590 F(186)315-2599 www.miamidade.aov /sera/ 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 NOA No. 10- 0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- 1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11', signed and sealed by Anthony Lynn Miller, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. • (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies withASTM 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. 11-0325.05 issued to Solutia, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11- 0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitee PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. cy- Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 111 110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance 'letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31 /03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I" approved on 09/22/10 and expiring on 02/19/14. E -2 CD,/ Jaime D. Gascon, P E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). 6. DETERMINE THE TYPE AND QUANTRY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR WOOD SUBSTRATES. OR SHEET 7 FOR MASONRY SUBSTRATES, SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE OESI■R LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM El 300 -02, 3— SECOND GUST. 3. ANCHORAGE THE 33 -1/35 STRESS INCREASE WS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION. CD, OF 1.6 WAS USED IN W000 SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS. FTL -3835 & FT1--3850, NOD: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE — FLEX). ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Rend Br. J.J. J.R. Read Br. F.K. Dram ey cots: 10 18 1 3/3}/10 444/07 7/14/03 Re nato= 6° MAX. t 44 -1/4° VISIBLE UGHT 12 -7/8° MAX. O.C, A I A 11 98° 2_7J8° FLANGE TO FLANGE 48° FLANGE TO FLANGE 8 92— /4° VISIBLE UGHT TYP. FLANGED FRAME ELEVA ION (TESTED UNIT) 2° MAX. t 98 /4° FIN TO HIV 5° MAX. O.C. 45 -1/4° VISIBLE LIGHT O.C. 5° MAX. 93 -1/4° VISIBLE UGHT 98" 2° MAX. I , �D 1 50 1/4' FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 El EVATIONS• FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y. INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASSY. FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 8,7 EXTRUSION PROFILES 8 PARTS LIST 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 1 I---- WIDTH —�-1 j I �— WIDTH --IT WIDTH - -+I �I WIDTH --"I WIDTH 1�-- r WIDTH --I T h� WIDTH -- I T 2010 FBC UPOA7E ,.: WA �111jr IT_" ,itil,1: IIMP7• ' T, ! Roll -VT." �AS1M ICE 1,300 -02 AND REWSE Checked 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 1 WIDTH - '1 IF WIDTH -°-I I+ WIDTH —°•I 1-1— -1 T I I T . -I Y' Y iL J 11 NATIONS AND NOTES ALUMINUM PICTURE WINDOW. IMPACT rNisi1e,8 ]" 4259.4 11 ‘ N O , ty I I LYNN 13#,!/1,/. * • N0.68705 STI i A •'•...FLOTtiC.• a%%` P.E.y 58705 Fin and Flanged Windows Maximum Design Pressure ( ;r pug 7/18u01a a/184- .OBOWw -9/1WS 7H8Wo11013/1600- 7/189111- 9/169- 419DPVB -8/1818 A m "B" Dimension (n) 24 30 38 42 48 84 CO 87.878 1. it b i0 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 87.575 80.0 80.0 80.0 80.0 80.0 71.1 84.0 02.1 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 78.8 80.0 80.0 80.0 80.0 78.0 70.0 61.0 84 80.0 80.0 80.0 74.3 88.3 83.8 88.3 80.0 80.0 80.0 73.8 87.4 82.5 00 80.0 80.0 77.2 84.7 68.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 80.0 Fin and Flanged Windows Maximum Design 1 Pressure �p 1) 7/25 Wdt 8/1818- .080PVa- 8/1841 7/1a8•e110ia/181MP-7/18NR- 8/1015 -.090PV8- 8/1618 t A° or "B" Dimension (1n) 87.875 24 30 . 38 42 48 54 80 b 16 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 61.0 57.875 80.0 80.0 80.0 80.0 80.0 71.1 54.0 821 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 70.5 80.0 80.0 80.0 80.0 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 es 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES; 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32Fe. 2. FOR SIZES NOT SHOWN, ROUND TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A" AND "B°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 -1/16" LAMI I.G. GLAZING DETAIL • FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. 1 A° r DIM. °B" DIM. Reed 61n mow Nevi J.J. 10 18 /f 1 D CHANCED HS G!P TO IMP FOR 30' RULE 'A.' 3%31/10 ".wr ".w isStWorlgr IARCER Yl7Ante l" FK 4,%4/07 8 NO CHANGE THIS SHEET Omen xBi n'41/03 ad I INCLUDE 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 4040105, FL 34274 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT 1NTS 2 a8 l 42594 LD as Ba0W18CO4o Awepmmallo .1/1:1141 ``1�IIIYNNI,, i * No. 58705 ' ' /1,- , //O,'NA4 �,0 A L�MIMiI0. P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131° (1/8°) X 2 -1/2° NAIL, WITHIN 2° OF CORNERS AND 5' O.C. MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING SEE ANCHOR GUIDELINES, SHEET 8 1 3/8° MIN. EMBEDMENT 375° MIN. EDGE DISTANCE .131° (1/8' X 2 -1/2° NAIL, .375' MIN. WITHIN 2° OF EDGE DISTANCE CORNERS AND 5. O.C. 1/4" MAX. SHIM ,f SEE 2X WOOD BUCK ' SHEET 8 OR FRAMING VERTICAL SECTION D —D 1/4° MAX. SHIM sl SEE ANCHOR GUIDELINES. 5H 8 2X WOOD BUCK OR FRAMING 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LMITS. Hoed lir Deft Redd.= J.J. 10 18/11 D NO CHANCE DO SMELT m.m � TWN TO IN:LU J.R. /31/10 R A0ORLA�X1Me Revad B liettce Realsic°a MAX. VISIBLE UGHT OPENING — MAX. WINDOW HEIGHT - HOR ZONTAL SECTION C —C MITERED FRAME WITH INTERIOR ! AND EXTERIOR FRAME WELDS SCREW) BOSSES R CORNER KEYS AT ANGLED CORNER ASSEMBLY Om, Bg �,t I FJC 7114/0.3 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 Dacrlytkat I TALLAT7ON FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT PVK701 I NTS 1 3 a 8 1 I p 1 -3/8° MN. EMBEDMENT :::46...•* NAGENS4 ' F'P * • No. 58705 lb • la •• STA {� �•�!!/� • S �`���T /ONA1 -1���� A. Uhh' MR9�r. Pd:. P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDEUNES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 MIN, CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU MAX. ��i �°RO WINDOW HEIGHT ■I'. 17 21 MAX. VISIBLE LIGHT �1'IA/� 111M12R OPENING SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEE ANCHOR GUIDEUNES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5KSI MIN. CMU 1/4° MAX. SHIM SEE ANCHOR GUIDELINES, SH 6 SEE ANCHOR GUIDELINES, SHEET 7 90° CORNER ASSEMBLY HORIZONTAL SECTION A -A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Rood Hr. DI J.J. 10 18 11 0� NO CHANGE MS SHEET 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 J.R. 3/31/10 C Igr Rend 7 Daas 'r T � (alrTi rr -_ rr proved pr Daet Checked goose: RK 7114103 1070 TECHNOLOGY ERNE N. VENICE, FL 34278 P.O. BQX 1528 NOKOMIS, FL 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT gedaiblodch PYW701 , Mrs 14 a 8 ° 42684 I D PRODUCT asoompIyingit=Plorldo Batten No 11110. Control `,`�pN� 1LYNry 41��/�/ ` * No. 58705 `10�:7...A.• 60 /� STA 0 . :11.1 '' /sj9/0NA1.•``�• • A. LljL# 5 05 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED L_ 1 3/8" MIN. EMBEDMENT 1 SEE ANCHOR GUIDELINES, SHEET 6 MUM 1/4" MAX. SHIM t,2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF— DRIUJNG SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) DADE APPROVED MULLION (SEE SEPFRATE NOA) JAUMINUM: 6063 —T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE SEE ANCHOR GUIDELINES, SHEET 7 INTEWOR 1X WOOD BUCK 1/4' MAX. SHIM SEE ANCHOR ;. • SHEET 77 T. •. MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. GNU EQUAL LEG FRAME (OTHER FRAMES SIM.) X WOOD BUCKSTRIP RN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES.: ,•, :' . SEE ANCHOR GUIDELINES, SHEET 7 1CQERI0R MAX. SHIM 1 -3/8' MIN. EMBEDMENT EXCLUDING POINT sait12 STEEL — DRILLING SMS (G5) AN E QUANTITY. SPACING & EDGE DISTANCE AS #1S2 STEEL W (SHEET 6) #12 STEEL SELF— DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS 812 STEEL SCREW OffEri @ (SHEET 6) METAL FRAMING A36 STEEL: Fy=38 KSI MIN. .125° MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE 1 1/4" MAX. SHIM MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY MEMO FULL— LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL S — DRIWNG SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL W UNIT CAN BE 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 AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. By J.R. karad aX Olga 10 18 11 xarbta,a 0 SEE ANCHOR GUIDELINES. SHEET 7 IdTERIOR 1/4' MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL {•— 1/4' MAX. SHIM EXTERIOR STEEL STUD Fy=33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE NO CHANCE 7HIS SHEET 3/31/10 C '� v'+T.• u r W nv RevlNarm: Orm 9i Data chadad BrDaga RK 7/14/43 1070 TECHNOLOGY DRIVE N. VENICE. F. 34275 PA. NQX 1529 NOKOWS. FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW. IMPACT SWWWWah scow PYW70/ I N1S 8 a8 I 42594 ID 142ODIICFREVISED as complyis. with tho t km A DTO II- 1110.16 • ., MGIE 1. Product Control 011111111., %\‘‘,,;(01. LYNN df/(���i�i v.LCENSE •'p •* No. 68705 �� STATE O i �nn''•.,FLO(H P..... ''i, IONAL T\NN A I11.04 . P.E. P.E.® 58705 Head, 8(11 and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 14) Anchor Description . Anchor Type "A° or "9" Dimension 5n) 24 30 38 42 48 84 60 67.878 Anchor Location* 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 g i'.4 t3 38 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/810 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 6 5 5 0 8 8 6 8 6 6 8 7 8 7 8 48 Jamb 4 4 5 4 5 4 5 4 6 6 6 6 5 6 6 6 5 5 8 6 5 5 8 5 5 5 6 5 5 5 8 5 HeadWSif 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 6 8 5 .0 6 7 8 8 8 7 6 7 7 8 7 60 Jamb 5 5 6 8 8 6 6 6 8 6 8 8 8 6 7 6 6 8 7 8 7 6 7 5 7 6 7 8 7 6 7 8 HeadISI H 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 8 6 8 5 8 6 7 8 7 6 7 6 8 7 8 7 Jamb 8 6 7 8 7 8 7 8 7 8 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/SIO 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 8 6 6 6 7 8 7 8 7 8 8 7 8 7 72 Jamb 8 8 8 8 7 8 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 87 9 7 Head/60I 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 8 5 6 5 6 6 7 8 7 8 7 6 78.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/EMI 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 6 8 6 8 6 7 8 7 8 7 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 8 H e a d / S U I 2 2 2 2 3 3 3 3 4 3 4 3 8 4 8 4 8 5 8 5 6' 6 7 6 86.3 Jamb 7 7 9 7 8- 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 Head/SEI 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 6 8 6 6 6 7 6 88 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/S01 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 8 8 8 6 109.7 .fib 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 • Width and Height dimensions maybe reversedto locate anchor quantities on the table. tfso, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors Head/821 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/S01 2 2 2 2 3 9 3 3 4 3 4 3 125 Jamb 11 11 13 91 12 11 13 11 12 12 13 11 Head/801 2 2 2 2 3 3 3 3 4 3 4 3 148 Jamb 12 12 16 12 13 12 15 12 FleadiS01 2 2 2 2 3 3 3 3 NOTES - 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32F1". 2. FOR SIZES NOT SHOWN, ROUND le TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WrrwN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A° AND °8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. DIM. L Anchor 15P8 Anchor Description Substrate Min Edge Diskume Min. Embed- ment 1 #12, Steel screw (G5) S. Pine 0.884° 1.375 1112. Steel screw (35) S0. Stud, Gr 33 0.324° .04°/18Ga 1/12, Steel screw (G5) Alum. 600348 A38 Steel 0.324° 0.324° 0.125° 0.125" 812, Steal screw (G5) 2 814, Steel screw (G6) S. Pine 1 S0. Stud, Gr 33 0.984" 0.251° 1.376 .048°/18Ga 514, Steel screw 514, Steel sorest (35) Alum. 808348 0.381" 0.125° 814, Steel screw (35) A38 Steal 0.381° . 0.125° 3 114° Steal Ultmcon S. Pine 1° 1.375" 114 410 SS CreleFlex S. Pine 1° 1.378" 4 6118° Steel URimon S. Pine 1.25° 1.376 A" & "8° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I+- °B" DIM. -� Ond. °B° DIM. PRODUCTRIV69BD cormIyIng C�adibdroFledda Bane* J.J. 10 18/11 0 N�ppOp1CHI�AN��GExJ�TWHH1�(5p 571q5�y 7 J.R. 3/31/10 ReWelenc IIVFORMAI7lONkFORWLARLkera ru uw0LU� Road Ihn R°,detmx F.K. 4/4/07 8 NEW SHEET Rn BY Datc F.K. 7114/01 I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 ANCHORAGE WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PW.701 1 NTS 18 'm 8 I 4259.4 I D t,4 rtilTA ProductCOMMI `,.0w4( LYNN 40, * No.58705 • %� a' 8T to if , w� ''i110NA.;1,:: I # 58705 Head, Sip and Jamb Anchor Quantities Into Masonry (Anchor Types 5-7) Anchor Description Anchor Type A° or "B" Dbnenalon (In) 24 30 38 42, 48 54 60 67.876 Anchor Location" 6 8 7 6 6 7 5 8 7 5 6 7 5 6 7 5 6 7 6 6 7 5 6 7 "B, or "A" Dimension (In) Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/SfI 2 2 2 3 3 3 4 4 3 5 5 4 6 5 4 6 6 8 6 8 8 7 7 8 48 Jamb 5 4 4 6 5 4 6 5 4 8 5 5 8 8 5 6 5 5 8 6 6 8 6 6 Head/8111 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 8 6 7 8 8 8 7 7 eo Jamb 6 6 5 8 6 5 8 8 6 7 6 8 7 6 6 7 8 6 7 8 8 7 6 6 Head/Stll 2 2 2 3 3 3 4 4 3 5 6 4 8 5 5 7 6 6 7 6 8 8 7 7 Jamb b 7 8 8 7 8 8 7 7 8. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/SIN 2 2 2 3 3 3 4 4 3 5 5 4 8 5 6 7 8 8 7 8 8 6 8 7 72 Jamb 6 6 8 8 7 6 8 7 8 8 7 7 9 7 7 9 7 7 9 8 7 Head/8111 2 2 2 3 3 3 4 4 3 5 6 4 8 8 8 7 6 6 7 8 6 8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 HeadfSUI 2 2 2 3 3 3 4 4 3 5 5 4 8 8 8 7 8 6 7 8 6 ea Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head /S111 2 2 2 3 3 3 4 4 3 5 6 4 5 6 5 7 8 8 86.3 Jamb 9 7 7 9 5 7 9 8 7 9 8 8 10 8 8 10 8 8 HeaN8I11 2 2 2 3 3 3 4 4 3 5 6 4 5 5 8 7 5 8 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head►SIH 2 2 2 3 3 3 4 4 3 8 6 4 8 6 6 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/SS 2 2 2 3 3 3 4 4 3 5 8 4 • 120 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimenslons may be reversed to locate anchor quantities on the table. If so, the Head/Sill and Jamb rows must also be reversed so that the larger dimension gets the most anchors. Head/BM 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/Sill 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 15 13 12 HeadISUI 2 2 2 3 3 3 . NOTES; 1. ANY ONE SIDE CANNOT BE MORE THAN 145" 8Nl/ HAVE AN AREA OF MORE THAN 32FT". 2. FOR SIZES NOT SHOWN, ROUND IMP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL. WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND °8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. A° DIM. L Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - merd 5 114° Steel Utrncan *Matra Block 1" 1.26° 114" Steal Ultmcon 2.7k. Concrete 1° 1.376 8 1t4° 41088 CreteFlex (Hollow Block 1° 1.25° 1/4 410 S8 CreteFlax 3.35k Concrete 1° 1" 7 5116" Steel UI11acon Hollam Block 1.663 1.25° 5116° Std Ulbaoon 3.5k Concrete 1.26° 1° A" & °B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 13° DIM. —y A" DIM. - °8° DIM. FRODBCPRBVLSED ave4mpdyingwIb are Florida Buildlan Code Iteaad Bp Baud Br J.R. Data Reed er Grow By CIC 110/18/11 31/10 4/4/07 FJC Rovisiamo 0 RevWmw Ibnistcem C 8 8 NO CHANCE THIS SHEET fall ETE RJEFXAW ANU NIERSK ION TO INCLUDE NEW SHEET 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 NOKO FL134274 ANCHORAGE MASONRY SUBSTRATE xm ALUMINUM PICTURE WINDOW, IMPACT 10=14 No. 2.784" INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A .970" -01 .050° --041-o- 1 .975- 7/16" LAMI GLASS BEAD 1s MAT'L: 6063 —T5 DWG NO. 4255 .348 " --•,{ F- J II 975- .050° 1 -1/16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063 —T5 DWG NO, 4254 ro-� .874" -1 .047" INSTALL. FASTENER COVER 19 MAT'L: 6063 —T5 DWG NO. 4224 1.875" .082" .094" .082° 2.784" FLANGED FRAME O MAT'L: 6063—T5 D NO. 4253 W 3 BMW By; Oda Bnad"oa J.J. 10/18/11 0 NO CHANCE NOS SHEET ITEM DWG 8 PART 8 DESCRIPTION 1 4256A 84258 Integral fin Game head, sIfl & jamb • 2 4263 64263 Hanged frame head, sill & jamb 7 1155 781 PQX 88 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow johd sealant or 10 4255 84255 7/18 lams glass bead 11 4264 84264 1- 1/16lami LO. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (tNak) 13 4224 Installation fastener coeei 14 Dow Coring 899 glazing sealant or equivalent 16 Dow Coning 995 silicone structural sealant, black 17 7116" lams glass; 3/16" annealed - .090 DuPont Butaclte or Saflex KeepSafe Maximum PVB intellayer - 3/18" heat strengthened 18 1-1/16" laml LO. glaex 3/16° heat strengthened outboard - 7/18" airspace - 3/18" annealed - .090 DuPont Butaclte or Saflex KeepSafe Maximum PVB Interlayer - 3/16" heat strengthened 20 4282 64282 Archlteotwal corner key 21 7118" lams glass 3/18" heat strengthened - .090 DuPont Butaclte or Saflex KeepSafe Maximum PVB interiayerr - 3/18" heat strengthened 1 -1118° Iami I.O. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butaclte or Saflex KeepSafe Maximum PVB intedayer - 3/18" heat strengthened J. %J1 /10 C INFOR 710N FOR�iMGERNEMC�rON TO INCWUE DIY Bram By Oahu Chnalm0 F.K 711,803 070 TECHNOLOGY OISVE N. VENICE, FL 34275 P.O. BQX 1529 NOKOMIS. FL 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT SarIm/ronw 'Soots �mmh - IOvm a P81-701 NTS 8 m 8 D PRODUCT with Ika Florida !1-(110. ar. eQ DEPARTMENT OF PERMITTING, ENVIRONMENT, AND RECULA AFFAIRS (PERA) \_ BOARD AND CODE ADMINISTRATION DIVISIOM NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 ScorE: 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 "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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. 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 NOA # 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlanrddade.aov/nera/ /, NOA No. 11- 0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 POT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/2$/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and �cping on 05/26/16. 4 E -1 Perez, P.E. Product .+ n 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS AATHRUM 8H83132$ .---OPENING WIDTH FOR VERTICAL MULL SEEDETAIL A -D,GJk . SHEETS 24 ARCHES TO SE 663CRIERG MUM RECTANGMAR SHAPE HORIZONTAL LENGTH JSEE DETAILS AGM S: SHEETS 2-3 HOR O NTAL MULL. LENGTH ADDmONAL EXAMPLES OF MULL C4NRGURAT1O*4$: 1 1 EMS GET SHEET-8 NG HEIGHT FOR HORIZONTAL 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SCE SHOWN ON THE TABLE(S). EMS MAIL E. SHEET 3 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE- FLOATING AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUUJ NI CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4° FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEE81 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 18 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE TIE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON TIES SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. F6638mA1mN PRODUCTS MAY BE OF ANY TAIL MUST BB MANUFACTURED SYPGT. 7) ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS MALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL- 8443; ELCO ULTRACON/AGGRE -GATOR NOA'8: ANSYAFBPA NOS FOR WOOD CONSTRUCTION: ADM-N.UMINIUM DESIGN MANUAL 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR UEE IN THE HVIR. SINGLE MULLION SINGLE MULLION SEE CORRESPONDING NAILS FROM FIGURE 1 ABOVE. OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS INSTRUCTIONS* 1 MULL TO 2X WOODS........._....._ 2 MULL TO 1X 3 2 INSTALLATION NOTES.......m.... 2 MULL TO MASONRY - 3 MULL TO STEEL STUD._.......... 3 MULL TO MW.L.........................3 ANCHOR SPECS..._....._.__._. 3 ALTERNATATE CUPS«...._...».» 4 BAY MULL INSTALLATION. 4 1 X 2 X.126 MULL SPECS.... --...8 1 X 2 X .376 69AL EC8..........._8 1 X 2.78X 876 MULL SPEOB._.„.,.7 1 X 276X88 MULLSPEC9...,«....8 1 X 3.126X 800 MULL SPECS.-....8 1 X 4 X .126 MULL SPECEL..___ 10 1 X 4 X .376 MULL SPECB._.__11 1.G x 3.168X 185 MULL SPECS..12 2 X 4 X.28 MULL SPECK......»_. 13 2 X 6 X .26 MJLL SPL6;6_.. .14 126 X 2.11 X.126 MULL SPECS-. 15 30'X326 BAY MILL 8PEC8...... 16 46• X 326 BAY MULL SPECS.„..._ 17 IAILLION S CLIP DSENSR)NS... -1640 EXAMPLES 1 & 2....Y... 21 LOADING INSTRUCTIOIVB: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH Of THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIC LOADING IS °RECTANGULAR" OR *TR IANGULAR/ RAPEZOIDAL•. 4) FIND THE CHOSEN MULLIONS MUWON CAPACITY B.BSIFI°) FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 97 RESPECTIVELY. USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION E SPANNING VERTICALLY OR HORIZONTALLY). TIE M ULUON CAPACITY (LBB/FI°I OBTAINED SHALL MEET OR EXCEED THE EESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING OBT'A6VED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LOS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM TIE ANCHOR CAPACITY B.fS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATE/ANCHO R -CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF TUB MULLION GAPACPTY (LB&FT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE 0E0E94 PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH MIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO SE USED AND COMPARE WITH THE FINAL MULLION CAPACITY ass/FP) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 8) HIGHLIGHT OPTION USED AND TABLE VALUES USED 8N A SPECIFIC APPUCATIO N WHEN USING THIS ROA TO APPLY FORA PERMIT. L 1 Z 0 z 6 r J PRODUCT RBVi3ED as (3 with tbso FE Acmiga=No -.•:, Date r,: •1Tp DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) ED= RDISTAN M CE IMD 1260` MAX FOR SCREWS ALL MULLIONS ME SHEETS WED FOR HOLE =ATMS FRONT VIEW PHUAllfin PTKagal 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A,D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPUCATIONS BI MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4 EL AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE. tee am Tows ltmos MAN 2.7 • ; . CONCRETE OR MU • DISTANCE. SEE SEE TABI.ES EDGE TASTANCE 18.108 FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY AbICTIORS • • MINL7KBI CONCAVE OR WM FRONT VIEW SE VIEW EIMER THE STANDARD OR OFFSET KU CUP MAY BE INSTALLED BY TEES term= 2 c) 1 1 1-`5, DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) ETHER THE MADAM OFFTIE( MILL C WMMAY BE INSTALLED BY THIS METHOD TYP. ANCHOR SUBSTRATE, SEE TABLES 18.108 E08B DETAME FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR SUBTR SLTB, BEE TABLES 1&1011 MIN 2] KM CONCRETE OR CM/ FRONT MEW TYP.SUBSTRATE, SEE TABKE818•10 • sow .. • .i, I_ DISTANCE SEE TABLES MIN 2.7X81 CONCRETE OR CL 16103 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIM SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAME THE ANCHOR CAPACITY 15 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHOR MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE P/WHEAD, HE:MEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4• S.8. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION INTERSECTION NOTES: (U -CUP) TOP VIEW VAREST—H 1) MAY BE INSTALLED IN °TEE• OR •CROSS° INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CUP DRAWINGS, SHEETS 18.20 FOR CORRESPONDING MULLION FRONT VIEW DETAIL D. MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) STRUCTURE TYP. ANCHOR SUBSTRATE, SEE TABLE:8181M SEE SHEETS 1&20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 16108 SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL SRDS.TH28,ER THAN 10 GA AND COMPLIANT BATH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BYOTHEKS. USE WOOD ANCHORSPECS 1) WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SWEETS 8.17, FOR QUANTITY OF SCREWS. SIDE MEW EDGE DISTANCE SEE TABLES 18.108 Jg 2 ul m z g 3 1 k7 1 >>f 1 1 2 AcaaptmKOe No - �rJ • 4YNti Mq �f.,i o O•VCFJNS.•..,p* *T; • No .58705 • a 3 A% S FUxnoP.• &s �STIO�N�A -„ A. LYNN t!4LLER, P.E. FL P.E.# 88705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F -CLIP) (ANGLE CLIP) (ANGLE CLIP) 30.OR a8` SAY MULL TOP VIEW SIDE VIEW SHOWN WITH TX 4`X.128 MULLION STANDARD MULLION CLIP MODIFIED TOFR•FIELD OOMNTIONS. TYRANCHOR PER SUSST TE SEE TABLES 18-110 rxrx.128' ANGLE GDP, 2 PER MULLION END, MUST SE INSTALLED SOME OF MULL INTO WOOD. STEEL, STANDARD CLIP TO BE ALOE, CMU OR MASONRY ROMPED IN. PIETA, INTO WOOD, STEEL, ALUM, MU OR MAMMY NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2W X 2.11" X .128` MULLION. 2) 8EE TABLES 10-108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X8 CUP 13 NOT SUITABLE FOR THIS APPUCATON. NOTES FOR INSTALLATION OPTION 0 & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL tit SEE TABLES 18.11 B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. TABLE 9A Mutuon Capacity Tab*. (Ibe!(kr) 1 x2 x.121 Alum. Tubs Mullion Openbtg Width (for 5ye pamdngmU60na) or Opening Height (for hodson4*sPaM, maws) 701n 901n • 001n 10010 1201n 1401n 16010 Realsmolet LoatIng TapT5 Loading T2• 14adkl Load* Imam Rootormitar LoadInn 11441etgtdo 149018 100 6110*. Loading Loadro 1 Loading EmamO 700838.19 aeotsllg!1m 140&0 T0091e64 Loading 6�6 11 1 11 a 1 11 fi 1 11 1 1 42In 1119 408 129.8 kit 442 408 115.8 328 70.0 400 107.8 321 840 409 104.4 819 821 400 10.0 310 1 11 00.0 fi 11 11 1 11 1 408 104.0 310 40.9 408 1049 310 348 408 100.0 310 85.0 404 104.0 319 4500 749 812 85.8 258 824 312 73.4 232 525 312 07.0 248 40.5 812 832 248 41.0 812 819 244 87d 312 81.0 244 31.2 312 81.0 244 28.8 312 81.0 244 23.4 312 61.0 244 80.82510 63.0 281 70.0 234 83.2 281 819 228 45.8 281 55.7 224 89.9 251 82.1 222 35.8 201 50.1 91.0 281 49.3 218 28.5 281 49.3 210 229 281 48.3 218 20.0 281 0.8 219 54 4. 628 747 87.8 43.9 247 499 . 81.8 44.8 100 32.0 247 419 180 202 27 80.4 104 25.3 207 884 193 21.9 04.1 103 18.0 247 38.1 104 184 247 88.1 183 80 In 38.4 204 41.2 170 820 200 95.4 100 27.4 280 31.0 183 24.0 200 289 160 21.3 200 27.1 189 18.2 200 269 187 18.0 200 28.0 188 kiln 331 181 38.3 185 27.6 181 30.3 182 28.7 181 28.9 149 247 181 24.8 148 184 181 228 144 18.8 181 21.7 143 681n 28.8 185 306 142 24.0 185 26.1 138 28.6 281 138 18.0 189 21.0 124 72I 139 23.9 140 159 189 19.0 116 15.9 139 17.8 114 • 7561 10.0 128 147 109 15.7 125 188 107 70 b1 17.8 118 18.2 104 TABLE 1B AM920 Cop Marrs 8 27k 000100 Anchor Capacity Table (809) 891 Co4m. Hat* MU FEed (WU P7Ylood 666 Aottorlypa: 3118"Emo Una = 1!4' Soo Lamm 0/18' EOM Macon 3082 FAQ Uaboal 1/318000010000 10388 Elm Al*** 818" Egos UWS4on 10" 88 Etas 0108156 840.8819) 002886 Scam 032) 0129146 Sash (08) Edge 0101mm M): r 2-82' 1' 9.118° 1' 2112' P 2-172° 2' 84/8' 0.48" 0.53 0.924° 2 Arohas ®4.70' EOn. G 511106860 5r4 I 8t00611 01 9301489 (Pg. 1k 1.914° 38000 14(4° 35040 4-114' 480144 1.8'4" 800*. 2" 1844 140 1.144' 27000. RUC X08 1-114• 354566 1-14P 740000 1-143 Ito 1.174° 884 S8 r 1182166 1.6a 328110 4903' 4.2034 teen note 4) 680140 4 Anohas 1.16.140, 0.0 I StanderO (or 000000 (91s. 23 480140 70004 IBA WA NA USA .'6088 NSA NSA ESA NIA USA 0821163 840140 112014 4 Arm260 488" Mln. 0.0. / (2)20 Ante E41ps 4890.25 780 140 78088 88081 1580 Ws 1880100 54005 68098 ESA 78004 5880r 880140 23041!5 852140 84004 112088 2 Anha4 .048' 041.0.0. /1.1480 Into 1!8°Alm. (F9.49 NIA NSA N/A IBA PSA IBA 1451 NSA NSA IBA NBA NSA NSA NSA 718140 1 Anew tztlp re. 59 186275 19645 225Ibs 44585 862112/ 138 Da 14098 17784 37088 23495 532140 691866 ' 183 615 51080 260 Ms 2Meals .8181D6 0.0.4 P. 683 .02 240100 35088 NIA IBA NIA IBA 180®0 USA 444* WA NSA 32888 42065 600 ms NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: 0 0 • FIGURE 3; • FIGURE* • • °IGURE • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: 0 FIGURE e: • • ANCHOR CAPACITY ADJUSTMENT FORMULA; ) X (ANCHOR CAP.,,°,,,,.10ANCHOR CAP.. MULLION CAP.,005_, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPOMING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN TI-E MULLON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WITCH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMEN800N8. SEE SHEETS 16-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 16-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C410. WOOD 8HALi. BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063 40 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 38 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -.1 1.000' 2.000° .125° I'X2'X.126'MUUJON w W Z 2 f/J Jul 1 1 L 1 TABLE 2A Mallon Cepa: fq Table (lboI(tt) 1x28.378 Alum Tube 8013 Reaffi1ba LeacOng Opening Width (tor s rlicegt®paro61• 3882008) or Opoebtg (for horpont42p3p8Mnl mt2orm) 60 88 7361 8019 8013 90001 12061 1401n 18010 Tr421111e9. Leading Rectangular L9 Loe9g 7/57/08893 Rmtaa0lCv Leadtlg TapdTd611R 1245144 Remmgmar tDBdlig Tap1dan& LestOng Rmiwlda L4adk1 Loma R L4a91 Tm1MTda g. 19993 Reabangular 1.4991 T2. Last g RemagWa LeatOng Trap'(de g. LaadIng 1 11 if 11 11 11 11 11 if if 11 1 1 11 111 1 11 1 1 1 4210 170.0 620 170.0 438 161.3 862 170.0 478 120.7 882 170.0 113.8 882 188.8 618 100.8 482 188.9 817 606 882 184.6 617 78.7 884 1128 817 84.8 882 1880 817 4610 1219 607 1880 418 101.4 807 110.2 410 828 807 108.7 408 78.0 697 1029 309 87.0 807 89.0 287 80.8 607 60.0 39 687 807 680 369 43.4 607 98.0 968 68.7 389 982 1888 817 887 98.0 388 80.95m 10.7 438 114.0 876 88.4 468 88.9 371 74.1 468 60.8 384 84.8 486 84.8 380 679 468 51.3 357 61.8 488 803 39 432 488 680 29 37.0 468 880 388 22.4 458 81.0 868 8419 68.4 460 63.3 938 71.2 400 688 81.0 400 72.7 53.4 400 87.3 318 479 400 84.0 316 42.7 400 82.3 314 322 400 819 313 30.8 400 81.9 313 227 400 81.8 313 10/01 823 324 68.0 218 61.8 324 67.6 270 44.6 324 81.2 284 389 324 480 260 24.8 824 438 267 31.1 624 42.0 788 282 324 40.6' 223 324 488 263 128 324 40.8 268 83N 83.8 284 57.4 282 44.8 294 423 28 36.4 294 438 241 204 388 227 28.9 284 87.1 234 26.6 284 363 232 22.4 336 280 18.1 33.4 280 14.8 384 33.4 230 8038 43.8 486 290 39.0 29 424 33.4 288 87.8 211 282 288 34.1 218 289 31.8 216 28.4 288 299 212 16.0 286 2ao 210 18.7 288 27.7 208 14.8 288 27.7 209 721n 380 276 37.8 198 00.0 226 323 191 28.7 28.4 188 22.8 228 228 19 38.0 228 23.6 182' 16.0 225 921 100 18.0 226 20.3 12.8 226 19.8 178 11.3 228 188 179 7611 809 202 32.0 177 809 271 173 21.0 170 101 21.6 167 17.0 202 19.7 185 163 202 18.4 183 118 22 18,7 180 109 169 188 99 202 15.0 168 as in 283 102 28.8 188 90 192 28.1 186 202 192 22.0 182 17.7 192 18.7 168 15.7 102 18.9 157 14.2 182 182 166 119 182 181 182 10.1 192 144 130 8.8 182 14.2 180 90 18.6 144 10.0 128 16.4 144 121 128 8813 15.2 127 18.8 113 TABLE 2B Anchor C116 Pam 8921.439 76 Comma AnchorCapeo*y Taebb (916) Halm MU r Edge A9855717pe 3/12 1549121299 59 ambodv21822 143737 Archon *4.78° Wm O.C. / *Randal at 02441 1312 980 1R r 9137 Else tmn000* 6116 9180 3/23'1242 Macon 114- 91/422 114' 88 Soo OM' Eke Masan 114. 88 Bso AgaraGator 610 Steel 41299 8242 (05) 1329105) 812 Steel Swett (Gs) 4.034088 01.17 Min. 0.Q /13149426 (ar 088( CBp ( 'l9.2k 4 moors 066680.0. 120 248 Angle OBps I(Fie. 9 2-1137 r 2.197 8418' 2.197 380199 480104 72082 2An09uo O 0.461841 .0.C. / U422 694 26A1289. 92.4): PIA 1 Anew F420 0719. 121.7 38093 70094 780108 1214' 4501bs NIA 83094 12137 1-114' 818195 184499 270130 NIA PIA NIA 186084 189819 04002 1,24° 280164 28499 38062 N/A 880194 PIA 74002 WA 78082 483144 88462 1182104 PIA 68A NIA 83682 teal 2384104 WS* 1410. (see nobs 4) 928 tes 89205 83294 49lbs 860169 IIA PIA N/A NtA Nth 09A PlA NM 1120 ass 718 Ito 11149 18819 X 94 446 M 2 Arohas 01.16 MIA 0.2/ 14.99 (214 8): 2891 860 the 622194 135 On 141/196 177 Me 37019 234 UN 322 lbs 501 Ike 18319 2101/2 280 the NSA NIA 1gA ICA NSA 328635 42019 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CL63 FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: • • ro • GUILE • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: FIGURE 6: 0 • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE RECUMBENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MUUJON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AOC= OPENDIG WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWNARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18,20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1520. 4) SUBSTRATES: CONCRE1E SHALL CONFORM TO AO 301 SPECWICATIONS. HOLLOW AND GROUT-FRIED CONCRETE BLOCK UNIT 0L40 SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURSTREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMIODJM SHALL EIE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCRIRAL STEEL TO BE AT LEAST .125° THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Ps 1 1'54 ‘0, L1111111 TABLE 3A Mumon Caga00y Table (0fs{it2) 122.75x .376 Mum. Tube Halm Opening Width (for mo0ons) or Opening H0lgbt (for herbantallpepartnIng mt2028) 5015 6010 7015 Tn.„,.. LOe�1Y 80 15 8144180 ter 1051061 189715970. 5015 Redanguno 10018 12015 1401n ##1h I 16018 Talpflilang boning 1 if 1 1 4215 170.0 170.0 438 170.0 744 170.0 470 1700 888 170.0 170.0 092 170.0 818 170.0 1110 1702 821 1700 1240 1700 621 148.7 1001 170.0 821 127.6 7301 170.0 021 111.6 1301 170.0 5118 170.0 708 170.0 624 1700 660 170.0 684 170.0 852 170.0 170.0 1133 170.0 881 181.8 1188 170.0 677 188.8 1189 170.0 880 113.0 1139 170.0 680 87.6 1139 170.0 880 08.4 1136 170.0 680 50.07801 170.0 747 170.0 883 1700 806 170.0 831 101.8 1032 170.0 684 148.8 1032 170.0 728 180.6 1082 1700 747 117.4 1032 1700 786 879 1032 170.0 768 67.0 1032 170.0 766 73.4 1011 170.0 758 6415 170.0 7977 170.0 612 181,3 001 170.0 801 1362 607 144.7 750 122.9 507 162.8 720 107.6 507 145A 714 068 007 141.1 710 608 807 140.0 708 89.1 007 1400 708 88.8 807 140.0 709 6015 141.1 736 1519 828 1179 738 1309 811 100.8 736 1160 609 682 736 106.2 78.4 736 98.8 683 70.8 738 96.1 678 68.8 735 91.8 874 604 738 81.8 874 44.1 736 81.6 874 8315 121.8 086 130.0 870 101.0 688 111.8 667 67.0 688 868 647 78.2 8688 80.1 638 87.7 888 83.9 531 808 888 78.8 828 BOA 768 621 43.6 886 78.6 827 38.1 888 789 821 8601 7060 607 112.4 822 08.3 607 98.1 611 7215 81.8 810 66A 443 060 810 760 434 78.7 69.3 10 607 882 801 88.2 807 77.1 409 882 719 486 83.0 607 87.8 481 442 807 814 478 37.0 807 617 474 38.1 607 62.7 474 84,3 428 01.0 810 4.8 418 404 510 08.3 413 40.8 810 80.0 34.0 810 482 402 203 810 44.4 389 269 810 44.3 850 781,, MA 488 718 400 679 488 01.7 490 468 84.1 888 43.4 488 416 378 486 44.0 373 34.7 468 41A 388 28.8 458 97.7 362 24.8 488 38.0 369 21.7 488 3.7 858 7810 e42 438 87.0 381 68.8 438 58.8 878 46.8 498 48.0 388 40.1 486 44.7 380 89.7 488 40.8 321 488 88.1 351 266 495 34.4 844 212 488 97.8 341 201 438 812 840 0015 41.8 327 43.1 280 84.9 8111 30.4 285 202 327 31.8 280 201 327 28A 276 28.2 ffi 28.7 271 20.0 327 23.7 268 17.4 327 21.0 262 14.0 327 113 268 08 34.4 287 86.4 237 267 367 29.8 282 24.8 287 28.0 248 212 287 23.1 244 101 209 172 287 196 14.4 169 zu 10831 24.2 24.7 20.2 227 29.8 201 17.8 227 18.0 188 18.0 198 11101 083 215 72.7 104 18.0 218 161 181 189 218 18.8 168 12018 17.8 184 17.9 TABLE 35 Anchor Cap Patens 2 Edge Olden* 170 Cow* Anchor Capacity Table (Ma) 8.66 Cam Fad 011.1 PY1Nood 1141.1589 Ulbacon VW Eta Ulmoon SW Woo lAncon ite 85 Woo 114° Boo 180:48 108° Elea Of 68 Woo 1110 Med Macon AggreGaot Sese (0) 1112 830 Wow 936) 012 84681 &medium 03): Ano88049 4,76° Oh. 81861781 or 0192 alp 049. ty tbs 390 438 480 tto 70016 7801179 780 Ms NIA 45010 690 Ws 1644 118 N1A NIA 8817199 150010 189610 WA WA NIA 280 lbs WA WA We Ns WA 40 In WA 836 Ms WA 11173 88 448 Re 1,81be 3700 234 88 Wit WA 780 lba NOTE: FOR THE OFFSET 01.1P, USE THE SANIE ANCHOR PATTERN ANI3 ANCHOR VALUES AS TM STANDARD CLP FIGURE 1' 0 FIGURE 3: • • • • • • • • • ANGLE CLP MUST BE USED IN PAIRS. FIGURE 4: FIGURE lk FIGURE 3: 181 0 • • • NIA NfA NA 854 110 1101188 680110 25841bs 33210 587A071 183WAtio Ito 550 tb8 853 On 1120 Do Nth NIA 328 Ds NIA rielte 420 1178 680 On CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 2t ANCHOR CAPACITY ADJUSTMBIT FORMULA: USE THIS FORMULA TO OBTAIN THVANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUUJON CPPACITY (FROM TM TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. lagfiralgat 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOALMNG. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING VVIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN AFIE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS MM. AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES NIAY I3E DRUMM Re THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CM) SHALL CONFORM TO ASTP.1 0.90. WOOD t3HALL SE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF OAS. ALUMINUM SHALL I3E 6011345 AND BE A MINIUM OF .126- THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04V THICK (113 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .123* THICK AND A33. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. gi 1 * NO. 513705 sAIA TABLE 4A Mullion Capacity Table (tbal(tr) 1x275: 950 Alum. Tube Meant Opening Width (for ver6oatyalpa Mi mialon9)or Opening He :bt(for horizontally-apeman nears) GO In 00 62 70 In 80 in 9002 10591 12011 14001 18015 Recletedar 9407936. RedeaBar Loaros Lma9g 752/15650. Loading 7tLpirdan9 744074150. Loa®10 1.00 130 TeeWn)enp, LoacIng Lrae g Tam Loam Isedire �I 11 11 if 1 a if if if 1 a 11 if 1 1 a 4213 1750 170.0 438 1750 744 1700 478 1750 888 170.0 600 170.0 982 170.0 619 170.0 1118 1750 621 170.0 1240 170.0 821 170.0 1489 170.0 521 166.7 1520 170.0 671 1889 1820 Tao 4891 170.0 708 170.0 624 170.0 880 170.0 684 1760 892 170.0 630 170.0 1183 170.0 681 170.0 1275 170.0 677 170.0 1417 1700 880 141.7 1417 170.0 121.5 1417 1700 880 1088 1417 50.82515 170.0 747 1700 1750 898 170.0 881 1700 1046 170.0 684 170.0 7195 1750 723 162.0 1288 1700 747 143.3 1288 170.0 766 121.9 1288 1700 758 104.5 1038 170.0 758 81.4 1388 170.0 8415 170.0 791 170.0 812 170.0 858 170.0 681 1700 1110 170.0 754 180.7 1130 170.0 801 133.9 1130 170.0 687 1200 1130 170.0 858 1000 1130 170.0 881 881 1130 170.0 681 76.3 80 in 170.0 888 170.0 701 148.5 818 182.8 781 1266 918 144.5 748 1088 815 1323 786 87.6 918 1239 728 87.8 815 1186 720 782 915 114.4 715 62.8 918 114.4 716 840 114.4 03 ae 1510 830 481.0 710 12E3 1380 684 1008 890 12&2 881 54.9 890 1122 870 64.4 830 104.8 852 789 690 894 658 999 830 045 648 64.2 890 00.1 849 47.4 881, 192.1 757 1450 880 1100 787 118.8 721,, 101.7 1688 8882 84.8 81.0 640 780 885 671 498 711 571 708 787 109.5 624 828 757 981 614 79.4 88.1 805 63.0 842 600 690 79.0 689 472 707 782 691 41.3 80.1 039 838 722 621 58.5 038 88.8 614 509 536 523 424 638 57.2 600 88.3 636 668 51.8 070 479 64.1 571 658 480 571 55.5 484 492 51.8 450 38.0 571 47.0 451 30.9 671 448 447 270 44.5 781n 60.0 60 53.4 474 88.7 644 709 480 811 542 611 459 50A 642 667 449 44.4 842 61.0 442 450 542 47.8 431 693 642 416 429 268 642 458 425 29.0 9015 521 40 53.7 331 494 40 49.4 355 *2 407 389 349 325 407 363 343 259 407 52.1 388 280 29.8 834 21.7 407 6.1 80 15..8 407 241 872 188 9910 420 368 44.1 820 858 358 572 314 30.7 868 33.4 sec 358 269 304 299 368 281 300 21.6 24.0 280 479 30 21.0 289 16.3 19.2 284 1081, 30.1 258 309 255 211 283 260 251 21.6 225 247 188 190 244 16.7 209 16.0 200 10.1 18.6 111 In 270 20 28.8 242 291 287 28.8 238 189 287 209 285 17.3 183 231 184 267 189 12001 220 229 223 209 163 279 158 208 167 182 202 TABLE 415 Aanhor 2.0 08050 Anchor Capaelg Table 3115. 20812000 Eicausecce 4.76.152. 0 2 023061 Embedment 04 St 1 Anew/ F420 (06. 0 185 lbs ar 001 00 (513. 2 430818 0.45. 5419. / 134312 Ito VP Alum (Flg. 1013* 8155 Maxon 3118° Mason Hollow 091 114. tarance NZ SS Elm Mr 11136 tW 58 Wm A81850122 1.111050 AggeS5Por 2" 1140 PT 6143 SIsel Saw 5551 oar 85392 (06) Metal 512 Med Salew 35089 39010 460 558 880 tts 1844 Its 001U 380 Um 354 Os 140 Eke 08185 0410 110 Me 400 lbs 7000 NIA NtA NIA NIA 350 28 NIA 010 AVA NIA 326 95 000 Ade 4) 000 Om Ibs 1896 Ms 680 lba PEA 936 tba gee 166 NIA NIA NIA PEA NIA 1120 lbs 223 Ws 445 Ibe 812 Ws 234 EU 01 0s 1010 21010 280 lbs 2 And525 1.157 Wm 0.611400 0.12. 24010 NIA NIA NIA NIA 928 eat 42010 58016 NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 0 FIGURE 3: • • FIGURE 4: • • FIGURE 2 • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 8: 0 • FIGURE • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORNIULA: USE TIOS FORMULA TO OSTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROIt4 THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MIND/AIM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTEk 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN WU. LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUM SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOI.ES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FLLED CONCRETE BLOCK UNIT (MAU) SHALL CONFORM TO ASTM GSM WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF OA. ALUMINUM SHALL BE 608345 AND SE A MINIMUDA OF .12s• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128* THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRF.ADS BEYOND THE MATERIAL ipi 3 PROM= REV18130 0 complying with Ow 010401 B00120 Code A02012240 Att TABLE 5A Mabel Coady Table (thee) 1 °x3.12rx .800° Alum Tube Mu0 Opeehg Width (lanereceepspannIng man) or Opening Height (for Ito Qy- spaiming ogees) 808 7010 8010 90 10 19010 120 In 14010 mob Resteraded Loading T L081B'0 Reolannutat Loan LOrdat0 18opt4m Lambe Tt0MTl1on 0 Reatengube Lcedbm Trapimo* Lmang R60tett91et Lambe 718077087. leading Lettene Tept7M1 9. tendem Leafing Rwiengular 10517T086. theft 0 Loet87 Leading Rectengtdet Loading Leafing 1 a 1 11 1 11 1 11 11 11 if 1 1 11 II if 1 11 3 42 In 170.0 820 170.0 498 1740 744 170.0 476 170.0 888 1740 690 1740 era 170.0 018 170.0 1118 1740 821 170.0 1240 170.0 821 170.0 1489 170.0 821 1740 4810 170,0 708 1700 624 170.0 890 1740 884 170.0 802 1740 890 1740 1133 1700 681 170.0 1278 170.0 677 100 1417 1740 830 187.7 1907 1740 858 1361 1577 60825m 170.0 747 170.0 683 170.0 668 1700 831 170.0 1048 1700 684 170.0 1186 170.0 729 170.0 1348 1740 747 170.0 1484 170.0 788 141.7 1490 170.0 758 821.6 5410 170.0 7W 1700 812 170.0 098 170.0 891 170.0 1118 170.0 769 170.0 1276 1700 600 166.1 1401 1700 637 149.8 1401 170.0 880 1240 1401 170.0 881 108.0 1401 170.0 808 170.0 888 170.0 701 1740 1058 1700 707 1648 1166 170.0 08 196.7 1188 1870 123.3 1158 1805 017 111.0 1166 149.7 910 029 1158 144.8 990 703 1150 SW 144.5 6315 170.0 090 170.0 748 189.9 1040 170.0 858 137.0 1048 188.6 110.8 1049 141.7 644 1066 1049 1320 838 860 108 126.6 700 1045 1168 668 110.9 868 1808 966 1100 789 100.0 181.8 804 119.1 886 1847 758 104.2 058 121.4 776 028 1120 758 83.4 158.4 800 865 868 749 58.6 7215 158.8 18.9 697 107.0 803 114.9 882 e1.8 809 101.1 80.3 803 912 858 71.4 803 84.9 940 04.2 803 760 642 63.8 803 722 44.8 7810 100.2 721 114.1 840 91.0 721 67.0 818 78.0 721 661 806 88.3 721 706 60.7 724 701 658 618 68.4 679 469 721 • 914 658 39.0 721 564 34.1 721 781n 101.0 684 1024 609 04.2 6044 804 .687 722 884 78.4 678 83.1 664 70.4 067 661 884 84.4 688 58.0 660 69.9 681 42.1 654 641 841 941 538 624 0015 868 614 58.9 458 64.8 614 67.3 448 47.0 814 000 440 41.1 814 490 968 614 406 427 929 614 37.3 421 27.4 614 33.0 412 228 614 80.4 403 9010 54.2 402 86.7 404 462 452 47.0 390 367 482 409 300 33.0 462 314 884 30.1 482 02.9 078 27.1 462 80.0 973 228 482 20 886 10.4 18.9 10811 58.1 967 889 322 31.7 387 *7 772 307 264 312 23.8 367 262 300 21.1 367 27.7 9e 19.0 967 20.8 280 180 307 18.0 290 15.8 11.9 11116 *1 336 389 308 90.2 301 801 25.0 3911 90.1 298 21.9 338 *1 148 208 286 179 *0 284 148 398 188 278 125 VS 11.0 12010 27.7 202 283 23.1 269 23.7 168 280 20.6 280 17.8 280 181 22 10.4 258 169 249 13.9 258 149 248 11.0 230 129 240 99 8.7 10.4 232 TABLE 5B Anchor ate Parham SubsOsta Anew 1109 Edge Ofstowe Embedment 2 Annum 40 re° ran 0.0. Sbnebsd 4. 0113 1 Anchor Capaalle Table (Ms) Otmente 1/4" END Macon 3.32 Cam 811, Erae Mean 39011m 45012e eau es 1844 FEW COW Wood meta 3/18. Woe Unman 1/4" Elm Mown 1/4. 6$13100 Mr Elea Mown 1/4' 8819se Wray (05) 1112 Wed Gam 036) 812 Steel Screw 638) Mar Lba 270114 lbs 384110 740111e 485 Dm 864 Ms 2. Ite 420 tes (we note NtA 380 Ite IVA WA WA NIA 11213 res 3 AnNum 0.40 Min. 0.0. U4212 1/Er Akin 7142 780 98 78171138 680 On 840 08 WO Da te OW lbe 22434 tbs woe 1120 le WA WA NIA WA WA NtA WA WA atA WA NIA 1074 Om 188130 225 lbe 135 IbS 140 Ms SUM 380 Ms WA 190 te NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUF.S AS THE STANDARD CUP. FIGURE 1: 0 FIGURE 3. FIGURE 4: • • • 0 • FIGURE • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: FIGURE 0 • • WA FVA NIA WO Ea ANCHOR CAPACITY ADJUSTMENT FORMULA: MULLION CAR..., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN rr IS LOWER THAN 11E WALLION CAPACITY (FROM1HE TABLE) OF THE SELECTED MULLION. IT WEL YIELD A MINIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE MEETS 2-4 FOR GENERAL INSTALIATION METHODS. 2) LINEAR INTERPOIATION BETWEEN MULL LENGTHS AND/OR OPENING VVIDTHS 83 ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRIUED THE FIELD FOLLOWING DIMENSIONS SHOVVN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRE1E BLOCK UNIT (CMU) SHALL CONFORM TO ASTAI C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083-15 AND BE A MINIMUM CW .125* THICK. STEEL STUDS TO BE A M04IMUM GRADE 33 AND .045* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A.38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.1 hi 1 89 eompleho wfth1/83 Mao Nadas WNW Amylases Ws TABLE BA 4AuMon Capoefty Table () 1 x4x.126 Alum. Tube 6WWon Opening Width (fOr88r0121Ry.apam811g molars) or Opening Helgbt (for b041mn16y spemnng mu00ns) 60 40 8019 704n 6019 9019 10001 12019 14001 180 In aadangldar laamn0 Maplatm9 IMAM T14040609. LoadO4 Reo* LeadIng Tam. Loading Rectangular Lento LtsedIng Restematar Leading 7543119003. 4ae0746 78517843 loadtag Rmteronar Weals T448Tdana. Lnadho 754/709119. Load n9 Rectwoular Loading 1 1 11 1 11 a 1 d 1 11 1 11 1 1 11 1 4240 170.0 920 170.0 436 170.0 744 170.0 478 170.0 805 170.0 800 170.0 892 170.0 819 170.0 1118 170.0 821 170.0 1246 170.0 521 170.0 1408 170.0 621 140.0 1468 170.0 821 4640 170.0 708 170.0 624 170.0 660 170.0 884 1700 892 170.0 880 170.0 1131 170.0 001 1700 1278 1730 180.3 1303 170.0 880 1303 1903 170,0 883 111.7 1309 170.0 60.846 01 170.0 747 170.0 170.0 898 170.0 831 170.0 1046 170.0 884 170.0 1198 170.0 723 188.1 1235 170.0 747 140.5 1700 758 117.1 1238 170.0 760 10.4 12� 57.0 1235 0419 170.0 797 1700 812 170.0 008 170.0 881 170.0 1118 170.0 784 104.4 1168 170.0 803 137.2 1146 170.0 837 129.6 1188 170.0 888 1029 1168 170.0 881 882 1188 170.0 772 8001 170.0 886 701 188.7 1042 1700 787 142.0 1042 181.1 12&1 148.7 810 1112 1042 1388 801 100.0 1042 781 63.4 102 120,1 792 71.8 1042 83.5 125.1 702 8319 170.0 930 170.0 74$ 151.2 892 183.8 519 138 982 144.4 788 118.4 181.0 702 1008 092 121.4 788 837 114.8 768 882 146.4 745 602 108.0 744 6019 146.4 847 170.0 788 197.8 947 148.0 788 1101 847 180.8 788 103.4 847 117.7 762 919 047 1087 738 82.7 847 1022 689 847 95.1 713 69.1 947 711 7319 136.8 848 142.7 737 113.2 049 121.8 722 87.0 849 1089 700 84.9 848 88.4 688 789 0498 46.7 879 848 02.7 876 88.8 848 75.3 889 48.8 849 esa 78 fn 1138 746 1237 886 88.3 762 1028 862 828 762 804. 840 722 762 009 B2a 84.2 746 74.2 520 87.8 782 89.2 813 48.1 782 828 802 41.3 702 OM 7861 100.0 724 111.4 834 080 724 64.0 8221 78.3 724 $28 809 699 724 74.4 680 89.4 724 881 691 83.4 724 63.4 889 44.0 734 07.3 38.2 724 sas 724 4640 899 648 71.8 483 88.0 643 80.7 474 49.7 843 920 488 438 848 47.1 488 35.0 643 47.0 462 34.5 843 38.0 448 20.0 843 34.9 24.0 843 420 03 07.3 478 88.0 427 47.8 478 49.7 410 40.0 475 432 413 399 478 98.8 408 31.0 478 348 400 28.7 478 32.0 396 239 479 281 088 309 478 10840 40.3 377 41.9 341 339 377 049 33$ 289 377 30.0 330 20.2 26.0 328 2Z4 377 24.0 201 377 220 317 18.8 977 10.0 510 144 377 304 11119 37.1 387 87.8 323 329 367 819 318 28.6 357 27.0 313 232 357 24.4 906 20.8 367 22.0 180 397 20.1 301 184 387 17.4 294 14618 28.3 305 19.8 248 306 29.1 274 21.0 308 21.7 270 18.3 183 267 133 308 17.3 283 1441n 17.0 212 11.2 118 TABLE BB Anchor Capacity Table Os) Anchor ato Palen flebelrete Corm Hdlow COW MOW Matal Ando, 'Wee: 3118' Eke Utbaam Mr Eke Malmo 3118"800 Unman 1/4' Elm Ultscan v403 Elm AgrosGatat Mr Etc* Moms Agstattador 1110 Steel 0125W Screw 015) 844448818) 012 Mad 1' 2' Ernterinterd 612 1-314" 2 4.75' Wm / Mondavi 42114910. 1 ern 330 Oa 300 Ibs 1844 tba 270113s 28010a 30411* 740 Its 409 Ms lbs Hee en Ms 4201M 031103 Axiom 45 2.28 bet 0.0. / Standard (Fig. 3b 7111) 700 fts 580 Ms 1410 Ito NIA 500 tbs 4313 lbs NIA NM 652 lbs 840 1bs NM KM 700 Its Nek WA WA 1301 Om IMO Ite 2240 Os 780 Um MOO* 1780 lbs 3288 Ibs 708 Ito 1880 Os see lee 1333 tes 2384 lbs 401 1020 tba 2340 the 2844 Os Ibs 540 lbe NIA 1140 lbs tme sietbs 85220 8400as 078 Ms 1280 Ms 1130 Ost 1880 Ws NIA NIA NIA NIA NM NIA NM NIA WA NIA INA 1432 lbs 2 Mahon 22,17 Ka. / 54219 (FM 11X 350 Om 350 lba 290 Os 705 105 478 Its NM 3281118 MO Ms 880 Ms NM NIA NM 552163 840 tbs 1120 Lbs NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VAUES AS THE STANDARD CUP FIGURE 1: 111 FIGURE & FIGURE 2 • 1 FIGURE 3: • • • FIGURE 6: • ANGLE CUP (FIGURES 6136) MUST I3E USED IN PAIRS. FIGURE 4: 1 FIGURE 6 FIGURES FIGURE 7: At4C14OR CAPACITY ADJUSTMENT FORMUIA: MULLION USE THE FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRE-SPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN TT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTAUATION METHOD& 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR E3CACT DINENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOINING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT-PULED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF .125° THiCK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (113 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND AM AU. ANCHORS 11410 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Bo it 4 !I 1 PRODUCT 121WIMAS Oundiim Coda Moos= No 1011 Mill NO. 587°5 isoF A. LYNI4 FL REM 58708 TABLE 7A Mullion Capacity Table (lbelfe) 1x4x376 AWm. Tube MuWon LeadIn2 7T3ana Wiens neat ear testae tomes Re9tm9ulat taedlag ttapnteuto. Loading • ReelmrpNar TrapTAm@. 1.0480 Remaapakv 1.09349 Laaeng Rectangular Opening Width (for mullions) orOpe9Mg Height OorherhertetpepervdrE mullion) 6019 6019 Reaten9aer Loading Treprdmq. leatOng 7019 Rectangular 1.9441917 9819 9010 10019 12019 140 En 1 11 1 1 4216 1700 820 170.0 486 170.0 744 1 170,0 478 1 11 170.0 888 11 11 d las 1 1 11 170.0 1-1 170.0 8 1 11 1 170.0 808 170.0 092 170.0 018 1700 1119 170.0 021 1700 1240 621 170.0 1488 821 170.0 170.0 170.0 4819 170.0 708 170.0 624 170.0 680 170.0 884 1702 170.0 630 170.0 1130 170.0 661 1700 1278 1700 877 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 80026 In 170.0 747 170.0 883 179.0 898 170.0 031 1700 1048 170.0 864 1700 1185 170.0 728 170.0 1348 170.0 747 1700 1494 170.0 740 170.0 1793 1700 759 1700 5419 170.0 707 170.0 812 179.0 888 1700 691 170.0 1118 170.0 794 170.0 1276 170.0 803 170.0 1434 1700 837 170.0 1594 170.0 886 188.0 1798 170.0 861 170.0 170.0 6019 170.0 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1694 1706 989 8319 5919 1700 170.0 745 170.0 1118 170.0 170.0 1852 1700 840 170.0 1488 170.0 1018 159.7 1842 170.0 1078 186.8 141.0 1819 1700 1033 128.0 1810 170.0 1083 111.0 ENO 1617 170.0 1122 117.8 1842 188.8 1186 1542 72 19 170.0 874 170.0 170.0 1189 170.0 003 170.0 1384 170.0 1083 180.8 1472 1700 1088 1429 1472 188.9 1140 1206 1472 1868 1160 107.1 1472 147.8 1108 1472 1104 80.8 1472 170.0 1083 170.0 978 170.0 1278 170.0 1009 160.8 1020 188.2 1101 1320 1920 148.9 1082 117.3 1320 1378 1083 101e 1320 1788 1048 800 1310 117.0 1024 1320 1013 68.0 7919 170.0 1122 1700 937 140.8 1184 1804 1013 128.2 1184 133.9 884 112.2 1184 126.7 078 59.7 1164 116.3 084 88.6 1184 1078 882 74.8 1184 67.8 936 Ns 79 49 1601 1124 170.0 138.4 1124 147.0 986 1168 1124 178.0 847 103.8 1124 1108 031 923 1124 1086 846 83.0 1124 90.8 908 983 1124 840 890 1124 94.3 903 1831 844 111.8 750 90.1 844 94.3 736 77.2 844 821 724 97.8 844 733 112 40.1 844 86.6 702 84.0 814 81.4 598 45.0 844 84.2 978 60.0 47.7 (51 19 801 742 91.6 859 74.2 742 17.2 682 83.8 742 ma 841 80.7 742 098 831 408 742 84.1 448 742 446 814 37.1 742 43.0 800 18519 82.8 488 83.9 610 82.1 688 638 821 44.7 685 48.0 813 30.1 888 41.4 608 34.8 889 373 498 31.3 186 843 492 221 898 26.0 481 11111 87.0 668 688 480 668 49.6 498 41.2 42.9 30.0 885 38.0 480 32.0 868 942 479 268 31.3 487 24.0 27,1 467 24.3 449 442 12019 48.8 478 480 483 380 478 426 32.8 475 39.7 420 38.6 478 29.8 414 28.3 476 20.6 409 228 476 24.0 404 19.0 478 21.1 398 475 14.3 14419 28.4 207 27.0 330 71.4 831 18.9 330 19.3 797 19.6 17.0 293 TABLE 7B Anther 028 Pafterna Anchor Capacity Table (lbs) 3.51 Cow. Ntalwe Red 1132.1 PT Wood Motel Anchor Ape: NW Elm Mum NV Eke Oa= Edge DIstan 8* 1. 1' Mem 1200 Ultra= 1/4* Woe Iftscon VC 83 Elco NW Mee Ulmon MO Stag 01mew RN) sumo Saw 000 Bare" (04 Embedment (115 1314" 1' 2' 234248 08 4.7594. / SIandardalp (44 1 at* 39014 4 An02004 fg 2.28* Wm 0.0. / 8210411 Rig. 14 70013 flAntave 00 1.1r 43 /1344829 (F1g. 4:4 980 83 14AR 14/4* 38014 480 40 Ma 1844 Ms 270 110 844 188 740 03 (214 tbs 1142 lba 828 lbs 420 lba Ram note 4) 70048 880113 1400 Ms NIA WA NIA NIA AA AO lb* 1120 Me 780114; 800 Dm WA 740 110 WA WA 1804 Re 2240 122 UM Rs 0288 Ws 540 Re 820 ms 708 lbs 1480 as 038 Ite RN Ms 2384 Ma 862 fba 1125 Ma 117023 1020028 NIA 2940 Ito 2844 Ms NIA 1140 Om 1404 lbs MO fin Melte IWO 110 2A141103 a UP 1418. 0.0. F4X1/ (288 4 KM 113 800 On 280 lbs WA NtA WA NIA NA 700 18.8 708 Rs 478 Re hiA tRA Ilss MB 85 NIA WA WA 080 Ws NIA NIA 052 ass 440 las NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: 0 0 0 FIGURE 5: FIGURE 2: 1 11 1 FIGURE 3: • • FIGURE 8: • 1 ANGLE CUP (FIGURES MN) MUST BE USED IN PAIRS. FIGURE 4. • 1 • FIGURE 8 11 ROME 7: FIGURE 9: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN OE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL VELD A MINIMUM ANCHOR CAPACITY VVHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACHY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 81.6E722 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAUATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND1OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1620. ALL MULUON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FELD FOLLOWING DIMENSIONS SHOINN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHAU. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND t3ROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0410. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 13083-18 AND BE A MINIMUM OF .125° *UM STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128" THICK AND An ALL ANCHORS iNTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4.000" (go si ti ithilk FL P.E.0 53706 TABLE 8A M11moe Capaofty Table Obeffla) 1.26" x 3.188" x 288" Ahun Tube Mull 6010 Opening Whttb (torcaoy.spandng m900re) or Opening Height ((or h4Aronia0y-6pa,Wng miens) 002 7010 6012 00 tit 10011 12022 140141 180 la 1000010 100d241 Loading 10660266 109652 1404 24008241101 7185476605. 100000 Loading 7 1 0018 716587881058. L6adiW 70/91890. Tr . Loadv 10460 Loading 1 1 2i 4210 170.0 6zo 1 170.0 435 170.0 744 1740 476 1 1 11 170.0 170.0 606 170.0 892 i1 1 1 1 11 170.0 510 1740 1118 170.0 6T! 170.0 1240 170.0 521 1 170.0 1488 1 1702 1 11 1 11 if 170.0 1735 170.0 48 In 170.0 708 170.0 024 170.0 1740 584 170.0 092 170.0 830 170.0 1188 170.0 801 1100 1275 170.0 877 170.0 1417 170.0 880 180.8 1648 175.0 660 1027 1848 170.0 60028 In 170.0 747 170.0 693 170.0 886 1740 431 170.0 1048 170.0 170.0 1188 170.0 723 1700 1348 170.0 947 187.0 1488 170.0 788 129.2 1488 170.0 758 118.3 1486 170.0 104.4 1495 541. 170.0 797 1700 812 170.0 968 170.0 601 170A 1114 170.0 744 1700 1278 170.0 803 168.1 1376 170.0 637 1448 1318 170.0 888 1242 1378 170.0 104.0 1378 170.0 1378 0012 170.0 896 1700 701 170.0 1083 1700 767 168.9 1188 170.0 878 135.0 1158 167.4 830 122.6 1158 166.8 810 1112 1168 180.0 812 92.7 1155 144.8 006 744 1108 144.8 8312 170.0 830 170.0 745 150.1 1581 1700 800 1372 1061 158.6 882 120.1 1061 142.0 848 158.7 1051 1926 637 88.1 1581 178.7 830 eon 1081 110.6 88.8 1001 821 66 la 107.1 057 1740 788 139.2 857 151.8 658 110.4 957 134.0 790 104.4 887 121.6 777 923 057 112.8 787 840 957 1008 750 88.8 057 100.0 750 89.7 857 748 7218 1207 504 158.2 680 1073 004 1102 884 91.9 804 101.3 871 04 804 81.4 480 71.8 504 84.1 858 54.4 804 78.8 643 583 804 723 833 58.0 004 835 7812 100.4 722 114.4 912 722 07.2 616 702 122 85.3 808 644 722 707 688 648 758 703 688 64.7 722 66.8 880 408 722 89.6 851 722 7819 101.2 686 105.0 800 84.4 085 88.8 723 78.8 577 43.3 895 70.6 658 862 84.8 50.6 858 60.1 88.9 422 805 64.3 643 38.2 886® 80.7 00 Is 85.8 615 88.0 457 64.8 515 67.8 440 47.1 515 601 441 412 516 44.7 484 583 518 40.8 429 83.0 818 57.4 422 27.5 616 83.1 413 233 818 30.5 407 818 Mg 84.3 453 85.0 463 483 4.1 58.8 488 41.0 891 33.0 453 58.1 985 502 23.0 879 27.2 483 30.4 374 22.0 463 as 10.4 403 24.3 17.0 10891 38.1 358 90.0 324 31.8 358 M0 318 272 088 28.4 919 23.8 958 282 508 212 358 22.7 504 141 355 *5 300 18.9 358 18.0 003 11181 241 390 353 308 293 338 30.1 301 26.1 958 241 237 223 998 232 253 102 333 203 285 17.5 3M 19.1 288 12040 27.8 580 25.3 232 23.8 920 100 200 20.8 258 17.4 250 1e2 03 18.4 280 104 249 14410 141 501 18.3 188 TABLE OB 20 906404 Anchor Capacity Table (lb') ale Cana 194164 010 Rase 061/ PTWood MON Anchor 1106 Ed. 016099 09 3/110 Eloo194809 114' Moo Ube= 6/115' Elm NW END Ultrtemn 114* 001 Mao= 114. 89 836 Mr Eke VW 89 END 010 0841 86069 (GN 812 Med 8/01438080 008 aur 2 Anchors 04.76'00 0.0. 8061841 0006 19 1 MON/ NON 069. WA NIA WA 880 es NIA NIA NIA 1120 116 WIC Geo 163 (6860101e 4) 00 Ns 390 On 270 Ms 280 On 488 Ito 884 Ms 1182 Oa 326 lbs 680 the 70 IN NIA 780 Ms taA 1080 Oa 101 Me 540 Pa 680 lbs NIA 780 Ms We On lbs 7284 to 852 Ws 1120 Ws lea lbs 188 96 WA NIA WA NIA NIA WA NIA NIA NtA 350 ON 82 2 66 140 ON In On 370 lbs 332 Its 691 844 SU On NOTE: FOR THE OFFSET CUP, USE 11.IE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: FIGURE 2. • 0 • FIGURE 4: • • • FIGURE 8: 0 • • • • • • FIGURE 8: • ANGLE CLIP MUST BE USED W PAIRS. NIA NiA NIA 50 lte 650 as ANCHOR CAPACITY ADJUSTMENT FORMULA: MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN TIE MUUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHCR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUMION8 ON USING TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION NIETHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OMR° WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY I3E DRILLED IN THE FIELD FOLLOWING DWENSIONS eatowN ON SHEETS 18-20, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WM AN SG OF 0.85. ALUMINUM SHALL SE 8083-78 AND BE A MINIMUM OF .126° THICK. 87EO. STUDS TO BE A MINIMUM GRADE 33 AND .04/3* THICK 418 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A38. PLL ANCHORS INTO METAL SHALL E)CTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 3.188' 4 PRODUCT REVISED as complying with Worlds Building Care A. oGeNss No. 68705 TABLE 9A edam capacity Table 0381127) 2x4x.28 Aban. Tuba Mu81on Opening Width (kw oertlerUlpepamtam wawa) or Openklg Height (66r hodsollaty-apanmdng m68ona) 801n 60In 70 In 660 0040 100 Di 12061 14060 > Loading Taµrf4alg. Loading Re Blau 6.00 19 13696 Rectangular Lowing 7618066. Loading Rectangular Ldmellng 169/18al9. Reotangtflor Loodtre Ta1rT4ana Ldme6lg Redenguter Tap#76112. 000018 Reolartgetor Loading 000017 Roams* Lowing Loading RectangWer Loadng Loadlog 1 1 42 60 170.0 ego 1 11 1 1700 170.0 744 170.0 170.0 686 1 11 yy1 170.0 170.0 982 170.0 618 1 170.0 1118 170.0 821 1 1700 170.0 1-1 821 h 1700 146 4810 170.0 76 170.0 824 170.0 8660 00.0 884 170.0 902 170.0 630 170.0 1133 1700 661 170.0 1276 170.0 err 1700 1417 170.0 680 170.0 0700 1702 880 �gg �E 1700 170.0 1 170.0 521 170.0 80.0281n 170.0 747 170.0 563 170.0 86 170.0 881 1700 1048 170.0 884 1700 1100 00.0 728 170.0 1345 170.0 747 170.0 1484 170.0 788 170.0 1789 170.0 768 758 2391 170.0 6461 170.0 797 170.0 812 170.0 858 170.0 891 170.0 1116 170.0 754 170.0 1278 1700 003 170.0 1494 170.0 937 170.0 1894 170.0 O6 1702 1913 170.0 61 170.0 601 170.0 170.0 701 1700 106 170.0 787 170.0 126 170.0 878 170.0 1417 1702 944 170.0 1694 170.0 999 170.0 1771 170.0 1033 1700 2100 170.0 2479 170.0 Ian 2880 831 1700 930 170.0 745 170.0 1118 170.0 950 170.0 1302 1702 040 1700 1488 1700 1018 170.0 1973 170.0 1078 170.0 1859 170.0 1122 170.0 2231 1702 1189 1171 lax 170.0 1171 681 1700 874 170.0 789 1700 116 170.0 803 1710 1384 170.0 1002 1700 168 1700 106 170.0 1783 170.0 1158 170.0 1948 1702 1210 170.0 2338 170.0 1276 2437 2437 7210 1700 106 1700 070 1702 1276 1700 1009 170.0 146 170.0 1126 1710 1700 170.0 1228 1700 1813 170.0 1818 170.0 2128 1700 167 146.6 2184 1700 546 78In 170.0 1122 170.0 937 170.0 1363 170.0 1700 1870 170.0 1209 170.0 1704 170.0 136 1001 1880 1701 1421 140.6 176 170.0 1800 1228 165 181.8 1646 7860 170.0 1481 170.0 087 170.0 161 170.0 1110 170.0 1811 170.0 126 170.0 1842 170,0 169 1827 1851 170.0 1474 187.4 161 183.1 1500 114.6 161 147.8 1473 1864 430.0 lam 901n 1700 1328 170.0 1144 1491 196 156.0 1219 127.6 1393 1300 116 111.5 136 121.8 1178 99.4 181 1102 116 806 1008 106.0 1147 74.6 136 6.8 1122 00 to 147.4 1278 181.8 1098 1228 146 127.8 8070 1063 1 111.2 161 16 In 1089 071 877 003 071 892 62 74.0 871 ns 848 111 Is 95.4 810 00.3 62 70.6 819 818 80.1 819 86 6.9 1044 81.9 1200 806 1029 76.7 1229 824 1016 81.4 1220 722 993 877 6.4 67 67.6 971 616 828 51.8 971 6.6 816 43.1 871 49.0 76 40.8 771 82.0 784 53.0 810 6.7 784 47.7 81.8 774 39.7 919 44.8 76 402 732 1618 768 76 769 718 62.9 76 64.6 705 63.9 76 56.9 895 47.2 76 49.4 68 41.0 76 44.4 877 37.7 76 409 68 81.8 76 34.6 659 27.0 788 31.0 641 144 In 407 44.2 604 304 646 37.0 46 31.2 63 819 491 27.8 28.2 46 24.3 548 25.8 470 21.8 640 72,9 474 182 540 108 444 17.2 TABLE 9B 2.78 Commie Anchor Capacity Table (lbs) 8.16 Coro. Koko CMU WW1 CAW Metal Molter 11,64 4601433300 VC Elba 1.66011 6716 Eloo Moon 3I16 taco Ultra= VC Mao Mama VC as Wm 8/10' Boo Ultatoon 1/4* Se 4130 010 Steel Bow (070 012 13teel &rem 036 an 864 Scree (543 Anollore 4.76 511n. 0.C. ntandrad 06 tFtg. 1 or* MO 16 4Anolwas 9112.139 69 0.0 / StoratodC741612. 74016 late 880 Iba 790 Ma 14/C 1-119 NO ea 480 Me 884 Ns twee 420 63 66648 4) 550 les 740 fts gee 630 On 1458 12.3 1424 16 NIA 660 64 NIA WA WA NO Ws 4 Andoos 03. Mks O.C. 0) 66 Angle Cips Fs. 784 76 06 NIA 1560 Km 1898 Ito 1170 Oa 3Archom 1.92 MIts 0.C. U4212 60 116 Atom. (219 7): WA 1020 Ms 2340 lbs NM WA 708 63 WA NIA WA WO 65 60 the 882 tbs 840 te NM 1320 tbs MO Ws 1621 Its WA atat NM NM WA NIA WA NIA NIA WA NIA Nat NIA WA NtA mann ogre 743 Me 340 63 svA 348 Ns WO Ws 2a0 Its NM 36 Ms 488 64 440 We 420 63 FIGURE 1: 0 01 FIGURE 5: • FIGURE 2 FIGURE 3: 1 FIGURE FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 4: 1 • ANGLE CUP (FIGURES 883) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED lt4 THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA: MULUON USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAII THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL VELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXCE OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUU.ION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHAU. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCflETE BLOCK UNIT (CMU) SHALL CONFORNI TO ASTM C-30. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHEE4 PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 608345 N4D BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MININEM GRADE 93 AND .045' mac (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. Ali. ANCHORS INTO P4ETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL rxex.ar MULLION tNi A.ptencePRODUCT NRI:VWED, as complying Nish the Nog* Building Code , 064 As 600 DS 708 PO 1480 Ws 938 Ws 0114 1118 2384 Ws 652 110 1120 Ws TABLE 1OA Mu on Capacity Table (Fbsflt 2x1Ix28 Ahem Tube Mu01on Opening i81Wfh (for uer6Ca6y-8p rdngIn 2a143)orOpeningHelght(forbor @y-spanning m1Oo1 ) 8810 6001 701n 8004 9018 1000 120 0 140 b T41130830, 003169 Lae02 ReltanguLy 0001047 Tom. 1 1.03100 18011100. 9 Lamina 00001119 010879 L0020 103971130. 6 >0 8087010 800410 Reatangulat 1 if 11 1 11 fi 1 if g�g 1 11 11 1 if 1 la 1 ;1 if 1 a 42 In 170.0 010 170.0 485 170.0 744 170.0 478 170.0 888 1700 800 100 882 1700 818 170.0 1118 1700 821 170.0 1240 1700 821 1700 1486 170.0 621 170.0 821 480 1700 708 1700 824 170.0 850 170.0 884 1700 822 170.0 830 170.0 1123 1700 681 1700 1275 1700 017 1700 1417 170.0 880 1700 1700 170.0 080 60.87510 1700 747 1700 883 170.0 888 1700 631 170.0 1048 170.0 864 170.0 1188 170.0 723 1700 1346 170.0 747 1700 1484 170.0 788 170.0 1703 170.0 170.0 8410 1700 797 1700 812 1700 868 170.0 601 1700 1118 170.5 784 1700 1275 1700 803 170.0 1434 170,0 887 1700 1484 170.0 868 170.0 1013 170.0 881 6010 170.0 885 170.0 701 1700 1063 170.0 701 1700 1240 170.0 170.0 1417 170.0 844 1700 1584 1700 886 170.0 1771 17e0 1088 1700 2125 1700 TAN 170.0 1700 631n 1700 030 170.0 746 1700 1118 170.0 860 1700 1302 170.0 040 1010 1488 1700 1010 178.0 1073 170.0 10770 1700 1859 170.0 1122 1700 2231 1700 2875 1700 5810 170.0 074 170.0 789 170.0 1189 170.0 003 170.0 1884 1700 1002 1700 1858 1700 1088 1700 1763 170.0 1189 1700 1906 170.0 1210 1700 2338 1700 170.0 1288 720 170.0 1083 170.0 878 170.0 1278 170.0 1089 1700 1488 170.0 1128 1700 1700 1700 1228 1700 1813 170.0 1318 1700 2126 170.0 1807 1700 2650 1700 1488 1700 170.0 1122 1700 087 1700 1348 1700 1890 1700 1870 1700 1200 170,0 1784 170.0 1322 170.0 2018 1700 1421 1700 2243 1700 1808 1700 2592 1700 3140 780 1700 1181 1700 087 170.0 1881 1700 1114 1700 1011 1700 1248 1700 1842 170.0 1888 1700 2072 170.0 1474 1700 2302 1700 1584 1700 2758 1700 1777 170.0 8888 900 1700 1328 1700 1144 170.0 1594 1700 1328 170.0 1859 1700 1458 170.0 2125 1700 1863 170.0 2381 170.0 1783 1700 2868 170.0 1018 170.0 3168 170.0 3413 080 170.0 1417 170.0 1700 1700 170.0 1434 170.0 1183 170.0 1822 170.0 2287 1700 1784 170.0 2550 170.0 1952 1700 206 1700 2009 180.0 3188 1700 2330 3189 1081n 170.0 1684 170.0 1409 170.0 1913 170.0 1047 170.0 2731 4700 1870 170.0 2650 1700 2078 034.8 2781 170.0 7171 148.3 2781 181.9 2583 1238 2781 140.4 11110 170.0 1836 1700 170.0 1888 170.0 1700 170.0 2283 170.0 102 170.0 2821 170.0 2446 181.8 20.@ 1028 138.8 202 1484 2218 11a8 128.4 12014 170.0 1771 170.0 1656 170.0 2128 1700 1359 184.4 2262 1W.8 1091 138.1 2252 141.4 1804 1201 22.59 127.2 1983 109.1 110.1 1815 801 098 Al 81.4 14410 118.1 1684 129.8 1448 104.3 1884 108.1 1705 80.4 1684 014 1427 702 1884 802 1180 688 1804 723 1378 826 1584 807 1358 521 1684 800 39.1 ABLE 100 Anchor Clip Patterns Substrate 176 COMO Anchor Capacity Table (lbs) 3.66 000 1100 011.1 Sled CMS P7 Wood MAW Anew Typa 3tUr 121133 111030 1/4° 1.110033 W117 Woo Ulbscon 3/117 1114830 114" 310300033 Ile 88 Stso 81112 Eft ur SS 3103 010 SOW Screw 035) 012 Meal Sarew 0358 012 804 SoNer 019 EA" D80234 00 Isar CLOr 034300331 0# 104* 380 As 4 A000 864.0'110 / 2001821 Alp # 780 Ms 810 0 1844 10 270 Ms 280 Ws 284 03 04 la 1182 Its 420 Me Ate We 4) 50 00 8 Anakare 1.71° 00 Ott / 8130331 (Ra. 42 1180 03 4 Asems 3° 810 0.0 20 A00 0009 ey 70010 2593 243 WA 840 833 NIA 085 1136 WA 1080 03 2240 lbs 00 Bs 1680 Ws 1893 119 840 On 2384 Me 852 I133 840 10 1120 Ws 130 0 12Anduas 0 1.5.10 0.0.10820 Angie Clips # 100 Ms 3120 1133 1120 1te NA 1520 Ms 1672 01 4729 80 1880 10 WA NA NIA NA 1858 1133 8380 Ws 4 Andiss fig $.34. Ulm 0.12.11/410,00 Sr Atm. 1715. 10 WA WA WA WA NIA NA WA NA NA WA 390 As NIA 015 0 690 Ita 1532 Ws NIA NA WA WA 470 0 WA 854 te NA WA 70 833 WA 852 1bs PlIA WA 320 Ibe NA FIGURE 1: FIGURE a FIGURE a FIGURE 3: FIGURE 8: • FIGURE 4: 1 • • FIGURE a FIGURE 7 FIGURE 0 FIGURE 10: • • • • • • 11 • • • • • • FIGURE 11* ANGLE MUST BE USED IN ANCHOR CAPACIlY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMBIT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM 114E TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 'TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSIRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENEFIAL INSTALLATION PAETHODS. 2) LINEAR INTERPOLATION SE1WEEN MULL LENGTHS AMOR OPENLYG WIDTHS IS ALLOWABLE. 3) MULLION AND IVIUUJON CLIt*I SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 16-20. ALL SWUJON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOL./OWING DIMENSIONS SHOWN ON !KEEPS 10-20. 4) SUBSTRATES: OCWCRETE SHALL CONFORM TO ACI 301 SPECIRCATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (COAL) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.123. AWPAINUM SHALL BE 6003-T6 AND BE A MINIMUM OF .126* 114ICK. STEEL STUDS TO BE A MINDAUM GRADE 33 AND .045* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK AND A38. ALL ANCHORS INTO PAETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATEFUAL MULLION SLOW CD g g , tqa m 16 x x. 1 .., g II A 1 PRODUCE REVISED omnplyintg with the SUM) Banana Cads Asceplante,iri 700: TABLE 11A MulUon Capacity Table (BmW1 Opening Width (ta oUcallyspamdlr0 muttons) or Opening Height ((or horlmr6atyoparml g m(1o118) 60 10 6013 7010 80 10 80In 10010 12010 14000 1601n 138°x2.11" x .128" Alum Tube Muff 8 Tiap/mteng. Leonia Rectangular 718032661. ta9tlh2 Tmrrrrlang. tea562 Reatatedar 9 7162/19833 Loading R44+EUar Lambe U21rd4e2. 6.06062 Reatan14ar tmtl82 Trep11718n0. LOadlna 1932403u1nr TmplTdar2. 7103100 mom Loafing /181271993; Leaden aaatmwu10r Loading 7007116852. Loading 11 T1 1 11 11 if 11 1 11 11. 1 11 {� 1l 1 11 1 la 1 11 1' 11 if 1 11 1-1 11: s�s a� 1 4210 144.2 187.0 428 1489 418 103.0 .ma 138.9 414 80.1 134.8 411 801 134.1 411 72.1 828 134.1 411 861 628 124.1 411 51.6 028 134.1 411 48.1 826 134.1 411 481n 666 403 108.0 333 865 408 64.7 328 880 403 06.4 326 604 403 81.4 317 63.7 403 78.1 316 48.3 403 78.8 314 400 403 78.6 314 306 403 78.8 314 30.2 403 78.8 314 50.825 81 823 882 01.0 301 68.8 36'1 79.3 284 888 362 71.8 280 81.6 67.2 288 467 382 84.8 284 41.2 362 030 233 34.3 362 888 289 264 383 63.5 283 287 382 086 283 6410 07.8 316 74.1 287 68.8 318 84.2 281 468 318 577.7 203 424 318 03.8 283 37.7 318 60.8 280 33.9 318 40.6 248 28.3 318 411 248 24.2 318 48.1 21.2 316 49.1 248 6081 49.6 2598 53.1 218 41$ 258 45.7 214 38.3 288 40.7 210 30.8 268 373 221 279 268 34.9 24.7 258 364 203 20.0 268 322 201 17.7 203 32.2 201 18.5 266 322 201 0310 42.7 234 46.8 200 380 294 39.1 196 30.8 234 34.7 103 28.7 234 31.8 189 23.7 234 7A 166 21.4 234 280 184 179 234 a .8 183 183 234 28.6 183 234 28.6 183 60 10 37.2 213 33.4 158 31.0 213 33.7 178 28.8 213 03.8 178 232 213 27.0 173 213 731 170 18.0 213 23.7 188 18.8 213 202 187 139 71.0 11.8 213 0.0 168 7210 266 178 361 186 23.9 179 288 152 30.4 176 22.8 179 179 239 147 159 170 18.7 145 761n 24.3 081 26.4 140 203 181 219 137 17.4 181 19.0 136 162 181 17.0 103 78In 228 152 210 133 18.8 182 199 131 181 162 17.8 129 TABLE 11 B Amber Capacity TOM (mel • Archer CV Patens 841130,460. 276 CmtCate 3.60 Cana. 1♦08os ONU FEW CAW PT Wme MeharT2px 3116' Elm 15368* 114' 231018010103 6118' Ebb 1A8mon 3118' Eim 10216633 174' Moo Ulti 0a 12288 0188 8816' Elm IAtrmm 174' 88 Eats 028s21a0r 8108041 80,08(66) 81281661 81208 (88) 96280461 Soma (616 Edge mamma Bat 1' 2 -102 1' 21/7' 248' 1' 2-117 1' &U2 7 3.18' 7 640' 654' 0.324' Embedment (6100 4 Mahn ®3'PM. O.0.7(224 Arpin c3Pa (24. 16. 1312 788128 144' 76011a 14/2 880 168 1.452 1660 be 7 1698 be 6414° 540006 1-1/4" 880119 1 -1/4' Nth 61/2 76093 6112 838119 6114° 88806 7 236484s 14/2 603 848 1.312 840 We &se nab 4t 1432 tee FIGURE 1: • • • ANGLE CUP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULUOI4 AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED N THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 15.20. ANCHOR CAPACITY ADJUSTMENT FORMULA: iCIP. ) X (0N0HOR CAP.,,m,„,.) o ANCHOR CAP.., MULLION CAP.,,,,,,. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPOND 110 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPEN846, WHEN IT IS LOWER THAN THE MLILUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-RUED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PONE WITH AN 80 OF 0.55. ALUMINUM SHALL BE 6003-T5 AND BE A MINIMUM OF .126' TICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 125' THICK AND 038. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .128' 138' X2.11' X.125' MULLION (INTEGRAL FIN Mth. ION) TABLE 12A Madan Capacity Table (11901') 3.28° 30 DEO.AL BAY MULL Opening VANS (for ver@wgyapenning 17911901) m Opening Weight Gar horizondalirspanning m11IDor16) 8075 6861 7061 6061 901n 970 In 12061 14061 71eW7611B Wens Redenloger 408150 Redansitaz LoadIng 783/21arg Losing 2113 9 71 75 0 4441010 IZ 7132/Trlaro. 408150 Reclamulat Loam Lading Renbocular 4m150 TSB. Lowing Rantanputer Loading loadIng Loadng 1 4275 170.0 870 1700 a if 1 11 it 1 a 1 if if it if 436 170.0 744 170.0 476 1700 468 808 170.0 892 1700 818 170.0 1118 1700 621 170.0 1240 170.0 821 170.0 1488 170.0 521 100 1738 170.0 481n 170.0 708 1700 824 170.0 880 1700 584 1700 982 1700 830 170.0 1133 1700 881 170.0 1276 1700 677 170.0 1417 1700 880 1822 1872 1700 BBD 1306 1872 50128 In 1700 747 170.0 883 170.0 866 170.0 631 170.0 1008 170.0 884 1700 1185 1700 723 170.0 1348 170.0 747 18(2 1443 179.0 768 188.0 1443 170.0 768 117.3 1443 170.0 1443 84 61 1700 797 1700 812 170.0 868 170.0 691 170.0 1118 170.0 784 170.0 1278 170.0 806 168.4 1383 170.0 144.0 1363 178.0 858 1243 1353 170.0 881 109.1 1883 170.0 6861 1700 888 170.0 701 170.0 7083 1700 707 187.0 1218 170.0 678 149.1 1240 1700 874 126.0 1218 108.8 998 1109 1210 1921 024 97.4 1218 146.1 913 43.6 1210 148.1 913 6861 170.0 830 170.0 748 1700 1118 170.0 880 180.2 1180 168.8 833 131.4 1180 1890 814 116.8 1180 141.9 888 168.1 1180 13(2 888 870 1180 128.7 871 78.1 1190 128.2 88In 170.0 974 170.0 780 1824 1048 186.8 881 168.5 1048 1408 894 114.8 168.1 868 101.8 1048 125.4 899 81.4 1048 1180 890 782 1849 109.4 821 88.8 1048 1082 818 7275 1406 880 147.9 784 117.4 128.0 748 100.8 868 110.8 734 880 830 1000 722 742 868 920 712 70.4 080 802 703 68.7 880 702 10 802 782 44.0 78 In 7810 1167 700 128.1 490 990 790 1084 878 880 740 643 683 74.8 700 60.9 852 846 790 760 643 869 700 71.7 935 469 703 891 424 .18.8 700 62.1 110.8 760 1180 887 92.8 780 08.1 814 761 760 85.9 632 892 750 77.1 821 813 78D 70.8 612 95.4 780 433 806 48.2 780 80.4 868 780 750 6861 72.1 869 74.4 800 68.1 889 429 481 613 488 84.8 483 441 663 440 478 401 989 44.4 841 888 430 482 30.0 883 302 482 268 445 442 10 89.4 498 81.1 443 48.8 493 51.5 48 42.4 493 44.8 427 27.1 468 349 421 39.0 496 30.1 418 29.7 468 240 468 29,1 400 21.2 10861 41.7 681 42.8 333 343 391 35.0 998 28.8 891 31.1 342 241 391 273 937 242 981 24.8 333 me 381 728 328 17.4. 391 18.7 321 11113 98.4 970 882 368 92.0 370 *0 368 27.5 370 248 828 24.0 370 243 320 21.4 370 22.8 818 142 200 312 16.0 970 18.1 303 12061 304 317 80.0 268 29.3 817 240 289 21.7 317 729 280 18.0 317 190 278 109 317 17.9 279 1441n 17.0 270 17.8 203 TABLE 12B An:Wrap Palter= 171 Ormas Anchor Capatity UM* Os) 3.8k Com. Haw OM Fred Ma/ PYWDad Anabar 'km Edm Mama 99 3116' Mao 121/mon 114° Elm Mom 11154 Moo Memo 9118" Boa (Eamon 1/4' ate Uttlems 114' 83 Boo AggraGator VW Esc ix, es Moo 810 Mad ficrea 112 SW 8crew 034 012 Meet 2" Embotnent MO Ps 480 Ds MO Ps COO ta8 270 taa 1414' 1414' 354 Ibs 740193 458 Os 328 Us 420 tin 680 lbs 6 Anthem ([9 2.71° DC. M292 Awale MoS pip 769 Ito 7800a 2625 Ds SO Ms NIA 880 Rs 2361 lbs MN Ibs 840 Oa 1120 Ws 1120119 888 Oa 2248 Dal NIA NIA MD On 1320 Ike NIA FIGURE 1: • FIGURE 2 FIGURE & • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION EterwEEN muu. LENGTHS AND1OR OPENING WIDTHS M ALLOWABLE. 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS18.2o. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED 24 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOU.OW AND GROUT-FIII.ED CONCRETE BLCCK UNIT (CMS SHALL CONFORM TO At3TM C-80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN FINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-15 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MIMMUM GRADE 93 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO EC AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1680 Ps ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN Tie MULLION CAPACITY (FROPA THE TABLE) OF THE SELECTED CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. to 1 gi 1 Acceptance No go. 58705 TABLE 13A 6b181on Capacity Table (812/) 3.28" 48 DEO. AL BAY KILL Opening KoreettleellyepennIng mullions) or Opening Height horborla3tagpant ng maws) ea 701n 88M sob 100 in 1201n 14010 18/3 fn 11 149049 71691709195 Recianpulat t0adb19 Taey7fOmp. Laedbq Rim Loading Trap/N m 5- Recianguler loading T,aVtdan9. Loath% 760701671. • Reasteuer 5- T0p71den9. teadbp Rectengulat Wading waft Reabsolor teams Lamm fisestamiar undIng Loading 1 1 1 11 11 11 1 11 g. 1 fi 11 11 1 11 la 11 1 11 1 11 1 11 1 11 9 a 421n 170.0 620 170.0 438 170.0 744 170.0 478 170.0 888 1700 888 1740 891 170A 819 1740 1118 170.0 821 170.0 1240 1700 881 1700 1488 170.0 821 1740 4814 1740 708 1740 824 170.0 880 170.0 884 170.0 882 170.0 830 1740 1133 170.0 481 1740 1278 170A 071 1700 1417 1740 880 183.7 1887 1740 40 1403 8808610 1740 747 1790 883 170.0 808 170.0 931 1740 1700 1740 1198 170.0 723 170.0 1348 1740 741 170.0 1404 1700 788 147.1 1882 1740 788 1261 110.4 8418 170.0 797 1740 012 1700 088 1740 881 1740 1118 170.0 784 1700 1278 1740 803 170.0 1434 170.0 087 1862 1408 1790 888 1293 1488 1700 881 110.8 1405 1455 170.0 801n 1740 888 170.0 701 170.0 1089 107 170.0 1240 1700 878 187.1 1309 1700 944 139.7 1309 1700 990 1207 1308 1838 104.0 1300 187.1 982 80.8 IVA 831n 170.0 830 1740 748 170.0 1188 170.0 850 1820 1247 170.0 ego 1425 1247 1848 983 1207 1247 182.8 988 114.0 1247 144.3 882 000 1247 188.2 038 01.4 1247 881 1740 074 1700 780 1700 1188 170.0 903 1494 1188 183.7 129.8 1190 147.9 948 1164 1100 138.5 828 103.0 1100 1204 814 860 1190 119.8 74.2 Hal 893 728' 181.8 1010 '780.8 877 134.7 1019 144.8 118.4 1010 127.2 812 101.0 1010 114.7 890 1010 1068 817 008 1010 069 07.3 1010 80.6 705 87.7 1010 781n 188.4 909 1420 702 114.8 900 1220 778 021 808 407.1 181 860 900 982 749 78.3 008 842 738 827 000 729 87.3 808 74.7 718 461 710 708 78 in 127.1 881 1928 784 188.0 881 112.8 798 848 881 98.8 128 784 881 88.8 713 70.0 881 81.0 703 068 661 78.4 684 890 881 88.1 081 464 881 8001 827 648 880 004 68.9 048 72.1 624 W.1 848 82.8 804 51.7 048 961 848 48.0 848 800 837 41.4 648 47.0 890 84.6 848 41.5 818 290 848 8888 89.2 869 70.1 008 58.8 688 89.1 489 4117 888 81.4 491 428 468 489 87.0 688 41.4 478 94.1 888 341 470 28.4 680 834 488 24.3 18811 47.9 449 480 408 39.9 448 41.2 380 542 449 38.7 898 29.9 488 31.7 887 26.0 449 258 382 28.0 448 201 377 000 449 227 11.1 449 1111n 44.1 428 460 388 388.0 428 370 379 810 428 32.0 378 27.0 428 28.1 24.8 426 70.2 362 221 425 24.0 868 18.4 428 217 360 12010 34.0 384 868 031 '01.1 384 29.6 328 24.0 384 28.8 321 21.0 384 17.6 317 10.4 384 10.8 313 17.5 384 107 14411 20.2 269 20A 16.8 283 17.1 230 TABLE 13B Anchor Capaelly Table pbs) Anchor CIO Paterre 2.70 Comte 3.ft 130310. Red Otaa Anchor *me siir Eke Ma= lt4' Elm Lamm VW Boo Ulimeon 3118' 2103 lemon 140' Des Wawa 164 88 Wm 8414 Elm 114.161 Ea* Amasser 010 Wee! 012 MEW Screw 535) up Meer= 04 atir Embedment (Int 300 es lbs WO MI 790 as 740 lbs 403 Is 720 Rs 338 les EMlbs de lbs 880 Ite me as 880 Oa 2204 tbo WNW 1120 lbs 871905093 2.74 Min. 0.C. 762)245 We Wps (819 2284 Its WA NIA NM 1333 les WA Les lbs teams FIGURE 1: FIGURE 2 FIGURE 3: • • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 014 LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAUATION PAETHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS AU.OWABLE. 3) MULLION AND PAULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES HOLES MAY BE DRLLED THE FIELD FOLLOWING DINTENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORP4 TO ACI 301 SPECIFICATION& HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRF-SSURE-TFtEATF-D YELLOW SOUTHERN PINE INITH AN SO OF 0.85. ALUMINUM SHAU. BE 1308313 AND BE A MINIMUM OF .12Ir THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04Ir THICK (18 GAUGE). STRUCTURAL t3TES. TO BE AT LEAST .125' THICK AND A38. AIL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THR5 FORRAULA TO OBTAIN THE 'ANCHOR CAPACITY RECtUIREIr CORRESPONIXNG TO M4 ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINEVIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ire cn 1 PRODUCT REVISED as =plying with the Mad& Aseeptance No 20.00' 1.000' .128' .126' 1'X 2'X.128° MULLION 808348 ALUM. X- 6ECrIoN .378° MIN. .376° MIN. 2.000° x r x .376' MULUCN 808178 ALUM. X- SECTION j. -.126° 3(i i 1 i , I c L_ STANMIARD CUP 805 -T8 ALUM. TOPVIEW 6.500' 0.31? .126' 5' .375° MIN. 21.16° O..CC. OFFSET OLIP •125`'"` I 8083•T8ALUME . .740" TOPVW 0.31? 2760° 1.000' 1° X 2.75' X.376° MULLION 10e3 -78 ALUM X- SECTION r -.126° 2.126° T- 1.740" UCUP 8083.78 ALUM. X-S CTION -1 1.000° I-- 1 "X 2.78'X .880' MULL ON 606348 ALUM. 3-SECTION °- 838'�MIN. - U-CL1P I 808348ALUNL 1'X3.125'X. 0 MUU. ONLY. SHEET 8 (o 1 TOPVIEW .338° M9 UCLP 8083 -78 ALUM 1.28°X3.168'X.786' MULL ONLY. SHEE712 TOPVIEW TABLE B -°1 1+ -.125' 4 3.126° - 1.000' -I 1° X 3. 26' X.5' MULLION 8083 48 ALUM X- SECTON 5.000' .376 °6860. 0.31? 3.000' MIN. 2X6 ANGLE CUP 8003.19 ALUM. TOPVIEW 3.188° 1.25' X 3.188' X .286` MULLION 8063-78 ALUM. X•SECTION Mull Dimension (sheet II) 6.SW CUT HERE TO .37 3.128' -� -. ATEFF.CU .SEE I Ml Angle Pip DETAR. SHEET4 21.15" MIN. AO j 4 0 88851160 0.C. 888008 688114M 6881119M c L_ STANMIARD CUP 805 -T8 ALUM. TOPVIEW 6.500' 0.31? .126' 5' .375° MIN. 21.16° O..CC. OFFSET OLIP •125`'"` I 8083•T8ALUME . .740" TOPVW 0.31? 2760° 1.000' 1° X 2.75' X.376° MULLION 10e3 -78 ALUM X- SECTION r -.126° 2.126° T- 1.740" UCUP 8083.78 ALUM. X-S CTION -1 1.000° I-- 1 "X 2.78'X .880' MULL ON 606348 ALUM. 3-SECTION °- 838'�MIN. - U-CL1P I 808348ALUNL 1'X3.125'X. 0 MUU. ONLY. SHEET 8 (o 1 TOPVIEW .338° M9 UCLP 8083 -78 ALUM 1.28°X3.168'X.786' MULL ONLY. SHEE712 TOPVIEW TABLE B -°1 1+ -.125' 4 3.126° - 1.000' -I 1° X 3. 26' X.5' MULLION 8083 48 ALUM X- SECTON 5.000' .376 °6860. 0.31? 3.000' MIN. 2X6 ANGLE CUP 8003.19 ALUM. TOPVIEW 3.188° 1.25' X 3.188' X .286` MULLION 8063-78 ALUM. X•SECTION Mull Dimension (sheet II) POT Pert# eWdgal Std. Clip Onset Pip 11-Clip Angle Pip 1° X2° X.125° (6) 68806 658113M 868111831 686243M 88851160 1'X2° X.376° (6) 888008 688114M 6881119M 86624460 88861260 1° X276° X.375. (7) 68607 66811560 6661120M 88824860 888513M 1° X275° X.859° (8) 881308 888118M 8681121M 68824660 1386514M 1° X3.125° X.800° (9) 8883760 668111860 8881114M 886242M 88851560 1.25" X3.186° X.285' (12) 68641M 866111760 8661113M 888241M 68651860 1.25° X2.11° X.126' (16) 60370 N/A NIA N/A 688517M NOTES: 1) ALL MULLION CUPS MAY 8E FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON 11418 SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A r- 1.258° -1 .800' 9.28' X 2.11' X .128° MULUON 6083478 ALUM. X.8F_CTION Dimension Value (in) For Mullion: A 1.825 8 2.004 1 °X2"X.126" c 0.625 Aluminum D 0.740 Tube Mulilon E .480 Min. A 1.125 B 2.404 1 °X2°X.375" C 0.825 Aluminum D 0.41X1 Tube MuUlon E 0.450 A 1.876 B 3.000 1° X 2.76°" X C 0.767 .378 Aluminum D 1.118 Tube Mullion 0 .450 Min. A 1.312 B 3.000 1" X2.75" X C 0478 . Aluminum D 0.825 T.Oe MNian E .460 Min. A 2.000 8 2.637 1" X 3.128° X C 0.883 .600° Amen D 1.137 Tube Mull E .450 MIn. A 2.826 8 3.262 1.25°X3.186° C 0.852 X.285 Alum D 1.782 Tube Mull E .450 Min. 1.28°X211 °X A 1.813 .121° Akan Tube Mull 1 1 a L Minding Co* Ac ciAt acallo .0 "Y' O 1 No. 58709'• oc EN SG '� F,p* '- 1.000' 1.000° �— .126' .370° .376° MIN. % i i STANDARD CUP 6083.78 ALUM. XSECTION 5.600' 9 128° --"�CUT HERETO , _ CREATE P-CLIP, SEE DETAIL F. SHEET .376° 1.16° MIN. O.C. 2.878' F - MOTES: 1) ALL MULLION CLOPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON 1118 SHEET. STANDARD CUP 008378 ALUM TOPVIEW 8.500° 0.312' 0 1.16' MIN. O.C. O O 0.317 0 .sn T 3.000" .128° -+ O •�- - .740• OFFSET CUP 8083.78 ALUM. TOPVIEW 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .128' U•CLIP 0083-78 ALUM. X-SECUON U•CUP 6083 -78 ALUM. USED FOR Ad.1° X 4 MUL.IONS. TOpyi TABLE C TABLE D —1 t —.128' 2X0 ANGLE CLP 806340 ALUM XSEC ICN 0000' 0.312' — 0-- ---e -- O O„ O 'MANGLE CUP sums ALUM. TOPVIEW Dimension Value On) For Mullion: F 3.087 1 °X4 °X.125° (a 1.000 Aluminum H 2.608 Tube Mullion F 3.187 1 °X4 °X.376 O 0.757 Aluminum H 2.430 Tithe Mullion F 2.813 30° Bay Mull F 2.878 46 Bay Mull Mull Dimension (elteet0) POT Part al Mullion Std. Cup Offset Clip U•cUp Angle CAp 1 °X4 X.126(10) 88384 668111M 6881122M 688241M 696518M 1° X4 X.376 (11) 66810 666112M 8861123M 868242M 686519M 30 Degree (18) 80849 NIA NIA NIA 6885110E 45 Degree (17) .08850 NIA NIA NIA 6685111M 2.71' MIN. O.0 (BAY MULLS) 3.00' MIN. O.C. (1' X 4° MULLS) !iI a Z m 0 6 6 2 0. 0 3 i ‘‘.1‘00 IYWN.M /t((,���,��i�i ``�•�'i`.•�GENSg•••�%P * : No.58705 %� Sl a (1 � LE`d, Pf.1 FL P.E.# 08705 TABLE E Mull Dimension POT Pao S (sheet) Mullion Std. Clip WCIIp Angle Clip 2"X4"X.25"(13) 66802 668261M 688271M 6666112M 2° X 8° X. (14) 68904 668282M 688272M 6665113M NMI 1) AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -1 f'- -.128° -'11 —.129° 1.480 — 8500° STANDARD CLIP 600348 AU-54. x- SECTION U-CLIP 8083 -T6 ALIS8. X-SECTION 2X8 ANGLE CUP 6003Te ALUM. X- SECTION .125 ,-.125 9.000° I-- 9.000° MIN. O.C. —►1 1.715 MIN. O.C. 2"X4'X25' MULLION 808376 ALUM. X-SECTION TX8'X25' MULLION 806346 ALUM. X- SECTION -- 2.820' — STANDARD CUP 808348 ALUM TOPVIEW MM. Q.C. 2X8 ANGLE CUP 8083 -T8 ALUM. TOPVIEW • • I 1.715 MIN. O_ C. 0.312' - - -Y-- - - 4.888' II b.4. • I • o • 837° MIN. O.C. STANDARD CUP 808375 ALUM. TOP MEW 2X8 ANGLE CUP 8003.78 ALUM. TOPVIEW 4 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +80.0/40.0 PSF. NO ANCHORS IN HEAD 1) INMALLY ASSUMING THAT A 1" WIDE MILLION 18 SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH 18 32' •32 •1° '. REFERENCING SHEET 22, THE COLUMN USING fa ..� (' { jjjj RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT I8 AT LEAST THE WINDOW FRAME DEPTH OF 2 -114' AND WILL MEET OR EXCEED THE REQUIRED /// y � p¢�' 8q g Y' q L FENESTRATION APPROVAL.,,,, _ _ SEES DESIGN PRESSURE OF +80.01-80.0 181.11 THE TABLE DOES NOT 8140W THE EXACT SIZE U THE NEXT LARGER 8¢E AVAILABLE. - FROM TABLE � SHEET 7, THE 1"X 2.78'X .378' MULLION (LENGTH = 72'. OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PEW AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. _ FROM TABLE 4A, SHEET 8, THE 1' X 2.78° X .650' MJLUON (LENGTH m 72', OPENING WIDTH = 70°) HAS A DESIGN PRESSURE OF + /-72.7 MP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF 898 LBS. - 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4)012 ANCHORS AL) THE 2X0 ANGLE CUPS WITH (4) 812 ANCHORS HAVE A CAPACITY OF 840 L85. THOUGH EI7 FER ONE COULD BE USED. THE STANDARD Cl L4 EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSE B .Y. FINAL DESIGN PRESSURE REQUIRES THAT THE 80711 THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE - INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. - , SA TI g W ID I . i �i a b N I B' MtgJ f LENGTH _ 0 / 1J 0 SEE 02TAf18. SHEETS 24 ie�Sa ^- r ^ -1 IN THUS EX AMPLE. THE DESIGN PRESSURE REQUIRED WAS +180.0 PSF. THE OVERALL MUWON SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 6381.88. ALTERNATIVELY, THE ANCHOR CAPACTY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: (60 PSF)X \ 824.8 LBS BE USED TO GUAM-Y(1110 STEEL SCREWS FROM TABLE L _ _ -.1 NO ANCHORS W We m0W GILL 9T - F- MUU1 aYOTr1 TWIN NAY 40) � ! a 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TORE 'me ON THE JAMBS AND USES A CONCRETE HEADER AND SILL E WINDOW FRAME DEPTH 182.318'. THE OPENING REQUIRES A 0681GN PRESSURE Of 450.0/45.0 PSF. 1IOR THE VERTTCAL MULLION P P 1) INITIALLY ASSUMING THATA 1' WIDE MULLION LS SUITABLE, THE MUUJON LENGTH IS 32°+72b1"10IP AND THE OPENING WIDTH E 88 +38' +1' =73'. REFERENCING SHEET 22. THE COLUMN U80N0 RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT ISS AT LEASTTHE WINDOW FRAM DEP H Of 2.3) 'AND WILL. EXAMPLE a M1L.TW�I.E NAJLLICJ.R MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 450.07.85.0 PSF. IF THE TABLE DOES NOT SHOWWTHE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1'X 275' X .378° MULLION (LENGTH + 108°, OPENING WIDTH m 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PEW MULL "'ATM -I� AND WOULD NOT BE SUITABLE FORME APPLICATION. ffi I� • I VER/CAL MAUCH LIGNIN OPENING i ` ^ FENESTRATION - - FROM TABLE 9A, SHEET 13, THE 2' X 4' X 280` MULLION (LENGTH .108', OPENING WIDTH .+801 HAS A DESIGN PRESSURE OF +/84.7 PSF WHICH EXCEEDS THE REQIIREMEM8 GEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 812'!8 BECAUSE R B NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38•+38' +2'm74°. NOT 73° AS PREVIOUSLY PP APPROW r - �. -' - ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (36- 112"+35.1/2" +2°=73°). ' 2) USE TABLE 08 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY TYPE REQUIRED , AND CUP FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED I WITHIN -' •- �- DETAIL& SHEETS 24 -� 'N-� DETAIL E, SHEET CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE - ' USING THE STANDARD CLIP WITH (8) 3/18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1? GIVES AN ANCHOR CAPACITY OF 1050 LB8 VOUCH I8 GREATER, AND - THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 IBS, PORTHEHORIZOMALMILUQNS: � T- SEE .._ � -_f BECAUSE THE VERTICAL MULL WILL BE A 2"X 4' X.280' AAUU ION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, N_TERNATIVELY, ANOTHER MULI.IONTYPE COULD BE CHOSEN. - 1) THE MULLION LENGTH 18 38" AND RE OPENING HEIGHT IS 32'+72" +2°'108'•. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOI%RRIANOIL.AR LOADING MAY BE USED. FROM TABLE 9A, SHEET 19, THE 2° X 4" X.2130* MULLION ( LENGTH m 42", OPENING HEIGHT .4120") HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE TO FIND THE ANCHOR HYPE ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CN1U SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMJ JAMBS ARE Hi WIDE. IF THE N a U W 0 N CUP WERE T O BE CENTERED WITHIN II HE S ' , C A R E MUST BE T A K E N TO M A I N T A I N THE FASTENERS E D G E D I S T A N C E . USING THE 2 X 5 M IPS WITH (4)3/18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES A N ANCHOR CAPACITY OF 840 LBS WHICH E GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED F10R2 PRODUCT REVISED aut010re FETING Ameptance No . Ar i4/ .01 p� !!;W V(r,T1;5'... - ;,,: J ... '_ �' ,,, , Mind , `� : ,., ° \ 11 L 11 J 1 / (C I ANCHORCAPACITYOF 821 LBS. `.\SON.( LYNN 4y���t "if���' •`• 'L , 'v \Ce1 ••.'� '•, * ^ * r NO. 58705 - _ : -� • 4 ° • • ST fiE • .,4 .ALORWOW'' c7 sss' ', "i fl/ONP1_ , s `'' A. LYPIdIIGALLg+R, P.E. FL P.F..S 5571.15 t •- 38' Mo4BL s`. MULL menu ___11____ MULL LEN ur- - OPENING WIDTH FOR VEFMFAL MULL -- 4) FOR THE U•OLIP IN THE HORIZONTAL MULLION 'TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 98 FOR THE Ud26+SHOWWS THE ANCHOR CAPACITY IS 1074 LEI WHEN USING 3 ANCHORS, WHICH S GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A812 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE E: +144.7 PSF FROM THE VERT1GLL MUUUON; +I-170.0 PSF FROM THE Sr HORIZONTAL MULWON ATTACHING TO CMJ; +1170.0 P8F FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL. MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS+ 1 $4.7 PEW MDWOULD APPLY TO AU. OF THE MILL IONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WHTH nips MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINN. DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE I STALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MUWON BILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR I8 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALARIANGULAR LOADING: 1 1 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION 1 Pw LOADING OF VERTICAL MULLION LOADING OF (2) HORIZONTAL MULLIONS c> SGD LOADING OF VERTICAL MUWON LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE REtE SENTATIONSOFTYPIC/LL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. S • THE E TF- RWANIED. USE CANNOT RECTANGULAR LOADING. 3) BEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 2 NIL I PRODUCT REVISED a9 complyaigwuh vm RAM Suildrus No Ae • COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AiND REGUTATOI Y AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION 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 and accepted by Miami-Dade County PERA - Product Control Section to be used in Miami Dade County and otherareas where allowed by the Authority Having Jurisdiction (M 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 fads 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” OutswingAluminum French Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites , sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notices of Acceptance number and expiration date by the Ivfiami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. 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 ", 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 ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis 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 # 07- 0629.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T(786) 315 -2590 F (786) 315 -2599 www.miainldadesaviaeral, NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 Page 1 PGT Industrics NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets l through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 8629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4)L arge i sile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No Fit- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015- 27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25 /07,.prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file# 07- 0629.10) 3. Glazing complies. with ASTMS-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. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05121/16. 3. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ? PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement - letter of conformance and no financial interest, dated - 03-02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. Ishaq L Chanda, -P.E.. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 E -1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1.6tLwOOP_71= - A. 3" a O 402 CONSISTING OF (1) LATE OF 1/8' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFUDCEEEPSAFE MAXIMUM PLUS (1) UTE OF ME FEAT STRENGTFENEDGLASS. 8. CONSISTING OF (1) LATE OF 1/8' FEATSTRENOTHENED GLASS PLUS AN .038121/8 DITERL1YER OF DUPONT BUTACITE OR SAFLENCEEPSAFE MAXIMUM PLUS 1) LITE OF 3118° HEAT STRENGTHENED GLASS. C. IL 8ILIALNIMIM CONSISTING OF (1) LITE OF a mANNEALED GLASS PLUS AN .090 PVB )NTERLAYEC OF DUPONT BUTACITE OR SARODKEEPSAFE MAXIMUM PLUS MUTE OF 3118" HEAT STRENGTHENED GLASS . D. 7 I LAMI NOM..465'1 CONSISTING OF (1) UTE OF 9116' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDW AFE • MAXIMUM PLUS (1) LATE OF 3/18' HEAT STRENGTHS GLASS. 2. Ki 8 i : SEE TABLES 1 AND2ONSHEET2. A. DES EGATIVE GN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAMS ASTM E 130002. 3. CONFIGURATIOn Sir ES91522SM9201 AND9 4. RA THE 33 1/3% STRESS INCREASE Mum BEEN USED IN THE DESIGN OF THUS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL THAT COME 64r0 CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIRE/EMS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. R E T 1 8 : NSTAL TION SCRE FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL• 6212, ELCO TH7frRON NOA: 044721.01, 03.8228.06, ANSVAF3PANDS -2006 FOR WOOD cotemucnoN AND ADM.2008 ALUMINUM DESIGN MAWL JAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HONE ZONE (FIVHZ). 9. ° li._• 1 • k • ii.LL•! VI/A . 1 = j• - _.11_ 1! • • •iials!11!L A. THE LO •' - IGN - FROMT 1.0R2.PREV 1 B. FULL LENGTH REINFORCEMENT (REM 22 SHOWN IN SECTION E-E, SH EET 6). IS REQUIRED ONLY ATALL DOOR TO SIDE UTE CONNECTIONS FROM TABLE 1„ BHT. 2. REFER TO TABLE 2. SHT.2 FOR DOOR TO EDE LITE CONNECTIONS WHICH NOT REQURE REM 22 REINFORCEMENT. EEXXT - 1/8' ANNEALED OR HEAT STRENGTH STRENGTHENEDGLASS .090 PVB SITERLAYER DUPONT M 8 MAXIMUM 3118' HEAT STRENOTHEND GLASS A 3/8" LAMA NOM. GLAZING OPTION A OR B. NOTE 1 1/2' GLASS BITE EXT. - 9116' ANNEALED OR FEAT STRENETHEN D GLASS CS/ VW WTERLAYER DUPONT BUTACITE OR SAFl EXIKEEPSARE MAXIMUM ENT. -9118' HEAT STRIEIGTHEND GLASS .486 7/16" LAMI NOM. GLAZING OPTION C OR D. NOTE 1 NOA DRAWING MAP SHEET GENERAL NOTES....... -... 1 CONFIGURATIONS. --.-1 warn DETAILS-_ 1 DESIGN PRESSURES...... 2 ELEVATIONS................... 3 VERT. SECTIONS........._.. 4 HOW. SECTI NS.._....... 6 PARTSLET........„........».. 8 EXTRUSIONS. 8, 7 ANCHORAGE— ..»....._.... 8-10 IMMO 011101* Med& I, .?Z ,u1�x 10,41111 11r 11010NOOBRYWMIll Iu tI, air MUM • ECM Oreoas , IMAM INTAIMAIONA61101911114.01811 WatiOnti RIG N ra p....x_tpTEliAND ASS AWAL RENsWORS SID ea g DUOS tot Ix 1 d t8 IMP mom • FL P.E.0597 E ro--- 731/2°1 1 SEE NOTE 4OX OR XO r_straluvr_i 39 MAX. 109lg. MAX '" •"1"* -� N 3 ; h MAX E IK Er .2 SW NOTE 71 314• MAX 24 9118• MAX. DLO (TYP) oxo HT. 8438' MAX DLO X ti 4.. t43 314 MAX. NOTE 3 ---��— MA1. -- es a 1 IE 2 i Er 2 41 ( i IE \ j�(ACT: \ , ® ./ Er Ikmt*cr.. MOO 1. ANCHORAGE DETAILS SEE SHEEMS THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS4AND 8. 3. SIDE LrTES OVERLAP 7C AND IOC DOORS BY 314 WHEN ASSEMBLED TO MAKE 7(0'.'0X', OXO' 70(0'. UM AND 'MO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LTTE TO DOOR CONNECTIONS (sag APPLICABILITY SHEET 2). B. CLEAR OPENING FOR le AND 10C DOORS AS FOLLOW& (72 DOORS L WIDTH -&946) (70(' DOOR- DOOR WIDTW24079) iiiii * No. a LFL YON E.706 `P.E. P.#68 rrwgct=Vow belimbe 9= alm NAM Vidlyiksaw r--MAX M. WIDTH ---1 r a l• ow. SL SECT. FP HAM (SINGLE SIDE UTE) =mail Tswnorm ALUM FRENCH DOOR BIDEUTE$,, IMPACT 11 8.10 r- J ZiCt..1;s148E ''9 El' i g t o'�� �'PSSl10140 A. LIY l ae1 ,PE. FLP.P.A . FM-TM IU :[Cll Lz1 `, ixdommIEN11111111111111111■11111 RA mum • k111111 Flirt ArilijNi:NiT-iiilljt14:417 --LELLAiumimmill111111.11111 i• lajm ELL! ,E_,.Lr,ii111.1111.1111111.11111111MIIIN • LA11111111"6.r0:1V:Trixt■Tifi - 0'4 f417.7',i7[Eu Ell Fez'NFT-.T:j1 • 15 Pimi 1.10 IJ p..a113.1. ,a1.1.111T • LoilliiraLialm EUZJI: IILIIM2,M" 1111 4=11r";107"117:NIVWfl la wain. • aau. ap7: 'ir!Ar2;11 ilaal 7„,a11111. Ant° I ;Til xiF,E.) 1.7 1■1.1.1 Full min/ tux; 1,■ II -7t La MUM fi:VATITT;\ CALLAN 'di =TiVr Ej LA= ,111.1111111=1111111 11011L La= LTA t Eatiol La azionLE .ZTOY 16T.1 %VDT 0 i1f i ATON EIJI MAW ZUJIMININ -71 El MANI '/g.-1 villMill111.11 Ea mum rAE.vi czi3 IL-1111 30 'T.T:I=T:11111111111111111■MI EIA U23= iSiL ..14 El Ejazammuzawmmi • LAN. ,akaimum T5:4 ;17:17(111111111.11.1 LEI Liu= -74;a1:-.)-*.'•iiriirill..11.11111... CI EOM. g:1171-i ti:zio!r:C4W11 011.111101....= P.A....11 •■■11 -2071 -ICI -TLEMMEMI IMEY.114- La. 'T'1,11111.11 F.2.jainE rr;*--.Cri-0•11-17.1' FAA E.11 'L-11=11 E.F.111 EJ-11111 • FAIMIN -tik611IMIN • Laim. iLffa3Laxil El U= Vir'''-'7771 -T, El LW:1E1U r.::(Y171111Liarrijill PY743111 '71- ci Liam ,1111.1 raam ammo= U1E1E...AM a21111111.1 [7111-1reVT,i MM. =MEI -=-,7ni1. Ii=1':•■ I ..AMMEM■11111 [33--1:111r4 ^ E RI r;.',:if7ii:AFITi'4AGAT/Wir. LI ta am. TELTmor---0: LILyiti..1knx.Amimmomm eTv-iim.j:1012 clALLUji71C---A .i15'717firilE21Z111•1111111111=11.11.1..11 1". ' • • • ' ' -r■ -JAMI DESU -ON 6.141 - P.41T Webb Homer PARTS LIST ALUM FRENCH DOOR a IMPACT 111111.1 FL PA.* 611705 • 4. 4.000 1.750 DOOR PANEL TOP & BOTTOM RAIL 6089 -T5 4.728 1 4.00 31 .050 OFO.LER HEAD ADAP16t 10 608340 r-3A00-1 it FRAME HEAD 1 808346 .062 D00R PANEL ODE RAL 608345 4.876 J� _Ii 4.728 062 ' 4. 00 oDOOR PANEL le(TERIOR ASTRAGAL 73-(14822" Ovir GLAZING MAD 8083 -T6 8089 60 'HEADER 6063 -T9 .075 L .760 V �I 81 61 8083,18 5.212 can ' 37 WEATHER STRIP CHANNEL 60835 01.376 1.878 .05 3.000 el.. 609318 a21.¢1111 .128 am's/ft Wafts NMI. ��t/iillii X61 YL l*.l. r6IR X11. * ; • 10,53108 DtTR!!@IOIV PROFILES •' 2. ;UAW, FRENCH kICKIR &MDEUTES IMPACT IAN • '', ••• O8083.16 FL P.EA58706 I---ZONE 6C"---1 t—zo —__ZO ir-1 A\ 1 / // • ;c / 1 ;< `< • < ?I 1 1 1 1 1 8I1 1— SILL SILL .E._4 T 'C' ZO ILL ZQ ILL r 1r tmNE°E,-i EXAMPLE ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION �'E'xZ0 E ANCCHORS FROM Q • OX !NZ TABLE T. SHEET 9. PLUS: / X0 OR ♦ STABLE 3. si, B. 713/4"x83 814' a DOOR ZONE °F" ANCHORS FMN TABLE 4. SHEET 9. EACH 'P. ZONE. SEE ENCIRCLED VALUES, SHEET 9 su SILL (¢)TYPE 1 OR2ANCHORS ZONE - '0 ZONE '� EACH JAMB AND 2IS4542 =(14) TA „4.. SHT.9 }SEE TABLE 5.. SHY. 9 SEE TABLET._ SHT. 9 TWATOR2ANCHORS AT HEAD HEAD HEAD HEAD HEAD HEAD B3NE HEAD HEAD • tlEAD HEM zoNE 1-MNE ZONE 6P-1—ZONE °F*--t ,.E„ <10X0 SILL SILL 1-ZONE SILL --I-zoNE4 ZONE if" ,E TABU7..5H1 0 NOTES: ZONE 'A! I /�♦ MN N NMMM I /� ��♦ • / �(xxo / MN N • ♦ M <QOR i i J i 1 { V tam T ZONE �—'ZcNE SEE TABLE 7.. S n.9 i W _ 2 I. M N — M MN N NMMM I /� ��♦ • / �(xxo / MN N • ♦ M MN 1 I MN N .. 11_ _N i i J 1( ♦\ ■ MN M MN SE ICEIOSAYAMI lbpsessir )2. i•• .. ? �.;; •_ !, ! ._:L ±' :•J" . is .iil _.LIP, pia °_!�"L• . •;i� 'E' 1. APPROVED ANCHOR TYPES ARE: 1.1146 ELCO TAPCONS 2.114' ELCOSS4 CRETE-FLEX MASONRYANCHOR�: 3.#12 SCREWS 2JWCHOR QUANTITIES ARE BA ON SPACING AS FDLL0W8 (3' MIN. O.C. FOR CONCRETEk SEE EXAMPLE C)O(O ANCHOR LAYOUT ABOVE. AMA); MAX. M AND 23118" MAX. O.C. • HEM 8 SILL OF DOORS:86 FROM CORNERS, 9' MAX. FROM CENTERS AND 20 7r' MAX. O.C. j(EAD IL SILL OF SIDE LI7ES:8' MAX. FROM AND 24 W4' MAX 3. T O D E T E R ANCHOR QUANTITIES FIND T H E CONFIGURATION A B O V E REFER TO THE APPROPRIATE TABLES ON SHEET & OsgR 4Me .11 Mar ANCHORAGE CONFIGURATIONS ACUAAFR /DOOR &SIDE IMPACT TABLE 3. I DOORS B,ao 2.3. WOOD 1.2. OM 0 Ar0,0.P 2.3.WOOD DA 1.2. 00N0 LOAD EMS LOADZONEs W®IH x HT. 25.50 x 79.75 69. 67. 91.75 O©nn0E7 ODE11E10 IODEi00El O©Ei0©EI n©unn" O ®n0©EI O ©nn ©n oonofn O ©nn ©n n0noftl nariDon O©rin ©El O©nnpn O©nn0n El Et7n0n ODIIO ©n Oot1EMU n©onon O0nnF3(1 pp 10 fEln OfEInfE7 ODt7nQn OElnnfln pp 10 OEM nmm13nn oonnntl Annoon nntinnn onEnnn pdmoon oonoon CIEIE113131131 001/300/1 pp 10 0pE11 ,pp to non 27.60 x 79. 03. 07,76 91. MOO x79. 83. 07. 91. W®III x HI is 0©1]01117 OnE10nEl OnE nnn Onn©nfl OnI7onn 1313E11311211101 0nnonn nn ©ono nnnonn nnnono ODUOElE] 13131130E113 ODIJ El EMI nnnnFlt7 OEInofE] 0!710n1 OEIt70Eln Onanftl ntlnntin nnnflnn On10111 Onn0Eltl OElE70ElE] pn1nnnn ClnnDEln On110nn nnnotin pnonnn pn1 10nn nnnofU onnnr'n 0nnnnn EMI 10 nun pmm0nn 1.2. 00IO Ia51oxwes W10IH x I1► L ._.. nII nlJ ER. KIWI nt1 ,nn nn n xi nKII .i;nKE nn x0000 1 nn nn Ell Ell nil nn ICI n Lnnn111 lik no n© nnnn D EI U nnnn cion© 101111311:11 Ell E11121101 El KIWI KEEN :.1:[7 ©nn -hJnnn 'n© ICI © nElnil nn nn ...1_:n ill KIWI r'nnnn ICI nnE1 nano rni rni :©nnn mono nnnn Eannn liElnn EAEln0 nn no no no no 00 no nil 00 00 onn o© ,00 00 Do 00 00 no CIO on o0 00 Lpo 0o o0 ec� 14e* Barar • TABLE 7. QXQ XO, p B oxxo awo urea AMOCO a StBSlRA MAIM x. TO 37. Tor• 47. TO 71. ©0 o© rin on no Od 00 EIO CIO El 0 inn nn CIO on no o© CIO 00 CIO 00 00 CIO 00 00 00 BIDE UM HE 1235 x 7B� e. 2776 x79. 67.. of 01. 95. 25.13 x 57. 91. 5E. 30.78 x U17. 91 2SW000 1� 0050 LcwkOxemEs El nn BEI nEl nn °n° El El nn El El no nn El El El El El El El El El nn El El no nn on on 00 00 nn n• n n• n Eln El El nn nn nn 00 n• n El n© nn nn nn El El no nn nn= nn= El 13F11: nn° El El no nn©� 1 APPROYEOANCHORTYP@S: 1.114° ELCO TAPCONS 2.114 ELOO 13S4 CRETE-FLEX MASONRY ANCHORS &812 SCREWS ((16) 4. ENCIRCLED ANCHOR QUMRITE:S IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEETS. h aINANITvLOAD ZONE rams ALU1Z FRENCH DOOR S EDE UTE;1MPACT 9 • 10 11 01154 , %,%,i1/4'044 *: No. :* - "WI t) A. 1.44301.1211CRE. FL P.ES 55705 2X WOOD BUCK, NOTE 2 3.4 KS! MU1. C0t4C. 2X WODD BUCK NOTE 2 1X WOOD BUCK, NOTE 2 114 MAX SHIM WOOD )off+ ANCHOR TYPE 2ORE NOTE 1 TYPE 13/4 TYPE 2 DOOR HEAD (WOOD) 1318" 114` MAX SHIM —1 Mill. 114 MAX SHE CONO. ANCHOR. NOTE 1 DOOR HEAD (CONC) 1 3TYPE 1 OR a (CMU) ' TMm 1 ) SIDE LITE HEAD (WOOD) Ile MAE 114' TYPE 2 (GONG) SHIM �, .. 1/4* MAX SHIM 71A84. E.D. U4' MAX. SHIM WOOD ANCHOR TYPES ORE NOTE 1 CONC ANCHOR ON STAGMED CENTERS, NOTE 1 2X WOOD, NOTE 2 13/8" MIN. CONC. ANCHOR, NOTE 1 EEL 1918' TYPE 1 1314' TYPE 2 114' MAX SHE CONC. ANCHOR, NOTE 1 SI E (CONC) 1 IM TYPE 1 OR2(CAW) 13AYTYPE 1(CONC) 1314'1YPE 2 (CONC) 1/4 MAX. SHIM MIN. E.D. DOOR JAMB (WOOD) * e! 1314" MUL E.D. •`1,■ 2XWOOD 1.8 KS! MU4. CMU OR 3.4 KS1 MIN. CONC. MIN. ED. 1.8 wqu vac �a DOOR JAMB (CONC) SIDE UTE JAMB (WOOD) SIDE UTE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NUCOR NOTE 1 ill OE WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 114' MAX SHIM —1 LUMP!) SUCK. 2 DOOR SILL (WOOD) 1X WOOD BUCK, NOTE 2 114 MAX SHIM r1+181Y6 lb 11-10 4. 18344118se is 12. 114' MAX SHIN k+:A '�L ✓•> 1VIPT�1 •°.?1: ►;p .▪ °• t-0""412, 13f4TYPE2 `l:,c• 'i '31:1_11.% 10.1"— 34"MIN. CCNO. t DOOR SILL (CONC) 2X WOOD BUCK, NOM 2 SIDE LITE SILL (WOOD) 3.4KMMtat, '" 1, r.. • •3,;'a"�1y .1314TYPE1 CONC. r,W..fi 131 ) � ai 1- MIN. E.D. SIDE UTE SILL (CONC) NOTES: 1. FOR CONCRETE INSTAL.ATICNS IN MIAMI DADE COUNTY, USE ONLY VJAMFDADE COUNTY APPROVED EL120 1/4' TAPCONS EMBEDDED 13A1' MIN. (TYPE 1) OR 114' SE CRETE -FLEX EMBEDDED 1314' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM COMER OF TO CONCRE IE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE 112 SCREWS, GB (TYPE 3) OR Ei.0O 114'SS4 CRETE-FLEX ANCHORS z. ,I: � •, •: _, 138" MIM.E22). 2. WOOD BUCKS own= AS Ix ME LESS THAN 11/2' THICK. 13 woe* ^, ': ARE ceromAuF UNIT IS INSTAU.ED DIRECTLY TO SOLID CONCRETE. Wow BUCK$ DEPICTED As 23 ARE 1 IFZ THIC*ORGREATER. INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AE APPROVED BYRE AUTHORITY HAVING JURISDICTION (AHJ). 9 Stu. E TIGHTTO SUBSTRATE, GROUTOROTHER MATERIAL IS NOT REQUIRED. (FUSED. NBC, NON•METALUC GROUT (3400 PSI MOLL (DONE BY OTHERS) MUST FULLY SUPPORT TIE ENTIRE LENGTH OF THE SILT. THAT IS NOT TIGHT TO THE SUBSTRATE, ANDTRANBFER SHEAR LOAD TO TE. IF SUBSTRATE B WOOD, 308 FELT PAPER OR MASTIC E REWIRED BEFWEEN THE GROUT AND WOOD EMI RATE, OR AS APPROVED BY THE HAVIDKI JURISDICTION. 44 DEPARTMENT OF PERMITTDIG, ENVIRONMENT, AND TRY- -n AFFAIRS (PERA) BOARD AND CODE- ADMINISTRATION DIVISION ` y 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 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 M lami -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 "SGD -770" Aluminum Sliding Glass Doors w /wo Reinfonxmenls APPROVAL DOCUMENT: Drawing No.P-GT0002.Rev C, titled "Series 770 Alum SGD-LMP , sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SOD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. 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 ", 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 aay 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 # 09- 0826.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2550 F (786) 315 -2599 v miamialsIle aov /p .RJ NOA No 11- 1018,14 Expiration Date: February 17, 2015. Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T`ED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SOD -LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08 /05/07 and last revised on 10 /11 /11, signed and sealed by Lynn Wier, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniforni Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL:5993, FTL- 6036, FTL -6001, FTL- 6014, FM- 6015, FTL -6017, FTL -6023, FTL- 6024, FTL- 6025, FTL- 6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FIT., 6001 and FTI : -6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller,P.E. • 3. Anchor verification and comparative analysis dated 08- 19- 09,12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 4. Glazing complies with ASTMS- 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. 07- 1116.04 issued to E.I. DuPont De Nemours & CO, Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice ofAcceptance No. 11-0624.01 issued to "EL DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. . F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "into financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 2. Letter of lab compliance, part of the above test reports. . G. OTHER 1. This NOA revises # 09- 0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by CC . Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 GENERAL NOTES: ERIES 770 I SLIDING GLASS DOOR IoM oRTO INTERIOR) SEE Tg8LC5 a J ••�• -s GLAZING GL SS S STRENGTHS - T = EM �T �t� SHEETS 7, 8 8� 9 a� RTY ES. § DUPONT•8ENTRYGLASPLUS pg�r.080DUPONTBUTACITEP 7 E AYERTYPES- GLASS W THAN P I • G3- 7HrLAMINATED:(2) OFMrMOIRES AN08DMR � 04- V LAMINATED: (2) LRES C WITH AN 0901 YER TfONB . ---• 1 G4A -9H8' LAMINATED: (3) UTES OF 1!4 �I$ INTERI A GS - 1° . •MIN=. C3.2)L�XT.CA 3 AN �0 UTESOFstir WITH/W090 R,INTER R' VEKI.8EC7 •-"""°•� MGLASS OS -1• b._ a, CC 3n8' ',EXT. CAP .7x18' LAMINATED: C2) L TES � WrtH AN 0E0 ! DYER -1, , . 9M8'TEXT.CAP +9f8'AOiSPACE MAS - �. 114' TEXT. CAP +W16' AIRSPACE .7H8'LAMINATED:(2)LITESOF9n8' m� WITH AN 090 W. II4TEro� p8A -1 :.u.r- + WW1 A� SPACE +7H8' LAMINATED: i2) • TEDLQ 1l4'TpR.CAP • (3ffA -1�— plNpTABLESAST81 E pDO� Btli ITT LIdIRED TO SIEr1gCREwg,THAT CONTACT A. NEGATIVE DESIGN Ives BASED ON TESTED PRESSURE B. P�IVE DESIGN LOADS BASED ON WATER .ATFITT� OUE 13 E DETAILS SEE SHEETS 7 THROUGH MATERLM* 18. • OTHER DISSIMILAR MA SH MEET � OF DEEM OF CODE. FOR ANCHORAGE 4. garrote pAE NOT REQUIRED. WITH NARROW agog DATED 8///r�. FRAME AND PANEL TO BE SEALED Wagog FTL '24, FiL FTL�018, FTI.m31. �'• AND FTL•8038. 5. TEST REPORTS � THE FLORIDA THE FISHVELl�LTYZONE iHVF¢i• • 8. DOOR SIZES FTL-5980. pNDS FOR �Op I CONSTRUCTION nNo 7. EL HAS e� DEED FOR 6TESTEDTO EGRESS RR FLORIDA CODE, AS APPLE (IONS, BEE VERIFIED � CONFIGURATION ELUSTRATC (S� 9. CONFftR1RATlDI�t� SEE DPTABLE9 7�) AND A D.LO. WIDTH • PANEL '7 B LD.O 1 HEKHT a PANEL LBDHT'� TO 1 APPLICATIONS IN USE Y MIAN A DE mum m EWO 1N O R8w WTRAC ON ( O YTAPC ON )CAN CRETE OR ALCO �4 R STABLE ON FOR EMBEDMENT, E AND SUBSTRATE FOR WOOD APPLICATIONS USE 812 ELCO S4 .RECMA OFB12 SCRE (PAN N NE } WOOD S DEPICTED AS 19 APE LESS THAN 1 11 THICK 19 WOBUCKS ARE OPTI OPTIONAL DIRECTLY SOLID WO DEPICTED AS?x ARE 1 THICK GREATER. X 21C BUMS SHALL NED TO PROFERL Y TO THE STRO WOOD was* Alm INS i is ,- •Nmn• O� ORA ECTOFRC�RD• FOR ATTACHMENT ALUINNUIN TF OF1lB'T11CC T1 SHA L BS IZE TOR L TO THAT SWAIN R4 ANCHORS SHALL t 12 SHEET METAL EWS RATTHREAD ENGAGEMENT INTO APE MET. USING ANCHORAGE REQUIREMENTS SHOWN INTAKES 19, SS 74, FOR ANCHOR E� 4 pSLE. &P8ElTST SUBSTRATE, �OIR OR RECORD). USED. NON�R N METALC GROUT, 3400 PEI MIL, (DONE ST �EFOR GROUT) M3 FULLY 0.RT 114E ENTIRE OF THE SILL THAT T O THE SUBSTRATE, AWD TRANSFER SHEAR LOAD TO SUBSTRATE. SUBSTRATE IS WaOD"809 FELT P APER OR MASTIC ; REQUIRED THE Ai WOCS SUBSTRATE, ORAAPPROVED HE AUTHORITY HAVING JURISDICTION. n—. ern na.mmm.o. 1' APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-9 SEE DP TABLE SHTS. 7 -9 1 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 SEE D.P. TABLE, SHTS: 7-9 SEE DP TABLE SHTS. 7-9 %W7 Xp XO, OX, XX, SEE D.P. TABLE, XXP SHTS. 7 -9 OXO, OXX, XXO, XXX . OXXp, XXXp f. OXXO, MO O)OOC, xXXXi 7,A' @�.�K, Mr NE! POCKET, rr. dA • N+ CORNER, TYP. POCKET DOOR }CAS:, P ALL CONFIGURATIONS SHOWN S AI LE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL °S° OR 'T" INSTALLATION. O)OOC IN POCKET )000C IN POCKET CONFIGURATION CAN BE p)OOOCp, p XXXX OR XXXXp. CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL X SIGNIFIES OPERABLE PANEL 0 SIGNIFIES INOPERABLE PANEL. 5 1iOAiHf n'TE NO CHANGE MIS MEET ._. Ls. NEor ermq ffl B_ PER BONI:ABE COMMENTS PER nwe OVOTRINERRYORIVE NORMA FL SCR 'QUALIFIED CONFIGURATIONS SERIES TFOALUM SGD -LMT e0D710 I NTeI 2 •23 P(370002 .1111111N, „ .............. ., ONAL .‘` ra ' A. u verSSme vg SEE D.P. TABLE, SHTS. 7 -9 f SEE DP TABLE SHTS. 7 -9 oxxxo, xxxxo, 0xxxx1 xxxxx, XXXXXp SEE 90' CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 s.. I,',AJ21 cN cP ,. Nrwty NL.Z,! AIWA* Nrf .°,4 4 NE,cy�G! 1'k 4 1 cL! cL. L ".14:1 cLrL► q. `cL+ SPI o )000(0, )0000 (0, oxxxxx, xxxxx C xxxxxXP APPROVED CONFIGURATIONS AID 4 ■ %[‘17.1VP L �I:1�4 CtlNK'[U temtDD w,mrs *V* NOCHANGETKONIEET P ADUCISII R P IN QUAUFED CONFIGURATIONS SERIES 770 ALUM. S G D- L M I Mrr we saono 3 • ?9 I d P070002 I 0 APPROVED CONFIGURATIONS: TA SI• SEE D.P. TABLE, 0)0000(0, )00xxx0, OXx)axx, Xw000cx, XXX)UO0(p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 f SEE DP TABLE SHTS. 7-9 1 SEE D.P. TABLE, SHTS. 7-9 v+/"Z 119 0)00000(0, )CXXX)CXXO, 0X000000C, xxxx)00(X, )0000000(p "`Y.ww Ampuntilligif slusitaisse- 1"r2 "70n1/11 'ftr MOCHA OEIPM;SHEET wrees awe a.w.ia MIMS KowluP IWO ode NlIWOi abaft Mg aemens 8MC PER NOW LAWEC01414:18, PERUIAMIEVIDHCOAGENTS are 140K01114 ANIMA jasagtffn QUALIFIED cbNFIGURArnQvs SAS UM. .SOD -LAN ammo 1AI4.'23I POTO002 C %111IIIini • .,�\. op cks A. pal RE. 'SHTS. 7-8 A." £EwE, cai1), t EE 4,►,�,► lei �I:.y«7 �/ (1 I� BLE NEW.? ITS. `E+a NC/ V.7 1 �Ef N1:7 ,T� N7 Lih �f.E:r ,:;:, qr f;•) [L7 ,:r. I;7 I..., �C? NI 7 . �L:i :� NV �h �L. ■ f J, �L�T N1'7 FL NC L. L_ i 0)0000(0, )00xxx0, OXx)axx, Xw000cx, XXX)UO0(p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 f SEE DP TABLE SHTS. 7-9 1 SEE D.P. TABLE, SHTS. 7-9 v+/"Z 119 0)00000(0, )CXXX)CXXO, 0X000000C, xxxx)00(X, )0000000(p "`Y.ww Ampuntilligif slusitaisse- 1"r2 "70n1/11 'ftr MOCHA OEIPM;SHEET wrees awe a.w.ia MIMS KowluP IWO ode NlIWOi abaft Mg aemens 8MC PER NOW LAWEC01414:18, PERUIAMIEVIDHCOAGENTS are 140K01114 ANIMA jasagtffn QUALIFIED cbNFIGURArnQvs SAS UM. .SOD -LAN ammo 1AI4.'23I POTO002 C %111IIIini • .,�\. op cks A. pal RE. WW Is GLASS —•- 3118'in GLASS Tl18' !IOM - 3!4' NOM. GLASS BITE I 7116" LAMINATED GLASS TYPES G3 9116 LAMINATED GLASS TYPES G3A 7/16° LAMINATED GLASS TYPES G4 W4• NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A ADDUCT WPM •uy..uw IbIBt R )10/11 Arte NO CHANGE MS MET 1V Hew grog Mg BAmC Vag 11/10/09 nerleeg PER I COMMENTS TECHNIZOGY DRIVE GLAZING DETAILS SERIES TIO ALUMINUM SOD - LMI mono ISI 6 +23 1101.4.1.2P010002 • c *: Na 6108 • AIYI�/WI 1t.;: PS. WOO GL ®3fl8' F� QLA$8 — 1 .ao ads 3H8'�GLASS 3B'AIRSPACE 3IWI tASS . •O� ® 3IW GIA$S 3I8'AIRS PACE 3H8'a(EJ - "'md M. f 3�NOM• o . 3WNO t :YPIIIF: TRUSEAL DURASEAL SPACER T A1. CURABEAL $PACER 1° LAMINATED I.Q. S 05314171::: b © 1° LAMINATED I.O. TYPES G8, 0 WSW GIAS8 .--••• • ...I-03,............ .._ — 3n8' 1L8 8 -■- e118' AIR SPACE 3II6 MOAN AIRSPACE 0 0 1/� T_1 1!4° TO —+ . NOM. - ■ ! 0 344 NOS 3W NOM. WM BITE 0 GLASS BCE 0 � . `���� LYNN '1,'• .�'��� °. �' -; a *; Nck - A Leo n !I �� . ; •. gtow�oP � ,��',.SS,O�yN��.A�,;�,,s Af.1IVNM °•`YPB RE/ WOO TRUSEAL DURASEAL FACER TRUSEAI. DURA AL SPACER 1 °LAMINATED I.Q. TYPES 05A 1" LAMINATED I.G. TYPES GOA © . °..� .c� d■. uw'"' R avp+a rta�aw�7 IDINECKNOLCIDY BRAE PQ GLAZING DETAILS ismaux aft Row= SER/ES770AL1lM1NUMSQD -LMI lieslOp 8 °■; I IM "..,■. A PERliMa90A�aFOf�l9Qs1118 r.rn■ 800PI0 sr a■t Nrs B • zs mr°s I P �. UN-REINFORCED - STANDARD STILE- STANDARDASTRAOA4 TA 1• pEBI0NPRESSURE AND ANCHORAGE - > iiERD8 ell ( HBS) N1ES. OCK, STRAISHTBOORWRASIRAAGAI .CLUS1ERPLU3M@ ATEANCIDRGTY.PERPANE.H8S, b. JAtmANCHOR0TY. >AH0OK ANCHOR QW. Anchor Types: 03- 7H8" LAMMED GUM - (VW ILS.1W813M8'ILB.) 1) "1A-R03 U.TRA13eN(FORAELYTAIOON 03A- W16• LAWA '1EDG1.A88- (VP RS. /PM/114'•H.8.) 2) 114"$84CRETE..EC Cog -7Mr1. 466+ AT® IG. U. -(3116 TOP. 1 AR / 3110F WIL / P143/ VW HS.) 3)'WWILTRROON GSA- TAW LAMN RDLGU.- (1/4"'1E1101.IAIR /3/18"{18. /WB /3M8'HS.) 4)'81281E9.tKRBN(G5) •SEEANOHORA0EN0'160182ON SHEET 1. $LL ';.a ( +) DESIGN UNIT HEIGHT 80 04 80 s NOM. PANEL WIDTH FRAME 6106 N 1 t. 1 . N 1 1 V 1 N 1 f § 1 t. 1 4 GLASS TYPE - 3.3A 6.6A +80 481) +60 -80.0 460 430.0 480 40.0 1486 04 +1 04 +1 04+2 04+1 04 +1 04 +2 04+1 C4+1 04+2 04 +1 04 +1 04 +2 24 1 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P41001( 6 6 6 6 8 8 5 5 6 5 5 5 GLASS - 3.3A6,6A 400 - 80.0 +60 -80.0 +80 60.0 480 40.0 30 I 1488 04 +1 04 +1 04+2 C4 +1 04+1 04 +2 04+1 04+1 04 +2 04+1 C4 +1 04 +2 JAMB 10 10 . 10 10 10 10 10 10 10 10 10 • 10 P-14001( 6 6 •6 5 5 5 6 5 5 6 5 8 GLASS TYPE- 3.3A 6, SA .60 -60.0 460 40.0 +80 -60.0 +80 40.0 38 I 1185 04 +1 C4 +1 C4 +2 04+1 04 +1 04+2 04+1 04+1 C4 +2 04+1 04 +1 +2 JAND 10 10 10 /0 10 10 10 10 10 10 10 1 10 P-HOOK 6 6 5 6 5 6 6 6 5 8 6 6 GLASS TYPE- 3.3A6.8A 460 40.0 +60 40.0 +80 40.0 +60 -60.0 42 1188 1;101 0101 C 0 0102 0+ 0101 0+2 I I I 1 1 102 10.I 801 I 101 1 801 I GLASS TYPE- 3.3A 5.6A +80 -60.0 460 -80.0 +60 .00.0 '�0 H&6 04 +1 C4 +1 04 +2 C4+1 04 +1 04+2 C4+1 04+1 C4 +2 C4 +1 C4+1 04+2 ©III 16 18 16 1 I I 1 5 6 6 6 0 0 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OFTHE 31f4 SILL 2. WHEN USING THE 21i' SS.L. POSMVE WATER DP 18 48.07 PSF MAX WHEN USING THE 4' S91 pOsmVE WATER DP IS 00.0 PEW MAX (NEGAT'NE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4:31!4' AND 2IIr SILL HEIGHTS ARE TENTED FOR WATER INFILTRATION WHEREAS THE 1 U2' SILL 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE H NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN INTAKE 1 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WTRH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION E NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. EXAMPLE ON SHEET 10 DLO WIDTH NOM. PANEL WIDTH • 7' DLO HEIGHT m NOM. PANEL HEIGHT -8 5 EST� STILES JAL 90' OUTS1E CORNER Sr INSIDE CORNER OH MOM LENGTH OH EQUALTOI OR GREATER SEE NOTE 3 =tri 1141.16 *Ulm tanaweEnissuEer wow ere 1111G01 Rellgeo antokew A Poliamatuacc omeaTs PERMAYINWECOMARAS '61% Z____ w Olt ' Kovnoivotoomms NoioNuA FLSOIS PLC f1 OBI PP A ANCHORAGE SERIES 770 ALUMINUM SOD - LM! 1611 + :1370002 `• K t"fNN SILL HT. • ' ' P $LL ';.a ( +) DESIGN I1633HT LOAD FLUSH 1 -1 WA ip.z.a r!sa' +46$7 PSF mop 3- ..' +60.0I HON 4' +60. PSF SBENDIES 1-9 DLO HEIGHT m NOM. PANEL HEIGHT -8 5 EST� STILES JAL 90' OUTS1E CORNER Sr INSIDE CORNER OH MOM LENGTH OH EQUALTOI OR GREATER SEE NOTE 3 =tri 1141.16 *Ulm tanaweEnissuEer wow ere 1111G01 Rellgeo antokew A Poliamatuacc omeaTs PERMAYINWECOMARAS '61% Z____ w Olt ' Kovnoivotoomms NoioNuA FLSOIS PLC f1 OBI PP A ANCHORAGE SERIES 770 ALUMINUM SOD - LM! 1611 + :1370002 `• K t"fNN 1.2..1s.., ice '• /NC - t .�JJ:!:L r,•- ._)1. 1.1 Al!, l.::L'.::!• .11.-L._ aBTFACRLCLUSTERRUB IMEMEINATEANCHOCCOY. PHIRANELH66. anchor Ewa 1)•1M°81000L1RACCN( YLIPOON SWIM 01M•881 =ERA IAR/aHb•H8. /110P) tor ft8.) 3)•5(16•1/3R30011 /SHr HS. l SON 1216' H8.) 4) 'V128TE32.80101t(113) •8E0Al WaaNO18s1620N81Bi7t. RPM 3.116%0661L669)NIB600168794M1060 +N BAlCHORQW. *HOOK 01. 1, 1r IAAIN MEDGLa69•(s,wHa/82P1861rH6) eta- N 1N LM[AAT®GIABa Ge.7116° IAIMA.t Lti4 -(8/1C INA • 7/16' 1/1a0A1E0l0.U. .(1u- • ANCHORCIY. -(W H8IDWI TEMP. BaP./AR HBGHT UNITHEGOHT 80 84 60 102 _ 109 114 121 NO HPAN19. Ylf®T FRA D 810B N °• i§ tiff at ei f of GLOSS 1WE- 4.4A8.6A 600 •400 80A 480 60.0 400 80.0 400 80.0.40A ODA 400 88A 40A 60A 40A 24 I 1 I 001110,It102 211011110„ (09 C412.110412+11 12 2 11211 02 1011 1°21 8011102 6011011 I 60 I ID 1211 1211 122 tilAtl8TYPC- 4,4A,8.OA 600 400 802 •8001 80.1 40.0 60.0 -80.0 08.0 •840 802 •60.0 -12 800 40.01 60.0 40.0 20 I Hall C10 1 C1011C1011 ft 22 12 C121 122 I IO IO2+2 6011 1011 102 IGtM 10 10 1211 121 IC1211 1211 122 121 1211 (14+11 GiA99,YPE- 4.446,6A 60.0 400 002 404) 60.0 40.0 80.0 .00. 802 46.0 80.0 •80.0 60.0 40.0 6DA 40.0 29 I I 1184 1 0110.11• 1 (02 4 +1 01100,2 , 4+11 oY 11Il 2 0121/0121 001 101 102 I ,1 I, 1011 10 02 60+11 121 22 10011 122 Jl 6 6 8 6 6 8 8 6 6 6 6 6 7 Etatar1MP8 -4, 8,8A 602 40.0 800 40.0 60.0 400 60.0 40.0 60.0 '400 60.0 402 60.0 40A 600 406 42 21 C8+2 C6•2 t z z Idea GMI l•' JAMB 10 10 I 10 It l2z s 10 10 10 10 10 � 12 12 I 12 12 12 I �77 Ic �� 1 e 8 6 1 8 Gaa . � 46 , OA �O 48 I 04+1104.1 06.2 6N 04+1 05.2 04+1114+1 06+2 14+111(.1108+2 04.1 04v1 0612 04+1114+1 CM�2 04+, Cot 112 14+110822, 10 10 FAN 4B,ASBTTPE- 4..A6,0A 60.0 400 600 460 60.0 40.0 600 400 PANELBDYER48°WIDE NOT AVAILABLE OVER 88°HIH 54 1488 04+2 6 +2 05+2 04.2 04+2 60.2 04+2 14+2 16+2 14.2 0402 Cave JN1 10 I 10 10 10 10 10 .10 10 10 1 17 10 10 10 P.KWI( 6 1 0 0 4 6 6 6 8 7 7 .7 CLASS •4.4.6,0. 60 .002 e6A 462 600 �yaA 012114+2 �40A !:: CA Ma O1021C102 0102 0602 I 0 102 NOOK 7 7210602 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF VIE 3 W' SILL 2. WHEN USING THE 2112' SILL, POSITIVE DP 1448.87 P8F MAX. WHEN USING THE 4•SILL POSITIVE DP 1360.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A 3.2IW, 31/4' AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/T SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE.2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM THIS CONDff(ON 18 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. e EXAMPLE ON SHEET 10 TABLE 2A 8LRC)B MODEM HBGHT LOAD '-- +64011 +80.0P ST I""' RD ASiRAOAL HEAVY DUTY STILES SEE SHfT 7 OR 8 FORM). INSIDE & OIiTSIDE OQ18!IER DEPJI DLO WIDTH ■ NO4f. PANEL WIDTH -r DLO HEIGHT a NOM. PANEL HEIGHT -828' OH LENGTH OH LENGTH OH HEIGHT EQUAL TO1 OR GREATER SEE NOTE 3 rmiCir=siNgo 4 14 �J2 tLVfmmi 11f* NOCHANGEWNSHEET 8i vamt 660 NAM PAIIIIMODADECOWENIS owe, OW ON MAN PER P6Y6a1CB006618NT8 A a 01801912 A "m61NC 2810868 aram4 aite mama ISIONCHNOWEr 6M PAIL t6A F12f714 SPANDANC'/ORAGE SERIES 770 ALUMINUM S ©D - UNI 6aC716 J AIS 18 • 23 I P078002 Vic; N0.66706 A LYNN P.B. P2008t08 AND UN-REINFORCED -H 3 1 DEEIONSRESBURE > Ic1o88LL(H89) s JAMB ANCHOR art. GL- 7/16'LANNA1®GLASS- GNA -Mr LAMMED 06- 7118' LAMMED GOA- 7/ 16'LAMINAT®LQO.•(11f'1ER1 INTERLOCK 800i#ERASTRAaUTIERKU9P1Ei I TEANOHORCOY . RRFA.H88 *P- H0OKANCHOR07Y. AIm1lor7yp11;: (3116' KS. / SOP/ 3/18° H.S.) 1) Ile GAO 0LTPACON(FO 1-YTAPOOM GASS •(14'N.S. /SOpI114'H&) 2) 1114 8S4CRE16FLE1 LGU - (Mr WAR /AR /ffi18'It& /SOP/ 3116' 116) 9) '9116'U.1RACO L AR/ Sir HaI SOP/ 3P)9'H.&) 4) '812 811EI. 8003N 8) a2ON • UNIT HEIGHT 80 94 90 es NOM PANEL WIDTH FRAME FIDE . r OU `. O/ 1y. * ! N �„ 1 ' '1' . r t11 ' N i " rQ4a > ai GOSSTYPE- 4,448.0A 90.0 90.0 90.0 -90.0 90.0 -90.0 90.0 40.0 24 S C8++2 C8•2 1 08+2 08+2 C8+2 1 08+2 C8+2 C8+2 +2 C8+2 C8+2 1 0842 H 1 I 106 I I GLA88TYPE -4, 8,86 - .0 9+0 90 0.0 � -90.0 -90.0 90.0 .0 010 90.0 90.0 30 Ho 08+2 08+2 (11+2 a C8+2 C8+2 C8+2 ce+a C8+2 08+2 08+2 c9+2 10 10 10 I � I I I I � 00.0 40.0 GLASS TYPE - 4,4A,9,9A 90.0 . -80.0 00.0 -90.0 900 40.0 6+2 09.2 24 I/ H 08+2 06+2 06+2 06.2 08+2 06+2 08+2 05.2 C8+2 I 102 10 I 1 C�`LABSTYPE - 4,4g8,8A 900 -900 00.0 -90.0 900 80.0 90.0 -90.0 42 11 06+2. 0802 C8+2 06+2 08+2 08.2 08.2 0902 08+2 I 08+2 1 080 I I 1 1 10;+2 1 Nun( 7 b • MASS TYPE -4. 4A.8. SA 90.0 -90.0 110.0. -90.0 • 90.0 800 9(j0 400 10 10 00+2 0642 C8+2 08+2I06+2I08+2 08+2 2 0180.2I0102I0102 I 1042 P -HOCK 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL. 2. WHEN USINGTHE 21/2' FULL, POSITIVE DP 1.4 46.61 PSF MAX AND WITH THE 3114 SILL., POSITIVE PRESSURES 1860.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3.2112', 31/4'. AND 4' MU. HEISERS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112' SILL I8 NOT AND MUST ONLY BE USED WHERE WATER RESISTANOE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE S MAY BE USED WHEN THE 0008 IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION 18 NOT RATED FDR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. DOOR SIZE TO COMPLY WITH FTC EGRESS REQU GLUM • NEWT FLU811 -1• ID' LGN - 2-112' MED - 3.114' HIGH -4°. t L WA .00.0 FSF SEEM EE01 -3 90' INSIDE COF OH HEIGHT OH LENGTH OH LENGTH OH HEIGHT' EQUAL TO 1 oft GREATER SEE NOTE 3 Won 1H1 arc WHIM 0 NO CHANGE T1119SHEET "luta Zona A et PE MAIOR10BOOMMEN7B PERWAIA060BO0NNE N0 LOD • NQIOOe n.soze P'A FL 34274 DP AND ANCHORAGE SERIES 170 ALUMINUM SOD - LMI amudo �rre Imr odor 8610770 NTS 9 • 29 ( P@70002 tion0L4 maw amok liwksika 1••101 •IS 0%IIllli .. MJ6 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) V4 ELCO ULTRACON (FORMERLY TAPOON) 2) 1W' ELCO 884 CRETE -FLEX 3)6118' ULTRACON 4)812 STEEL SCREW (G6) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 14. $HT$ 1-� HEAD & SI-L......_...... 8' MAX. FROM FRAME OORNERB. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHT8. T4 AT EAC•M INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDS INTERMEDIATE ANCHORS PER PANEL (THE Mr FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 66' CORNER ON BHT. 11-12. JAMBS & P- HOOKS... 0 MAX. FROM BOTTOM AND 21' MAX O.C. UTIIJZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTB. 7-& SEE RHOOKANCHOR DETAILS ON SHEETS 14-15. •ANCHORS PER PANEI.'ARE r MAX. . • « ❑- pETn S 11 _ THOSE AT THE HEAD AND SILL A CENTERLINE CENTERUNE 1 BETWEEN CLUSTERS OR THOSE Imo' EF _ 711 IBEf1NEENACa181ER AND A -� e��e� 4A61 - �se•>! :•s FRAME JAN B OR P -HOOK 2.04' -.081' �i�� 1 MAX. 4 M O.C. f 6M-9-1.1 r4MAX 1 TYP• IEXAMPLE OXX ANCHORAGE PLAN: C4 • (3j PANEL, 486 x88' DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE 3.8' -3.6' . -- 24' MAX O.C. 14 :.1 N. t•1: �� : 6 I z_ -lieu.. -...' tk_L �.�',!ll'11) SEE CLUSTER DETAILS, SHT. 11 3.6' TYP. 3 6' TYP. 1 ANCHORS 4 SEE NOTE, BELLOW 14 6' C4+2 ACORN■ (26)ANCHORBTOTALATHEADANDATB&I. SEE TYP.JAMBCLUSTER DETM BELOW 2 C4 2 C4 2 C4 2 I LC. MAX rim ANCHORS 10' lAAX r ■ • ■� •j1' •■A�.C.{�.� • •6 • 4 MAX • 4AX •■ • ■ r ■ _r r r ■ 0 MI t I t �� 2e MAX. 02.C. 1 -+ r MAX.. TYP. a1' rta O.C. Mon PERJAII® (BEE SHEET 13 FOR CLUSTER OC. SPACING EXAMPLE OX-90' OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4) PANEL 606 x 98rDOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE NTERLOCK CENTERLINE --1 / S cLusTER Ix?TAIB, SHY. 11 SEE CWSTER DETAILS, SHT 12 rum. ■. SEE DETAILS 8 &TON SHEET 14&DETA.S MM &_NN ON_SHEET 16 FORAMOK 4.061' MIX O.C. 3.4 2.04' T1326IAM6l 8fERFDR. TALLB ANA: mom; ■ itidlr Phi , Asmeam � _I„ /�{ Gasrr NO CHANGE The SHEET aa10 IIIG'r ?>■ Pai e PER WIWII0080aoa�ns torrmatevotoormeve NOKONAFLYZO PA101i1� ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGiD - LMI sem rNT31 }0 + 23 P aee�c AsTRA�3 L I INiER�Ock ANCHOR CLUSTER -C4 ANCHORCLUSTER -04 tat- 4I$L,ASTRACiAL %8 ANCHOR CLUSTER -04 ABTRACAL OIr INTERLOCK -0- CENTERLINE • 3.0 2.040 T � 0 a.NCHORi3 LISTER -C.8 ANCHOReatS1ER -CB . . ANCHOR CaUsTi S- I— I aNCIsRCLUSTER -C8 "tom, may* am NOaf RIGErMSsoffEr WIC 10T1109 wwewm 110M101101100100 08 on 1 WM% 11.3403 fartf6� MUM Noss ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 AL. UMN UM SOD - LMI =no NTSI 11 + 23 16"6.16129T11002 I C DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. • wvus• .w mosielsbi Wet Pa ewtp* equinslie NN "1/0, INi"1 /0, �`� im. r. 4t ; No. 65103 a. " SSONA��- ` %% A 1.411/1 1�� . PE 2.04 AIlIOR CLUBTER• C4 11`11'11 j N -� 2.04 '`. 3•TRA 0D' IN81DE GQRINER 8BARAR fOPPOBI E1 OM] OR CLIJBTER REQUIRED AT ALL TRACK CORNERS 0 L ./ --� 2.04 C M- BHOW 2. 0' OnSIRE CCNER SIM®.AR(OPPOSUEI AHOHDR.GLU87tR -O8 USED FOR CS AND O8 2.04/ 1 11 11 11 U "" _s' u�"... POD. ..- •,• ";�i�; = I J1I ,; • - • 11B AT ALL 4•TRACK R":12 NOCHANGETHISEINEBT On MOM 1 ►agteqwowe 8110 1111800 A PERIM, OADECOMMOO8 Medway sae l NMI* FL MB P.4 i o R$W4 NC OORAO& EXAMPLE CLUSTERS SERIES 770 ALUMINUM SOD- LMf AU. DIMEW$IQNO SHOWN ARE BALD ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. MOON =vamp • =trip IM /ImY► � S1 s serum I MT8I 12 23 I °'"° 1 c 21118' O.C. 2x WOOD BUCK TYP" SEE ANCHOR NOTE S. SHT. 1 1' (SIN, 21118' O.C. E.D. TYP. TYP. ELT 1313' MIN.. 1/4' MAX. SHIM WOOD ANCHOR TYP" SEE ANCHOR NOTE 2, SHT. 1 DETAIL A. 2-TRACK FRAME HEAD DETAQ. B. 3 -TRACK FRAME HEAD_ WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP" SEE ANCHOR NOTE 2, SHT. 1 SEE CHART, SHT.1 21/18" 0.C. TYP. (CRETE SEE CHART, SHT.1 21/18' O.C. TYP 1� MAX SHIM 1/4• MAX ANCHOR 1Y12., SEE ANCHOR NOTE 1. SHT. 1 DETAN. C.2 TRACK FRAME HEAD um= macros., CCNCRE7E MS1 -1 AUON SEE ANt H.NOTE3, BHT.1 21/1M O.C., TYP. SEE ANCHOR NO'IE S SW.1 (IW MAX.) SEE CHART, SW. 1 DETAIL a 2•TRM K F M. SILL CONCRETE INSTALLATION 11 MIN E.D., TYP 21115' 1' MIN 0.0.,111P. TYP. pETAIL E. 2-TRAOK FRAME SILL WOOD INSTALLATION 2x WOOD BU0IC SEE ESHT 1 CONCRETE AN TE TYP" SEE ANCHOR NOTE 1. SITY.1 2111 1' AN O.C., TYP. �" 3• TYP. DETAIL R TRAt KFRAME SI.L WOOD INSTAUATiON 2138° O.C., TYP. SEE CHART SHT.1 DETAIL D. 3-TRACK FRAME HEAD CONCRETE Q1STALLA80 N_ IXWOOD BUCKTYP.. SEE ANOHOR NOTE 3. SH .1 CONCRETE DETAE H. 3-TRA K FRAM SILL. CONCRk -fE 5NSTAl1ATON 855 CHART, SHT. 1 i3 .. =L• 1 +'•.1<.. .11.1!. SEE CHART SHT.1 21/18' ID.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 Oran J 4 PRAMS HEAD CANORETE INSTAW1TK N 31 WOOD TYpa E H NOTE 2, SHT. 1 WAD STTAU.AT10N 2x WOOD BUCKTYP., SEE NO1E 3, Siff. 1 SEE ANCHOR NOTE 5. SKT.1 (114' MAX) rii=7.*Finor rbt WOOD ANCHOR TYP" SEE ANCHOR NOTE 2, . MT.1 F. 21118' O.C., TYP. 1' MI N E.D" DETAIL K.4TRACK PRAMS Bll.L TYP. WOOD BNS ILMaON 1318• MIN. ":12I°' crun1r? NOCHANGE, TMBMi@T • amel,g, Oar MOM OWEM, a PM 1 ltspOst nu.e9c MOMS vaaaraeotweaaem+ns rEammutooneoloasetre Data TECIWOLOWORAS Nallatilt AWES P.Q VA Wit AMEW ANCHORAGEDEIAILS SERIES 770ALUMINUM SGD -LAO Imam, pr. mom I NTS � 9 at 23. I PQr0002 .1 C CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21H8.O.C., TYP. SEE ANCHOR NOTES, SHT. 1 (914' MAX.) SEE CHART BHT. 1 1/4• MAX. SHIM SEE CHART ffiL SHT.1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. .1 WOOD ANCHOR TYP„ SEE ANCHOR NOTE 2. SHT.1 SEE CHART, SHT 1 DETAIL L. 4 -TRACK FRAME SILL CONCRETE INSTALLATION 21/18• TYP. SEE CHART SHT.1 a 1N8• O.C., TYP. 21H1P O.C., TYP. 1• MIN. 1148 MAX. SHE WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, aft i 2X WOOD BUCK SEE ANcHoR NOTE 3, DETAIL N.2- TRACKFRAME JAMB SHT.1 WOOD INSTALLATION CONCRETE ANCHOR TYP., SEE 13ir EN. ANCHOR 11 NOTE 1, BM 1 1• ail:-. 7:_..,I • = CONCRETE INSTALLAT1ON S5. T ageii JAkB G.U41rRZGIE S 14.N.O.P.Q&I •" LlE 1u�� tee. DETAIL M.4- TRACKPi/AMMO WOOD MSTAWITION P•HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -NOOK INSTALLATION ANCHORS WOOD FRAMING 13B• MI N WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT.1 1• MIN. MEM UMW oxigoanva 2XWOOD BUCK SEE ANCHCR 2 1118• NOTE 3, BHT.1 O.C., TYP. CO FRAME JAMB CONCRETE INS T T1 SEE CHART, BHT. 1 P.HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHOTI+4 /MASONRY (GROUTED BLOCK ONLY) DETAL Q:3 -TRACC FRAME J n. WOOD INSTALLATION 18 MIN. 1314' MIN. 2893• MIN. DETAILS. P -HOOK MS21221=1,141110. WOOD ANCHOR SEE ANCHOR NOTE 2, BHT. 1. ANCHOR QTY. FROM TABLES 14, SHTS. 7.9 PERTAIN TO THIS ANCHOR LOCATION, SEE CHART. SHT .1 AflTAIL T. P.HOOK DTs BEE ANCHOR NOTE 2, SHT. I. ANISIOR QTY. FROM TABLES 14, BHTS. 749 PERTAIN TO THIS ANCHOR LOCATION, 2.633• MIN. t"iWTTnt NO111188HPET tovitler ale atic INC MOWN PER SOMA > Dig IVIECII raw sorma A aleildtV DAN I NOKOMIS RAM P.O. WINO MOM F19.164f 0.10. ANCHORAGE DFraLS SERIES 770 ALUMINUM SOD - LMI iirlihrksaimv �� �� I�> Ic 1,I`.'Vc.bB*' * r No 59105 :it - :•O' a 6o 11 , '.......S.O�N1A��V;C, A. LY ZIIBlOa p8 P 66/06 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD FRAMING 13f8' MIN. 1' MIN. 13/4 MIN. P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN SEMEN P -HOOK INSTALLATION ANCHORS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 13, MTS. 74 PERTAIN TOO THIS ANCHOR LOCATION, 2.893' MIN. DETAIL MM. P-HOOK FOR BOX WOOD UN81'ALLAT1ON e s =e = =a���anefle =a PANEL I I us TYPE e fl 1 A' II Ie a .I II 1 ne e II I <3 �1. Ymmmmamam�iemmmammm�' PANEI. i TYPE ns e ii n rm PANEL PANEL TYPE TYPE 9 SEE NOTE 3, SHY. 18 DLO WIDTH - NOM. PANEL WIDTH -7' DLO HEIGHT. =NOM. PANEL HEIGHT -828' SEE CHART, SH1T.1 NCRE EIMASONRY (GROUTED BLOCK ONLY) 1 114 E.D. DETAIL V. SKI 18, ANCHORAGE DETAILS 'A' &'C, MT. 13 \DETAILV. SHL 18, ANCHORAGE DETAILS'E' & Yi'. SIC 13 XX-90° CORNER-MC (2 TRACK INSIDE ST CORNER) 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES 885 CHART. SHT.1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 14, MTS. 7-9 PERTAIN TO THUS ANCHOR LOCATION, 2898' MIN. WIT.a....MaBiggISEVINSAM. CONCRETE U $TALLATON AIL'EV. ENT. 19, ANCHORAGE DETAILS It &'P', MT. 14 AIL SW, 8HIT.19 DETAIL 'KW, 8HT.20 HORQONTAL SECTION 8•B #10X1.80' PH SM8 PANEL CORNER DETAIL FRAME CORNER DETAIL NocowtoEnilesiezr oloOO Ow lOOlott MI PEA NAMOADACOMMENIS WOO Of 0X0 p f MW O m MMIBMWMWOOMMWM AMONAB CAwreily Ode 0701921401071! DANE NOKOME I, ANNE tiraire fBD R0674 raleauct .is.yee.. - 01 /y is "%.4.LYNN.... 'knot 1. A � 1 10 W76B '-6u � . We 'A. S 4SIO141P$E ti P&# ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES TIOALUMINUM SOD - LMI l �' Lank S d 23 P010002 NOTES: 1 SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEAD SEE WITS. 18.20 FOR SECTION DETAILS AND SHTS. 7.1B FOR ANCHORAGE DETAILS. 2. DLO WIDTH a NOM. PANEL WIDTH - r DLO HEIGHT a NOM. PANEL HEIGHT -8.2&' ) 70 & 107-- 110)AT EACH LOCKSTILE. LOCKING INTO DEEPER (ITEM 103)AT FRAME JAMB OR 3. (1AsTRAGAL 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAI.'CC', SHT.19� DETAp.'BB BHT. 10 (i j 'DETAIL VP, 8HT.19. .... OETAIL'EE', SIiT 19, DETAIL V. MT. 18. ANCHORAGE DETAIL 1V' & ANCHORAGE DETAILS TT ANCHORAGE P. EST. 14 &'P, 8HT.14 DETAILS A &'C, SHT.19 DETAIL Y. 8Hi.1& ANCHORAGE DETAILS A' i &'C.BHT.13 ANCHORAGE DETAILS TP &'P', smut ETAIL BB', SHT.19 DETAIL U.1% SHT. 20 INT. EEL . f i1 ( $1 Qaaaeaa am:1=m tir P f MAX. HT: SEE TABLES i r TYPE .A. // 9 NOTE - 3 • MAX HT. TABLES PANT] —�" ,' / NOSEE 3 .43 PANEL YPE TYPE TT �' / / 'TYPE IT / __ " PANEL iii T, iii ' iii �� I { = 11 I 11 * _ 3 vans '' 1 e i� Q = u 1 II 1 j <3 . PANEL. YTS' g ei> di% I i�.m.e lkissesrs ._._... _ DETAe'll. s�T 1E. HORI7ONTAL ACTION A,A SEE FRAME & ANCHORAGE ETAIL9'V PANE. CORNER & W. SW. 13 CONSTRUCTION OXXX (2 TRACK) DETAILS 8HT. 18 EXAMPLE XX -° CORNER XX (2 TRACK �&'G', �" w "`+ 3 90 °OUTSIDE CORNER) - EXAMPLE EMT. 13 DETAIL 'CC, SW. 18 -■ f DETAIL' , WIT. 19 �DETAIL'�'. SHT.19, DETAIL . SHT 19. ANCHORAGE DETAILS B' &T. ADXIHORAGE DETAILS YY MT. 14, MM' & NN, 8HT.16 &'R, 8HT.14 DETAIL W. BHT. 18. ANCHORAGE DETAIL BB'. M. 19 DETAIL IIW SHT.19, ANCHORAGE DETAILS TR DETAIL T. SHTA L &'O'. 8HT.14 ANCHORAGE DETAILS T &'J', SHT.13 PANEL TYPE DETAILS B' &'D'. 8HT.13 p* a TYPE p Mi8 �° C> X PANTS. TYPE •,LYNN 1 1,4 MAX. SEE TABLES POCI ET SEPARATE APPROVAL PANEL TYPE .R. O PANEL • TYPE .L. / NOTE SO S X PANEL TYPE .M.. X PANEL TYPE 'F' X '11' // I' '-✓ X % C> X W % NOTE `P X MAX DP SEE I TABLES j SH .18. J,% .` `�,% O�V r,,,, • 043. `� = *:' �'•: * �= ; * t Na 88 _ = - a i • e ^o • `v h A ' '' C - ... «op. •o� , �� 'SIONAV.` ALYNNmn�+,PE Wel1706 o - � e� DETAIL 'Y', XXXX (4 TRACK BYPASS) ANCHORAGE DETALS IV EXAMPLE SHT.13 811.'. $HT. 14 0)00(P (3 TRACK RIGHT POCKET) DETAIL W. SHT.10. EXAMPLE ANCHORAGE DETAIL8'P &w; BHT. 19 lm "r- AOC TI9smarr COMMA • vmoaemwaamrc NOADUA FL MS PIA BQX FL ACM !EXAMPLE ELEVATIONS x Fliffealt Oat MAIM SERIES 770 ALUMINUM SOD - LA a`��0pM°° 8gg UMW A PERMANIDAIMOONINCRI *acme W» .I wrt NTS, gem 10 • i3 oft& I PGTIi7002 C saes macaw tri Air 1 PANELLEITER PANEL LETTER NOTE:, J (ammo j 1.3EE DP TABLES FOR PANEL WIDTH 3 ASTRAt�AL3 • tPNES) AC, INTERIOR O. EXTERIOR -, R M LQ 8r8F �. Low =� dal T mu °rm m& im M r.Z SAME PR T `` SC L iL mum QS A8 Olff -"�' `a MOO SO COMER sugaoac&NoLs goo o� ■ AS SINGLE =- OUT ea INTERLOCK AS l SA _:. N saws CI L« a ir h NIERLOCK .'N title MOM IC-1 7' INTERLOCK CORNER r-CC was= FCCRAER ,ma F pp lJ I UI,s - = -. . -. or • K RR RIP, L« LC . u Ammo L OUT u A A%,„,, ; -1t., ;;a 1 :: ao w a - ,,�.�;' o�P' �?' - �'1,,,pl� ���N�llM� .... • PIS D mom arm r. arwrmr Mimi DIM awgern Nocxtnnmenass>mer NAT TEENSCLoorgws R. SOTS v»oxoe�irt N>� FEJ®I —I- PANEL , rES SERIES � ALUMINUM SOD - LM/ wa Room PERNA NaaeaolealfrAS auo s Am aruAmt ,� arc — _ N�1 17 • as 1 1 c SILL RISERS OPTIONS FLUSH BOX $ILL RISER FLUSH FLAT SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER 0 HIGH BOX SILL RISER aEXTERIOR INTERIOR* (ALL VEtT. SECTIONS) LOW P.AT $IUMSER MEDIUM FLATSI L RISER HIGH FLAT SILL RISER ETAVIT DETAIL W TAMMY' DETAIL'MM' SCREEN AU • 10012 "toms. c°m NoafaNGETHISSHEET fi A " RIRWAMUMOBBONIENM Oqu Oek diV Mk I G RA Raking e IIVOTECINCILOOYDRAS FL SOW VERJCAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI sefmo r#113178 •79 1°"" Pdr0002 DETAIL 'CC' BTAt�[DM ASTRAGL AND-MM. DETAIL 1313' v- DETAIL '13E' AT MtDSPAN DETAIL 1)17 (FIXED PANEL) EaRna (ALL HORIZ. SECTIONS) a EXTERIOR AT MIDSPAN DETAU.'FF' (FIXED PANEL) DT ES 14. sM 79 FOR DP�ASSOCIA' WITH $T �`", 'Um.;' 'V NO n s►�T ROGtlb'f0 Woe AAA * 001 PA R DETAIL1*7 DETAIL'IP AT MIDSPAN DETAIL VW (FIXED PANEL) HORIZONTAL SECTION DETAILS nuamiarownal =Alb `theft faftss•gaib 61 w�•.ars • Isw SERIES 77O ALUMINUM SOD - !MI UYrtda can o1e 4101► re- . �� =no I N7S 118 a. 23 l POT0X107 r c LINN * ~: fir 1. /2 A LYNN M taxi -P E. Pali 68706 o m ®C o � IK 11 IXT Pg 0 Li LI I 1 / 0 Imo. 1 A„ gionara „M, 4 e5 1 n "I "I I I,,. I 614 = A 0 It u T 11111 GOO 0 DETAIL 'JJ' DETAIL 'KK' ,` ,, ;s .. %.1 , •,, ;'`'�°? `"' •'•••: "' -; E.. A-11°11.----■ 1 1ft t '•,.0'' ., cfl?:'�C ��' SSIONA • 0%% •A L RE. P.F.J 69705 (90° OUTSIDE CORNER, 2 —TRACK SHOWN) • (90° INSIDE CORNER, 2 TRACK SHOWN) op out rn "r nroctowoenassPsEr ammo L -� HORIZONTAL SECTION DETAILS CORNERS Ammo OW Pabst Ild=r0RNE na� II ppoa89. Pi�1 , "Si SERIES 770 ALUMINUM SOD -WI Raid.* Min „� f!/M A P6fl&YOAIOB BAB _ , 116170 s $9 1 ItArber POT0002 J C Me I SCREEN • ., nEM POT Drg 0 POT.. Dew 817308 2.1RACC HEAD 2 17303 817308 2fi11AC K HEAD04TH SCREW RAIL 8 17906 817908 3.1RAAt2C HEAD 4 617312 41RACRIEAD 5 17514 817314 FRAME SCREW COVER 8 17317 817317 FRAME HEAD /JAMB ADDON 7 17904 ' 917901 8 817301 0 17907 817307 2.1RACK 8LL SWAM BEL WITH SCREEN RAIL 3 .111ICK SILL 10 17310 817310 4TW1C2CSIL 11 17313 817513 FRAME SILL TRACK INSERT 12 17315 817318 13 17318 817318 FRAME SILL SCREEN ADDON FRAME GELSC2:EEM1 ENO ADM:* 14 17308 817308 15 17902' 811902 2•1RAC K JAMB 2.1RAC KJAMB WM SCREENRAL 18 17303 81/804 3 -TRACK JAMB 17 17311 817511 41RACKJAMB 18 1732'2 817922 SOL RISER. 0 18 17318 817318 SILL ROM - OHOLLAW 20 17921 517921 SEX RISER -OW FLAT 21 17318 817318 RISER -LOW NDL 4W 17358 817304 S4J.18SER • MED FIAT 23 17884 617364 SILL RISER MED HOLM 24 17920 817320 SILL RISER .H1314 MOWN 28 17323 28 817353 SU OBER -HEM FLAT p101OT boon Nem 27 28 7070 • 17334 87070 817964 NB:PRIME BULB WSW FOR 04100X POCKET DOOR 941001C WW1 28 17398 017358 00 17348 817348 COVER POCKET DOOR P4{OOIC FOR BOXR51ER OPTIONAL PARTS POT SHOWN 04 CRAWS) IY was • • Ot3L7�� Nl)ll`' 11530], ICI MLLE! ,r.,57•(�I o�a� 8525 S ILOCMSET LA ECM nal 1111.11 01111:3111 N47iE7��r rT71. ROLLER a? SKINS -.186 :,.-15353 mesa -:160 202 CRA88 7/111 mow= 14T.HT PVB 203 GLASS IVOLA MNATEDlrt-HOPVB 204 GLASS 7/15 LAMMED HT4178011 209 GLASS M18 LAMMED 1;1.FR8C0► NOTE ALL ALUMINUM as 6083-T6 SEM 80 81 82 88 es POT Grp. 17926 17383 17927 POT. 817920 'PAPELS7.E Deu4M'4W1 817318 017327 PAN:1.81 A (WAVY 2U171 INI1RLOC KADAP7OR VNYLRIB WSW.- DON WSW 811P 1 85 61 1720 17328 179120 17938 70 71 74 78 17324 17380 «95 8153 8193 • 8185 7 723 817328 795 917332 917924 417550 7185 7BIME 831 00 WEATH6RSIRP PAD IN1ER5OCK80R2WCOVER ASIRAOAI. MAW DU1Y ASTRAGAL TOP 8 BCTIT81 MAL V/EICTHBRSIRP ERIE t WESSON MOWED) 11I21XrX310F64HFIN SEAL DUST PLIAS 1700N1 St S1L ROUERASSY. 78 77 78 17960 70 17.07 eb 81 891000E 781808 710PFx 7105219 6'7388 917 53 17980 1221 53 UNES1 NYLON ROLLER ASSY. DINE 809 WW1 OMNI MOMS 3#LY DUAL LOC2C V /AANOTIMI NAT' 81034x1 FL- 88S8R V/W/TYFE'r1W 10 81EEL284CUM1' W188 114 0555 BEAD 140�NTA L 33 SEAS HO NTAL 817504 7718 BEAD IORIZON 1L 817360 Me BEADIIDIL 9194178 VNYL BULB WEATHER2RP 91708 1/11( 1116° WOE $ME Al2ESNE WE FOR 0 BEAD 48052 - ADJ. HOLE • 's Q� QT' ' M.LC tT1.fit Ii Illi �__ aia� —I': - ,• tilrl:" . �,ya. .Ili.)11.•T'• : La IILZMI Ea m1 flail IMILUalll ® F %I,I<,,- ® 1238 `c r;: =n :• . r:• .'1 ffF]tFi��7�T L La�i' Lal MIN 111F7177111 ELL IMPEL 8' LONG MOLE + - 0X514 PN.IEK -8.S. 210 CLASS spew= IDSHOT- 7M8 LAMMED H1d11'PVB 211 pLASS LAMMED 10 1/4T -718 LA891ATEDH3141PVB 212 . 01AS8 1A614MED IG 31187 -7115 LAMINA1ED HI411SOP 213 K;8A8$ 1AMMNA1ED 041/47.7/18 IA86MIiED HFHrSOP vacatuei mum ysi nun. • x,,.11 -101 •14 '112 1//f NPI" NOOHANGETN7SfEET P22 e6: O1 17 ,wn.ari ore lialdratr a WYbsl A Wmba WSW Rio 11M4100.40000140000 FEV2dM0aA0eOai0•M/9 OAK 1070TE010101.00Y DRIVE AMMO pp FL$W4 PARTS LIST DES 770 ALUMINUM SOD- LMI � yire 5311 aIMDn9 NTS 21 19 Y.doW .a 1.303" 0.712 0080' 1.080' 0.63° tow tow 0082' 1 1' ° I 0.782" PANEL J 0.708' 1.11}2' 1/ 1 �_ 0.082' 09 0.080' 0.772 i y. .r----+ 0.08•!° 0.762 • 0284' INTIMOCK SCREW COVER 0.080' N8 $ 0980' 0.052 ` L 0.880' 1.739' A (68 MAV • 6083.76 : 8083 -T8 (18)MA L:6063 -T (11)A 083 -70 OS)mAn.:608370 ( MA I 1 k1Lsown' (62)mmt: ewe T 3.875 3.970' 0.782 -+-- 2" ---+- 3.80 2304' 1.163" s 1.842 0.072 1.645' 0102 0233" tar • p -HOOK SCREW COVER 0.. P.HOCK MOUN71N0 AQAPTOR 0.28? (28) MATE• 8083.70 (20) MAT'L' 6083 46 P-HOQK FOR BOX R%t o.125- pA (pWMATL 3 64z• (30) MAIL 60-76 (Hp „ 0 3.'18 • � 0.411r �'N • 4.126' 4 4' L y 0.674' F-_. - ._- 0.133 I� 1.2 ¶ y 0.078 H 0.082 1.304' 1.6' A K �)MATL• 8083.76 .y, 3.1 3.22 3.126" (�) (TO69MATL• ))OM 0.750' TB 1977 1.019 0232' (61) MA 8068 -79 0.750" I 1.4er tomtit/. 1 0.052 BCREEN off' i 4.066 3308' (40) MAT 0 T6 use 0.062 r ! L r Z R 0.232 0.750" 24140. : x 76 �2' o 9rr 0.802 3985 r �- 1402 320$896 0.082 2.4880. r %%%-1 1.11M N 11°' ?.f = P 1f - %.11.* .A co I . -- ,,90,0 ..........: -'A f rPE,,' REIMS S O _ _ E FLAT SILL RISER RISER )IIGH BOX $04. RISER MEDIUM BOX SILL RISER LOW BOX88l R03ER 8 SILL FLAT SILL RISER jH.AT8ILL MMAT9.:6003 (24)M MTh 6063-11 (23) IBM 6083 -T8 (21)MAT'L:6003 -7s (19 MAT'L:6003 -T0 •''')MAM608346 -T6 CDO MAT'L:608370 "'ion nl ilr* AOCHAg8B7l69INEET Eou�� esiv�ua P B0it1 E7(1RUSlOJVS , � .� SERIES 770 ALUMINUM SQD % MD IMO? Alewrrme PE ISMI /8 woo I nmq 1 22 + 29 I PCaMO? I 0 55 era we. 1 1.211" - - _. i 0.081' — (1� 8083-T6 0.081' — 7.108' 8.682' 0.0801 -4 (10)TNATL; �t8 8.828' ISO 9.142 — 1 1211° 0.080' — on 8083' 8.321' 1.608' 1.04 SCREENSP RAIL. (45)MAT1. 8083.1 0.878' • (48) TL� (14) 1.38° 4- (4 8.621' u1 0.081' — (120) -MA °n 1488' nr 'maw. 2- TRACKJAMBw! 1TRAcK (18) HAM 6083-T8 rsiODUCT astmoltbodll So 1 0.133' 119) CO RM T (118) (17) 8 "J2 'Twos � '1°` Noa+ANGETh.W T ROC 1. ammo 3110 mows ma SMC 08/04/03 POt664YD DECO ADINTA BP Mr I atl _ l twP7earealoereRAC rFLSana PQ FL4 EXTRUSIONS SERIES MI ALUMINUM SOD - LMI stone I •NTS 123 •23 I� PGT0002 I c = *. No. 6°708 4411 11 !I ",, 'O�tNA�tt�� ALYF°IPB P.EAMVOS