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RC-11-1924Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165634 Permit Number: RC -10 -11 -1924 Scheduled Inspection Date: November 15, 2011 Inspector: Rodriguez, Jorge Owner: JACKSON, LEROY Job Address: 755 NE 91 Street 3 -F Miami Shores, FL Project: <NONE> Contractor: QUINTERO GENERAL CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060440300 Phone: (786)487 -5738 Building Department Comments NEW WALL AND DOOR INSTALLATION Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 14, 2011 For Inspections please call: (305)762 -4949 Page 12 of 34 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT.,TtviEziplEtST lksinTION , • • *•• • . PERMIT NOY-- , , v -1-1-:1 -TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 1111111 1111111111 11111 11111 11111 11111 11111111 CFN 201 1 R 733 255 OR Bk 27877 Pfi• 3388; (1pa) RECORDED IlY31/2011 10:40:43 HARVEY ROVII4v-CLERK OF COURT WWII-DADE COUNTY, FLORIDA `14 1-AST PAGE . ' THE UNDERSMEID 1191eivAixes Ntica thAtirrillrVeinPilts will be made to certain real- property, and in accordance with Chapter 713, Florida Statutes, the folloWing infomiation- ' is provided in this Notice of Commencement. • Legal descriptpn of property and 4.ptv s , ak —61.ornini crw•-m °it . 8 17-' flh4MUZL N • 34il• . • • „. • • • - • --•,• ft. Description of Improvement: -t-r% 544 Lk wail t4ckor A 4..fle":416.9s •tkr4 P*ner(s) name and address: .1.21;nsms+1LsMxcks,c0„slrattePn t • • ss Interest propOr „ .Loo7 • - • . Name. and address of fee simple titleholder . #.ContraCtsio name, address and Phone nurriber: nAiLder 4h.i:trvkiertzi- Si • ht.o tt? Wc(1.4.-41..1 tc, .., • . . . . • . • 5 Surety a• i dent b.i nd *. ink ed by owner frOn *tractor, if any), Nan:* address and phone number Arndt-int di &rid t- • . • - 6.Lidenthteaiidadareth: " 7. Peridne*hihih-e'BW:or O*n�r upon whom notices or other documents may be served asrproyided by :SectfOritit.;*3(1)(1)71(iittaib*• '," " " Marne; addthathd -Phone nUmber Space above resery dfor ase veceidfrii °Mal In additidnto hlintelf; Owners de.ikkiatea thrik-folloWit16 person(s) to recelVe a col* of the Lienoea Notice as provided in Eadtion 713.13(1)(b)j-PtOddattatvies:- ' • • • • . -Name; -address' and phone •riaitibetts: . • I. • • 9: Expiration date of this Notice of Commencement: me-expirotii date Is 1 year from date of recording unless a Ogre/A:. date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE tiWNER-AOTtlT1-10 EXPIRATION,01i-W„. 140;rigg00,414MM, cr-m,M4PuptsApIDERtD IMPROPER PAYMENTS UNDER CHAPTER. 713, PART I, SECTIQN.z13.13:FibRIDAtTAns,'.'•AND AN RE YOUR PAYING TWICE FOR NpittovenietoTOsyouR pRbpgpry, COMMENCEMENT litl*tIOVIIECOADE6 -AND-*OSTEDfONI.TPJOB,SritlIEFORE-THE FIRST iNitlit-dribt■OP ,•ibt1infitabi.fti OBTAIN Fliwicwp, CONSULT WITH YOUR OR AtstscriTMNY,p400R-00,01 ivti401Rq-WORi< ... . ... ... ,.. .... ., , . . . . . ... . . .. ..p..9.0$.04-',WOrMitOrpr/Partner./Mailapar rep '' . .._ ...._,....trALzr. ,.. _ . ..„.„.........:.A...,_....„, Preper_ariEy•tc..*:•44.,:i...ii '',i'.,..'.. ..,.,1.;i ',','..,-,,I,:::1,...,•••,;.:.;.,:;.•,;.•,... •,,i':,..T.,..::',.:;:-.'•;.:;........3‘.:•+`.. . , Print Name .- - i ,.. 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'•••:' ..*:?'":,.. i'..4•••r•- 7,:i'- .i.:' .....;-.:i(SEAL) • .. .;--,-.,'..' l'',' - . --..:,.: • .; • -......-i.-- ---40 : ef;,,!- , ...(itgf; : /*-.V.i.. k-- --. ...-. . .....,: . - -. . • — l''"•:• ,OP - 4,2h. 4 ....4( -'•-:' • • • •'• • ••• ••• • • • •-•••' ''.••''''••1..-••••‘:• - - • - - .; - ••••- ••-•;.•4:_.• --• --• ,,' -; ..•• • ,...-.,...i'..:. ..,.). ..:. • F".• °,......Z. 4-..' .. ,..-9, 15 ..;),,,,z-4- • - . - .,..... - - ..; .. • ...., .,, "•-•AfEctwhicAtioN:OuRSUANt• reitteribi■rortit-•Otottiba- SATE "- • -, ' — •*, - •a ..<0, - • '...cd t--• • • • - - •-• - --- — . ...7: 7...:,-, ..----. :- . - • • -- - • --• - --..,...-.--44isid•,:„.'..": "etiSeilaiti40-01,7)*I'LkiedfaidAhlifrtiatie,WifieGfili— ' - • „.that the factestated" in It are trbk to the best of- rhy kno*Iedge and Pel • ;. eie • Sighattrie(afni'TOWnell4or OffibarprectOr • traryylaria9ar wilp„a1900 0.• ... • ;:: • .„ • . By STATE oF,FLORID,.9.1,cQUNTY. OFIDADS. - HE RTIFV that this IS a tru copy of the or! n this o ice on day 01 — A 20 /7 er'r SS hand and Qfticial Seal. 44W, ofCi Lilt and County Courts D.C. iARVE BV Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 OCT 1 9 2011 __ 9,oae�e°eoem_ee Permit No. )4C-'1 I-- l2ar Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Phone #: S'C 2-" 1i 4 ^ Co 12.E Address: SS flE 9 t S1 (-Le 6-1-- -5F- City: fn id} m i 5 gosLE5 State: b L^ Zip: 33 15/S Tenant/Lessee Name: Phone#: Email: A A t- 5 %S 4AOL o Corrl JOB ADDRESS: 5 tv't e A S A" PS LW 6 City: Miami Shores County: Miami Dade Zip: 13.8 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Q15%—Z � E � 1 ' Phone #: y$9 . 3 ? Address: 970 0 / A- l City: Qualifier Name: 1 State: Phone #: Zip: 37 0(1 State Certification goor •R�egisttraation #: �1 p /5t salt? Certificate of Compete y #: Contact Phone #: / r 6 7 4'4 54 0 Email Address: �-t7 ,J /4A•4.," `i o • (j 4 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ % C° Square/Linear Footage of Work: Type of Work: OAddition ❑Alteratio ❑Ne ❑Re air/Re lace Description of Work: 'r %�� ✓ [,Fi' p A- a 7)0®, .- °�, �t. ODemolition * * * * * * ** :* rx***** **** *** * **** * * ** Fees* * * ** * *** * * * * * ** ***** * * * **** **** * * * * * * * * *** Submittal Fee $ Permit Fee $ /JQ ov Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ° State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat Signature caner o7J,ent `' Contractor The foregoing instrument was acknowledged before me this 13 The f �•n ins ent w sac led edbefo e me IOC day of S-0 � , 20 1 it, by ir , day oo� .i1U�� 1 , 20 , bey' Iiti/I 1 V/t � who is personally known to me or who has producece -AU C ho is ersonally knovatto me or who has produced 1 19 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY 011111i II IN/ 03I( f2Q12 Sign: entification and who did take an oath. TABY PUBLIC : = Print: Commission 1 cPJ •. D.D165901.••.Q' of�\,,`' F My Commission ** ** *** ** * *** ** ** * * ** 6/6 ( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) ?fie Snores Plaza East Condominium .?association, Inc. 745 North East 91'' Street Miami Shores, FL 33138 305 - 759 -9069 / FAX 305- 759 -2101 E-MAIL spe123 @att.net Miami Shores Village 10050 NE 2 °d Avenue Miami Shores, FL 33138 Re: Construction of wall and install new door as per code To: Whom It May Concern 7.77 OCT C 2011 M\<., 3Y: Oct 19, 2011 This is to confirm that the Board of Directors is aware that Leroy Jackson and Ted Montue owners of unit located at 755 NE 91' Street, #3F, Miami Shores, FL 33138 has employed a general contractor and an electrician and will submit your required paperwork for a permit. . We support and are aware that the remodeling of the encroached area of his kitchen that effects the common elements of the association. It will be restored to the original layout. Should you have any questions please do not hesitate to contact the office by the above information. Sincerely, Rob rt Gonzalez President cc: Board of Directors 11-/V Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 \ l —Ig2`1 Inspection Number: INSP - 165895 Scheduled Inspection Date: November 07, 2011 Inspector: Devaney, Michael Owner: JACKSON, LEROY Job Address: 755 NE 91 Street 3 -F Miami Shores, FL Project: <NONE> Contractor: VERES ELECTRIC INC Permit Number: EL -10 -11 -1984 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060440300 Phone: 786- 229 -8294 Building Department Comments REMOVE LIGHT AND OUTLET CLOSED Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments /t.‘Y;i/ November 04, 2011 For Inspections please call: (305)762 -4949 Page 24 of 42 02'12/2010 12:45 3052428746 ALSINAA PAGE 01/01 PSM calf iMM/oD/YYYYI c » �1► g OF LIABILITY INSURANCE R054 xa -17 -2011 �► C�RTIFICT _ S THIS CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS ALT R THE UPON THE AFFORDED BYE HOLD OLIT THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CoN1RACT BCTWEEN THE iSSLIING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTAN 1: I1 the certificate holder is an ADOITiONALINSURED, the pollay(ies) must be endorsed. If SUBROGATIONIS WAIVED, subject to the terms and conditions of the policy, certain policies msy require en endorsement. A statement on thio certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). c--- o ,scT pR00(/GER PAYCF3EX INSURANCE AGENCY INC PHONE NAME: lgc.,N• I (9O$) 443 -6112 210705 P: () - Ft(888)443-6112 A N o E +: -EMAIL PO BOX 3 3 015 ADORES& PRODUCER SAN ANTONIO TX 78265 caummR4: NAIL # INSURERI51 AFFORDING COVERAGE INSURER A : Twin. City Fig Co - INSENWP VERES ELECTRIC INC 10000 SW 85TH ST MIAMI FL 33173 INSURER B INSURER C : INEURGR n INSURER E : INSURER F 1 REVISION NUMBER: COVERAGES CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF OF LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED RV THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SSA POLICY B 14 DDDY/YYY17 LTR TYPE OF 1NSU11'ANCE I_R yyVO POLICY NUASEER /MM/D'D/YYY17 GENERAL LIABINTf COMMERCIAL GENERAL LIABILITY 1 uuams -mA10e n Cccu. GENII AGGR1' LIMIT A PER: ..._,r-_J poLicY PRO. LOC AirrOMOBli1 LIABRITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS A UMBRELLA L/AB EXCFAR IIAB OCCUR CLAIMS MADE DEDUCTIBLE RETENTION 8 WORIrtK$ GOMPEN5PrfoN AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR /PAFTNER/EXECUTIVEF---I OFFICER/MEMBEREXCLUDED? �J IMwndatary Itt NHJ If yes, describe under DESCRIPTION OF OPERATIONS Wow N/A 76 WEG LR4164 09/29/2011 09/29/2012 DE$GR1PTION OP OPERATION$ / LOCAf7QQN$ / VEMCLES (Attach ACORD 701, Add111Dme ROMMRE arCnndUMI tr 0.," Those usual to the Ineuredrs Operations. LIMITS Enr.H OCCURRENCE a u PV EMISE5 (Ea occurrence) MED MCP (ArLy one perm) 8 . PERSONAL & APv INJURY e GENERAL AGGREGATE 1 PRODUCTS • COMP/OF AGG 0 e COMBINED SINGLE LIMIT accident) 9 _(Es BODILY INJURY (Per Wean) S BODILY INJURY (Per accident) 0 PROPERTY DAMAGE Per accident) p - S 1 - EACH OCCURRENCE 8 AGGREGATE 9 8 j� X I TORYsTATII- 1 DER ' E.L. EACH ACCIDENT S 1, 0 0 0, 0 0 0 E.L. DISEASE - EA EMPLOYEE, 8 1,000,000 $ 11000,000 E.L. DISEASE - POLICY LIMIT CERrT+Fl APF.?HOtDER•. II I •'°S B13XLDING DEPT. 10OSO 1E 2nd Ave. MIAMI SHORES, FL 33138 ACORD 25 (2009/09) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AU7V0lD REPRESENTATIVE `74 c ./.G. .' 1988 -2009 ACORD CORPORATION. All rights reserve The ACORD name and logo ere registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. e - l ^' V Master Permit No. V "�( 1 0 9 Permit Type: Electrical p OWNER: Name (Fee Simple Titleholder): O � �Li kCScn 1C L$e1 M Phone #: 5 L2- -q (.0'.4-(41771- Address: 1 GS E. °1 t 3V-1 City: r 1 A rvtl S 4 oQ..eS State: .F 1 • Zip: 3313 Tenant/Lessee Name: Phone #: Email: ZAcic—AL S %G A Old Q erVy , JOB ADDRESS: 1 S 4S °v■ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: /000 0 J City: Qualifier Name: State: CA.A9A, 1c5 S NO Flood Zone: C '� t L 1 r\C.— Phone#: \7 O ()0 / . Zip: Phone#: State Certification or Registration #: ,010(5 /77-2 3 ® Certificate of Competency #: peffo 0)/8-7:19. v Email Address: DESIGNER: Architect/Engineer: Phone #: 50 , �'° 14( Value of Work for this Permit: $ X , -- quaff linear Footage of Work: DNew''> , 9 pair/Replace ODemolition ,%let'` .%PA Contact Phone #: Type of Work: Address Description of Work: DAlteration Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ **** ***x: *********** ** *** *Fees+x+xx:******* ***** * * ** * * * * * ** ** * * ** *** ** Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ L`'C' 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTLRRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatui er or gent The for oi i trume was ac . owledged b ore this day of 0 11_, by Alt who is personally known to me or who ha. produce VjI.il_ As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of who 20 (1, by me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Sign: Print: My Commission Exp 6).:11'e OF 0 * My COMMISSION # DQ 9 EXPIRES: November 9, 2013 Bonded ThtuBud;etNattily Sykes yx* **+x**x: ******************* ******** ****** **m **: xm************ *** * **** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of: Series SWIG -101 Outswing Aluminum French Door- Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0417.04 EXPIRES: 11/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/06/2001 11s04500011pc2000 \ \templateslnotIce acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECrioN (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 ncisco J. Quintana, R.A. 'rector Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Vinyl Tech /Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 11.11 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SWD - 101 Outswing Aluminum French Doors Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LIBELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.11 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. le-A141 1 •G14ue14 Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 Vinyl Tech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the inanufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. I , 1 . L.(A(4.1G Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 Vin y1 Tcech/Progressive Glass Technology. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06.2001 EXPIRES : November 22. 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED (For Filling Purpose only. Not part of NOA) A. DRAWINGS (transferred from file #99 - 0128.01) 1. Manufacturer's die drawings and sections. 2. Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and sealed by Robert L. Clark, P.E. (Note: The latest revisions consist of addition of 2 -point lock hardware only) i8 TESTS (transferred from file #99 - 0128.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1973, dated March 19, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2241, dated January 14, 1999, signed and sealed by Gilbert Diamond, P.E 3. Additional test report on (submitted for hardware revision qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 15 I . c_. 4d. Ishaq I.Chanda, P.E. Product Control Examiner Product Control Division E -1 Vin v1 T'ech/Proaressive Glass Technolo y. ACCEPTANCE No.: 01- 0417.04 APPROVED : September 06, 2001 EXPIRES : November 22, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Filing purpose only. Not part of NOA) C. CALCULATIONS (transferred from file #99 - 0128.01) 1. Anchor Calculations, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E. I. DuPont DeNemours. for "Butacite PVB ", dated 02/15/2001, expiring on 12/11/2005 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex /Keepsafe Maximum ", expiring on 05/21/06 3. Notice of Acceptance No. 98- 0728.05 issued to Solutia, Inc. for "Saflex IIIG PVB PolyVinyl Butryal interlaye ? ", dated 08/27/98, expiring on 05/21/01. (transferred from file #99 - 0128.01) 4. Notice of Acceptance No. 96- 0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saflex PVB Iinterlayer", dated 01/09/97, expiring on 01/09/00. (transferred from file#99- 0128.01) E. STATEMENTS (transferred from file #99 - 0128.01) 1. Statement letter of conformance and "No financial interest ", dated April 20, 1998, signed by Robert L. Clark, P.E. 2. Letter of compliance, dated March 23, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Letter of compliance, dated January 15, 1999, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 4. Meeting Summary dated January 26, 1999, issued by BBCO. 5. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. IF. *T R (transferred from file #99 -0128. J1) 1. This revises and renews the Notice of Acceptance No. 99- 0128.01, which expires on November 22, 2001. 2. Manufacture's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999. 3. Notice of Proposed Action Product Removal, dated December 28, 1998, issued to Vinyl Tech / Progressive Glass Technology intending to remove NOA No. 98- 0506.02 for their Series SWD -101 Outswing Aluminum French Door, approved on 10/22/98 and expiring on 10/22/01. This document was canceled on 01/21/99. 4. Glazing complies w/ ASTM E- 1300 -98. E -2 Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 95.750 7 1/2 X 37.500 7 1/2 7 1/2" 7 1/2" 5 1/2" Lr J MAX. ON CENTER TYP. HEAD & SILL 13.5" TYP. MAX. 5 1/2 SEALANT ON FRAME CORNERS & PANEL CORNERS 95.750 i 2 POINT / LOCK OPT10N I 7 1/2 —� 13 '{ MAX. ON CENTER 1W. HEAD & SILL XX 71.750 1 Robert L Clark, P.E. P$ #34712 Structural RevbIts= D) added 20. lock info 71/2 ° — � 7 1/2 13 13.5 TYP. MAX. 5 1/2 SEALANT ON FRAME CORNERS & PANEL CORNERS LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401 /.464 LAMINATED W/INTERLATER (MONSANTO OR DUPONT) 2.) CONFlGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. —75 P.S.F. 3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX. 7 1/2 FROM CORNERS (HEAD & SILL) MAX. 5 1/2 FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT FTL -2241 7.) FOR LOCKING ASSEMBLY OP710N — SEE SHEET 3 OF 4 ictrontu rna s � �a Daum, • se, ee/kodeh SWD -101 1070 Technology Dr. Nokomis, R. 34275 PRODUCT.RENEWED ACCErriaa ek ol Oyt-T_o vorta1SOY•D ATg fstomAlace 7X16 BY 51 ant DINO CODE CO OF?tca INDUSTRIES Rid Dy: I r �� French Door — X, XX 0.e. 11 /17/DO AGr q'D: MOOR XD: scsh: Shari. s Dma+Ytg 0.b. Rm. 070.471 D.B. X 2 /16/98 1 x 1 971 D 95.750 j 93.625 .489 EXTERIOR ROUGH OPENING 4.000 4.000 SEE SHEET 3 FOR ANCHORS .250 MAX. SHIM SPACE ROUGH OPENING 3.000 i 84 3/4" DAYLIGHT OPENING MAX. SHIM .250 SPACE 1.479 VERTICAL SECTION INTERIOR Imo— 3.000 ROUGH OPENING 34.625 7YP. 80771 PANELS ACTIVE PANEL 25" DAYLIGHT OPENING EXTE HORIZONTAL SECTION INTERIOR 71.750 IOR 4 ` 1.750 INACTIVE PANE!, f .250 MAX. SHIM SPACE ROUGH OPENING 1.480 PRODUCT.RFNEWED AOCEPPANCE Ne. cr -6411. O � . EvntancNDATC N 'y 2 Eti PR T"I.mu U Abad• D ad 2 pt. lock info s :1 1070 Technology Dr. .ox Nokomis, Fl. �� : Ii' 34275 1.489 � - .250 f/ S vrS° p oeo INDUSTRIES • SPACE MAX. SHIM Ro rr Er C.lai French Door — Elevations. P.B. 039712 AB* 11 1 Pct xa vac= KM Seer Erre mcxer8 t . Rs* Structural °'°x" By: D.B. " 2/16/96 2c'4 971 0 3 POINT LOCK ASSY, 2 P0/NT LOCK ASSY, .090 .090 J 3/16 ANN. —1 3/16 ANN. —1 .250 MAX. SHIM I 3.000 SPACE .4012LLAM. W/1dof44NTO SAFLrr PVR INTERL4YER_ OR .401 LAM. kV/DUPONT RUTALITE INTFRLAYFU SEE NOTE ON SHEET 1 DESIGN PRESSURE RATING: ±60 ,, rf D) added 2 pt. lock info Arc Cass 1 V64 odd .01C 1070 Technology Dr. Nokomis, Fl. 34275 .250 M AX. SH1M I 3.000 SPACE .464 LAH. IV/MONSANTO SAFLFX PVR INTERLAYER OR .464 LAM. VT/DUPONT BUTALTTE'INTERLAYER SEE NOTE 4 ON SHEET I DESIGN PRESSURE RATING: t75 pet PRODUCt RENEWED AocEPr,6 fr. ° .0 L4 ExTtAmohi DATE 1110 Nil ea Z2/204 By ISkg,.1 . r._" isppEcs I I T_ OfstOrd � kivIzn 1' f'Y _ SNka/MeQ'� 4//(3 S 0I Reead Im crud French Door — Ex /Glazing Da II /17/00 DaM: PGT No- If Robert L. Clark, 1 , es s Na a r RE, 439717 0. s. 2/16/98 304 971 D INDUSTRIES Emig turd TAPCON ® TYP. HEAD TYP SILL Lb, 112 FIATICAO ® TYP. HEAD dig TYP. JAMB Robert 1... Clark, P.E. RE. 839712 Structural ITEM DESCRIPTION 1 DOOR ITEAT7SILL 2 DOOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 F7NSEAL STRIP 5 DCOIR W—STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 MAIM BEAD (ROLL FORM) 9 OUTSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 18 HINGE ASS'Y. 19 10x.625 FLT. HD. PHIL 20 10x1 2 FLT. HD. PHIL. 21 TOP BOTF. SLIDE BOLT LOCK 22 6x1/2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD, QUAD. 24 SEAM SEALER 25 LOCK SUPPORT ASS'Y. 26 6x3/4 FLT. HD. PHIL 27 .200 x .190 QLON 28 3 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTIVE) 31 LOCK (DUMMY) 32 DEAD—BOLT LOCK 33 .401 MONSANTO 34 SILICONE 35 #72 Ph. Pn. SMS 36 1/4" TAPCON 37 .401 LAM. W DUPONT 38 .454 LAM. W DUPONT 39 .454 LAA4. W MONSANTO 40 2 POINT LOCK ASSY. 41 #8 x .75 Ph. 17. Tek Rar's 09 added 2 pt. lock info Mate:fat Rro.I Ey: Waft: 0.1:4 111/17/00 Drown Sy: D.B. Chkd By: rat= D ' br 2/16/98 V.T. # 60375 60376 60377 67924G 60379 60380 60411 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 7FRMOW 71058FP 710X12PPLY 41720 7612FW 781124 6S4455W 4UBLOK 7634F 6Q200K 60300W FD3PTAY 7LOKAP 7LOKIP 7BLT1P 62899C 7834FPT Ihrerrption: POT KO: QTY./DESCRIPTION VENDOR VENDOR f p ALUMAX AF-10.375 ALUMAX AF -10376 ALUMAX AF-10377 8 (2/each door top & bot. ralln SCHLEGEL CORP. F57924-187 ALUMAX AP-10379 ALUMAX AF-10380 ALUMAX AF-12376 FLORIDA SCREEN ALUMAX AF-12375 4 1/door top Be bot. rail) FASTEC INDUSTRIAL 8 2/ea. door top & bot. rail) ALUMAX AF-10378 8 2/ea. door top & bot. rail 8 2/ea. door top & bot. rail 6 (3 frame iambs) 26 6/hinoe — hinge—door iamb 30 5/hinge &hinge—frame lamb 2 1 top/bot. of 1.h. astragal 4 2 slide bolt locks) 12 6/head & sill) 3 1/lock) 6 2/jock support assv.) 5 1 astragals,fr. lambs & head) 4 /astragals & frame jambs) d 1 @ r.h. astragal 1 @ r.h. astra ri al 1 @ r.h. astragal 1 @ r.h. astragal 1 r.h. astragal) VEATKIR RD: 1070 Technology Dr. Nokomis, F7. 34275 Sc FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES 41720 MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD SM5504 PGT INDUSTRIES 4UBLOK FASTEC INDUSTRIAL SCHLEGEL CORP. 0200X190 SCHLEGEL CORP. 9375x190 PGT INDUSTRIES FD3PTAY HARLOC HARLOC HARLOC DOW CORNING H.P.G. H.P G H.P.G. PGT INDUSTRIES SPENCER PRODUCTS ( French Door — Anchorage aam. PRODUCT . , AtrEetterd. No. 6 tt 1'1 NeoesK4eg_.22)2:01:. B y.:7,4240,03 1 4 tt.0. Si* OnorYip INDUSTRIES 4a4 971 41722W 41721 100 880 820 899 PRO, UCT CONTROL NOTICE OIF ACCEPTANCE GT Indus 1070 Technology Drive Nokomis ,IFIL 34275 Your application for Notice of Acceptance (NOA) of: 1 "x Heavy Wall - Aluminum Tube Clipped Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 0323.02 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/28/2001 \ \s 04500011pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeouline.com glomepage: http : / /www.buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1PGT Industries 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, 1x2.75x.375 (3/4 anchors) mullion, 1x2.75x.650 (3/4 anchors) mullion or lx4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LA I: ELING 5.1 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 ". ACCEPTANCE No.: 01- 0323.02 APPROVED JUN 2 8 2001 EXPIRES : JUN 2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. UELDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.11 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Manus. Perez, P.E. Product C. o: Examiner Prod ct .. trol Division PCT Industries ACCEPTANCE No.: APPROVED EXPIRES 01- 0323.02 JUN 2 8 2001 JUN 2 8 2008 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control. Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ENID OF T ±.i S ACCEPT CE 3 U Manuel i' er • , P.E., Product Co Produc ' ntrol Division PGT l[ndustries ACCEPTANCE No.: 01- 0323.02 APPROVED EXPIRES o NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) JUN 2 8 2001 - JUN 2 8 2006 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6621, Sheets 1 through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E. 1B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. 2. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. 3. Test reports on 1) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94 2) Large Missile Impact Test, SFBC PA 201 -94 3) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x %" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. None. E -1 Manue Produ z, P.E. Product Control ntrol Division er PGT lnd1ustrie5 E. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated , signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Reports No. FTL -2902, FTL -2903 and FTL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. IF. CTIHE 1. None. ACCEPTANCE No.: 01- 0323.02 APPROVED . JUN 2 8 2001 EXPIRES : JUN 2 8 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) E -2 Manu , P.E. Product Contro Produc ontrol Division xaminer 4 '11 GLAZING PRODUCT h ' Fl ' TYP. MULLION GLAZING PRODUCT IJ' GLAZING PRODUCT GLAZING PRODUCT 1 ANCHORS; TYPE. B' C" OR 'b' BOTH ENDS TYP. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W i +W2 MULL LENGTH = H ANCHORS: TYPE. B' C 80111 OR ENO --W 1 GRAZING N TYP. MULLION GLAZING PRODUCT H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 11 ANCHORS: TYPE. 8'. OR b" BOTH ENDS -.0f of Robert L RE. 1139712 Sal � ANCHORS / TYPE W ----747 W2 W = W1+212 H = H1 +H2 FtT INDUSTRIES (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES CAN PAGE 5 & 6 M1) Aa4X OPENING = H 01? H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi Rvxd Sr IDotr Onro) By: P.J.P. 1070 1EC$LYOLOLY DRIVE P.O. BOX 1529 NOXO1.0$ FL 34275 NOX07!1S FL 34274 ANCHORS: TYPE. C" OR B", ROTH ENDS Chia r Dab: Serf A/Bodet MULLS W Sl=t: Orcrmp No. Ix 1 "6 6621 W1-4—W2-1--W3 W W = W1 +W2+W3 14 = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 • APPROVED AS COMPLYING VSTH THE SOUTH A EUI IHG CODE (O 1 1 11ROL 0741£071 CODE COMUA==CEOPRCE ACCEPTANCE NO. 0 1 - 63zZ.02 O =rIption: 1" HEAVY WALL MULLION ARRANGEMENT DETAIL Rev: GLAZING PRODUCT Fl H TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT ANCHORS; TYPE. B' C" OR 'b' BOTH ENDS TYP. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W i +W2 MULL LENGTH = H ANCHORS: TYPE. B' C 80111 OR ENO --W 1 GRAZING N TYP. MULLION GLAZING PRODUCT H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 11 ANCHORS: TYPE. 8'. OR b" BOTH ENDS -.0f of Robert L RE. 1139712 Sal � ANCHORS / TYPE W ----747 W2 W = W1+212 H = H1 +H2 FtT INDUSTRIES (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES CAN PAGE 5 & 6 M1) Aa4X OPENING = H 01? H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi Rvxd Sr IDotr Onro) By: P.J.P. 1070 1EC$LYOLOLY DRIVE P.O. BOX 1529 NOXO1.0$ FL 34275 NOX07!1S FL 34274 ANCHORS: TYPE. C" OR B", ROTH ENDS Chia r Dab: Serf A/Bodet MULLS W Sl=t: Orcrmp No. Ix 1 "6 6621 W1-4—W2-1--W3 W W = W1 +W2+W3 14 = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 • APPROVED AS COMPLYING VSTH THE SOUTH A EUI IHG CODE (O 1 1 11ROL 0741£071 CODE COMUA==CEOPRCE ACCEPTANCE NO. 0 1 - 63zZ.02 O =rIption: 1" HEAVY WALL MULLION ARRANGEMENT DETAIL Rev: P.C.T. 1x MULLION MULLION CUP CUT FLANGES OFF OF MULL CUP TO FORM A U'- CHANNEL AND . INSTALL AS SHOWN._ FOR 1" MULL i" r•-2" OR 4 "-1 1" MULL =° MIN. P.O.T. MULLION TYPICAL MULLION TO MULLION INSTALLATION TYPE A" WOOD BUCK MIN. 1 MIN. IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) OR TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE B ", NOTE; 1. FOR MULL SIZE AND QUAN777Y OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 112 S.M.S. (1991) ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE 11 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE gi 112 W000 SCREW (1951) MIN. 1 PENETRATION INTO WOOD BUCK ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE 11 PCT. 1x MULLION WOOD BUCK REMOVED TO CONCRETE Robert L. fs k, P.E P.E. 1539712 Sirnctnml_ MOOD BUCK IND IND S MIN. 2 T ry MIN. } Rar.A liy: rate: Cam P.J. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOXO`MIS, FL 34275 NOKOMIS. FL 34274 1--2" OR 4 "--1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ". Chkd By: rem ° 4/28/00 MULLS 1-2" OR 4 "--1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE 1 ". 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 11 MW. TAPCON (2461) MIN. 1} PENETRATION INTO CONCRETE OR BLOCK " STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE 51 RoN-'artx Sada ix m 2 .06 112 F.H. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 11 MIN. 1}' TAPCON (2461) MIN. 1§ PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY '• .APPROVED. SEE NOTE 11 • APPROVED PS CO'.:PLYING WITH THE BY PROD 75. .• DIVISION Bu „ CODE GO OFRCE ACCEPTANCE ND.O / "O 3 3 A a Da..;a1P6on. 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Droexp Na 6621 Rev: IMPORTANT. QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x i 1 x 2 x }� 1 x 21 x E 1 x 4x1 A' 1{� 1 311 r _ 2 1. 4 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG # 1099 3 MIN. FROM ENDS (TYP) I I 8� I-- �I 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION D170 Q 1099 MIN. FROM ENDS (TYP) 1" MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION DWG 0 1099 MW. FROM ENDS (TYP) 1" MULL CLIP W/TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG Q 1099 �e c /�/ NOTE• `� 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 P/Z 5 77ZX/c YLf/n 3 MIN. FROM ENDS (TYP) -1 14 MAX 5 MIN. " MULL. CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG d 1099 MIN. FROM ENDS (TYP) 1" MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG Q 1099 INDUSTRIES 1070 TECHNOLOGY ORNE P.O. 80X 1529 NOXOtIIIS. EL 34275 NOr(O.MIS, F1. 54274 8 MIN.- k-4---- 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 1099 MIN. FROM ENDS (TYP) 3 MIN. FROM (TYP) I I 1 - I - c- -0--0- 8 -©-- 8 - 1 " MULL CLIP W/TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG B Eo s s ccG...PLYio'GV7TH THE SOUTH UN Z', ING CODE 10 'TIROL OMSA.1 SUITING CODE COoPUANCE OFFS ReK onx ACCP,PT ANCE1;0 or oazx.nq Ror.4 By. Data: Orrin 9y P.J.P. Chkd Bl' rate: 5/21/01 w_rort tlon: ANCHOR LOCATIONS 11111 1" MULLION CLIP Scrlas/ 1od: k MULLS Sco1o: 1 Shit 3 a 6 Droving No. 6621 Row. 1 8 NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 1 8 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 1 INDUSTRIES Roberti; & • RE roi0 TECHNOLOGY DANE P.E. #39712 110X01:15, n. 34275 1 8 Rzrai Br rotor Oran er P.J.P. P.O. BOX 1529 NOKO.MIS, FL 34274 Crud Br rato: 5 /22/00 Sarin/Model: MULLS Rove xRx o- x- Ptra.: 1" HEAVY WALL MULLION PROFILES Soria: lx 1 Shoot 4af6 8 APPROVED AS COUPLYIUO WITH THE SOUTH BUILD= CODE Y ID PRO TTROL DNS!ON . BUIE= CODE COSPUAGCE ORME ACCEPTA0.CE NO. Uf O82 r•be Droning No. 6621 Ron 1 x2x.375 2 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 O 42 155 48 129 50.625 115 54 94 1 n2.75x.375 314 Anchors 44 38 26 22 20 16 90 96 108 111 144 42 60 67 63 58 66 50 72 38 76 32 78 30 84 24 19 16 48 50.625 24 20 18 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 170170 1701 170 1661170 1451152 54 60 63 66 72 76 78 84 90 96 108 22 18 17 1311131 113i113 86 1 86 73173 67167 54 45145 41 1 41 54154 43143 36 1 36 25125 23 1 116 • 100 100 82 81 58 64 44 49 43 32 27 25 20 16 1701170 1701170 161 1471170 1271131 1121112 97 1 97 73 6262 57157 30130 21121 111 1 19 1 19 - 144 1 1 134 107 91 73 51 29 24 22 17 1701170 1611170 148 135 1161116 99 1 99 85 65 65 541 1 54 50 1 50 40 1 40 32132 45 45 37137 130 102 85 68 47 40 34 1701170 1541170 140 1261153 1011107 130 37 32 1701170 1501170 136 1211146 1001100 96 1 96 90 ; 90 77 1 77 58 49 1 49 45 3535 28 128 26 18 17 84 72 32132 26 1 26 28128 22 1 22 126 23123 1 8 16116 ' 117 15 1 1 5 _ 1 _ i _ _ 1 _ 1 _ _ 1 _ J 1 1 1 1 21 1 21 I - - 1 - 130 99 80 63 42 35 30 1701170 1491170 134 1191142 80180 68 1 68 50 1 50 42142 38 1 38 30130 24 1 24 130 99 80 62 41 34 29 21 17 16 1701170 1491170 134 1181141 93 1 93 77177 65 1 65 48 1 48 40140 36 1 36 18118 - 1 - 130 99 80 62 41 34 28 20 17 15 170 1491170 134 1181141 92 192 76 1 76 64 1 64 46 1 46 38138 35135 27127 21 1 21 17 1 17 I - 1 - 130 99 80 62 41 34 28 20 16 15 20 16 1701170 1491170 134 1181141 92 192 76 1 76 63163 45 1 45 37 1 37 33 26126 20120 16 1 16 1 - i - 130 99 80 62 41 34 28 1701170 1491170 134 1181141 92 1 92 76176 63163 44 36 36 32132 24124 19119 19 1 19 - I - - 1 - 15 1 15 - 1 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IND SIR! ES Vertical Mull Mull Length 1 __Opening,l Width Horizontal Mull F Opening Width Mull Length Multiple Mulled Units \Opening Width Mull Length Rural 6)c rota: Drown By. P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 crud By: 'Bator Doty: /28/00 Soric2Modok MULLS RoN;/oru: Sc to: NTS Shpt: 5 6 APPROVEDASCOMPLYD4GV%Tt T) SOUTHFLORim A BUM= CODE J • . NTROLDMSION BMWLS CODE COSPUA GE OFFICE ACCEPTANCE 10. 0 e Z3 •ca Doccr(ptton: PRESSURE CHARTS 1" HEAVY WALL MULLION Drootng Mo. 6621 Rov: 1 x2.75x.650 3/4 Anchors 50 OPENING WIDTH IN INCHES 60 70 80 90 100 110 120 130 160 O 11z4x 4/6 A 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 .375 111 144 nchors 42 48 50.625 54 60 63 66 72 90 112 96 92 108 64 111 59 144 27 170170 1701170 1661170 152j170 1331152 125 118 135 106 91 54 44 31 29 108 91 84 84 67 67 54 44 31 29 1701170 1481169 136 1241142 1061122 99 1 114 93 81 68 63 33 23 21 107 81 68 63 50,50 40 40 33 23 21 170 1411161 129 1161133 99 1113 92 1 105 86 73 61 36 29 20 18 97 73 61 56 56 44 44 36 29 20 18 1701170 1601170 148 135 117 110 103 92 77 71 57 46 38 26 24 169 155 134 126 118 92 77 71 57 46 38 26 24 1701170 1381158 125 1121128 94 1107 87;99 81 1 90 67 1 67 56156 51 1 51 4040 32 32 26 18 17 26 18 17 1701170 1371157 123 109j125 90 1103 83 95 77185 63163 52 1 52 48 37 37 30 30 24 24 17 17 15 15 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 170!170 1701170 1701 170 170j170 1701170 1701170 170 1701 170 1541 1701170 17 170 1700 70 1701170 1591170 1501170 134 76 1441170 1251160 112 78 1401 121 108 84 1281138 1111117 98 1701170 1541170 1351 120 165 112 95 1 95 82 92 78178 67 64 54154 47 59 50 ! 50 43 27 221 22 19 170170 1371157 123 1081124 88 1101 81 1 93 75 60 49 45 35 28 23 15 82 60 49 45 35 28 23 15 1701170 1701170 170 170 1701170 1701170 170 1701170 1701170 170 170 170 170 1691170 1621170 1581170 170 1431170 1361170 1311170 170 1331170 126 1211170 170 1251170 1171166 1121156 1081150 110 98 94 1 120 140 102 95 1116 90 1108 86 11 129 99 1116 92 1106 87 1 99 83 1 93 102 90 j 92 83_83 77 j 77 73 73 82 74 74 67 67 62 162 58 58 54 67 60 60 54 54 50150 47 47 44 47 42 42 37 37 34134 32 32 30 43 38 38 34 34 31 131 29 29 27 19 17 170 137 123 108 88 80 73 58 47 170 157 141 124 100 r 91 80 58 47 43 43 33 133 26 1 26 21 ! 21 1701170 1701157 154 1081124 88 1100 80 73 56 46 42 20 91 79 56 46 42 32 i 32 25 25 20 1701170 1701170 170 1571170 1281170 1171169 17 15 103 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 1701170 1701170 170 1571170 1271170 1161166 106i145 91 1 115 83198 80 1 89 69,69 54 52 44 42 30 28 27 26 1701170 1701170 170 1571170 1271170 1161165 1051144 89 1 112 81195 78187 66166 1701170 1701157 123 1081124 88 1100 80!91 73179 56 45 145 40 1 40 30 j 30 23 1 23 18 I - - I - - 1 - 1 1701170 1701170 170 157 0 1271170 1161165 1051144 88 1 111 79193 75 1 84 62162 52 48148 42 38 1 38 28 25 1 25 26 23 CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. /y /a 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 smz- INDUSTRIES Horizontal Mull F Opening Width L F— Mull Length Rovcd By: rato: Dmemn P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKO195 FL 34275 N0X0�4S. FL 34274 Vertical wall I_Opening,I Width Mull Length Multiple Mulled Units Mull Length \Opening Width Chico B rota: Rov donx Deaf 4/28/00 Scrf- AE:odcl: MULLS Scab: NTS S> 6o16 APPROVED AS CO:IPLYINQ WITH THE SOUTH FUN BURDNG CODE BY PRO LOMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOI 01 - O 3 a E.Oa W^eKptkut PRESSURE CHARTS 7111e: 1" HEAVY WALL MULLION 0rve ng No. 6621 Rat. PRODUCT CONTROL NOTICE OF ACCEPTANCE PPGT lludustries 11070 Tedi iology Drive Nokomis 9 FFit, 341275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0629.08 EXPIRES: 11/01/2006 APPROVED: 11/01/201 \ 13045 0001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mil address: postmaster@buildingeodeonline.com MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (303) 375 -2327 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of SH - 7011 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raur xoanguez Chief Product Control Division IMIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC .D GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEED This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office omepage: http : / /www.buildingcodeonline.conn Eunyl 'Tech/Progressive Glass Technology ACCEPTANCE No. 0 01- 0629.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS November 01, 2001 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single ': ung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. November Ol, 2006 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. C2 The installation of this product willl not reouire a hurricane protection system. S. LABELING 5.11 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 ". 6. ITIIII..DIINC PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.11 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 s kvi I . L kt c Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division Yiravl Tech/Progressive Glass Technology ACCEPTANCE No.: 01- 0629.08 9. This Notice of Acceptance consists of pages 1, 2 and this last pagc 3. EN1ID OF THIS ACCEPTANCE 3 APPROVED : November Ol, 2001 EXPIRES : November 01 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. lc 1 ,LZ dd Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division DESIGN PRESSURE RATING (P.S.F.) 5/16 LAMINATED W ANNEALED GLASS 5/16 LAMINATED W/ HEAT STRENGTHENED GLASS WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED —50.0 +50.0 —50.0 +50.0 —80.0 +66.7 —80.0 +80.0 7 5 3/4" 13.000 YAP N . 04 m.HFADesu 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RAMC: SEE TABLE 4.) ANCHORS: h.IAX. 5 3/4" FROM EACH CORNER ((HEAD & SILL) MAX. 6 M EACH CORNER (JAM 8s) MAX. SPACING AT HEAD & SRI.: 13.000 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT:: NO SH11! 1E115 REQUIRED 6.) REFERENCE TEST REPORT: FTL -1889 ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16 (350) LA INATED GLASS (l/8° anneolod /.090 film/1/8 annealed) B. 5/16° (350) LAMINATED GLASS (1/8" heat strengthened /090 film /1/8 hoot strengthened) CENTER ITEM DESCRIPTION V.T. # 2 3 4 5 6 7 8 9 10 11 Robert L Clark, P.B. PE 039712 Structural FLANGED FRAME HEAD (Alum. 6063 —T5) 612225 FLANGED FRAME SILL (Alum. 6063 —T5) 612226 FLANGED FRAME JAMB (Alum. 6063 —T5) 612227 FIXED MEETING RAIL (Alum. 6063 —T5) 612228 SASH TOP RAIL (Alum. 6063 —T5) 612229 SASH BOTTOM RAIL (Alum. 6063 —T5) 612230 SASH SIDE RAIL (Alum. 6063 —T5) 612231 GLAZING BEAD (Alum. 6063 —T5) 6534571 WEATHERSTRIP — VINYL BULB 6TP247K SILICON 62899C 5/16" .350 W /SAFLEX BY SOLUTW INTERLAYER 12 5/16" (.350) "W /DUPONT - PVB INTERIAYER 2 13 16 x .750 PHIL. PN. HD. 7658PFAA 2 to attach Balances to Jambs) 14 SWEEP LATCH 1 11.5" from end of vent top rail) 2 if width is >= 42") 15 /8 x .625 PHIL FLT. HD. 785811W 2 (Sweep Latch Screws) 4 16 WINDLOAD ADAPTER (Alum. 6063 —T5) 17 18 x .375 PHIL. P.H. TEK 18 WEATHERSTRIP — VINYL BULB \SASH 19 SASH TOP GUIDE 20 SCREEN 21 BALANCE COVER 22 BALANCE 23 WEATHERSTRIP — PILE\FlNSEAL 24 SASH FACE GUIDE 25 16 x .500 PHIL. FLT. HD. 26 SASH STOP (Alum. 6063 —T5) 27 /(8 x 1.000 PHIL P.H. SMS 28 SEAM SEALER 29 WINDLOAD ADAPTER (PLASTIC) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 when using 2 Sweep Latches) 612236 2 6 frame jambs, 30 from bot.) 78X38PPT 4 Windload Adapter Screws) 6TP249K 1 at Vent Bottom Roil 2 1 per each balance 1 2 1 per each balance) 2 1 0 each •frame jamb) 610620 3 0 vent iambs & vent top mil) 71087 gi 1 /vent iamb. 2.5" from bot.) 76X12FPAW (sash face guide screws) 612244 2 0 top of each frame iamb 78XIPPA 4 (Frame & Vent Assv. screws 6SM55W 61207 2 (0 frame lambs, 30" from bot.) Roeud 6y: F.K. Rov..d Br D.B. !bawl D.B. 2 2 8 8 (f per Glazing Bead) 2 QTY. / LOCATION 0afo: Rmubea. 10 11/0 TB, TABLE, EXTR. kev(e•ano: 8/18/98 Data: 2/9/98 ALUMAX ALUMAX VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX TEAM PLASTICS DOW CORNING H.P. H.P.G. AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER ALUMAX MERCHANTS FASTENER TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL SCHLEGEL CORP. VINYL TECH. \PGT SCHERER IND. PROD. ALUMAX MERCHANTS FASTENER SCHNEE /MOREHEAD PROTOTYPE Sanen/LbdoL Scala: Sheaf: - Drooing Ho. VENDOR f/ AF -12225 AF -12226 AF -72227 AF -12228 AF - 12229 AF -12230 AF— 12231 AF- 534571 TP -247 899 PGT.214.XX AF -12236 TP -249 5TAVE FS7826 -187 AF -12244 SM5504 WC996 -1207 PRODUCT RENEWED �viceSe. of-06294S IDWIRa7TON DATE NavL +y— DousrbUon: ELEVATION & PARTS LIST TRIO: ALUMINUM SINGLE HUNG WINDOW SH -701 NTS 1 of 4 4040 By EtttlIDMOODE Row B 57.125 MAX. .000 MAX. O 7 8.000 - -- - -- -- � 1s VENT SIZE: 50 1/2" x 38 1/4" / X 13 1/8 on 7 5 3/4" 13.000 YAP N . 04 m.HFADesu 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RAMC: SEE TABLE 4.) ANCHORS: h.IAX. 5 3/4" FROM EACH CORNER ((HEAD & SILL) MAX. 6 M EACH CORNER (JAM 8s) MAX. SPACING AT HEAD & SRI.: 13.000 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT:: NO SH11! 1E115 REQUIRED 6.) REFERENCE TEST REPORT: FTL -1889 ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16 (350) LA INATED GLASS (l/8° anneolod /.090 film/1/8 annealed) B. 5/16° (350) LAMINATED GLASS (1/8" heat strengthened /090 film /1/8 hoot strengthened) CENTER ITEM DESCRIPTION V.T. # 2 3 4 5 6 7 8 9 10 11 Robert L Clark, P.B. PE 039712 Structural FLANGED FRAME HEAD (Alum. 6063 —T5) 612225 FLANGED FRAME SILL (Alum. 6063 —T5) 612226 FLANGED FRAME JAMB (Alum. 6063 —T5) 612227 FIXED MEETING RAIL (Alum. 6063 —T5) 612228 SASH TOP RAIL (Alum. 6063 —T5) 612229 SASH BOTTOM RAIL (Alum. 6063 —T5) 612230 SASH SIDE RAIL (Alum. 6063 —T5) 612231 GLAZING BEAD (Alum. 6063 —T5) 6534571 WEATHERSTRIP — VINYL BULB 6TP247K SILICON 62899C 5/16" .350 W /SAFLEX BY SOLUTW INTERLAYER 12 5/16" (.350) "W /DUPONT - PVB INTERIAYER 2 13 16 x .750 PHIL. PN. HD. 7658PFAA 2 to attach Balances to Jambs) 14 SWEEP LATCH 1 11.5" from end of vent top rail) 2 if width is >= 42") 15 /8 x .625 PHIL FLT. HD. 785811W 2 (Sweep Latch Screws) 4 16 WINDLOAD ADAPTER (Alum. 6063 —T5) 17 18 x .375 PHIL. P.H. TEK 18 WEATHERSTRIP — VINYL BULB \SASH 19 SASH TOP GUIDE 20 SCREEN 21 BALANCE COVER 22 BALANCE 23 WEATHERSTRIP — PILE\FlNSEAL 24 SASH FACE GUIDE 25 16 x .500 PHIL. FLT. HD. 26 SASH STOP (Alum. 6063 —T5) 27 /(8 x 1.000 PHIL P.H. SMS 28 SEAM SEALER 29 WINDLOAD ADAPTER (PLASTIC) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 when using 2 Sweep Latches) 612236 2 6 frame jambs, 30 from bot.) 78X38PPT 4 Windload Adapter Screws) 6TP249K 1 at Vent Bottom Roil 2 1 per each balance 1 2 1 per each balance) 2 1 0 each •frame jamb) 610620 3 0 vent iambs & vent top mil) 71087 gi 1 /vent iamb. 2.5" from bot.) 76X12FPAW (sash face guide screws) 612244 2 0 top of each frame iamb 78XIPPA 4 (Frame & Vent Assv. screws 6SM55W 61207 2 (0 frame lambs, 30" from bot.) Roeud 6y: F.K. Rov..d Br D.B. !bawl D.B. 2 2 8 8 (f per Glazing Bead) 2 QTY. / LOCATION 0afo: Rmubea. 10 11/0 TB, TABLE, EXTR. kev(e•ano: 8/18/98 Data: 2/9/98 ALUMAX ALUMAX VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX TEAM PLASTICS DOW CORNING H.P. H.P.G. AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER ALUMAX MERCHANTS FASTENER TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL SCHLEGEL CORP. VINYL TECH. \PGT SCHERER IND. PROD. ALUMAX MERCHANTS FASTENER SCHNEE /MOREHEAD PROTOTYPE Sanen/LbdoL Scala: Sheaf: - Drooing Ho. VENDOR f/ AF -12225 AF -12226 AF -72227 AF -12228 AF - 12229 AF -12230 AF— 12231 AF- 534571 TP -247 899 PGT.214.XX AF -12236 TP -249 5TAVE FS7826 -187 AF -12244 SM5504 WC996 -1207 PRODUCT RENEWED �viceSe. of-06294S IDWIRa7TON DATE NavL +y— DousrbUon: ELEVATION & PARTS LIST TRIO: ALUMINUM SINGLE HUNG WINDOW SH -701 NTS 1 of 4 4040 By EtttlIDMOODE Row B 76.000 .737 INACTIVE .655 EXTERIOR o: 'NC 2.784 2.784 REFERENCE TEST REPORT: FTL -1889 ROUGH OPENING L .500 .34.500 DAYLIGHT OPENING 34.500 ACTIVE DAYLIGHT OPENING 2.330 VERTICAL SECTION INTERIOR ROUGH OPENING 53.125 49.625 DAYLIGHT OPENING 0 Aa P. G T. 0 ID ID 0 D ID .12.3 it EXTERIOR INTERIOR Robert L. Clark, P.E. PE 839712 Structural 48.250 DAYLIGHT OPENING HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R FB and . . Drown Or D. B. Description: SECTIONS tiro: Dots Revisions: 10/1 TB, TABLE, EXTR. Dot: 8/18/98 Dote: 2/9/98 Revisions: ALUMINUM SINGLE HUNG WINDOW Series/diodet SH -701 Scot= Shat NTS 2 a 4 2.710 ROUGH OPENING :1,1) RODUCT �pr�6ti`P.41a pr>� iicTrl k .L ti clA • ,•77 • »err warps 'Hz Drtming No. 4040 .737 .062 .062 2.784 1 .705 O ALUM. 6063 -T5 ® ALUM. 6063 -T5 .413 --1 1-.- O ALUM. 6063 -T5 .050 REFERENCE TEST REPORT: FTL -1889 .655 1 11.057 H .678 ® ALUM. 6063 -T5 .062 2.784 — O ALUM. 6063 -T5 ALUM. 6063 -T5 2.330 2.710 i 1.123 O ALUM. 6063 -T5 2.325 ---c=1 o- 1.523 — -=-11.023 1 1.969 .062 1.350 k © ALUM. 6063 -T5 o- h-1.4511 .490 .490 YYL_ .062 ® ALUM. 6063 -T5 Robert L Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOOY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 24274 Scrko/Modc: SH -701 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFLEX BY SOLU71A OR -. DUPONT PVB 5/1 6 " LAMINATED GLAZING DETAILS Rwsd e� -. : H 0. Drown By: D. B. %11/0 8/18/98 2/9 /98 D�cdptkn: EXTRUSIONS & GLAZING OPTIONS Tea: ALUMINUM SINGLE HUNG WINDOW Seals: NTS Re%ono: TB, TABLE, EXTR. Porten= st=t: 3 of 4 _ 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS Accwra?rc8 Nip O D 2 .0 M@urATZTDA92 /✓0V 04 200_+ BY BISAJDN3 CODS IAA Drawing no. 4040 Ror 8 1 x'WOOD BUCK ,° TYP. HEAR TYP. SILL REFERENCE TEST REPORT: F7L -1889 2 x WOOD BUCK 7 V • TYP. HEAD iiiiiii 1.500 • `'' 1.500 #12 PANHEAD TYP. SILL .250 .250 MAX. 2 x WOOD BUCK 1.250 #12 PANHEAD 1/4 TAPCON Robert L. Qerh, P.E. PE 1139712 Stmetionl .250 MAX. TYP. JAMB INDU TRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1.250 1.250 1 x WOOD BUCK #12 PANHEAD Data: 10/11/0 '1 8/98 2/9/98 0c^niption: ANCHORAGE .250 MAX. RWKdona: TB, TABLE, EXTR. Rovldonx TYP. JAMB Tien: ALUMINUM SINGLE HUNG WINDOW Scrlca/L:odd: Scala: Shoot: OrooMg No. SH -701 NTS 4 al 4 4040 2 x WOOD BUCK PRIMICT Aa. rrB HS d� -o merC7ir:Du DAT! yob /, 7s� IS 4AndA EPA1134 3 MX Row B MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PJ T Industries 1070 Technology Drive Nokomis, FLL.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact L ELI[NG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. VERTIISEMENT: 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. INSPECTIION: 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 FGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. D e': WINOS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02134 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02129 dated 10/3/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per BBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02124 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E - Il Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 ]PGT (Industries C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 2. Revised Anchor. Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. E. STATMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) IE . OT}1ER. 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR °X° CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR 4- °XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4° FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16° TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. } x 0 } x 0 x CONFIGURATIONS OPTIONS } x } 0 } x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL UTES .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 1/8" HEAT NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4 -7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 STRENGTHENED GLASS .650 NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16° HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL Approved to cocoplylug attl Eh 2310 0772 9 NOAO Miami Dads F.K rte° u: F.K. 3/17133 12/17102 A REVISE ANCHORAGE NOTE 4 1070 TECHNOLOGY DRIVE NOXOxJ& FL 34278 P.O. COX 1540 1112X0..::3, a .34.274 Virg* Bean. NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 1 n 11 7045 -8 A Lura A. Tum� PE. FE 038201 e cRv.¢1 CENTERLINE d 1 1/2" ] ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) t SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 1 4" MAX. 4" MAX. --°� ANCHOR LOCATION TYP. MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) t - - 37" MAX. VENT TYP. 7" 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX. WIDTH 53" MAX. 30° MAX. DAYLIGHT DAYLIGHT OPENING I OPENING 13" MAX. O.C. 60" MAX. FIXED 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13° MAX. O.C. ELEVATION "A° - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) d 4° MAX. 4" MAX. 7 74" MAX. WIDTH MAX. I DAYLIGHT OPENING s SEE MEETING RAIL DETAIL r TYP. (2) 56" DAYL OPE 56" MAX. DAYLIGHT OPENING 141/2" MAX. O.C. TYP. ELEVATION "B" - 63° HIGH "XX" (SEE SHEET 4 FOR PRESSURES) 63" MAX. HEIGHT ! / I- --1-14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) IAX. GHT IING 63" MAX. HEIGHT Approval rsa 'a NTln t 0 5`2 taaa / Z4. 3/2- f L7 F.K. rr F.K. TEEILF tc� 9/17103 1 12/17102 A REVISE ANCHORAGE 1070 TECILLIOLOOY NOXO.21S, FL 94275 P.O. 1520 ROYDw!:9. R 34274 Visibly Better �T- o�r� °XX" & %COX" ELEVATIONS ALUMINUM CASEMENT WINDOW IMPACT CA•7<O NTS ( 2 d 11 11.352 Ra u� 7045.8 A La=o A Twr"a. P.E. PE €35201 SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. ELEVATION (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING X 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT - OPENING 14 1/2" MAX. O.C. "C" - 72 HIGH "X" FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 72" MAX. HEIGHT 4° MAX SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 4 °M L 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. ELEVATION "D° - 63" HIGH °X" (SEE SHEET 4 FOR PRESSURES) 97" MAX. WIDTH 56" MAX. DAYLIGHT OPENING 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 63" MAX. HEIGHT MAX. O.C. 4" MAX. 4•— 37° MAX. VENT 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. I 56" MAX. DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT PENING --. 1 13" MAX. O.C. 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) ELEVATION "F° - 63" HIGH "XO" & °OX° UNEQUAL LITE (SEE SHEETS 6-7 FOR PRESSURES) a7ne" 'sillII crtbtb3 Hasa NOA0 m Prar.ct Casrra 56" MAX. DAYLIGHT OPENING 3/z' /a 3 63" MAX. HEIGHT 3 3H7A13 v17/D2 A ¢�Lr REVISE ANCHORAGE 1070 TECHNOLOGY DANE NOXOs, FL 34275 P0. asp HOB ROXOL-9. FL ^4 PGT Vtrtbi, Bert -r X" "0" "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT c -rv� c � c xa C4740 I NTS 3 0 11 7045,8 A Luca A TWGS. P.0. PE =9201 w_� 1'Y • 'VI' I' 1' 1 • - c ' 1 ii 1 !'' 4f'MICI5 #VIMWE TS) "X" WINDOWS TEST REPORTS: FTL -3582 FTL-3587 G :r ' • - ONS: A. 5/1." LAMI (1/8 "A.0•. 8' =. 5/ 6 I 8' S,. 0,1/8" ) "X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 POS POS NEG POS POS NEG POS POS POS 70.0 0.0 POS 19.125 A 90 0 0 90 0 � -90 0 70.0 -90.0 70.0 ; -90 0 0.0 90 0 7®,® 0.0 90 0 0.0 ; 90 0 90 0 70.0 -90 0 70.0 90 0 7 70.0 90 0 70.0 - -90.0 70.0 B -90.0 70.0 -90.0 70.0 ; -90.0 70.0; -90.0 70.0 -90.0 70.0. -90.0 70.0 -90.0 70.0 ; -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 ` -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.500 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 .-83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 NOTE: "X" WINDOWS WIDER THAN B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4., -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 32" AVAILABLE AT MAX. HEIGHT OF 63" ONLY. IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B -75.0 70.0 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS "X" WINDOWS TEST REPORTS: FTL -3580, FTL-3587 E GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES OF TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OP'T'ION: A. 5/16" LAM[ (1/8 "A,.090,1/8 "R ) "XX" WIDTH HEIGHT 26.000 31.000 36.000 I 38.375 43.000 48.000 r 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS INEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 /+PAlozm ea pmsrics wDe 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 MO•+il 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 - 60.8 60.8 -58.0 58 0 vraacr 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 3 $ 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 85.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.41 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 _ -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) NOTE: IF USING 3/16" TAPCONS OR y / L,.., v Z . Yg/70 LOCyE C a2CP P.E. 7 0 J0201 rrcdc ALL "XX' SIZES UP TO 74.000" WIDE x 63.000" HIGH -75.0 70.0 #12 SCREWS DESIGN PRESSURE FOR WINDOWS IS LIMITED TO TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREW "XX" WINDOWS TEST REPORT: FTL -3580 46.7 P.S.F P.S.F GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 n.�: F.K. F.K 1./17/03 1L-K..... A REY4ETABLES 1 AND 3. GlgSS TYPEA 10707ECM'OLOGYD KOXO.^.S, 8.34273 P.O. 60X 1528 54 AO.YO.: . FL 54274 --- 0 PRESSURES- X & XX CONFIG. WINDOWS T� " ALUMINUM C.4SE WINDOW IMPACT au � �x laillaillIMI d M.:- as, F.K. �: 12/17/02 �� ¢ Visit* Bearr. 04.740 MTS I 4 " 11 1 70 r� I A COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4" TAPCONS OR #14 SCREWS` & "1/4-172 -1/4 XOX" WINDOWS 'EST REPORTS: FTL -3580, FTL -3582 G OP'rrON9: A. 5/16" LA 7 1 8'A,.090,1 : "S B. 1 1." LAMI 1/8 "HS,.090,1/8" S) C. 77f6"tAMI 3/16 "A,.090,3 /16 "HS HEIGHT „ 0 " WIDTH 36.000 37.000 53.125 - -4 54.000 55.500 "XOX" 26.000 WIDTH NEG -• A • I M• • ••• 106.375 B 108.000 111.000 : -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 •• • 70.0 -90.0 • 70.0 -70.3 • 70.0 -75.0 •• • 70.0 -90.0 • •• -65.0 • 70.0 -75.0 • • • 70.0 -90.0 31.000 NEG POS 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 • ELM) -48.7 48.7 -46.9 46.9 -43.5 43.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 • 70.0 ' • • • 70.0 •• • 70.0 36.000 38.375 43.000 7 48.000 50.625 54.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -70.4 70.0 -60.4 60.4 51.1 51.1 -47.9 47.9 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 ' -75.0 70.0 - 75.0 • 70.0 -75.0 70.0 -75.0 70.0 -73.7 •• ••1223 -75.0 70.0 -75.0 70.0 -75.0 -90.0 • -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 • 70.0 • 70.0 -75.0 -75.0 -90.0 • 70.0 -48.7 •• ••• 70.0 -90.0 • • : -47.9 • • • • • -75.0 • • • • 70.0 -90.0 • • -46.4 •• • •• -75.0 J 4. • • • 70 • •• • 70 • -90.0 A • 70.0 -56.2 56.2 -44.8 57.000 114.000 B 0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 A • • -55.0 55.0 -43.4 58.500 117.000 B L. 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 A -72.9 70.0 53.4 53.4 -42.2 60.000 120.000 B -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 67.8 -62.1 62.1 -55.7 70.0 70.0 55.7 70.0 70.0 -49.8 49.8 -46.9 46.9 -43.6 43.8 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 62.4 70.0 70.0 -90.0 -58.4 -75.0 -90.0 70.0 58.4 70.0 70.0 -90.0 -63.3 -75.0 -90.0 63.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -56.4 56.4 -53.4 53.4 -50.0 50.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 54.3 -51.1 51.1 -55.1- -51.4 51.4 - 48.6 48.6 -45.3 45.3 70.0 -90.0 70.0 -90.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 58.0 - 54.6 54.6 -59.3 -53.6 53.6 -50.9 50.9 -47.5 47.5 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 ` -90.0 70.0 -90.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 52.7 70.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 70.0 . -90.0 70.0 -90.0 48.7 -45.4 45.4 -50.0 57.000 60.000 NEG POS NEG POS - 44.8 44.8 -42.2 42.2 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 41.1 -75.0 70.0 -75.0 70.0 -41.1 41.1 -38.6 38.6 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -87.4 70.0 -46.9 46.9 -44.3 44.3 • -79.7 70.0 -75.0 70.0 -75.0 70.0 -40.4 -42.1 42.1 • 70.0 -75.0 70.0 • • -72.4 70.0 • • -75.0 • • • -67.3 -39.2 • 70.0 -75.0 -81.2 '70.0 -75.7 70.0 -70:3 70.0 -63.5 83.5 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -76.4 70.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 -60.0 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 70.0 -90.0 70.0 -88.6 50.0 70.0 70.0 49.1 70.0 70.0 70.0 -75.0 70.0 -75.0 47.9 - 44.5 44.5 -49.1 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 40.4 70.0 67.3 39.2 70.0 70.0 60.0 37.8 70.0 70.0 -90.0 70.0 -88.9 46.4 -43.3 43.3 -47.5 -75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 59.1 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 70.0 -75.0 70.0 -75.0 47.5 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 70.0 -90.0 70.0 -84.3 -72.5 70.0 -68.4 68.4 -63.6 63.6 -60.1 60.1 -57.5 57.5 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.5 -36.7 36.7 70.0 -90.0 70.0 -81.8 -70.7 70.0 - 66.7 66.7 -61.8 61.8 -58.7 58.7 -55.9 55.9 44.8 -42.1 42.1 -46.2 46.2 70.0. 70.0 44.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 43.4 -40.9 40.9 -44.8 -41.3 41.3 -40.2 40.2 -38.7 38.7 -37.6 37.6 -36.1 36.1 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -64.9 64.9 -60.4 80.4 -57.3 57.3 - 54.5 54.5 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39:2 -37.6 37.6 -36.7 36.7 -35.5 35.5 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 73.3 70.0 -71.0 70.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 - 53.0 53.0 63.000 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 67.4 500 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3 /16 "HS,.090,3/16 "HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1 -90.01 70.0 Nand a4 Raerkra FX 2/17/03 A REVISE TABLE & OZASS flPES A A C • F.K. 12/17/02 1070 TECHNOLOOY DRIVE NOK040.4. FL 24275 P.O. BOx 1520 NO(O.RB, FL 51274 Visibly Barrcr PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW IMPACT CA-740 I NTS 1 5 d 11 1 7045 -8 4 X 2 O 4 X 0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Ap7>a0raa3uoo07t 83t1n 670 • B parr Z 0 R'oAti - 61bO4 De& Pia- Coated 7- 3/03 Luc- 0. Tur=, P.E. PE X48201 COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR #14 SCREWS XO OR "OX" & 1/3-1/3-1/3 XOX"WW NOTE: IF USING 3/16° TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO° OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5116" LAMI (1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3 /16 "A,.090,3H6 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH A ND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000' WIDE x 63.000" HIGH -90.01 70.0 3 X 3 O X x 0 O x A4g•mrd © gomp YYtB rAtS L,• Florhin Date 0 ROAD Mari pmdutGec4W 34 //03 F.IC 3/17109 A A k=di;y: F.K t.. 12/17/02 REVISE TABLE 8, GLASS TYPE A I070 TEGI4VOLOOYDRIVE NOM= FL 34275 P.O 139X ISO ROX0,1:3, R 54274 • PST lid J Better PRESSURES - XO, OX, & 1/3- 113 -9/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT GA-740 NTS 8 e II 7045-8 A LAx. A. P0. PE C31201 _ ry ING OPTION: A. - 6" • MI (1/8' • ,.090, ) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 36.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG NEG POS NEG POS 37.000 55.500 A 1 70.0. • 70.0 , 70.0 0 70.0 • 70.0 -75.0 70.0 • 70.0 1 70.0 • 70.0 • 70.0 • 70.0 COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR #14 SCREWS XO OR "OX" & 1/3-1/3-1/3 XOX"WW NOTE: IF USING 3/16° TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO° OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5116" LAMI (1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3 /16 "A,.090,3H6 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH A ND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000' WIDE x 63.000" HIGH -90.01 70.0 3 X 3 O X x 0 O x A4g•mrd © gomp YYtB rAtS L,• Florhin Date 0 ROAD Mari pmdutGec4W 34 //03 F.IC 3/17109 A A k=di;y: F.K t.. 12/17/02 REVISE TABLE 8, GLASS TYPE A I070 TEGI4VOLOOYDRIVE NOM= FL 34275 P.O 139X ISO ROX0,1:3, R 54274 • PST lid J Better PRESSURES - XO, OX, & 1/3- 113 -9/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT GA-740 NTS 8 e II 7045-8 A LAx. A. P0. PE C31201 OMPARATIVE ANALYSIS TABLE 11. BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 FTL-3582 "v.1•4 1'1 • 1/.1v S: 6 1/8"A,.090, 8 S B.516 8 6 316' ,.090,3!16 "HS ING OPTIO VENT FIXED WIDTH WIDTH -74.1 70.0 - 64.9 64.9 -60.6 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 "XOX" WIDTH A -75.0 70.0 ' -75.0 70.0 -75.0 70.0 B -75.0 70.0 . -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 69.264 19.125 86.919 24.000 26.000 36.000 38.375 43.000 NEG POS NEG POS NEG POS NEG POS 95.973 108.649 115.892 122.000 123.135 32.000 33.687 34.000 C -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.01 -47.3 47.3 -44.0 126.000 130.000 130.378 134.000 F .1 FK ItT,1Lr. �sa �Lr F.K 26.500 30.000 34.791 35.896 36.000 37.000 n= 3/17,63 A A 17102 48.000 50. NEG POS REG 54.627 B _ -75.0 70.0 -75.0 70.0 -75.0 31.014 A -75.0 70.0 -69.1 69.1 -63.4 42.973 B -75.0 70.0 -75.0 70.0 -75.0 38.919 B -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -80.5 60.5 -57.2 C -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -53.5 53.5 -50.4 48.649 B -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -49.9 49.9 '-46.8 51.892 B -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -46.8 46.8 -43.6 C -90.0 70.0 • -90.0 70.0 -90.0 55.135 B -75.0 70.0 -75.0 70.0 -75.0 56.418 A -75.0 70.0 -45.5 45.5 -42.6 B -75.0 70.0 -75.0 70.0 -75.0 58.378 B -75.0 70.0 -75.0 70.0 -75.0 58.209 B -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 A -74.3 70.0 -43.5 43.5 -41.0 C -90.0 70.0 -90.0 70.0 -90.0 A -72.9 70.0 -42.2 42.2 -39.7 60.000 B -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 REVISE TABLE 11, GLASS TYPES A 6 C T 63.4 -56.5 70.0 -75.0 70.0 -90.0 57.2 -62.1 70.0 -75.0 70.0 -90.0 50.4 -54.5 70.0 -75.0 70.0 -90.0 46.8 -51.3? 70.0 -75.0 70.0 -90.0 44.0 -48.4 70.0 -75.0 70.0 -85.8 43.6 -47.9 70.0 -75.0 70.0 -85.0 42.6 -46.7 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 A -74.4 70.0 -43.6 43.6 -41.2 70.0 -82.8 41.2 -45.1 70.0 -75.0 70.0 -79.9 41.0 -45.0 70.0 -75.0 70.0 -79.6 39.7 -43.5 70.0 -75.0 70.0 -77.1 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 70.0 70.0 46.7 70.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 ' -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 70.0 -71.3 70.0 -75.0 45.1 -41.5 70.0 -75.0 70.0 -69.3 45.0 -41.4 70.0 -69.1 . 43.5 -40.4 70.0 -75.0 70.0 -67.3 1omTEanOLOOrORIVE kra :`..S'. FL 11273 P.O. SOX IS25 NO.TO.` FL 36274 50.4 -47.5 70.0 -75.0 70.0 -90.0 55.2 -52.6 70.0 -75.0 70.0 -90.0 70.0 -79.5 47.4 -45.5 70.0 -75.0 70.0 -73.2 44.7 -42.8 70.0 -75.0 70.0 -69.4 44.3 -42.4 70.0 -75.0 70.0 -68.8 43.1 -41.6 70.0 -75.0 70.0 -67.3 41.5 -40.4 70.0 -75.0 69.3 -65.3 41.4 -40.3 70.0 -75.0 69.1 -65.1 40.4 -39.2 70.0 -75.0 67.3 -63.3 P Viably Bator 625 - 54.000 57.000 60.000 63.000 OS NEG POS NEG POS NEG POS NEG POS 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 70.0 -75.0 70.0 -90.0 47.5 -44.1 70.0 -75.0 70.0 -90.0 52.6 -49.1 70.0 -75.0 70.0 -87.0 48.2 -44.9 70.0 -75.0 70.0 -73.6 45.5 -42.7 70.0 -75.0 70.0 -75.0 69.4 -64.7 42.4 -41.1 70.0 -75.0 68.8 -64.1 41.6 -40.2 70.0 -75.0 67.3 -62.5 40.4 -38.9 70.0 -75.0 65.3 -60.6 40.3 -38.8 70.0 -75.0 65.1 -60.5 39.2 -37.7 70.0 -75.0 63.3 -59.1 70.0 -75.0 70.0 -90.0 44.1 -41.6 70.0 -75.0 70.0 -90.0 49.1 -46.2 70.0 -75.0 70.0 -81.9 44.9 -42.0 70.0 -75.0 70.0 -69.7 42.7 -40.7 70.0 -75.0 70.0 -68.3 42.8 -41.4 68.3 -64.8 41.4 -39.5 70.0 -75.0 64.7 -61.0 41.1 -39.3 70.0 -75.0 64.1 -60.5 40.2 -38.7 70.0 -75.0 62.5 -59.2 38.9 -37.7 70.0 -75.0 60.6 -57.6 38.8 -37.6 70.0 -75.0 60.5 -57.4 37.7 -36.7 70.0 -73.3 59.1 -55.9 r +^ 111.1. CAa40 I NTS 64.8 -61.4 39.5 -37.5 70.0 70.0 41.6 -39.2 70.0 -75.0 70.0 -89.4 46.2 -43.6 70.0 -75.0 70.0 -77.2 42.0 -40.1 70.0 -75.0 69.7 -66.3 40.7 -38.6 70.0 -75.0 70.0 -74.9 61.0 -58.4 39.3 -37.3 70.0 -74.6 60.5 -57.9 38.7 -36.9 70.0 -73.7 70.0 -72.4 57.6 -54.7 37.6 -36.1 70.0 -72.3 57.4 -54.6 36.7 -35.5 70.0 -71.0 55.9. -53.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.8 70.0 70.0 58.4 37.3 70.0 70.0 56.5 36.2 70.0 54.7 36.1 70.0 54.6 35.5 70.0 53.0 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 50.7 '-48.2 70.0 -75.0 -38.0 -75.0 -63.1 -36.6 -73.2 61.4 37.5 -58.8 -35.7 -71.4 -55.7 -35.5 70.0 47.9 -71.0 -55.2 -35.0 57.9 36.9 -70.1 -53.8 -34.3 59.2 -56.5 37.7 -36.2 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 °X0° & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3 /16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 83.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR °X0" OR "OX" AND °XOX° WINDOWS IS LIMITED TO 41.3 P.S.F. PRESSURES- UNEQUAL CONFIG, XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 7 n 11 I1=4r, 7045 -8 I A X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES Approved 03 CC1:+7+t4A3 rAZ 1fi1 Fez 5 21 a NORM / n:[om1 m I!o19:stCcz1 o0 Lam A Ttmv. P.E. P2f L�.�J MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 HORIZONTAL SECTION - XOX n Lii MAX. FIXED LITE — DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE 2) HORIZONTAL SECTION - XX MAX. VENT - DAYLIGHT OPENING (SEE SHT 3) MAX. WIDTH (SEE SHT. 3) - HORIZONTAL SECTION - X REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 9 �Atppprovdca ea oi1i NOAO Pala' 1 Dada ProGcG C0II1701 ?{8tlf,__=2./ FLy. Fa ti;.tits fad stmas ~� A X7102 No CHO TH18 SHEET 10707EOM\7LOOYORIVE 77070 1, FL 91270 P.O. SOX WM HO1COIC1 FL 94274 Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CYJl�2 04.740 NTS 8 11 �vrs cy. 7045-8 A I.=3 A Tur11_7, PE. PE 00201 FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB "X° FRAME JAMB "XX° FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0° FRAME JAMB MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A .434" 4 MATL: 6063-T6 DWG# 7002A 7 2.854° .062" NOM. 3.544" .062" NOM. 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6083 -T6 DWG# 7005A L 2.784" FRAME HEAD, SILL, JAMB 3/2270 3 2.919" Appto".5 p oar - tlyiza c:tl6 L.3 Fktld° ed^. Nana 0:451W '1.V Nteai mc° Pre;:tt Ca°ac FJC t:�ur 0.=c 9/17103 A 17/02 REVISED FRAME ASST DETAIL SCREW SPACING 0� 1070 TECRTOLCOYORIVE AO:W..=, FL 54273 P.O. COX 1520 Rl0(0:_^8„ A:10274 Vitibty Bettc> EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 04740 9 d 11 7045-8 r A LLB A. Tumor, P.E. P01123201 PARTS LIST ITEM 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781PQA 78IPQA 67017K 78X78PPSMS 7858ZA 710xI2FP 6TP247 6163K 61635K 60976 78x12PSTWB 67004 7I2XLPPT 711573 7PLDHD DESCRIPTION MAIN FRAME. - HEAD, SII L & IAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY l2 "X1/2 X1 /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE. #10-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIP. BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8.32 X.375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL 5/16" LAMINATED (lBA & 1 /BBS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (I/8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" 1 AMAATEO (3/I6A & 3/1611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16}LS & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING DEAD (5/16") ('LAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEM14NT FRAME ASST.'IUBE #12 X I" PH. PHIL TEK. LOCK SUPPORT PI ATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE PARTS LIST CONT. ITEM 73 74 75 80 81 82 83 DWG # 7025 7016 7005A 1155 7010 7007 PGT. # 70834A 781PQA DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WLNDO W FRAME - HEAD, SILL & IAMBS #R X I QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .706" .050" C I 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" -" I I .050" .865" .865° 0 7/16" GLAZIBEAD MATL: 6063 -T6 DWG# 7042 .040° 1.000° I _1 .423" ----1 �-- ()CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7008 .125" .062° -mot 1.124" .040° - 83 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 .093" 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 993° 289" 2.701" Apptc.ed exml9y8x2 with Os FLmrM,a 0 Etta / NOM /./453*X4T/ tam{ ?redact Lb-c.1 By A .- -L7e F.K. 3/17/03 uarewc A t» 12/17/02 Fu� NO CHO THIS SHEET 1070 TECI4XOLOGTOWE AOX0.7.:3, a 34770 P.0. COX 1329 =MSS. a 44274 Val* BctaT PARTS LIST & EXTRUSIONS ca ALUMINUM CASEMENT WINDOW, IMPACT CA-740 cs c.�x NTS 1 90 d 99 7045 -8 I A Luca A TLr._r, P.E. PE 639201 L1sFr-itcJ APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM -1 #12 OR #14 SCREWS NOTES: r i , 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM--- - 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) ;I�1111111 1111111111 1 1/4° - MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2° OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS 1 112" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 ".THICK Approvedn complyka with eh0 Florida •, NOM R:3c7S D a— 1 Div GY v*�7 0 tin F.X. rtw,rr FJ 3/17!03 X7/02 A ADDED 014 SCREW OPTION 1070 TCCHJ OLOGYhalve 1L'OX01.= R. 34275 P.O. SOX 1515 NOXO. , FL S274 VLd &(y Ueemr ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Ls�..+. C L� rtY'q trs CA-740 I NTS 1 11 11 I 7045 -8 I A la= A. Tmrcr, P.E PE G.3201