The URL can be used to link to this page

WS-11-784Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165992 Permit Number: WS -5 -11 -784 Scheduled Inspection Date: February 14, 2012 Inspector: Bruhn, Norman Owner: MARTIN, PHILIP AND ELINOR Job Address: 70 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: WINDESIGN INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)757 -9903 Parcel Number 1132060130020 Phone: (786)316 -8936 Building Department Comments REPLACEMENT OF WINDOWS & DOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165803. CREATED AS REINSPECTION FOR INSP- 159222. Provide muliian inspection or photos. Provide screens. NB February 13, 2012 For Inspections please call: (305)762 -4949 Page 3 of 17 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF PERMIT NO. ` .. `� TAX FOLIO NO. STATE OF FLORIDA. COUNTY OF MIAMI -DADE: 1 11111111111111111111111111 111111111111111111 FIRST INSPECTIOIC F N 20 J_ 1 80307154 OR Bk 27684 P9 1088; ( ag) RECORDED 05/11/2011 11 :45:3` HARVEY RUVINr CLERK OF COURT MIAMI —DADE COUNTY FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: - -j ✓ n i q) �• 2. Descn'p irrprovemen rkci a�Q c vu (1l ! }L l i,a 4` ,)14-7)-E 3. Owner(s) name and ad V) r-t-c Interest in property: Name and address of fee simple titleholder. 5. Surety: (Payment bond required by owner from contractor, ' any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon wh provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ' Vt, C' /& S( atu`e of Print Owner's Name Sworn to and subscribed before me this Notary Public: Print Notary's N �-- My commission expires: ( -A '1 Prepared by 1-OEL day of � � , 20 r ��iy 51q1 II Oxtail Miami Shores Village Building Department MAY 0 0011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. U■■ BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING y 1 OWNER: Name (Fee Simpleeholder): (/L5y)1(0' ✓ Phone#: Address.. ° \/ ' City: iu� ��, kr _. State: p Zip: Tenant/Lessee Name: Phone #: F.ma�il: JOB ADDRESS: '1 0 I f� I `l c', City: Miami Shores County: Miami Dade Zip: Folio/Parcel##: Is the Building Historically Designated: Yes NO Flood Zone: `�� °mss CONTRACTOR: Company Name: , ( I_ iV (11 : 14 i(� Address: �.. 103 N&.c& City: Qualifier Name: --0 (.0q C t j Phone*: State Certification or Registration ``0:0 60_ 6 (' C' C 5 Certificate of Competency #: Contact Phone#: U I Email Address: DESIGNER: Architect/Engineer . State: • Wit Z Value of Work for this Permit: $ a 0 Square/Linear Footage of Work: Type of Work: DAddition I: Alteration ONew URepair/Replace Description of Work: DDemolition fiY 07,-2 �1 � Submittal Fee $ Permit Fee $ f�O CCF $ COICC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNAIPS, BOILERS, HEATERS, TANKS and AIR CONDDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance wills 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 Ap promise in g whose pro for the first inspection wi 'cant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person ject to attach t. Also, a certified copy of the recorded notice of commencement must be posted at the job site tion which oc . seven (7) days after the building permit is issued. In the absence of such posted notice, the e ' proved a ; reinspectioy. ee will be charged. Signature . ► ;lilt it. w wner or Agent instrument was acknow edged before a thi 20 by L `f kek 4 OPkkL (' 0- , l` The foreg day of who is person known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Signature Contractor The foreg : instrument was acknowledged before me this.. day of ►. : _ - 20�by��l�ai -� who is personally;, own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign' Print: My Commissi MADAM DE AFiMAS-SOUS .4 MY COMMISSION # DD 950325 EXPIRES: February 7, 2014 4.11., Bonded Thni Notary Public Underwriters ******* DSerentsteel+e**** SCR*** ** P***+ i+' F******* *****t4*+RdR******811***4 01040**+. ****?* F*******if+1 **** *********F*9*6 *** ** APPROVED BY Plans Examiner Zoning Structural Review (Revised 07/10 7XRevised O6t1029)(Revied 3115109) Clerk Drum lion Expires -, • r1 Yer Ni0, : ) 1 • IX *5 `'` Q : EXPIRES: February 7, 2014 • pr , Bonded Thru Notary Public Underwiters Signature Contractor The foreg : instrument was acknowledged before me this.. day of ►. : _ - 20�by��l�ai -� who is personally;, own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign' Print: My Commissi MADAM DE AFiMAS-SOUS .4 MY COMMISSION # DD 950325 EXPIRES: February 7, 2014 4.11., Bonded Thni Notary Public Underwriters ******* DSerentsteel+e**** SCR*** ** P***+ i+' F******* *****t4*+RdR******811***4 01040**+. ****?* F*******if+1 **** *********F*9*6 *** ** APPROVED BY Plans Examiner Zoning Structural Review (Revised 07/10 7XRevised O6t1029)(Revied 3115109) Clerk JAN-20-2011 09:50A FROM: z MIAMI Nkt E",.COUN; 0.-.AX COLL BT0KY' 1,4O W LAL 7itVOgf .�,. �MIAb1t��L�,3�1 643855 -0 BUSINESS .NAME /.LOCATION WINDESIGN INC 1565 NW 88 CT 33172 DORAL ., OWNER _. WINDESIGN INC Soc. Typo of BudnoPa 196 'GENERAL BUILDING' CONTRACTOR' MR 19 i1NLY A LOCAL ' BUSINESS TAX RECEIPT, 1T • QOES NOT PERMIT THE HOLDER -TO 1(IDIATE ANY EXISTING REGULATORY OR 20HING - LAM OP THE CDUrrm on cures. NOR I DOES IT • EXEMPT THE HOLDER FROM ANY OTHER PERUIT OR LICENSE REOUiae0 aY LAW. THIS 1! NOT,A:'.CERTjPICATiON or THE HOLDEWB OU#UF1CA- T10'NE..,_. pbh OCA0.14vilp" tiTl REgEI M. R 4.DE dW ly!TY.t S }�`4tWO. FC ` ! t EX193 **VI �U114 pT flUSTAEE.DI P YED ET 010", 19 THIS IS NOT A BILL - DO NOT PAY ;RENEWAL. iiECE1RT NO. STATES:.CBC060I95., TO:3055130704 P.3'3 .FIRST CLAR$ tj POSTAGE-:•j PAID . MIAMI, FL : ERMJT.NP. 231 � I. re • PAYMENT MIAMI•DADE_COUNTY TAX ' COI:LECTOR; 07/16/2910 02240014_00.1 000045.00 SEE OTHER SIDE WORKER /S:: DO NOT FORWARD WINDESIGN INC MICHAEL BETANCOURT 1565 NW 88 CT C DORAL FL 33172 I I I I I I I II1 1 1 1 1 1 I I I , 1 1 1 1 1 ) I I I I 1 1 1 1 1 1 1 1 1 1 I I ) 1 1 1 1 I I I I I I 11 TAN -20 -2011 09:48A FROM: A TO:3055130704 P.2/'3 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 WINSCO EDWARD J WINDES±GN INC 1565 NW 88TH AVE UNIT #C MIAMI FL 33172 • Congratulations! With this license you become one of the nearly one million Floridians licensed by. the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business In order to serve you better. For information about our services, please log onto www.myflorldallcense.com. There you can find more information about our divisions and the regulations that Impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department Is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new license! DETACH HERE 04/29/2011 13:22 3056668014 M CARTNEY INS PAGE 01101 :rwrri,29,i; .. CERTIFICATE OF LIABILITY INSURANCE Os m AM J THIS *1; ° 1 - IS ISSUED AS A OF INFO ' . ATION ONLY AND v ` 0 UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER ME COVERAGE AFFORD BY THE POLICIES mow THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT SEMEN THE ISSUING INSURER($j. AUTHOR REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER LhCI9Att INSq -a5, i . • ., ) @ subject the terma and untie Imat%ceriain pow may raqulne an endorsement A statement en /his certificate does not coarte rights to the certificate holder in Nett of Retch endorsement[s). PRDDUCER McCartney Insurance Ag ncy, InG 6739 Bird Road Miami Pt. 33156 -3705 Pheme :305-666 -4444 IE a TAE -1 AFFORDQi EOTENAGE 9 INSURED Xna 310 Homestead EL Ave. H INSURER A Aelmtae Ctism,Ltg KISWitarice @s U0Urulast S.U.8.A BJrsuR�R C: INSURER D: INS. RP: COVERAGES CERTIFICATE NUMBER: REV)$t0N NUMBER: THEE TO CERTIFY THAT TIM Pa1.[CI F+ —N HAVE KEN ISSUED TO TPE INSURED NAMED ANNE FOR FEREE, NDIcATED. NOMNITFISTAMDING ANY REQuiResENT, TERM OR (=oniON OF ANT CONTRACT CR OTHER DOCUttniTVUtot RESPECT TO VVt} i THE ceRTIRSAT$ MAYBE FOR SIN( PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIEED HEREN IS MILIECTTO ALL THE TE ExcLUSI0NS AND WSW= OFSmS3I mum). LIMITS swam MAY HAVE SEEN REDUCED BY PAID CLAIMS. TYPE OF IRSUMNIEM OMR FO CYNUsMEE GOMM. LAWRY A X CONEDIRCIIU. GENERAL LW89.I1Y I MANMADE I_ .I OCCUR S Owner /Cot Prot. COIL AGGNEGATE LD9TAPPLIES PER; FISLAN IMMOBILE U W, ANY AUTO ALL aMMID AMMG SCiED AUTOS 18Ra AUTOS NON- CIAMEDAUTOS LGC 1,144000475 aatx6 /11 64416122 EAMIOCCURRBIDE AFRES MEDPJLPOnyr ale perms) PERS01ML 0.ADu Maw MINERAL AGGREGATE $ 1,000,0.00 0100,000 05,000 1,000,000 L 2,000,000 PR fu `S -cot Ben. *1,000,00 0 none AND GISPLOYERV LIASILFIT Y t ANY Pr ale NM OPERATIONS wow NIA COLD SUMO LIMIT Q I BODILY [WRY tiVe F ) EMILY IN Y (Per d) S PROPERTY DAMAGE pet factlanD a $ EACH OcCLEVREND AGGREGATE TL1 " LIM6iITMS f 31 L.L. EAOSAccIDENT *1,000,000 L i . maim AEMPLI . T 1, 000 0t 00 E.L DLS i0LtcYUMII , * 1,000,000 DESCRIPTOR OF OPERATIONSt LOSATICMIS SVINISLES OAfL APB ICI. Alistmesl rimes Sthedsta, Sawn apses ts mttpiretS CERTIFICATE HOLDER CANCELLATION wR City of Miami Shores 10050 xi tad. Avenue awl Snore= FL 33238 SWIMS ANY *FIREARMS DESCRIBED POMMES THE ENFELATtoR OATS :T , Roues mom Gs DEUYESED ut ACCORDANDE eDTR THE P UST AUTHORSEESSIEPPESIENTAME Do McCartney © 190-2009 ACORD CORPORATION. AN rigid* rammed. The ACORD name and toga a*e registered marks at`ACORD ACORD 25 (2009189) WIND CALCULATIONS PROJECT: IMPACT WINDOW INSTALLATION AT: 70 N.E. 92ND STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY REPARE LOS M. PER' CTURAL ENG L. P.E. #: 54: E.B. #: 00778 "YOUR ON -CALL EN . IN RING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FloRidA 33176 TEL (786) 242 -1720 - FAX: (786) 242 -4399 • ------------------------ 7.'7- 7 ' '''' • - I. ,„.........._,....;...LL.L..r ,,' ' f 1 JAR 3031 J.LA is 44 13PIALIS::.100 OT TO PM:MAXI:TM rti,f4 elAligl VTlift.03 CM ITATe: •e:2/2:• STRUCTURAL CONSULTANTS March 21, 2011 Village of Miami Shores Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 70 N.E. 92nd Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -6" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: * Building Category: II * Exposure Category: C * Building Mean Roof Height: 14' -6" * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shpuld contactaus. Sinc S ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to C F los M. Pere P.E. #: 548 ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 3/21/11 P.E., Structural Engineer "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12TH STREET, MiAMi, FIORda 33176 TEL: (786) 242 -1720 - FAX: (786) 242 -4399 STRUCTURAL ENGINEERING CONSULTANTS, INC. 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 33176 • TEL: (786) 242 -1720 - FAX: (786) 242 -4399 DESIGN CALCULATIONS • Co0£: A 5c E 3-05 • \ 1ND vet.a.r9 = IACa M P • CY o uRF G9leyoRy = C • b■ALCIIA Cf- C,o1 = � • -n C£ Pgc-toR (_) = 1.00 • KA= 1.00 3 Kit = 1. ©0 • VELDccrj PRESS. E .5JA (Kh):: 0.95 • C csorn -mike Car-3) • Roof $Loft 5 /12. 11 • 61-.N. "W' & NAARo wesT Dien . = 5A1-3 • fe04 Roo 14£1411-r (h):: 141-6 1 • a (CaAN eti DIS11An�C.E 5) . o 0.4 x440 -(I = 5--lot O.= 0. I x541-5= 5L,1►,4---- • qh 0, 0025(0 K,, K Ka z • h = 0.00 25(0(o126 )(1.o0 1.000 A d (1.00) • ih -=-46‘3€3 PSF • ?= fir, (aG') ± %r,«) vii • Cam;, --t od& ` w INDow 5 GRIT, RRE•A < I o yb • 2ONC . 4 5 6'(;9(1) l . cno. 1.00 CCpC ) -- 1,10 --1140 Fri ^tssvRE (i) lvr socnoo( -) X4,3, _59,,3 -x -54.3, ---R.3,2.., MIAMI-DADE, COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA). Florida Window Syystems,7Corp. L1191 NW 77 Term 'Medley, FL 33166 SCOPE: - MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 W W W.maimidade.$ov/buildinECode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building _Code including the High Velocity Hurricane Zone. C ON• Outswmg Aluminum Casement Window — L.ML APPROVAL DOCUMENT: — UMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window (L.M.I.)", sheets I through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Al- Farooq, Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE I MPACT_RATBIG :- Large_and Small Missile Imps esis LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, following statement. "Miami -Dade County Product Control Approved ", unless otherwis oted herein. and RENEWAL of this NOA shall be considered after a renewal application has been fried 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 Ocial. This NOA revises and renews NOA # 03- 0612.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 4tapiration Date: Sep Barber 18, 2013 roval Date: October02, 2008- - - -- __Page 1 Florida Window Systems. Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28/03 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 2. 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 casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 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 casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P P.E. Product Control er NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Florida Window Systems. Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 6/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Plus —Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0116.06 issued to Solutia Inc. for their "Saflex IHG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. E -2 Mann Per Product Control Exa NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 13 1/2' MAX HEAD /SILL 5' MAX. HEAD /SILL CORNERS I ANCHOR READ. AT EACH SIDE OF IMPOST SURFACE APPLIED FALSE MUNTINS OPTIONAL 13 1/2' MAX. HEAD /SILL 8' 5' MAX. HEAD /S0.. CORNERS • SILICONE DOW CORNING 995 GE 4000 I/8' MN. GLASS .080' IRERBAYER G ASSLAM SAFETY-PLUS .010' PET FILM .080- INTERUWER GLASStAM SAFETY -PLUS 1/8' ANN. GLASS WINDOW WIDTH SINGLE VENT WOW SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'A1' 30 15/18• D.L. OPO. 35 7/8' VENT WIDTH 74' WINDOW WIDTH DUAL VENT WOW SILICONE DOW CORNING 995 GE 4000 1 /8' HEAT STREN'D. GLASS 080' INTER DYER GIASSAM SAFETY -PWS .010' PET FILM .080' INTEPIAYER MASS ON SAFETY -PLUS 1 /8' HEAT MEND. CLASS SILKXINE DOW CORNING 995 GE 4000 GLASS TYPE 'A2' • GLAZING OPTIONS GLASS TYPE 'B1' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASbR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWAB -OADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HOT VELDCIIY HU108pWE ZONE (LNH2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEI/AETAL SCR WS. THAT COME WO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 'Fn r: DR. NUWIYOUN FAR000 STRUCTURES �' N CN. M PROIRICTREVISRD torgelsawIthfiendlb Lem Wastwonsple Caw 01 8 z is drawing n0. W03 -36 (sheet let 8 ) DESIGN LOAD CAPACITY - P8F FOR ( I ) SIZES WINDOW DOW. GLASS TYPES 11'. & 12' CRASS TYPE 'DI' WINN HEIGHT ENT. ( +) 141T. (-) EXT. (+) INT. (-) 19 -1/8' EXT. ( +) 55.0 55.0 78.0 80.0 28 -1/2' 28' 55.0 55.0 75.0 80.0 37' (3) 55.0 55.0 75.0 80.0 19 -1/8' 55.0 55.0 55.0 75.0 80.0 28 -1/2' 38 -3/8' 55.0 55.0 75.0 80.0 37' (4) 55.0 55.0 75.0 80.0 19 -1/8' 75.0 55.0 55.0 75.0 80.0 28-1 /2' 50 -5/8' 55.0 55.0 75.0 80.0 37' (5) 55.0 35.0 75.0 80.0 19 -1/8' 75.0 45.5 45.5 75.0 80.0 28-1/' "-- -63'. 34.0 34.0 750 80.0 37' -, (5) - - 7 75.0 805') 19 -1/8' 74 -1/4' 27.5 27.5 75.0 80.0 28 -1/2' (6) - - 88.8 88.8 18' 08.0 55.0 55.0 75.0 80.0 24' 47.0 55.0 55.0 75.0 80.0 30' 24' (3) 55.0 55.0 78.0 80.0 38' - 55.0 55.0 75.0 80.0 18' 28 -1/2' 37. 533 -1/8' 55.0 55.0 75.0 80.0 24' 35' 55.0 55.0 75.0 80.0 30' (3) 55.0 55.0 75.0 50.0 38' 857 55.0 55.0 75.0 80.0 18' 75.0 55.0 55.0 75.0 80.0 24' 75.0 55.0 55.0 75.0 80.0 30' 48' (4) 55.0 88.0 75.0 80.0 38' 75.0 55.0 55.0 75.0 80.0 18' 75.0 55.0 55.0 754 50.0 24' 60' 43.2 43.2 75.0 80.0 30' (5) 35.9 35.9 75.0 80.0 38' 55.0 - - 75.0 804 18' 55.0 32.0 32.0 75.0 80.0 24' 72' 24.5 24.5 75.0 80.0 30' (8) - - 80.0 85.0 ( ) - NO. OF ANC PER 0553 NOTE GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 DESIGN LOAD CAPACITY - IMF FOR ( 22) 81288 WINDOW DIMS. 17NREIIFORCED CENTER POST REINFORCED CENTER POST OIA88 TYPES 'A1' & '82' GLASS TYPE 'Bl' MASS TYPE 'E1' WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 28 -1/2' 37' 53 -1/8' 74' P8' (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 78.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 28 -1/2' 37' 53 -1/8' 74' • 38 -3/8' (4) • 55.0 55.0 75.0 80.0 75.0 80.0 55.0 550 754 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 • 55.0 . 75.0 • 80.0 • 75.0 80.0 28 -1/2' 37' 53 -1/8' 74' S0 -5 /5' (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 85.0 • 55.0 ' 73.0 80.0 750 80.0 554 554 88.7 88.7 73.0 800 28 -1/2' 37' 53 -1/8' 74' 83' (5) 08.0 55.0 75.0 804 75.0 80.0 47.0 47.0 75..0 80.0 75.0 80.0 34.0 34.0 88.4 88.4 75.0 80.0 - - 52.8 52.8 75.0 80.0 28 -1/2' 37. 533 -1/8' 74 -1/4' (8) 39.2 38.2 75.0 79.0 75.0 80.0 20.4 28.4 57.2 57.2 75.0 80.0 - - 40.9 40.9 857 88.7 24' 38' 48' 80' 72' 24 (3) 85.0 55.0 75.0 80.0 75.0 80.0 55.0 58.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 85.0 55.0 75.0 80.0 75.0 80.0 24' 38' 48' 80' 72' 38' (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75..0 80.0 55.0 55.0 75..0 80.0 75.0 80.0 55.0 55.0 78.0 80.0 75.0 80.0 554 55.0 784 80.0 75.0 50.0 24' 35' 48' 80' 72' 48' () 584 55.0 75.0 80.0 75.0 80.0 53.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 73.0 80.0 710 80.0 55.0 55.0 784 80.0 75.0 80.0 55.0 55.0 71.2 71.2 75.0 80.0 24' 38' 48' 80' 72' 80' 55.0 55.0 78.0 80.0 75.0 80.0 85.0 55.0 75.0 804 78.0 80.0 43.2 43.2 75.0 80.0 75.0 80.0 35.9 35.9 88.4 68.4 • 75.0 80.0 - - 57.0 57.0 75.0 80.0 24' 38' 48' 80' 72' (8) 47.4 47.4 75.0 80.0 75.0 80.0 32.0 32.0 84.5 84.5 75.0 804 24.5 24.5 49.3 49.3 78.0 80.0 - - 40.5 40.5 884 88.0 () - NO. OF ANCHORS PER JAMB Figr: ON. HUiNYOUN FA8000 SIRUCIUH,'ES CCA.NN. PRODUCrasven oseemytbigulibeorktier AaapmnclNe / Dots Z/ ON II 8 ; drawing no. W03 -36 Cahoot 2 of e TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING MA —WIDE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS_ SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: WE ELEV. FOR SPACGRG 1./e TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 3/16' TEKS OR SELF DRILLING SCRIM INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 110 SM OR s c I DR . EWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4' MIN. INTO WOOD STRUCTURE = 3/4' MIN. INTO METAL STRUCTURE = 3/4' MIN. SEALANTS• ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /AI.UMINUM COLORED SEALANT. i1 1 droving no. W03 -36 (sheet 3 of 6 ) SINGLE VENT WINDOWS I /2• N 6/6- N 2 LONG ALUM BARS. 2/ VENT AT 6- FROM TOP & BOTTOM FASTENED W/ (2) /e X ,- FM WAS SIEEL REINFORCING SEE SHEET 2 FOR CAPACITIES OMETWOUS PEW OR OE ® A HMV ,B°° I /4- MAx. SHIES TOPICAL ANCHORS SEE ELEV. FOR SPUxNO DUAL VENT WINDOWS . TOPICAL ANCHORS • SEE ELEV. FOR SPACING Env OR. RUALAYOUN ' STRICTURES BA. I / CAN. J 1[067 MN PRODUCT T2VIVED es ea egltesgr A6 &Rade Rana :as; 1 z F i drawing no. W03 -36 (sheet 4of 8 ) ITEM PAT / QUANTITY DESCRIPTION TOTEM. MANF./SUPPLIER/BENARES 1 FWS -009 4 FRAME 8033-13 - 2 FMS -011 4 VENT -TB - 3 F13-010 1 CENTER POST 6003-T8 - 4 F10 -005 AS READ. GAMS BEAD sose-15 - 3 - AS MOD. FRAME ASSEMBLY SCREWS ST. STEEL /10 X 3/4' PH MS 8 - AS M10. VENT ASSEMBLY SCREWS 51. 51EF1 /10 X 1 -1/2' PH SIG 7 E102 AS RECTO. FRAME WFARHFASTRWP010 (.078 X .300) V07TL ULTRAPAB B 0200 AS RECTO. VENT WEAR&RST PIFX3 (.187 X .330) VBIYL ULTRAFAB 8 34.12.00.100 2/ VENT r4 BAR HOSE. AT TOP AND 8071011 STEEL TRUTH. ATTACHED 9/ (B) /e X 3/8' SS 5MS 10 30080 2/ VENT LEVER TYPE FACE MOUTH LOCK 5160. TRUTH. AT 12' FROM TOP AND BOTTOM 11 21087 2/ VENT LOOT KEEPERS, AT FRAME JAMB FACING LOOK 51EE1. ATTACHED 9/ (2) /f0 X 3/8' SS so 12 40085 1 R01O OPERATOR STEEL TRUTH. ATTACHED W/ (4) Ill X 3/r SS 5119 13 - - .057 MK CORNER KEY ST. STEEL 1 -I/2' X I -1/2' X 1/2" 14 - 2/ LOCK LOCK WSFAUATam SCREWS - /12 X 1/2' PH 5M5 18 - AS tom. CORER POST woos= STEEL - 330 1.900 I 1.720 PRBOUCTBEVFSED atrosAyferrithiberBdd0 WilOn tiro 401034 .745 GLAZING BEAD REINFORCING CHANNEL 38 KSI STEEL tl [ehret $Of 6 ) IMPOST CORNER VENT CORNER ALL TRADE AND VDU CORNERS TO BE SEALED M TN WHITE /ALUM COLORED SEALANT. drawing no.' W03 -36 (meet 60t 6 1 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window System, L1 PC. 745 W 18 Street 1 L Hialeah, FL 33 0 PE: MIAMI DADE COMM, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gav/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 'DESCRIPTION :_ECO - Guard- Series4 a Hun Window — APPROVAL DOCUMENT: Drawing No. W09-08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.L) ", sheets 1 through 6 of 6, dated 02/12109, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 1V1.7siU IMPACT RATING: Large and maIi1� illeImpast- Resistant LABELING: Each unit shall bear a permanent l tee wi-t he manufacturer's-name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 1.3=E ✓•111s1V1 IAPPROVED! A o. * xpiration Date: April 08, 2014 Approval Date: April 08, 200, ECO Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12 /09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. 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 installation diagram of a 106 -1/2" wide x 76" high ECO- Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 • -007 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09-0224.07 Expiration Date: April 08, 2014 Approval Date: Aprn 08, 2009 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by A1- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. E -2 Carl M' Utrera, P.E. Product Control Examiner NOA No. 09-0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 53 1/8" 8" MAX. HEAD CORNERS FALSE NUYTINS (SURFACE APPLIED) OPTIONAL ECO— GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF IMO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON OETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAH. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT C014E INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH 47 3/8" D.L.O. (no. LIE) t2" MAX. , HEM HEM 1; 1 I; - I' j1 ! 'I a o . 11 H -' -' 1' - O 1 4 II T II II II II .. i �1 It I. v 11 11 11 u A II © 1 I 11 ' I1 11 NO ANCHORS AT 47 3/8" NO ANCHORS AT SILL 47 3/0" D.L.O. (VENT) 50 3/18" VENT WIDTH EQUAL LUTES 8" MAO. HEM CORNERS 53 1/8" WINDOW WIDTH 47 3/8" 0.1.0. (FIX. L1E) 12" MAX. , HEM 1; 1 I; - I' j1 ! 'I a o . 11 H -' -' 1' - O 1 4 11 11 II 11 NO ANCHORS AT 47 3/8" SILL TYPICAL ELEVATIONS TESTED UNITS f THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. I_ SHUTTERS ARE NOT REWIRED_ UNEQUAL LUTES (ORIEL TYPE) Inv: GR. HtIYAYQUN FA17008 SIR P.A. : PE '63 I 18557 CAN. 3935 232 g� i 1 A k drawing no. 1W09 -08� shoa1 of 8� EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FIANCE DINS. GLASS TYPE 'A' GLASS TYPE 18' WIDTH HEIGHT EXT.( +) INT.(-) EXT.( +) 1NT.( -) 19 -1/8' 75.0 90A 750 90.0 24' 75.0 90.0 75.0 900 29 -1/2' 75.0 90.0 75.0 90.0 32' 28 75.0 90.0 75.0 90.0 37' (3) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 53 -1/8' 75.0 900 75.0 900 19 -1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 29 -1/2' 75.0 90.0 75.0 90.0 32' 39 -3/8' 75.0 90.0 75.0 90.0 37' (3) 75.0 904 75.0 90.0 40' 75.0 r 90.0 750 90.0 48' 75.0 90.0 75.0 90.0 53 -1 /8" 75.0 90.0 75.0 90.0 19 -1 / 8', 75.0 90.0 75.0 90.0 .+---1'? 75,Q_ 90.0_?* 75.0 90.0 26 -1/2' 75.0 90.0 75.0 90.0 32' '30 - 5/8- 73.0 90.0 750 90.0 37' (4) 75.0 90.0 75.0 90.0 40' 75.0 904 734 900 48' 75.0 90.0 75.0 90.0 53 -1/8' 75.0 904 73.0 90.0 19 -1/9' 75.0 90.0 75.0 90.0 24' 75.0 904 75.0 90.0 28 -1/2" 75.0 90.0 75.0 90.0 32" 93' 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 750 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 900 53 -1/8' 75.0 904 75.0 90.0 19 -1/8' 750 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2' 750 90.0 75.0 90.0 32' 78' 75.0 90.0 75.0 90.0 37' (6) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 53 -1/8' 75.0 90.0 75.0 90.0 WIDTH EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FUNGE DINS. GLASS TYPE 'A' GLASS TYPE 'B' WON HEIGHT EXT.(4) 1474-) EXT•( +) mil-) 19 -1/8' 75.0 90.0 734 90.0 24' 73.0 90.0 73.0 90.0 28 -1/2' 75.0 90.0 73.0 904 32" 50 -5/8' 75.0 90.0 75.0 90.0 37' (4) 73.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 53 -1/8' 75.0 90.0 750 90.0 19 -1/8' 75.0 90.0 75.0 90.0 24' 73.0 90.0 75.0 90.0 26 -1/2' 75.0 .90.0 75.0 90,.0 32" 83" 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' - - 75.0 90.0 53 -1/8' - - - 75.0 90.0 19 -1/8' 75.0 90.0 75.0 900 24' 75.0 90.0 75.0 950 28 -1/2' 75.0 90.0 75.0 90.0 32' 76' 75.0 900 75.0 90.0 37' (8) - - 75.0 900 40' - - 75.0 900 48' - - 75.0 90.0 53 -1/8' - - 75.0 90.0 1/8" HEAT STREW!). GLASS 3/18" HEAT STREND. GLASS .090' INTERIAYER .090" INTERLAYER BUTACITE PVB BY 'DUPONT BUTACITE PVB BY 'DUPONT' 1/8' HEAT STREW!). GLASS 3/16' HEAT STREND. GLASS SILICONE DOW F SILICONE 899 DOW 899 N GLAZING OPTIONS $ UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -OEC -219 f z 0 a 0 go U1 z0 A k droving no. W09 -08 IBY MOOD BUCK •e e TYPICAL RS SEE ELEV. . FOR FOR SPACING s, 1144411•11412:7_ N` loi. O 0 4 4 • • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 mrpotimi WAMI -DADE COUNTY APPROVED MULLUON & MULLION ANCHORS SEE SEPARATE N0A RICK unt TYPICAL ANCHORS\ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'RW' (FK.120 KSl. Fy.92 KSO INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2" MIN. EMBED INTO CONC. OR MASONRY l/4" DIA. TEKS OR SELF DRILLING SCREW (GRADES CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (5063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 614 SMS OR SELF MILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. ■ .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 3/4" MIN. CONCRETE rc - 3000 PSI MN. MASONRY Fm 2000 PSI WIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WI JOINT SEALER. IOW Mem b u' 4:1 d Ira Mowing no. W09 -08 sheet 301 6 MN1R -011107 =Ray WROTE° MULLION SEE SEPARATE ROA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM / PART REQD. DE.4CRIPTLON MATBRIAI. MANF. /SUPPLIER /REMARKS 1 FY101 1 PRAYS HEAD 6063 -18 - 2 FYIIS 1 FRAME SILL 6063 -16 - 3 P1103 2 PRAMS .IAMB 6063 -78 - 4 _ _ FY104 1 FAILED MTG. RNL 6063 -18 - _S P1105 1 VENT TOP R.. 6063 -T6 - 8 P1114 1 VENT BOTTOM RN1. 6063 -T6 - 7 FY107 2 VENT SIDE RAG 6061 -18 - 6 -_ P1108 AS 800. GLAZING 6760 (5/16• LAM GLASS) 6083 -76 - a P7109 AS Mme. GLAZING BEAD (7/16' LAM. GLASS) 6063 -T6 - 9 P7116 2/VENT 56511 STOP 6083 -18 - 12 SL203P 2/VENT SWEEP LATCH. AT 12-I/2" FROM ENDS 7AMAX SW.JVAN & ASSOC. 126 18 X 5 /8• 2/ LATCH LATCH MST. 5(5(95 5T. STEEL. P4 915 14 18 X i' AS REDO. PRAMS & VENT ASSEMBLY SCREWS CRS P14 SMS 146 18 x 3/6' 2/ VENT BOTTOM RIO. ASSEMBLY SCREWS CRS PH 5115 15 (107 AS R(00. BOTTOM RAG SEAL - SERIES 101. NEOPRENE ULTRAFAB 16 (203 AS REDO. GLAZING READ 81(8 SANTOPRENE ULTRAFAB IB 923161 AS REW. FP SEAL W'STRIPPING - - UURAFA9 19 FY117 4/ VENT 5691 GUIDE CELCON R&M PLASTICS 196 16 X 3/6' 1/ GUIDE SASH GUIDE 1157. SCREW CJIS 0H 5115 TYPE 8 20 P210 2/6(117 5691 ENLARGE - 5117E 7 87 69 206 18 8 5/8' 1/ BALANCE BALANCE 6457. SCREW - P PN 5115 21 - AS 5(00. GLASS SPACER 90708E FRAM LOWS 22 - 1 5/I6" 805 575(71 - OP ZONAL 23 P7120 - FLUSH FRAME ADAPTER 6063 -16 OPTIONAL SEE EL moms SEE (LEY. FOR SPACING 1/4" MAX I/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING I /4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPAGNG SCREEN OPTIONAL EXTERIOR FEB 2 3 2009 drawing no. W09 -08 sheet 4ot 6 MIAMI-13043E COUNTY APPROVED YULLbN & MULLION ANCHORS SEE SEPARATE NOA TWICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ow SR. NUT S FAR000 FL4. E e IG337 C.A.N. 3535 • infafF 4i *5 9 z Or G ;1110 a 8 W drawing no. W09 -08 (eel 5 of 8 1.888 2.750 VENT TOP RAIL 2.750 FRAME JAMB 5 x.519 1.047 F— GLAZING BEADS r .803 1.047 1.087 1 4341 .0821 .821 VENT SIDE RAIL 1.929 2.027 1.750 • VENT BOTTOM RAIL 2.773 .9L 74 ,Q FRAME SILL 25 FLUSH FRAME ADAPTER J91 FRAME CORNERS DETAR, VENT CORNER OETAJL Env. 00. Hu96101RFN1000 STRuCRFRF.S F1A PE ! 19557 CAN 3536 2 3 2009 drawing no. W09 -08 (sheet 6of 6 • MIAMJD DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF AG CEPTANCE (NOA) WO-Window Syste iiLLC eet 745 St S _ -Mali* FL 3301 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.nov/buildingeode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESOPTION: " Eco -Guard Series -200 " Alnminniln Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling • Window (L.M.I.)", sheets 1 through 7 of 7, dated 02/24 /2009, last revision #A dated 04 /17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small M fissile Impacf —Y IIVIITATIONS• Miami-Dade County Product Control Approved Shutters Or-Protection Devices Are Not Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application hhas been filed there 1� been no change in the applicable building code negatively affecting the performance product. 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 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 s hall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E-1 & E-2 as well as approval document mentioned above. A. Mir, P.E., M.S. The submitted documentation was reviewed by Helmy I APPROVED! n r NOA No. 09-03 ration Date: 05/27/2014 Approval Date: 05/27/20097 �► /,L' /.t�9 Page ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Viqar, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. H A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09-0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC-1, TR -1 to TR -5, Ca -1 to CA -26, GL-1 to GL-3, A -1 to A-4, R -1 to R -3, prepared by Al Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTME1300- 02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Viqar, P.E. E -2 w A,r�,��- �y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/2712014 Approval Date: 05/27/2009 ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNC WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-MADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSTLM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED 9i DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED 10 SIEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 3 I/2• MAX. a WINDOW WIDTH 4• 10 5/B' MAX. (A I J 1 1 1 I- 1 HEAD /SILL CORNERS 1 I 1 I HEAD /SILL CORNERS I; 1 li / ;I O I 11 ,.1 I if 1 , .. T / VENT Her 55 7/8 — FALSE MUNTINS (SURFACE APPLIED) MAY USED f 1 1 1- 32 3/4' 1 I tt 1 t t 32 3/4' D.L. OPC. 38 7/8' Dl. OPG. TYPICAL ELEVATIONS 1/8' NEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS _ .090 INTERIAYER .090' INTERLAYER BUTACITE PYB BY 'DUPONT' SENTRYGIAS PLUS BY - DUPONT 1 /8' NEAT STREN'D. GLASS 1 /8' HEAT STREN'D. GLASS SNCONE SILICONE 00W CORNING 899 9t DOW CORNING 899 GE SCS 2000 F N GE SCS 2000 GLASS TYPE 'A' GLASS TYPE '8' GLAZING OPTION;; lR z u C1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Ow: PAPAW ntwa CML FIA PE L48883 CAN. APR R 4 2009 [sheet 1 ■oI 7 ) DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A 9/0 REIN?. IW171 REINF. GLASS TYPE 'A' cuss TYPE '9' MOTH HEGHT EXT.(+) EX1.( +) 0NT.(-) EXT.( +) 04i.(-) 26 -1/2" 9 4 70.0 60.0 80.0 90.0 37' 28" 70.0 70.0 60.0 80.0 90.0 53 -1/8" (3) 70.0 70.0 80.0 80.0 90.0 74" 9 z-_-/0.0- _- 70.0 80.0 80.0 90.0 28 -1/2- 12 70.0 70.0 80.0 80.0 90.0 7 38-3/ .., En Mil 80.0 90.0 53-1/6 'I (3) 6 70.0 80.0 80.0 90.0 H 12 O 80.0 Gr 8m9 80.0 90.0 26 -1 /2" 12 4 70.0 80.0 Em 74' 37' e15• Lama 70.0 o-.T7• 80.0 1=111 90.0 53-1* 9 Q m 80.0 80.0 90.0 (5) 12 70.0 70.0 80.0 80.4 72- 28 -1/2' .C>i4 5 EmC�8+.l�+,}� a 80.0 80.0 90.0 64' ai1:11 9 53 -1/8" (5) 6 70.0 70.0 80.0 90.0 74" 80.0 8 70.0 70.0 80.0 80.4 24" 80.0 4 70.0 80.0 80.0 90.0 38' 80.0. 4 70.0 80.0 80.0 90.0 48' ��) 6 70.0 80.0 80.0 90.0 60' 80.0 6 70.0 80.0 80.0 90.0 72" 80.0 8 70.0 80.0 80.0 90.0 24" 80.0 4 70.0 80.0 80.0 90.0 35" 60.0 4 70.0 80.0 80.0 90.0 45' 80.0 6 70.0 80.0 800 90.0 60" ) 8 70.0 80.0 80.0 90.0 72- 70.0 8 70.0 80.0 80.0 90.0 24' 70.0 4 70.0 80.0 80.0 90.0 39" 70.0 4 70.0 80.0 80.0 90.0 48" 70.0 9 70.0 80.0 80.0 90.0 80" (4) 6 70.0 80.0 80.0 90.0 72" 8 70.0 80.0 80.0 90.0 24" 4 70.0 80.0 80.0 90.0 38' 4 70.0 80.0 80.0 90.0 8 70.0 70.0 80.0 90.0 80' 8 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 87.8 A e N0. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL 01.455 DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 11/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE '8' WIDTH HEIGHT EXT.(+) MT.( -) EXT.(+) INT.( -) 74' 9 70.0 80.0 90.0 90.0 108 -1/4' 28' (3) 12 70.0 80.0 80.0 90.0 111' 12 70.0 80.0 80.0 90.0 GAL' '@((33)) 9 z-_-/0.0- _- -BIFQ" j80.0 90.0 toe-1/4" -3/8' (3) 12 70.0 80.0 80.0 90.0 C 111' ) 12 .., . . . •.0 90.0 74' 50 9 70.0 80.0 85.0 90.0 106-1/4" -5/8" (4) 12 70.0 80.0 80.0 90.0 111' 83' 12 70.0 80.0 80.0 90.0 74' (5) 9 70.0 7011 80.0 90.0 72" ,11 9 70.0 80.0 80.0 82.8 111' (5) 12 70.0 70.0 80.0 80.4 72- (2) 9 70.0 80.0 80.0 90.0 64' 24" 9 70.0 80.0 80.0 90.0 96' (2) 12 70.0 80.0 80.0 90.0 108' 38' 12 70.0 80.0 50.0 90.0 72" (3) 9 70.0 80.0. 60.0 90.0 64" 36" 9 70.0 80.0 80.0 90.0 98" (3) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 90.0 90.0 72- (4) 9 70.0 80.0 80.0 90.0 94' 48" 9 70.0 60.0 80.0 90.0 96" (4) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 80.0 90.0 72' 9 70.0 70.0 80.0 90.0 64- 80' 9 70.0 70.0 80.0 90.0 98' (8) 12 70.0 70.0 80.0 90.0 108' 12 70.0 70.0 80.0 87.6 A - NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB (I /3W) 4 (1 /3w) (1 /39) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'x0X' DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A II/0 REINF. 119111 REINF. CLASS 17FR 'A' OIA&9 TYPE '8' WIDTH HEIGHT EXT.( +) IM:( -) EXT.( +) on.(-) 74' 9 70.0 80.0 80.0 90.0 106 -1/7- ) 12 70.0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 74' 35 9 70.0 80.0 80.0 90.0 106-1/4" -3/8' (3) 12 - - 80.0 90.0 111' 12 - - 80.0 90.0 74" 80 -5/8' 9 70.0 80.0 80.0 90.0 (4) 74' 83' 9 70.0 70.0 80.0 90.0 (5) 72" 9 70.0 80.0 80.0 90.0 84" 24' 9 70.0 80.0 60.0 90.0 . 9 (2) 12 70.0 80.0 80.0 90.0 109' 12 70.0 80.0 80.1 90.0 72" 9 70.0 80.0 80.0 90.0 84' 38' 9 70.0 80.0 80.0 90.0 96" (3) 12 70.0 80.0 80.0 90.0 105" - - 60.0 90.0 72' 9 70.0 80.0 80.0 90.0 84" 9 70.0 70.0 80.0 90.0 98' (4) 12 70.0 70.0 80.0 90.0 72' 80' 9 70.0 70.0 60.0 90.0 (5) A - N0. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMB OPERATING VENTS TO 8E 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. z 8 i$ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAD5- DEC -219 En9r: MOHO WON glean Can 6 APR 21 4 2009 drawing no. W09 -12 (sheet 2 of 7 ) IBM WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • 44 4110L1111111.-11_ MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOR 1D J TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 3/8" X 2 -1/4" WEEPHOLES AT EACH END AND 37' O.C. MAX. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. g TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4' DID. TAPCON BY ITV/ (Fu -120 KS. Fy -92 KS!) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8` MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W 114 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. ® .0901 (NO SHIM SPACE) TYPICAL ED E DISTANCE INTO CONCRETE AND MASONRY ■ 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE Pc w 3000 PSI MIN. MASONRY Pm - 2000 P51 MIN. • 4 ° as eump1YlMwith TM tor WOWS WOW CM. Wit. MS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL MtcRORS SEE ELEV. FOR SPACING WI APR 2 4 2009 (sheet 3 of 7 ) drawing no. W09 -12 MIAMI-DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING JNSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E. WISHAO NAAR CWIL AAC.Aw. iSx APR 2 4 2009 0 V drawing no. W09 -12 (sheet 5 of 7 ) 2.750 3.249 r .813 1.718 VENT TOP /BOTTOM RAIL FRAME HEAD JAMB STILE FRAME SILL MEETING RAIL . 3/18' —"I r r , tEE1 'sLI 12 1 STEEL REINFORCING St8 -♦•-y .719 5 .803 t.047 GLAZING BEAD 1.314 .250 .312 SILL TRACK © FIXED MTG. RAIL FIXED FRAME JAMB 2.688 2 2.611 789 0 FLUSH FRAME ADAPTER ITEM PART t QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 2 3 A FY201 FY202 1 FRAME HEM 8083 -T5 - 1 FRAME SILL 8083 -75 - - FY203 1 SILL TRACK INSERT 8083 -T8 - - P1205 AS RE00. MOV. FRAME JAMB 8083 -76 S - -6.� FY101 AS READ. FIXED FRAME JAMB 6083 -78 - F7104 1/ VENT FIXED MFG. R9L 8083 -78 - 7 FY105 1/ VENT VENT INTERLOCK 8063 -T8 - 8 9 FY206 1/ VENT JAMB STME 8083 -T8 - FYIO7 2/ VENT TOP AND BOTTOM RAIL 8083 -78 - ID 11. -..._ FY108 AS REGD. CIAZINO BEM 8083 -T8 - - AS RE00. REINVORCING BAR STEEL - 12 - AS RE00. REINFORCING BAR STEEL - 13 FY204 AS RTEOD. A00 -0N SILL RISER 8083 -78 USE AS RE00. 14 FY308 4/ VENT ROLLER HOUSING & CtADE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1' AS KEW. FRAME/VENT ASSEMBLY SCRERS CRS P.H. SMS 18 08 X 3' 2/ VENT FIX. RAIL SAL SCREWS (SILL END) CRS P.H. SUS 19 823181 AS REW. FIN SEAL *'STRIPPING - U1.TRAFA8 20 03007190 A5 KEW. BULB SEAL 0 -LON SCHLEGEL 21 E207 AS KEW. BULB SEAL S*NTOPRENE ULTRAFAB 22 E20] AS ROIL (RAMC BEM BULB SAMOPRENE ULTRAFAB 23 - AS RECD. GLASS SPACER SILICONE FRANK LONE 24 51.2039 2/ VENT SWEEP LATCH - SULLNAN & ASSOC. 25 /8 X 1/8' 2/ LATO4 LATCH MST. smug ST. STEEL OH 5M5 28 9U2L 2/ 808. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/18' BOX SCREEN - OPTICOML 28 FY120 - FLUSH FRAME ADAPTER 8083 -16 OPTIONAL Eng.: AMINO WW2 OWL FLA. C.A . f .1863 MO APR 2 4 2009 1 4 d c 9 112 s.� 1 1 k a. 1 drawing no. W09 -12 (sheet B oT 7) VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER DKr. Ana: NONN CNIL M PE 1 MO CAN. l7]6 APR 2 4 2009 (sheet 7 of, 7 ) I , n a • • 4 MIAMFDADE_ COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) r ndustries,Inc. 8501NW90thS Medley, FL 3316 PE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.nriamidade.eov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building including the High Velocity Hurricane Zone. Ct TIONs Clipped ATninitimir 'ube n w/ and w/o Steel Reinforcement — L.M.L APPROVAL DOCUMENT: Drawing No: -LA -All. ,1001, titled "Aluminum Tube Mullions" Sheets 1'\ through 10 of 10, dated 04/27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and \ expiration date by the Miami -Dade County Product Control Division. MISSILE - IMPACT RATING: La rge- and- Sma1l[Missile Impact esis a t LABELING: Each unit shall bear a permanent label with the ufman the name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 06- 0620.17 and NOA # 06-0620.18 and consists of this page 1 and Evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. r NOA No. 10- 0610,' ,Expiration Date: May 30, 200 itil arrival Date: October 06, 201 — L Page 1 Andersen Cornoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10, prepared by manufacturer, signed and sealed by Thomas J Sotos, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03 -0225.07) 2. 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 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (seed under NOA# 03 -0225.07) 3. Tensile Test reports on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03 -0225.07) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. 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 sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27 /02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 6. Test reports on: 1) Uniform Static Air Pressure Test, with marked-up drawings � Loading per FBC, TAS 20294 p wings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz- P.E. (Submitted under NOA# 03 -0225.06) E -1 Manuel P.E. Product Contr finer NOA No. 10.02 Expiration Date: May 30, 2012 Approval Date: October 06, 2010 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 05/17/10, prepared, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL RIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 06 -0620 Clipped Aluminum Tube Mullions expiring on 05/30/12. 2. Notice of Acceptance No. 06 -0620. Aluminum Tube Mullion — L.M.I., .17, issued to Lawson Industries, Inc. for their w /Steel Reinforcement, approved on 10/05/06 and 18, issued to Lawson Industries, Inc. for their approved on 11/16/06 and expiring on 05/30/12. E -2 Manuel Pe a ' .E. Product Control ; er NOA No. 11 140.02 Expiration Date: May 30, 2012 Approval Date: October 06, 2010 ANCHOR /CLIP GLAZING PRODUCT ANCHOR /CLIP HORIZONTAL MULLION J VERTICAL • VERTICAL I MULLION GLAZING PRODUCT HOR /CLI' L IJ VERTICAL MULLION GLAZING PRODUCT ! .� GLAZING PRODUCT WI W2 MULLION SPAN W3 WIDTH (W) = W1 + w2 + W3 ANCHOR /CLUE i k, J VERTICAL J GLAZING PRODUCT VERTICAL MULLION • 1.) GLAZING PRODUCT hi ANCHOR ./ MULLION GLAZING GLAZING zd PRODUCT PRODUCT Si zi ANCHOR/CU ' (o \ t WI W2 W WIDTH (W) = W1 + w2 2 N ANCHOR /CLIP HORIZONTAL MULUON GLAZING ,1 PRODUC ..Sau. ... J GLAZING PRODUCT VERTICAL MULLION • 1.) GLAZING PRODUCT hi ANCHOR ./ GLAZING PRODUCT MULLION SPAN ANCHOR /CLIP T.HORIZONTAL MULLION GLAZING ":' PRODUCT ..Sau. 3 J GLAZING PRODUCT VERTICAL MULLION • 1.) GLAZING PRODUCT hi ANCHOR (...J) /CLIP f s en W1 '� W2 MULUON SPAN WIDTH (W) = WI 2 + W2 TYPICAL MULLION ARRANGEMENTS n N THESE MULLIONS ME RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL IAWSON.S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCUR:MG HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I. E: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESSTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETARS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 8. ANCHORING OR LOADING CONDIRONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL T. A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED N DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Of THE 2007 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6. 7. 8. & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS P•YDUC 8L IP a 1 1 8 1 1 1 1 1 iE a 1 1 1 1 1 qy �pu�i Q`0 *,,,,, ash TYP. 3690 ats 062 •123 C .1 � 2 t ALUMINUM TUBE MULLIONS MULL AND CLIPS CROSS SECTIONS. AND GENERAL NOTES .°. yw d $ 1 i SA09 3020 062 4'� 4200 6Am 2 x a !d!lLLI9N Ism �� IJ _ �1 i � 3.oao _ L732 I 7.m2 3Dm 1800 ^ . _. -..- FRAME .119 I 2000 0513 1.732 8D62 E000 -' g � � • Z �" lye $ a $ - X 0. 2X . // /—/� 4sm MULLION 6063 �� CLIP -m OPTIMA \o • �I - JO CUSTOM 6067 IOC 1.062 1 X 4 MULLION -m TKO U88 1 X 3 MULLION -m 0556 CUSTOM 6061 Ixx: Sxx: (FLANGE Ate 1062 1 X 3 MULLION -16 0.950 0.633 FRAME) c TACO 1.198 1 x 2 MULLION 6063 -T6 0.370 0.370 FRAME) T I 2 X 6 STD. TUBE MULLION CUSTOM 6067 in 1n3 CUSTOM Ixx: Sxx: (FIN 1d ink vHtsJS 356 CUSTOM Ixx: Sxx: D70 1062 1 X 2 MULLION 6013 -m 0.330 �0..3�30 !YIitRAUE) 1n 'vi argrY rn•X•vLYiu B. INTC. ) MANUFACTURER OF QUALITY ALUMINUM Ixx: 2.070 m Sxx: 1.035 in3 (FLANGE FRAME) Ixx: 1.000 in. Sxx: 0.687 in� (FIN FRAME) LN STANVARD TUBULAR SHAPES ^ -2 —• ••• Lmp* is r. Amex 60I4&i10012 .... :•..•. .. • 4 _ ?SY=' i.. /! 60671ffi TYPICAL J 6LAzNF PaoD1IeT --124 2 x 6 .7"SO .0m ' -IOm 63! -. 2-0m .125 2290 l : t 1 4----2000— t tDm 0529 4Dm - 2 x a 41 TYPICAL saw MULLIONS 3200- • CONTAINING GLAZING 4303 PRODUCTS SOLIO --■-• u 805 a 8 I 1X 40q410,. 4.700 MULLION CLIP 6093 -m NOTCH OPTIONAL e:, X 4 STD- TUBE MULLION 6693 -7e Ixx: 2.070 in! Sxz: 1.035 in. 1 X 3 STD. TUBE MULLION 6C63-T6 bar: 0.950 is Sxz: 0.633 in. 1 X 2 5TD. TUBE MULLION 6053 -m Ixx: 0.3.30 in Sxx 0.330 in. _ i HQRiZONTAL OR VERTICAI, SEE STEVE 02 DOOR APPROVAL FOR FASTENERS SIZES AND SPACING STD. TUBE MULLION 6963 -m Ucx: 8.280 in'. Sxx: 2.760 ire STD. TUBE MULLION eo63 -7e Ixx: 2.980 ink Sxx: 1.490 ink -- 2Am A-325 . MIN. /1 \ ANGLE o Al CLIP CLIP LENGTH INSTRUCTIONS; RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NULL .L. THESE MULUONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT PRODUCTS. 311MI hri, *� 'A �,9 *''• 3�Nia•. �••'•• • �i ! _ . O O . $3.1 • v 0 ,am ^7 • •• ��. . • • yO'.••''• d .Q�,r va , ....... 3PP1% USE CHARTS AND CRAMS As FOLLOWS. 1 X 2 1.668• STEP T 1 Tao i05 PNrneulAR OPENING. 1 X 3 2.688' STEP 2 ° W s MEETING ABOVE LOW REQUIREMENTS STEP 10 YTO L10N AS PER PRODUCT 1 X 4 3.688' NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR J. HORIZONTALLY. FER 10 SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 2 X 4 2 X 6 3.613r 5.688' APpaov� STEP 4 SPECIFY MA10WM SHIM SPACOxi. UANO CHARTS ON SHEET 3 OF 10 SELECT MUwat SIZE 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. INTO TUBE ANGLES SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. STEP 5 rrtH OLSIG9 RATGG MORE THAN 0291010 LOAD SPECVIED M STEP 1 WK. STEP STEP 6 SHEET 9. SE TYPE YAM 022002 8*7020 CHARTS .-- 20m --- 6083 -1B MORE IRAN THE WAGS LOAN SPECIFIED 04 STEP I AB9K. TUBE MULLIONS TUBE MULLIONS Width (w) 18 24 7 38 48 54 88 72 1 24 30 38 42 54 MULL SPAN 60 88 78 60.8/8" 1X2 1X3 150.0 150.0 150.0 150.0 123.0 150.0 102.5 150.0 87.9 150.0 78.9 150.0 66.3 137.6 81.5 123.0 55.9 112.8 51.3 1032 473 95.3 18 24 30 36 48 54 68 72 78 18 38 42 48 64 68 72 57" 83" 89.3 150.0 87.0 150.0 53.6 142.3 44.8 118.6 38.3 101.7 33.5 89.0 29.8 791 26.8 712 24.4 84.7 22.3 59.3 20.6 54.7 82.6 150.0 48.9 135.1 37.5 108.1 31.3 90.1 28.8 77.2 23.5 67.5 20.9 60.0 18.8 54.0 17.1 48.1 15.6 45.0 41.6 48.3 133.4 34.8 100.0 27.8 80.0 232 68.7 19.9 572 17.4 50.0 15.4 44.5 40.0 38.4 33.3 30.8 c1 XT4 2 X 4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 ,.150.0 _ 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.4 150.0 1292 150.0 118.3 150.0 105.7 150.0 08.9 139.5 89.5 128.8 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 131.1 160.0 114.7 150.0 101.9 148.8 91.7 132.1 83,4 120.1 76.5 110.1 70.6 101.8 150.0 1500 150.0 150.0 150.0 150.0 1252 150.0 107.3 150.0 93.9 135.1 83.4 120.1 75.1 108.1 68.3 98.3 82.8 00.1 57.8 832 2X6 150.0 150.0 150.0 1500 1500 1500 150.0 150.0 150.0 1500 1500 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 1500 160.0 1500 1500 150.0 150.0 150.0 1500 1500 150.0 150.0 1500 150.0 1500 150.0 150.0 150.0 150.0 1500 1500 150.0 1500 150.0 150.0 150.0 MULL SPAN 1X2 1X3 r1"X4-- 2X 4 2X6 74414" 28.3 81.5 1-50.0" 150.0 150.0 21.2 61.1 133.2 150.0 150.0 17.0 48.9 106.6 150.0 150.0 40.7 88.8 127.8 1500 34.9 78.1 30.8 68.8- 27.2 59.2 24.4 53.3 1085 150.0 95.8 1500 852 1500 78.7 1442 22.2 48.4 69.7 20.4 44.4 63.9 18.8 41.0 59.0 131.1 120.2 110.9 84" 56.3 122.6 150.0 150.0 422 92.0 1324 150.0 33.8 73.6 1089 1500 28.1 61.3 88.3 150.0 24.1 21.1 18.8 16.9 15.3 52.6 48.0 40.9 75.7 662 58.8 1500 140.8 1252 38.8 53.0 112.7 33.4 48.1 1024 30.7 44.1 93.9 88" 28.3 37.7 82.1 40.7 118.3 88.7 150.0 28.3 61.6 22.6 49.3 18.8 41.1 162 352 30.8 27.4 24.8 22.4 20.5 19.0 88.7 160.0 71.0 1500 59.1 143.8 50.7 123.2 44.3 107.8 39.4 95.8 35.5 32.3 29.6 27.3 88.3 78.4 71.9 68.3 108" 26.5 18.9 15.9 57.7 43.3 34.8 28.8 83.1 62.3 49.8 41.5 150.0 150.0 138.3 113.6 24.7 35.6 97.4 21.6 31.1 85.2 19.2 27.7 75.7 17.3 24.9 68.1 15.7 22.7 62.0 20.8 56.8 192 52.4 WI W2 HORIZONTAL UUWON '/ MULL SPAN z PST P mxT 2X4 2X6 18 N WI W2 HORIZONTAL UUWON '/ MULL SPAN 1X2 PRODUCT PRODUCT 2X4 TYPICAL MULLION ARRANGEMENTS ARCHES m DE INSCRIBED INSIDE RECTANGULAR SHAPE Width (w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 18 - 19.3 y 42.1 80.5 150.0 24 - - 31.5 45.4 1282 30 - - 252 38.3 100.9 36 - - 21.0 30.3 84.1 42 - - 18.0 25.9 72.1 48 120" - - 15.8 22.7 83.1 - - - 202 58.1 - - 182 50.5 e_ - - - 18.5 45.9 72 - - - 15.1 42.1 7 - � - - - - 38.8 �_ - - 31.6 45.5 1284 24 23.7 34.1 94.8 30 - 19.0 27.3 75.8 36 - - 15.8 22.7 632 - - - 19.5 542 ,4_ 48 132" - - - 17.1 47.4 64 - 152 42.1 60 - - - - 37.9 66 - - - - 345 72 - - - - 3t6 78 - - - - 292 18 - - 24.3 35.0 97.4 24 - - 18.3 20.3 73.0 30 - - - 21.0 58.4 36 - - - 17.5 48.7 42 - - - 15.0 41.7 48 144" 36.5 54 - - - - 325 89 - - - - 292 _ _ 8_ - - - - 26.6 72 - - - - 24.3 78 - - - - 22.5 18 - - - 31.0 86.1 2_ - - - 23.3 84.8 30 - - - 18.6 51.7 , 38 - - - 15.5 43.1 42 - - - - 38.9 48 160" . - - - 32.3 64 - - - - 28.7 8_ - - - - 25.8 68 - . .. - 23.5 72 - - - - 21.5 1 - - - - 19.9 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = w1 + w2 2 6 W71v. J 1 ll 2m gm o 1 C 1 0 i 1 1 1 1 1 1 001111NUi 44% Y9447 ny 4.500 2X MULLION CLIP 6083 -18 2 X 6 6.000 Ux�2 1 X 4 CUSTOM MULLON 6053 -16 Ixx: 4.709 int Sxx: 2.355 in3 (FLANGE FRAME) 1 2 4 STD. TUBE MULLION 8083 -T8 WE 4.709 in4. . Sxx: 2.355 in3 2.100 4.500 IX MULLION CLIP 6083 -T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE MOM OR COON APPROVAL FOR FASTENERS SIZES AND SPAdNC T —' 2.020 «.125 ANL NOTCH OPTIMAL Mall CLIP 8063 -T8 CLIP LENGTH MULL 1 X 2 L688' 1 X 3 2.688' I X 4 3 .688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 2 X 6 STD. TUBE MULLION 6063 ■T6 DOC19.848 in! Su: 6.549 ire 2 2 4 STD. TUBE MULLION 6063 -T8 Ixx: 7.649 ink Sxx: 3.825 ire INSTRUCTIONS: USE CHARTS ANO GRAPHS AS FOLLORs. STEP 1 DETERMINE DE696 LOAD REQUIRED FOR PARMUTAR OPENING. STEP 2 USE APPROVED 1S. GIA28t0 memos MEETING ABOVE LOAD REOUIREMEN STEP . USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL STEP 4 sPECrtv MAGIRRI mom SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT IRA.UON SIZE 5.10_59172 MGM RATNG MORE THAN 0051911 LOAD SPECIFIED 04 STEP I ABNIE. USING ANCHOR TYPES ON SHEET 8 T1881 9 AND ANCHOR CHARTS .S.TLF.E_B ON SHEET 9. SELECT ANC9404 TYPE VIM DESIGN RATING MORE THAN THE DESGN LOADS SPECIFIED W STEP / ABOVE. 1 X 3 CUSTOM MULLION 6063 -T8 Ixx: 2.168 in Sxx: 1.445 ins (RANGE FRAME) .195 123 STD. TUBE MULLION 608.1 -18 Ixx: 2.168 in Sxx: 1.445 In 5000 . -I.00o r-•Lt88 -.. X 3 CUSTOM MULLION 8083 -1e Ixx: 2.218 in4 Sxx: 1.479 in3 (FIR FRAME) 1991181ICEREVVEZ8 es a949$94 Rabat PRAM entneCedg Aeseparnoa tae ■ Q1 NY of _._.._:_. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MUUON ARRANGEMENTS OR STACK CONFIGURATIONS. U3 te 5�t 1 f 1 1 1 1 1 0 F 1 1 t 1 11 1 1 1 STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULUON Width(w) MULL SPAN 1 X 3 1 X 4 2X4 2X8 Width (wk MULL SPAN 1X3 1X4 2X4 2X6 Width(w) MULL SPAN 1X3 1X4 2X4 2X6 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 118.6 150.0 30 150.0 150.0 150.0 150.0 30 111.8 150.0 150.0 150.0 30 28.4 57.4 93.2 150.0 38 150.0 150.0 150.0 150.0 38 93.0 150.0 160.0 _ 150.0 38 22.0 47.8 77.7 160.0 42 150.0 150.0 160.0 150.0 42 79.7 150.0 150.0 160.0 42 18.9 41.0 66.6 150.0 48 38 -3/8" 150.0 150.0 150.0 150.0 48 74 -1/4" 69.7 150.0 150.0 150.0 48 120" 18.5 35.9 58.3 149.7 54 150.0 150.0 150.0 150.0 54 82.0 134.6 150.0 160.0 54 - 31.9 51.8 133.1 150.0 150.0 150.0 150.0 80 55.8 121.2 150.0 150.0 60 - 28.7 48.8 119.8 88 150.0 150.0 150.0 150.0 BB 50.7 110.1 150.0 150.0 88 - 28.1 42.4 108.9 72 150.0 150.0 150.0 150.0 72 48.6 101.0 150.0 160.0 72 - 23.9 38.9 99.5, 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 160.0 - 22.1 35.9 92.1`, 18 508/8" 150.0 150.0 150.0 150.0 18 84" 128.4 150.0 150.0 180.0 18 132" 33.1 71.9 118.8 150.0 24 150.0 150.0 150.0 150.0 24 98.3 150.0 150.0 150.0 24 24.8 53.9 87.8 150.0 30 1 50.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 38 150.0 150.0 150.0 150.0 36 842 139.5 150.0 150.0 36 18.5 35.9 58.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 48 150.0 150.0 150.0 150.0 48 48.2 104.8 150.0 150.0 48 - 27.0 43.8 112.5 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 64 - 24.0 38.9 100.0 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.8 150.0 60 - 21.8 35.0 90.0 68 147.7 150.0 150.0 150.0 68 35.0 76.1 123.8 150.0 68 - 19.8 31.8 81.8 ___P___:. 135.3 150.0 160.0 150.0 72 32.1 69.7 113.3 150.0 72 - 18.0 29.2 75.0 78 124.9 , 150.0 _ 150.0 _ 150.0 78 29.8 84.4 104.6 150.0 78 - 18.6 28.9 89.2 18 57" 150.0 150.0 150.0 150.0 18 98" 88.0 150.0 160.0 150.0 18 144" 25.5 55.4 89.9 150.0 24 160.0 150.0 150.0 150.0 24 84.5 140.1 150.0 150.0 24 19.1 41.5 87.5 150.0 30 150.0 150.0 150.0 150.0 30 51.8 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 38 1 50.0 150.0 150.0 150.0 36 43.0 93.4 150.0 160.0 38 - 27.7 45.0 115.5 42 150.0 150.0 150.0 160.0 42 36.9 80.1 130.1 160.0 42 - 23.7 38.5 99.0 48 150.0 150.0 150.0 150.0 48 32.3 70.1 113.8 150.0 48 20.8 33.7 88.8 54 137.0 150.0 150.0 150.0 54 28.7 52.3 101.2 160.0 64 18.5 30.0 77.0 123.3 150.0 150.0 160.0 60 25.8 56.1 91.1 150.0 80 - 18.8 27.0 69.3 66 112.1 180.0 150.0 150.0 56 72 23.5 51.0 82.8 160.0 69 - 15.1 24.5 63.0 72 102.8 150.0 150.0 150.0 21.5 48.7 75.9 150.0 72 - - 22.5 57.8 18 94.8 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - - 20.8 53.3 18 150.0 160.0 150.0 150.0 18 60.4 131.2 150.0 160.0 18 22.6 49.0 79.8 150.0 24 150.0 150.0 150.0 150.0 24 30 45.3 98.4 150.0 150.0 24 18.9 38.7 59.7 160.0 30 150.0 160.0 160.0 150.0 38.3 78.7 127.9 160.0 30 - 29.4 47.7 122.8 36 150.0 150.0 150.0 160.0 36 30.2 65.6 108.8 150.0 38 24.5 39.8 102.2 42 130.6 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 - 21.0 34.1 87.6 48 63" 1 14 2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 160" 18.4 29.8 78.6 54 101.6 150.0 150.0 150.0 54 BO 20.1 43.7 71.1 160.0 54 - 18.3 28.5 88.1 60 91.3 150.0 150.0 150.0 18,1 39.4 64.0 150.0 50 - - 23.9 81.3 66 83.0 150.0 150.0 160.0 88 18.6 35.8 58.1 147.0 66 - - 21.7 y 55.7 l 72 78.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - - 19.9 51.1 78 70 702 131.4 150.0 150.0 78 - 30.3 49.2 124.4 - - 18.4 47.2 i GRAZING PRODUCT VERTICAL MULLION GRAZING PRODUCT 3 41 W2 HORIZONTAL MULLION Pr PRODUCT GtAZILW PRODUCT GLAZING PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS z E g 21 0 x A 1 t 1 1 1 1 1 1 1 1 ARCHES TO BE 4 Sca,8E0 NSW RECTANGULAR WOE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = WI 2 + W2 P5DLICa SZEVZZZ eseversitftocoebtaNnift Fa+lC.4 -:O O 1/4" MIN. DOE DIST s /16- TAPCCNS 1 -1/2- MIN. MOOD PENETRATION 2 PER CUP (1 ON EACH 81116) elkeOgeleg 1 4 1 3/4" MIN. EDGE DIST. 1 ALTERNATE ANCHOR LOCATION 2 EN MOOD BUCK 11 1 1111 11 1 1 1 1 1 1 5/I6- 166001$ I -1/2- YDI. M00 PENETRATION 1 PER ANGLE .z MIN. EDGE DIST. 2 -3/ 6" CONCRETE OR 4" OLLOW • K 15 FLOATING CUP 5/16" TOWNS 1 -,/2- ION. MOOD PENETRATION PER 2 � WOO O BUCK Ii '1 11 I II I II u 282x16' ALUM ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD I 1111 11 11 111111 ILL2.1 1 " ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 1/4" MIN. E D 5/18- TAPCONS I -1/2- MIN. 8000 PENETRATION • PER CL (2 ON EACH W8 ) 2 EN 8000 BUCK 11 11 11 11 II 11 1 1 1 1 I I 1 1 5/16' TAPCONS 1 -1/2. MIN. MOD PENETRATION 2 PER MALE 160....71,01.10X/0 FLOATING CUP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD II II 11 I 111 11 1 1 2 lu31,209,01113. 3/4 .ILL I 5/16- TAPCONS 1 -3/4- MD/. ENDOD INTO MASONRY 4 PER CLIP (2 ON 8150) �{ 1 BY woo sum ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. '1 111 111_JI 1 1 1 1 1 I 5/16- TAPCONS 1 -3/4- MN. EMBED INTO MASONRY 2 PER ANGLE 19 FLOATING 0LP 11 11 II II II 11 II II u 1 1 I 1 1 ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK rite & 2"x4" MULL MIN. EDGE DIST. 2 -3/16' CONCRETE OR 4' HOLLOW BL •• K spiv TAPGaus I -J /4- MI. EMBED 8810 MASONRY 2 PER CUP (1 ON EACH 81140) WWeWdi wogI 1BY 6000 BUCK 6- i ALTERNATE ANCHOR LOCATION 11 11 1 IL_3 11. I I I I I 5/16• TAPCONS 1 -3/4- IIN. EM800 INTO MA40 5! 1 PER ANGLE MZ 1.z�2K1 - „I X00 081 z 19 FL0AT610 CUP II" II II 'I 1 I1 1 1 1 u u I 1 1 ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1:1 tlf ix •Y 2 uXim2 : " 1 1 1 a 1 1 f 1 1 1 e 1 r1 1 1 1 40” 4, leaws4 GD 75.4 0E0 • fi ,,4 ... p.4*r, MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4 HOLLOW BL 1 K 5/16' TAPCONS 1 —3/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH MN G) 3 t 4" MIN. • t MIN. EDGE DIST. 2 -3/ 6" CONCRETE OR 4" -IOLLOW BLOCK s /16' t*PeoNs 1-3/4• MIN. EBBED GOO MASOWM PER ANGLE 5/16' TAPCONS 1 -3/4" MIN. EMBED 151O MASONRY 4 PER CUP (2 ON EACH NINO) 5/16" TAPCO88 1 -3/4' MO/. EMBED WTO MASONRY 2 PER ANGLE CONCRETE OR CEMENT BLACK CONCRETE OR CEMENT BLOCK ROOM CUP ALW2X1 " CONCRETE OR CEMENT BLOCK ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION 3 1/4" ANCHORS TYPE 'O' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 "s4" & 2"x4" MULL FLOATING CLIP CONCRETE OR CEMENT BLOCK 11 11 11 11 112 PER ANISE 5/ TAPCONS 1 -3/4 MN. EARED INTO MASONRY 1 PER ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. 5/16" TAPCONS 1 -3/4" MN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WINO CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE YETHACRYIATE LACQUER. SR$NICT REVIEW 4a_tIIMRE WOO, MOOR r4 0 iFiC�> G417 Er, Re µ2X 1 w i 1 1 i1 1 MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW BL • K 3 -3/4" MIN 5/18' TAPCONS 1 -3 /e WN. EMBED INTO *450*6Y 4 PER CUP (2 ON EACH YANG) 246 MULL CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' 5 /16. TAPCgb 1 -3/4" Mot EMBED INTO MASONRY 4 PER CLIP (2 ON EACH 6NNG) 3/4' MIN. 2X8 MULL MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2'X8" MULL SHOWN MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4" HOLLOW BO K 3 -3/4" 111 11111111 MIN 5/18' TMCONS 1 ye I N. EMBED INTO Al/SONNY 4 PER CUP (2 ON EACH WING) 248 MILL 5/18" TAPCWNS 1 -3/4" 1614. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH VANC) 1 3/4" MIN. CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688• ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS WATER -WHITE METNACRYIATE LACOUER. ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK PROTECTED 2X6" MUU. SHOWN PRO PAINT OR 1SY MOOD BUCK PRODUCT IONISED socontiortothbalioNosMo • D' yCi ?• . z 1F 7G it 1 a z 1 $ 1 2 16. 0 1 8 3 1 i 1 MIN. EDGE DIST 2-3/16 CONCRETE OR 4- HOLLOW BL K 3/16- TAPCONS 1-3/4" MK EMBED INTO 3IASOKRY 3-3/4' 4 TOTAL (2 ON EACH VAIN) MIN. 2.4 24 NA3 R.4.1„ 2,114" CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRTIATE LACQUER. MIN. EDGE DIST. 2-3/16 CONCRETE OR 4 HOLLOW BL K LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL ..1." 1 X 2 1.688' 1 X 3 2.688* 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULUONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MY BE NOTCHED AS MOM TO AMON INSTALLATION OF CUP MOLE CAULK JOINT AFTER ASSEMBLY N:CESS HOLE 04 EH SIAS 2 PER CLIP 1-I/2 O.C. MK 1495 52020 CM BE WALLED IN OTHER DIRECTION . #12 FH 2 PER cuP r O.C. Mt 1-3/4" 2- 'or (FOR 2BY 3/e x 2 x 1/r FOR A[1: TUBE CLIT TO FIT SNUG MOE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 14 TO VERIFY CAPACITY OF CONNECTION PIRTMUCT REVAMP Asemr"rIAtTAMMIN OW& ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 1 1 1 0 0 1 1 P3 1 1 1 1 1 Web MAAIOn SPan 18 24 30 38 42 48 64 60 68 72 78 18 38318 =MR TYP10 A B C D and E Ntl. VIAL Bk Bk 150 183 150 160 132 150 160 150 106 183 180 150 88 183 150 160 75 183 150 150 68 132 183 160 88 111 135 160 53 103 121 180 49 96 110 180 180 160 160 150 183 180 150 150 180 S RASE 0 Ora 150 150 150 193 150 150 150 150 150 F 130 1E0 150 SO 10 10 10 138 123 H Com 150 150 180 150 150 150 193 160 150 ML 150 150 150 160 160 183 150 145 132 Vidth M to Milan SRI 24 30 38 42 48 94 83 88 44 83 101 150 150 24 3o 38 42 48 54 60 68 72 78 18 24 50818 41 133 100 50 61 57 83 44 40 33 33 31 81 183 183 183 133 114 103 89 80 73 87 81 s3 150 150 150 150 131 115 102 92 83 78 71 140 150 160 150 150 150 150 150 138 128 115 108 160 150 113 134 1680 150 160 180 121 111 72 78 741/4 A 141 91 e6 54 45 39 34 30 27 B IA8 183 138 103 91 78 88 60 54 MOM Bk 180 150 125 104 83 78 70 83 TYP"84 D Bk and E 150 150 150 150 134 118 105 e4 Bk 180 183 150 150 150 150 139 125 SL B31RATE 0 150 150 150 160 150 132 117 105 F Cam 150 160 140 117 100 07 79 70 H taro 150 183 160 150 180 180 183 140 ML 150 150 180 138 107 93 83 78 % an Ih 18 6A4lon 24 30 38 42 48 83 60 25 23 21 49 46 42 57 61 48 183 180 150 150 160 150 183 160 160 141 150 150 10 160 147 128 114 103 83 85 79 150 150 183 150 150 160 153 150 140 123 118 150 160 180 193 160 150 150 , 150 150 150 150 150 150 193 150 150 137 18 24 30 38 42 48 in 110 100 91 84 83 80 83 72 78 84 93 80 48 40 183 121 93 83 183 138 111 82 88 78 72 150 150 160 139 114 104 se e4 58 83 86 83 81 127 117 108 68 6Q 83 72 78 120 A B C Ntl. VW. Bk 83 112 138 TYPES and BtEIRAME D E P O N I Bk Bk Can Ono Ora ML 180 180 344 180 150 150 42 34 54 87 rr 118 150 150 160 118 23 93 es 144 24 48 ea 111 ea ea 124 21 42 48 73 si el sa 19 37 43 ea es 72 us 51 17 34 sa ea 15 31 70 14 28 49 ss 72 13 28 45 eo so 150 160 180 150 150 180 124 103 ISO 150 180 150 150 150 150 150 160 180 132 110 18 24 3o 3s 34 e9 7s 119 150 w 133 180 04 42 30 27 24 80 53 48 89 81 58 104 92 83 138 123 111 77 83 118 183 83 150 137 124 83 73 ee 4a 83 80 31 44 50 78 101 93 e6 112 50 83 20 40 48 65 83 82 78 100 55 72 19 64 83 12 as 51 so 38 42 48 84 60 66 72 78 18 57 24 3o 38 42 48 54 80 68 72 T8 83 115 89 71 59 51 44 39 36 32 30 27 107 83 64 53 48 40 38 32 35 27 26 160 183 142 118 10l 89 79 71 e4 sa 83 183 183 136 107 60 80 71 64 68 53 49 150 150 180 138 118 102 81 82 74 se 83 180 150 148 123 105 92 s2 74 87 81 57 160 180 150 150 150 150 138 123 111 102 94 150 150 153 150 150 193 150 150 148 136 150 150 150 150 150 139 123 111 101 83 85 125 150 150 180 180 150 180 180 147 134 123 113 150 183 1E0 SO 130 114 101 81 83 78 70 10 183 180 137 118 103 at 82 75 6 83 150 180 150 180 150 150 150 137 125 114 106 150 180 150 150 150 150 138 124 113 103 150 150 153 150 150 1® 160 150 150 150 140 150 183 183 150 183 180 150 153 137 127 160 150 150 150 139 122 108 97 89 81 75 150 150 183 147 128 110 es es 80 73 68 18 24 30 38 42 45 84 80 68 72 78 18 95 70 141 150 150 150 180 150 150 150 78 18 132 51 131 140 38 77 ea 148 160 31 ei 141 118 150 sa 51 ss ea 117 es 131 22 44 so 101 es 112 so 19 44 as 74 ea 53 17 34 ss 78 44 ea 87 15 31 as 70 14 13 12 24 27 as 44 41 es 54 as 72 ea 61 35 105 121 160 135 150 150 145 24 42 8a 97 148 108 150 150 118 30 38 70 81 121 180 80 138 180 68 38 30 83 89 104 138 77 118 150 83 42 28 63 81 121 W 102 138 72 a 23 47 54 81 108 83 80 120 e4 84 21 42 48 73 97 54 81 109 se 18 38 44 se 49 74 es 83 24 30 38 42 45 84 s3 es 72 78 108 18 18 83 47 37 35 32 133 94 75 40 37 143 108 68 81 56 81 74 160 150 129 150 150 180 45 42 183 123 66 e8 63 150 150 145 80 83 180 150 180 48 45 150 138 100 60 68 72 78 18 144 47 38 ea 70 tos el 160 121 ILO es 28 se es 144 77 33 47 ai 83 eo 83 ao as 78 ea 18 35 61 al ea so 18 31 72 eo so 14 28 es 54 72 39 13 44 ss 33 ea 12 az ao 54 45 sg- ci) )a Le to a o ff 24 30 31 62 72 108 143 13 121 180 83 3s 27 53 83 83 123 83 1133 137 73 42 23 47 54 81 108 80 90 120 64 21 42 19 37 48 43 72 6s e8 es 80 72 17 18 14 34 31 23 39 38 33 59 54 50 78 72 85 44 40 37 W 83 88 87 83 74 67 51 47 43 40 40 64 so M 72 150 11 45 34 so loa 150 28 115 er 160 150 27 ea 124 104 74 22 78 87 115 18 44 87 as es 17 34 sa 77 15 34 41 13 27 24 31 ea se 31 37 34 21 24 a 43 40 31 CIR 10026434L MUUJON GIA201C P 1CT rea.lgt4 VERTICAL MULLION i «AZ9C 1142040 ihi OUCT PRODUCT CIR 10026434L MUUJON GIA201C P 1CT --t*, L. t.�! 12421610 PRODUCT ._-.1 , OLAZ9413 PRODUCT J o 3 3� HORIZO4rAL MULLION SPAN TYPICAL MULLION CLIP AR CEMENTS va ANCHOR CLIP NOTES; 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6. 7. 8. & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. raw= ermse I ill M ! ei E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 372 -6339 www.mlamidade.aov/buildlnatode a do I y, terns, L ,C. X145 W 18 Street 7 [Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. L DESCRIPTION: ECO -Guard s-300 AIumbMm Fixed Window -_�MJ. APPROVAL DOCUMENT: Drawing No. W09 -20, titled "ECO-Guard Series -300 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision date of 05/18/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade � -County _Product Control Division. `AIISSII,E IMPACT RATING: Large and Small Missile mpat Istant7 LABELING: Each unit shall bear a permanent label with the man actre name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. 9$ Zpiration Date: June 17, 20 4 Approval Date: June 17, 2009 iPagel . FCO Window 4vsteans. LLC., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "ECO -Guard Series -300 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision date of 05/18/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, 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 Along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard Series 300 aluminum Double Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No HETI- 08- 2192A, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. 2. 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 installation diagram of a 971/4" wide x 96 1 /8" high Eco-Guard Series 300 Aluminum Double Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 Along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard Series 300 Aluminum Circular Arch Top Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard Series 300 Aluminum Circular Arch Top Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. 5. 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 installation diagram of a 47 5/8" wide x 96" high Eco -Guard Series 300 Aluminum Triangular Top Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2194, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 Jaime D. Gascon, PEE. Product Control Examiner NOA No. 09- 0413.08 Expiration Date: June 17, 2014 Approval Date: June 17, 2009 $CO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Cont.) 6. 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 Along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard Series 300 Aluminum Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, prepared by Al- Farooq Corporation, dated 03/14/09, signed and sealed by Humayoun Farooq, P.E., and letter prepared by Al- Farooq Corporation, dated 05/20/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al- Farooq Corporation, dated March 14, 2009, signed and sealed by Humayoun Farooq, P.E., and letter prepared by Al- Farooq Corporation, dated May 20, 2009, signed and sealed by Arshad Viqar, P.E. 2. No financial interest letter, prepared by AI- Farooq Corporation, dated March 14, 2009, signed and sealed by Humayoun Farooq, P.E., and letter prepared by Al- Farooq Corporation, dated May 20, 2009, signed and sealed by Arshad Viqar, P.E. E -2 Jaime D. Gascon, P. Product Control Examiner NOA No. 09- 0413.08 Expiration Date: June 17, 2014 Approval Date: June 17, 2009 1.808 1.813 7— fTT I "T7 T'1 .875 2.750- Q FRAME HEAD /SILL/JAMB .750 .813 803 .050 Q GLAZING BEAD 1.070 .375 .050 O3 ANCHOR COVER Q FLUSH FRAME ADAPTER ECO -GUARD SERIES -300 ALUMINUM IXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FDt. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL SE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF ,2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MORONS (SIATFANB OPT APPLIED) WINDOW WIDTH 0.4 OPG. M 8' MAX. CORNERS I I 12• MAX. HEW /SILL TYPICAL ELEVATION . GLASS D.LO. DIMS. D.L.O. HEIGHT - WINDOW HEIGHT - 3.629` 0.L.0. WIDTH - WINDOW WIDTH - 3.625' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eny: ANSHAO NON M PE CAIRO GAM. Saw MAY 2 1 2009 6 I drawing no. W09 -20 sheet 1 oR 5 3/18" ANN. GLASS .090" INTERLAYER BUTACRE INS BY 'Meow' 3/16" ANN. CLASS SIICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'C' 18 X 1 -1/4" SMS AT 3-1j2" FROM ENDS AND 10 0.C. MAX. • -3/16" HEAT STREN'O. GLASS .090" WTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 3/16" HEAT STREAM. CLASS SILICONE DOW CORNING GE SCS 2000 899 ,0 I' IMO 11S1 .1 1,1 YA x 1 -1/4" SMS AT 3 -1/2" FROM ENDS AND 10" O.C. MAX. GLAZING OPTIONS WINDOW WIDTH, L WINDOW worn 1 1 1 GLASS TYPE 'A' WINDOW WIDTH WINDOW WIDTH GOOGLY WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. WINDOW DIMS. WIDTH (W) 24' ( 30" 36" X42' 48" 54" 60' 6e" n" 124' 30" 38" 42" 48" 54" 60" 68' 72' 24" 30" 38" 46" 54' 60' 66' 72' DESIGN WAD CAPACITY - PEP LENGTH (1.) GLASS TYPE 'C' EXT.( +) 750 INT.( -) 80.0 GLASS TYPE EKT.( +) 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 750 - -00.05 80.0 80.0 80.0 75.0 75.0 75.0 80.0 80.0 80.0 80.0 90.0 900 90.0 90.0 75.0 75.0 80.0 80.0 80.0 8.0 90.0 90.0 48" 75.0 80.0 80.0 90.0 75.0 80.0 800 90.0 75.0 75.0 80.0 80.0 80.0 80.0 90.0 900 75.0 80.0 00.0 90.0 75.0 75.0 80.0 80.0 80.0 90.0 90.0 75.0 80.0 75.0 754 76.6 80.0 000 80.0 80.0 90.0 900 900 75.0 80.0 80.0 75.0 80.0 80.0 90.0 73:0 8v.0 80.0 90.0 75.0 800 80.0 90.0 86.8 71.3 80.0 90.0 60.2 84.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 84.2 800 90.0 24" 30" 36" 42' 46" 54' 80' , 72- 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 900 750 80.0 80.0 904 75.0 76.6 80.0 90.0 66.8 71.3 80.0 90.0 80.2 84.2 80.0 90.0 24" 30' 36" 42" 48" 54' 84" 75.0 80.0 ,., 80.0 75.0 80.0 80.0 900 750 80.0 80.0 90.0 70.0 85.6 70.0 80.0 65.6 80.0 90.0 90.0 84.3 .84.3 80.0 90.0 24" 30" 38" 42" 48' 98' 80.0 80.0 90.0 '75.0 80.0 80.0 90.0 750 76.2 80.0 900 64.6 84.6 80.0 90.0 59.9 59.9 80.0 90.0 24' 30" 38" 42" 108" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 74.5 74.5 80.0 90.0 90.0 61.5 61.5 80.0 900 24" 30' 38" 120" 750 80.0 80.0 90.0 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 WINDOW DINS. MTH (W) 26 -1/2" 37" 53 -1 /6" 74" 28 -1/2" 37" 53 -1 /a" 74" 26 -1/2" 37" 53 -1/8" 74" 26 -1/2" Sr 53 -1/8" 28 -1/2' 37" 53 -1/8' DESIGN LOAD CAPACITY - PSI' LENGTH (L) 28" 38 -3/8" 50 -5/8" 63" 78" GLASS TYPE 'C' EKT.( +) 75.0 750 754 1M.( -) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.3 71.3 78.0 75.0 87.9 75.0 75.0 67.9 00.0 800 80.0 800 60.0 80.0 60.0 GLASS TYPE '0' EKT.( +) 80.0 80.0 80.0 1NT.( -) 80.0 60.0 80.0 80.0 80.0 80.0 80.0 78.0 73.1 80.0 80.0 72.5 80.0 69.9 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 800 80.0 80.0 W LDUE; WIDTH AND LENGTH OOIENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 900 90.0 90.0 900 90.0 90.0 90.0 90.0 90.0 90.0 90.0 900 90.0 90.0 90.0 90.0 90.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASE() ON ASTM E1300 -02/04 (3 SEC. GUSTS) . MOND orig. V10AF FLCA*& 3536 63 MAY.21 2009 =s o oc wL016ro 4,i1 7.9 , Mind (sheet 2of -5 ) 1I II It II II Ii �I �I U h 11 II II II II u II II I I II II II WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE EtEV. FOR swarm 1/4" 01k TAPCON BY Ire (Fu.i2o K51. 61.92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MN. EMBED INTO CONC. OR MASONRY 1/4' CtIA. TEKS OR SELF DRILLING SCREW$ (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLNC SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MN. THK. m .0901 (NO SHIM SPACE) riere6LIMUZ5181ZI INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = I' MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE re • 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK rm to 1500 PSI MKV. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. &on won FHA's MAY 2 ] Mg Approved asopmply5tyvdQt the Florida : , : Cede Date a NOM Miami a drawing no. W09 -20 sheet 3 of 5 ITEM g PART I REID. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARES 1 FY301 2 FRAME HEAD /SILL/IAMB 6063 -T8 - 2 FY302 AS RECD. GLAZING BEM- 7/16- GLASS 6083 -TO - 3 FY303 AS RECD. ANCHOR COVER 6003 -T8 - 4 E203 AS RECO. GLAZING BEAD 8U1.8 NEOPRENE ULTRAFAB 5 F18 -S0 1 GLASS SPACER - 1 /8• HIGH SILICONE FRANK LONE 6 It0 • 1- 8 FRAME ASSEMBLY SCREWS CRS PH SAS 7 FYI20 - FLUSH FRAME ADAPTER 6083 -T8 OPTIONAL MAAW -DARE COUNTY AAPPPROOVVED 1/8' THE. ALUM STRAP db O %TELOEO JOMIS TYPICAL ANCHORS SEE ELEV. FOR SPAaNO RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS .0.111110 3_1112A118 6 TYPICAL ANCHORS SEE EIEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4. MAX. SHIM I/4• MAX. TYPICAL ANCHORS SEE SPACING METAL STRUCTURE TYPICAL ANDR AS SEE ELEV. FOR SPACING • ii 6 TINY • WOOD BUCKS • o I I a, (sheet 4 of 5 ) NWa -DARE COUNTY APPROVED UUA N & &UWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DTsi[AILS WITH FLUSH FRAME ADAPTER NPR FL4 PE '83E t19e3 . I L MAY 2.1 2009 Apposed as wmplylegwith the Code Cato t g 8 E•J 6 k I drawing no. W09 -20 sheet 501 JOB NAME : RESIDENCE 70 NE 92ND ST MIAMI SHORES , FL LEFT EXISTING COLUMN (BY OTHERS) BEDROOM NOT PART OF THIS PERMIT (EGRESS) EXISTING COL (BY OTHERS) BEDROOM BATH CL BATH FAMILY ROOM LIVING KITCHEN NOT PART OF THIS PERMIT DINING BEDROOM (EGRESS) NOT PART OF THIS PERMIT FRONT UTILITY GARAGE NOTE: MEAN ROOF HEIGHT : 14' -6" ROOF TYPE : 5 : 12 GROUND FLOOR NOT PART OF THIS PERMIT 'Cr) RIGHT REVISION: l DATE: 03/25/11 SCALE: 3/16" = BY: M.RZ. JOB #: 03 -2011 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR FRONT ELEVATION "A" 74" X 38- 3 /8 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 5: +54.7 - 73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. NOT PART OF THIS PERMIT. / NOT PART OF THIS PERMIT "B" 84" X 62- 1/2 "(XOX)(1/3- 1/3 -1/3- CONFIGURATION) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. REVISION: 2 0 DATE: 03/25/11 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 03 -2011 2 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR EXISTING COLUMN (BY OTHERS) RIGHT ELEVATION "C" 30" X 56 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTAC1'11. PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. NOT PART OF THIS PERMIT 6-6" "D" 20" X 39 -1/2" "ECO GUARD - SERIES 100" ALUMINUM SINGLE HUNG WINDOW- L.M.I. N.OA.: 09- 0224.07 ZONE 4: + 54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 DUPONT BUTACITE PVB INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS "E" 37" X 51 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. REVISION: i DATE: 03/25/11 SCALE: 3/16" =1' DWG. BY: M.RZ. JOB #: 03 -2011 3 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 1" X 4" X 1/8" X 37 " ALUMINUM TUBE MULLIONS BY LAWSON(NO R/F) 2' -l0" (EGRESS) (EGRESS) REAR ELEVATION "F' 53" X 50- 5/8 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 5: +54.7 - 73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. "G" 58" X 39 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09 -0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. "I" 111" X 38 "(XOX)(1/3- 1/3 -1/3- CONFIGURATION) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 5: +54.7 - 73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. EXISTING COLUMN (BY OTHERS) "H" M.O. 185" X 68" (2) 37" X 56 "(X)(TOP- LATERALS) OUTSWING ALUMINUM CASEMENT WINDOW- L.M.I. N.OA. : 08- 0604.01 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .060" GLASSLAM SAFETY -PLUS INTERLAYER/ .010" PET FILM / .060" GLASSLAM SAFETY -PLUS INTERLAYER INTERIOR LITE: 1/8" H.S. GLASS (2) 37"X 12 "(FIXED)(LATERALS- BOTTOM) "ECO- GUARD- SERIES 300" ALUMINUM FIXED WINDOW -LMI N.OA.: 09- 0413.08 ZONE 5: +54.7 - 73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS (3) 37 "X 56 "(FIXED)(CENTER TOP) "ECO- GUARD- SERIES 300" ALUMINUM FIXED WINDOW -LMI N.OA.: 09- 0413.08 ZONE 5: +54.7 - 73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS (3) 37 "X 12 "(FIXEDXCENTER- BOTTOM) "ECO- GUARD- SERIES 300" ALUMINUM FIXED WINDOW -LMI N.OA.: 09- 0413.08 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" ALUMINUM TUBE MULLIONS BY LAWSON.(NO R/F) N.O.A.: 10- 0610.02. REFER TO ELEVATION FOR LENGTHS & PLACEMENTS OF THE MULLIONS. % REVISION: 1 DATE: 03/25/11 SCALE: 3/16" =1' DWG. BY: M.RZ. JOB #: 03 -2011 4 of 5 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMINCG,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR I" X4" X 1/8" X 38-1/2 " ALUMINUM TUBE MULLION BY LAWSON(NO R/F) LEFT ELEVATION "E" 37" X 51"(0X) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.O.A.: 09- 0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. "J" 37" X 50- 5 /8 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. "K" 38" X 50- 5/8 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09- 0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. "L" M.O. 38-1/2"X 68" (1) 38 -1/2" X 56" (FIXED-TOP) "ECO- GUARD- SERIES 300" ALUMINUM FIXED WINDOW -LMI N.OA.: 09- 0413.08 ZONE 5: +54.7 - 732 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS (1) 38 -1 /2 "X 12 "(FIXED)(BOTTOM) "ECO- GUARD- SERIES 300" ALUMINUM FIXED WINDOW -LMI N.OA. : 09- 0413.08 ZONE 5: +54.7 - 732 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 4" X 1/8" X 38 -1/2" ALUMINUM TUBE MULLION BY LAWSON. (NO R/F) N.O.A.: 10- 0610.02. "M" 37 -1/2" X 38 "(OX) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA.: 09 -0312.08 ZONE 4: +54.7 - 59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE: 1/8" H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. REVISION: U Et 9 ON En U O a ( DATE: 03/25/11 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 03 -2011 5 of 5 J