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WS-11-1097Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161015 Scheduled Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: KARASZ, RONALD Job Address: 9800 NE 5 Avenue Road Miami Shores, FL 33138 -2466 Permit Number: WS -6 -11 -1097 Project: <NONE> Contractor: STRUCTURAL & MANSORY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060172020 Phone: (305)332 -4059 Building Department Comments REPLACEMENT OF WINDOWS & DOORS Inspector Comments Passed *4. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 17, 2011 For Inspections please call: (305)762 -4949 Page 12 of 46 Jun -29 -11 03:O1P P.01 Yawax-r d by ualaEax 6/2E/2011 12:43 Advanced lasermaca Un dermritt t- Page 3/4 Clientlt SAM MEW. ACORO,. CERTIFICATE OF LIABILITY INSURANCE THIS MR 7E IS 1 0 As A Mt - OF i F. T1ON ONLY AMU CONFERS NO RiOHTS u OM THE F1-*TE HOLDER. mg CERTIFICATE 00Se Ivor AFFIEMA1WYELY plf NEei/ nliMy AitICNO. =MID c t *r.r>ZR TI}E CtTYE1:A,GE Amnia) sy THE PCLIers SRI OW. Tltls CER1/FMOATE Or INS(IRA$CE DOES NOT CCNS1T7uTE A CONTRACT BETWEEN THE 'SWUM c NAISURERIOj, A40 R@P$ StNTATIVE OR PRODUCER. AND we CENT4'ICATe IOLDEA 1$IP t t .MT. K tea ceettaccie homer Is an ADgt7ICNAL INVIRE13, tEo noitoy"21sa) my rt be endo+xtd. liSUOPIO A1I0N 18 WWAtVbD, subj.ac the lc rma and aohdiSons crt ttv }+,+liar, aartdn poiiniss may ee p.irc sa anatoeaeawnt A ateIement on thin oertlfFoals data not confer dente to Eta eartl*leses Wafer 6i lieu of soon vndorann.n1[sl.. Inoketkiza Advangud Insurance Underic-ilorm 3250 N. 2810 Ave Heltywreod, Fi. 33020 Structural and Macon rr In $M Y Ikea, 1dna MW 1aa st gay es Ittaleeh, FE 33018 05+I 963 -0006 eilkoAtpgq Arienesitt oov _-_ mongd ,L; Vei WY Iniurarice pdoiy , rsvtlIMie:ARsoetart{eAN..lriti co emote a Iii 054N4143* AMOS . 16113.1 1.240 DteDtINq OMA Neil• faYertn t:CVIidlADEN teR11P CAL NYNIRER: TA* IS TO CERTFY MAT Tor T+OI rC16B t]F FNS122palice !AMC taco, WAVE BEEN SAM), TO IML makaRao NAM6p ABOvt POR TM' PDL :r;Y nom rhvlcA TWTh 1-NOnc AMY AeatAfteute -r TL7tM OA CO DITto';TF ANY Cn7RACTOR OmaiDocuMFa wrni AF4PECT .OINKCk Tits CEBT CA1E MAY az ISSUED m AtAY PERTAIN. Tog loss. V,NCC AFFORDED 9Y THE POCtC'G'6 DESCRs$4tr kFRFIH tS SUS.EGT TO 04: L. !Mr TCR IS, 'xaW sons AND et $Df IONS Of• •a,ScN FOLkokA LAUTs SHOWN MAY Aka aim REDUtxb ay PAID et.M1M&S A crime& rlwsruLY 04.70010144402 REVISION NI). anomee .o 4.5614c/W.we...•v 41041NAL a =AA • A Dad;1000 graPPLAINAEGIATE UtslaT APPL APive. PRI AtiTfl441LLE LIABILITY oometSUL none Noodowcw AU 'negl MCA /MUM uAm i es.uus aiADE Low t .1,nr r_Ir+1. sr0AIER9 VOMPOIRSAMA AAA Asolly w 1411 ea,L'�t rttlegrn Y/at i3.41Dt �Lrm:,�-•i" fA ra taoeelliftlk ttms 11 .. -- al�+aoeaA�raOS �T, w WCYQOxi374O3 L ANEW ceSCAAratni ISP CIA RAT10Me O ATIONS:v/100ED/Adam AMNIA no. AAMOmai'Rarnnvsdc,..Wr Ia. mai Nemo ...gn.ra NE=: o'er 3 Gane/dee, General Contractor. * COG OOTSE2 110014/2311 tArrre ar✓ai Oanuaena [l1,On ob0 ME, toe Aaovwea,+ry I1• ;O0.0o4 PdlonL)t¢ta- aLTLt�itlt.Me I2,D14,OOti I sma'rsNS Yplrtml woresee tl !!l.Gn tmc7a JCE T! t 051Q4(200,x j v''7 tZtve 1 (ass Attached Cos lecesi ER Miami Shafts VtitapN 10000 NE 2nd Ave Miami. FL 33138 Hialeah 138 a- r=Acmar,r orAt 11000jON I0 , ,00 !L cneFA0t- meuevnev. 11 D0O000 CAN AHOUW Ally CF yak ArO+.I! o sst7tlBED PoUCE* ae. C ANtxlt:to tRtAitt 7ME eeveraver D*T>: TAtur-OF, NDTlCa amt Oa DE1iVERCI) W ACCONDANap Lenin Teat PGLLtY rizovIStaka. ACCRD I9 (207 mem AS 7Tt1611/MTS2442 silt O Iea8 -1 10 0 00ALP0RATIc t -ut Habits re...reed. To.ACORO nameann ka20, Araregistwad malts DIAMOND _ •3;4e. CSSK =1� } ° -, - M9` :lf•. 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 9800 NE 5 Avenue Road Miami Shores, FL 33138 -2466 Owner Information Address Parcel Number 1132060172020 Block: Lot: Applicant RONALD KARASZ Phone CeII RONALD KARASZ 9800 NE 5 RD MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone STRUCTURAL & MANSORY INC (305)332 -4059 Valuation: Total Sq Feet: $ 10,000.00 200 1 Type of Work: WINDOWS & DOORS No of Openings: 21 Additional Info: IMPACT Classification: Residential Scanning: 6 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $4.65 $4.65 $2.00 $310.00 $18.00 $8.00 $353.30 Pay Date Pay Type Invoice # WS -6 -11 -41229 06/29/2011 Check #: 1397 06/15/2011 Check #: 1391 Amt Paid Amt Due $ 303.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 29, 2011 Date June 29, 2011 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TIE JOB STE ATM OP MST INSPECTION PERMIT NO. TAX FOLIO NO. J 0 / -7,790Q STATE OF FLORIDA: COUNTY OF MIAMI-DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal d ption of prop "stre7i address M ElaMIII I I111HII CF' i4 211 1 R0. 'r? 1 1 4- 4- OR Bk 27722 Ps 3910 (fps) RECORDED 06615/2011 1329 :47 HARVEY RUVINv CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of reconfirtg office 2. Descripti 4 ' i . Of AA A Sfilji Ali XinG f�� 3. Owner(s) name and add,rs: es Interest in property: E j11.10 Name and address of fee simple titleholder • 4. Contractor's = address and phone number: ►il��■ 5. Surety. (Payment bond required by owner from contractor, an Name, address and phone number: Amount of bond $ 6. sander's name and address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number .fDc rn 95 /i 04os ,c' ( d' 11 _ _ • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recwd'mg unless a cfifferent date is specifiec? WARNING TO OWNElt ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART t, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING 1TMCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owns) or Prepared By Print Name Trde/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE ' Authorized Ofricer/DUector/Partner/Martae / Prepared By Catem 20 t Print Name rrtlelOtfice G C ( LAO S*" S f; `#L- e 44°P0_0,Qa- , 01� V`SL . 0 i ( By ❑ Individually, or ❑ as for LI Personally known, or CI produced the following type of identifi Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Parbter/Manager who By By 121m -52 PAGE ono Otra OF F1ORtioA, CO1..P.ITY OF DADE OHEREBY CEP77F: that this rs o trua -espy of Elsa algae] bled in th ci r on day of pp�� 7J U � ® .. `• (� ,, /A U 20 NYi! /VC I hand an filcial Saat 1AR 1V N / . of Ci -61a) Ib)1:h:/ a /6e3S -/ /2 Miami Shores Village e Building Department u� 201 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 y, Tel: (305) 795.2204 Fax: (305) 756.8972 �e ............. INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER. ame (Fee Simple Titleholder): Address: .t& , - Permit No. \E �J )011 Master Permit No. Phone#: City: %v1Llisl/ L State: Zip: 3 13 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: cCO l0 l®' rye 6 /.i 0 e, d. City: Miami Shores Coun Folio/Parcel#: 1 1 .91:90(4) D fl ,QO Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: '")' 1 ! CO Y vi, c9 e, City: C! 0 i d ' '1 State: if) ( Zip: 3a 0 / Cam. Qualifier Name: Et O' A 3 6 orz2ct le .2- Phone#: State Certification or Registration #: -. 0- :57o 05.7 g Certificate of Competency #: Contact Phone#:�aO '`9te "CO G Email Address: DESIGNER: Architect/Engineer: Phone#: Miami Dade Zip: NO Flood Zone: 0D -00th Value of Work for this Permit: $ 10 ( 0004 Square/Linear Footage of Work: Type of Work: OAddition OAlteration UNew Xepair/Replace ODemolition Descrip • : of Work: nt rr ace bo s boo g Z S x **** * ** **** * * * ** ****a***** *ter* * * *** ****FeE s** *****s* use * *** **** *x ********�r**** ***** * Submittal Fee $ Permit Fee $ ■/ v_� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Tecbnology Fee $ Double Fee $ Structural Review $ 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 , osted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was a As owledg. s k ; ore me this dayof ,20 u ,by o1, L :�j who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signatur Con cto The foregoing instrument was acknowledged before me this 13 day of W ,20 (( ,by 0Ae.61EY1201E? who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: MADAY DE ARMAS -SOUS MY COMMISSION # DD 950325 `= EXPIRES: February 7, 2014 Bonded Thru Notary Public Underwriters *** **** * *** ************** *************** APPROVED BY G 1iLO, Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06110P2009)(Revised 3/15/09) MAOAY DE ARMAS -SOUS MY COMMISSION # DD 950325 EXPIRES: February 7, 2014 Boned Thru Notary Public Underwriters Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD. 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 (850') 487 -1395 GONZALEZ, OSCAR JULIAN STRUCTURAL & MANSORY INC 7901 IST 25TH AVENUE #3 HIALE .H FL 33016' Congratulations! With this license you become.one of the nearly one million Floridians licensed by the Department of Business arid Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, ptease log onto ww.myftoridalicense.com. There you can find more infonnatiorr about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better- sothat you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license!: DETACH HERE 'DOES;; L. DO NOT FORWARD STRUCTURAL & MANSORY INC - OSCAR JULIAN SONZALEZ 7901. W 25 AVE 3 HIALEAH FL 33016 SEE OTHER SIDE Client#: 84660 STRMA6 ACORN„ CERTIFICATE OF LIABILITY INSURANCE re ? DATE (lAstroruYYYY} 5106121111 THIS CERTIFICATE IS ISSUED AS A. MA I t>=R OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER: THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the cettiticate holder is an ADDITIONAL INSURED, the poiicy(ies) must be endorsed. If SUBROGATION 1S WANED, subject tc the terms and conditions of the policy, certain policies may require an endorsement. A statement an this cart -lice& daes net confer rights taithe certificate holder in lieu of such endorsement(s). PRODUCE{ - Advanced Insurance Underwriters 3250 N. 29th Ave Hollywood, FL 33020 INSURED Structural and Masonry Inc SMCY Inc -- 10760 NW 138 St BaTT #`5 COVERAGES USN 1 ACT NAME PH°17 9514 963 -6656 (WC. Nq Est;: L ADORE:": PRUULIL.E.It CIISrOMERilad: NC 9549641438 INSURER(S) AFFORUIMGCCVERA1 1NSUff> RA: VInings Inc nsurae. Company NA1C 1+6532 1NSURERa: Association Ins Co 1124 CEt2.Itt -1CATE NUMBER. INSURER F: --- - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIS IEu BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THEPOLICY 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•AFF'ORDEu EY -THE POLICIES'DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, IRsa EXCLUSIONSAND CONDITIONS OF SUCH POUrdES• LIMITS SHOWN MAY HAVEBEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSIIRANCE NSF{ n POLIGYNLIMBER A GENERAL LIABILITY Iasfuontrr.Yx} Q/+ Y.'ty LIMITS GLP006844401 • 0612412016 06t2412011 EACH OCC9JRRENc s s1,000,000 X COMMERCIAL GENERAL LIABUITY DAMAGE TO RENTED CLAIMS MADE 1 X1 OCCUR PREMISES (Ea =mamma) x100,000 X PD Bed :1,000 GENLAGGEEGATE IIMITAPPLIEs PE3� PCLICY JPCTPRCI- LOC AUTOMOBILE L IABILtTY MED EJCP (Any ane person) S5,110O PERSONAL S AOV INJURY 11;000,000 . GEWERALAGGFe.GATE s2,000,,000 PRODUCTS - COMPJcPAGG x2;000,000 ANY AUTO ALL OWNED ALm73 8a {EDUCED AUTOS HIRED AUTOS NON -OWNED AUTOS UMBRELLA LUIa. t-StESSLIAB WORKERS: COMPENSATION- �'°^°• • - rANI :EliP[.CRIER idAHILiTY ANY PROPRIETOR PARTN OFF{ ,_. . -:.. (MaedatotY IXOLUOEiI7 Y NtA: CLAIMS -MADE L OMBINED.SINGLEL1MIT IEaaccIaera) s -BODILY INJURY (Per person) BODILY INJURY (Pera¢iderrt) S If yes. desafbe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/ VEHICLES (A#eac3, ACORD 101, Adidttlorsd tarnArks Scii dui , ifs yp ca s TBIL+trsd) '* Workers Comp Information *" ProprietorsiPartnersiF _xPrlttht'e OfiicersiM8tnbers Excluded: (See Attached 13esscrip5ons) CERTIFICATE HOLDER WC SrATLI- TS EL EACH ACCIDENT... _. - M- .s1t1012411313, EL: omEA8E- EAEMEL.OYF_' S1,D Oa, O00 OTH- EL..DISFABE - Palo LIMIT si,.Q00 D00? Miami Shores Village 10050 NE 2nd Ave Miami, FL 33138 CANCELLATION &WIRD ANY OF THE ABOVE DEEC;R)EER PoLIMES BE CANcE T ED REEORE THE ici.iFIATIoN. DATE THEREOF: N OTIcE Wn_I, BE u uv 1 Fn H+I ACCORDANCEWIIH THE POttICYPROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (ZOOMS) 1 of 2 #S7514811M751476 /L$ @'1988 -2449 AC: - D CORPORATION. Ai) rights reserves. The ACORD name and logo are registered marks ACORD BMA I p 7j ,nyy • • • • • • • .. • • • • • L, • .-.. • •••- • • • • • .. • • • • • .•• • • WIND CALCULATIONS PROJECT: ••• IPACT WINDOW/ DOOR INSTALLATION AT: • • •- • 1,0S II---1 9800 N.E. 5TH AVENUE ROAD MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY Miam Shores Village APPROVED BY ZONING DEPT BLDG DEPT DATE SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS CA STR i JUNE 8, 011 PREPARE I BY: LOS M. PER , P.E. CTURAL EN INEER L. P.E. #: 54„44 .B. #: 0077.1 "YOUR ON -CALL E IN ERING COMPANY" 9420 S.W. 1 1 2r1t STREET, MIAMI, FLORidA 33176 TEL (786) 242 -1720 - FAX: (786) 242 -4399 STRUCTURAL ENGINEERING CONSULTANTS, INC. PROJECT €400')E 19 9420 S.W. 1 1 2TH STREET SHEET NO. Z- 1 MIAMI, FLORIDA 33176 DATE TEL: (786) 242 -1720 - FAX: (786) 242 -4399 DESIGN CALCULATIONS • CoOS+ AScE 3-05 • vIik* veLacr9 = 1`4) M P • r:APOSvRE CAPC4Di = C by r • =04bi t�RN . r. p-tOK (s) = 1.00 • . • • I. oo s •. :•t. • g)' .PitKss. Efin5311E u .CKb)) • 85 fRoln . • • Aar, SLmi. «'-. • %Nell 531, NAskitowes-r Dien (02)-4 • (ii; j 4 RGDr.. ms t6 Pt-r <h) :, 13 L-to `) • .Itt ribANCRDI Wah COQ 5 0,7-0.47431-61= 51-5 " 4-- at O.1 ". &j r • q h= © c02.5Co Kli Kl.k. \< • �h = o. vo Z5(o(0,85)(1.00 1.00X14t (1,00) • %I -4 6,38 PSF • ID= 5v,Cam) r,( ) v- NERc : Ccp1;, = 0.18 m, 51100 wiNDoW5 GRIT. '?Re-A< I DcOv25 cerr, Rffl = [Qj 2oNC ; 4 5 4 S 'Cro(1) GCe(-) Fri "t.ssvPE (i) fvv* soc-rioN ( -) P..i F 1 e to —1e10 11 4 53,3 1.40 —1,40 X4'3- —-3Z' ©. 35g —1'o5 -I-52-( 59 ,2, o9 6-S` - -I.3io -f-524 —65 -o STRUCTURAL Village of Miami Shores Building Department Miami -Dade County, Florida • Jobs • • lrnpact Window / Door Installation at: • 9$00 NT? 95 ` Avenue Road, Miami Shores, Florida RM.' 'Window / Door Units Design Wind Pressures • . • • • • .• • • • • • • •aal •Sirs: •• •• June 8, 2011 • . re ereby attest to the lleos ,oJ our knowledge, belief, and professional judgment that according to the above • referencedbuil avg's confijation, height, and category that the maximum design pressures for exterior openings are: • •••• • • •• .. • •. •IND OWS! Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf DOORS: Positive Design Pressure (Zone 4): 52.6 psf Negative Design Pressure (Zone 4): 57.2 psf Positive Design Pressure (Zone 5): 52.6 psf Negative Design Pressure (Zone 5): 69.0 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -5" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: * Building Category: II * Building Mean Roof Height: 13' -6" * Exposure Category: C * Basic Wind Speed: 150 mph Anchor spacings and installation of glazing / window systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If yo co cerely TRUC uld happen to have any questions or concerns regarding this or any other matter, please do not hesitate to • F arlos M. Per P.E. #: 548 ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 06/08/11 P.E., Structural Engineer "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 1 2TIi STREET, MIAMI, FloRidA 33176 TEL (786) 242-1720 - FAX: (786) 242-4399 MIAMhI7lApE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005-1, titled "Aluminum French door & Sidelite- Impact", sheets .1 through 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by 'shag I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER1'1F'ICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1x14.1 1. LLKL Ishaq I. Chanda, F.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.485") CONSISTING OF (1) LIFE OF 3116" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7116" LAMI NOM. (.485") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O X�X XO.OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT F rL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., Slit. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GETS BrE EXT. - 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18" HEAT STRENGTHEND GLASS .402. A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS — .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRDIGTHEND GLASS .485 -- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS. 1 GLAZING DETAILS 1 DESIGN PRESSURES2 ELEVATIONS._ ....... 3 VERT. SECTIONS...- .._.... 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE. 8-10 Approved as complying with the Florida RoMfarg Cade Data esx4oh.i 15,7m7 NOM 07 -co 4Z4'• /47 Miami Dade Product Control +3: Vera Reed By FA: Bea 0111007 Madam 8 Rem Of AK WHIR tam* Dane F.K 2/2W07 asata A 3ARIFYEAT. OF RASA t7V9LVLTNpi01118SN42MAR,IRE AUDG[A88BITE IMAM L, 4A7A1kitllEYAO.ti ADD RAM= TNi., REVISE HOIEt MASS DEPV.AADD NOSE& '1070 717CID .of2YDMINE NOK017111, FL MR P1488 icguir R 34Z71 rA""eraF tar" J.J. 85 -- Vidbly Berner NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LTIES, IMPACT 1X �1 ft d 10 110054 B a 1 L Calk, P.E. PE 338112 Massimo) TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS XWMDTH XX WIDTH 3° 371/2 "16° 713/4" 0 WIDTH. DOORS WITH GLASS TYPES A B, C OR D HEIGHT 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8 °- 953/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 3618" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -88.6 +63.1 -63.1 O WIDTH 1' 36 3/4" SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH 2° 25 1/2" 27 1/2" 29 1/2" 26 31 1/2" 28 33 1/2" 351/2" 30 37 1/2" SINGLE O WIDTH SIDE LITE XX WIDTH 68 - 79 3/4" 7°-833/4" 87 3/4" 91 3/4" 8 °- 953/4" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 60 71 3/4" 10 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -724 +68.5 -68.5 +65.0 -65.0 +61.9 -81.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -524 27 3/4" +52.9 -529 +49.9 -49.9 +47.2 -472 +44.7 -44.7 +42.6 -426 3618" +35.2 -35.2 +35.2 -35.2 +35.2 -352 +352 -352 +34,4 -34.4 38 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 318" LAMI (1/8" A, .090 PVB, 3116" HS) B. 3/8° LAMI (1/8° HS, .040 PVB, 3/16" HS) C. 7/16" LAMI (3/16° A, .090 PVB, 3/16" HS) D. 7/16' LAMI (3/16° HS, .090 PVB, 3116° HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX1XO WIDTH = 7312' MAX. OXO WIDTH =1091/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4' 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX 13 FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85" HIGH DOUBLE DOOR WITH 3612" SIDE LITES DESIGN PRESSURE = +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4' WIDE x 80' HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE = +43.1 /-43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH ® REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved es emoIdYi"$ with B,e Reside 2001 Date � 1 Weed Dade "naudC°'t"4 RtrarIBT FX aft Itsoboc 6'tBRA B ftrowd* tole FJC m487 "Fc Itsobkac A ap REV�TABEE20E81GNIPR ABOtxAI IFEDNO ABNA VERSION ,B7B7 E F. T Cron+> russrn>Saiuzs� arm BAIANOYEBBM WAWA Fume REV NOTE f,PASADDNUTA71DNSTDTABLEfA1D2 P,o,noxt67io R$BA�tAX DEVA INPRESSU REAi7DADAMT.AUDPBPoRTA&.ET NOKOMM, FL 3l274 Yldblp setter DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Mat 1X 2 + 10 a"row 11005-1 taw B 731/2' MAX ._363/4" MAX SEE NOTE 4 OX OR XO 371/? MAX A -•-� 95 3/4• MAX HT. TYP. 84 3/8' MAX DLO TYP. A ---I X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.• FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LITES OVERLAP 'X' AND'XX DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO"XXO','OXX' AND '0X(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND'X)C DOORS AS FOLLOWS: (7C DOORS = WIDTH - 5.648) (9X' DOOR = DOOR WIDTH/2 - 4.079) 1091/2' MAX MAX --.1-.-SEE NOTE 3- -- ii 0 E a i E/E X CD / / / -1E \ ` XACT \ E O 1) / / Er /z INACT. i �E 0 SEE NOTE 4 OXO LSEE NOTE 4 38 3/4" MAX. 143 3/4" MAX SEE NOTE 3 38314" MAX. 1 A` , (f2' 1 Er 0 CD / / / -1E \ ` XACT \ 1) / / Er /z INACT. i �E 0 SEE NOTE G G SEE NOTE 4 4" •) DOOR DLO HEIGHT = HEIGHT - 11318" DLO WIDTH 7C = DOOR WIDTH - 1215/16" DLO WIDTH'XX' = DOOR WIDTH2- 11stir SIDE UITE DLO HEIGHT = HEIGHT -11 318" A DLO WIDTH = WIDTH -3 1/8 Apy,,,vc:: x:.a,:,.t•;h,R with ttu Fhwos, :t dear u G C•x:2� rraG L$(� i N-4k O7—. fj _„cis• q 2)„ 1 k,,,41)21.• Radar LW Meadow Rend* INfic Fx 87RV7 ez FX o ter DO6 • 5K 227/07 Dik 7 RwYbs 8 Ankles A *mind* COR✓RCTVEM CAUXONAJFORUWAS AAlOLOF MIAABFOR DOORNA7EZECREAtm000RDLOWIL QA8RP1'DEM DOLTAtm SPECIFY 7CAC1: A10 W I NICT.. &23V7 715131itiOLOGY DRIVE 94275 IF r P.Q 80X 1AA9 FL 9874 Visibly Be*t r ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a..eud,r FD101 tcr" d".s NTSI 3 +10 Orsabgax 11005-1 B tto EXTERIOR INTERIOR EXTERIOR INTERIOR MAX. DLO MAX. DOOR HEIGHT MAX. DLO MAX. SIDE LITE HEIGHT SLVIEWG -G CORNER ASSEMBLY Fame* tmar DOOR SECT. A A SL SECT. B-B Fee Art VERTICAL VERTICAL Fa.dI EK Fre Asmtl37. 711r H.dd.a: •A NOCCA CIFTIOB T. FX OAWDGELENQLOWNEROSE CKOYATCORKFRA88EMOLY a.m* nor cheabda. orae F.K. 022/07 J.J. &2W7 1070 TBZIKOLOGYDRIVE NOKOMIS, FL 34275 P.0.80X1620 NOKO4OB FL 341774 PEXAMPLE ELEVATIONS T ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly O" F0101 1/2x 4 + 10 /00S4 Approved as comoll'hIll with d. Florida Battling Dee 0 iZoe7 NON O7 -0 24. /Q Miami bade Product Comsat s� t mjd.. n r..4ti / 1/46! P.E. z Structural Max. DLO MAX. X WIDTH a • IOC SECT. C-C HORIZ. 11 DLO SL WIDTH IC SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY DLO MAX SL WIDTH INTERIOR EXTERIOR MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as %tamm CalllaB.rt� the Florida Uwe l� T (� _ p Z D Miami Dade Produce tostro1 RavelBr Oft Rabtoese FX Rwdy: FX FJC Dthe Aft 8?497 2727A77 NrN or 8 Heibrs A atwmlaF J.,L NOCHANOE710381567. 1070TECHAVLOOYDRIVE NOKOtt11L R.3a78 AabzoaRMIRDELI RIBECTIONEESV EamEL3FTOBECT..FF P.O. BOX1II29 NO1001513 FL 95274 Oda 8121,177 I Pt-T Vidhl� Beams' VERTICAL SECTIONS AWM. FRENCH DOOR & SIDE LITES, IMPACT FDIOI 2x I 5 + 10 I°°4° °1100 1 Robert glop P.E. PE 839712 Structural ITEM DWG PGT# DESCRIPTION 1 2 3 4 6 8 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 9438 60411 FRAME HEAD 1010 60300 WSTP.,0 -LON .190 X .375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 955 7955X FLUSHBOLT STRIKEPLATE 938 956 7938X 2 PT. LOCK STRIKEPLATE 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPXP #832 X .500 PH. FL. MS - S.S. W /SILICONE PATCH 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 8533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 11004A 811004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 (MOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 9150 60380 FRAME JAMB (OUTSWNG) 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 8608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -15 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 1048 71048 JAMB SCREW COVER CAP 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X .750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 30 9100 31 911E 32 917 6910 DOOR PANEL, TOP & BOTTOM RAIL 6911 DOOR PANEL, SIDE RAIL 7FRMO HINGE EXTRUSION 33 34 1178 71058FP W,B #10 X .625 PH. FL SMS 913A 80378M TRUSS CLAMP 35 1130 BTRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 39 7834FPT 88 X .75 PH. FL TEK 997 70997 40 1023 67924G 41 928 41720 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3000 SILL DUST PLUG (INACTIVE PNL) 44 9836 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 46 1213 60200K 47 929 74UBLOK DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 88 X.750 PH. FL SMS 49 982 50 FD2PTAY 6R180FS 2 PT. LOCK ASSY. RUBBER SLEEVE 51 930 41721 52 931 7FRSPX 53 1118 710X34PFA STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X .750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM DWG # POT# 60 920D 6920D 61 921D 6921 62 9166 60381 83 1155 781PQA 84 998 7998 65 999 7999 66 934A 61641M 67 70 71 72 73 92 93 94 95 96 DESCRIPTION 712653K 71267K 4222A 64222 988 6988 988 64988 SIDELRE HEADER SIDELITE SILL SIDELTTE JAMB • #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDEUTE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTING BLOCK, 3/32" X 1/4 X 1" W/PSA SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA BEAD, 7/16" BEAD, 3/8" BEAD, INTERIOR 97 98 102 1224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11008A I41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF-11-1E SHELF DEAD BOLT LOCK U U 380 .055-- ►�(+ -� 13 OUTSWING THRESHOLD CHANNEL. COVER 8063 -T8 .850 ZZ TUBE MULL 8083 -T5 1.000 Approved as complying with the Florida 0 Code Date i c NOAa !Mimi Made Product ootxd sr Rewaioas qtr EFL Maier One Rbeske,e 00807 e NOCNIN0E11338♦ T. FX 811407 A IMMIX IDFADJ LTMID'Mk)NEpmaID OVLY. ro MENS1. maer Deli cnadnaer one Fx 20287 J... 501107 10707ECHNOLOGYDADE M88» R3, R31275 P.Q. BOX UM NOKOMIS, FL31370 PGT TrsdLSy �r PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Faio1 1/2x 8 a 10 110084 B L (lark. P8. PE 038712 Structural 4.628 4.000 LtThfl 4.726 4.100 DOOR PANEL DOOR PANEL TOP & BOTTOM RAIL 31 SIDE RAIL 6063 -T5 6063.75 3.655 1.400 .550 .050--4+ - FILLER HEAD ADAPTER 6063 -T6 3.000 ---1 .050 .079 1.489 1.479 J 3.000 --►{ 11 OUTSWING THRESHOLD Rood* DIPC *Ws Rau I By: data FX WIMP Read lip Peso a,: Fit 1.000 F. 12511 JI .75 4.728 R 0 I TRUSS CLAMP 6083 -T5 4.100 5.459 6.085 0 4.675 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 DOOR PANEL 4g EXTERIOR ASTRAGAL 6063 -T5 _r ft 1 R11 .075 L .750 4.588 1 5212 OSL HEADER O SL SILL 6.. 6063 -T6 61 6083 -15 3.000 1i 20 DOOR FRAME, JAMB 6003 -T6 -1.578 .050 62 SL JAMB 6063 -TB 1 3.000 830 r-- 4 2.986 .050 SL JAMB 66 ADAPTER 6063 -T6 37 WEATHER STRIP CHANNEL 6083 -15 e ,Z HINGE 6063.75 0.375 .125 Approved as comptyhta with the FIorkda Code �7 Date 04.7 /PI' NOAB n7� -e(r o Mbmi Dade Product )onu& P By �_ . . I. uyQae% twee ann o _ 7/17107 Itsdakee 8 rte A il7CHANGt 1FR3ffiBT. AdA'DOOR•7O REV 27a eYA88awML 70RE 6*81.44 48 462 1,07 7aroTEiO60o90RIVE NOKOMIS, FL 3778 P.O. BOX MS MAW* 8.3774 F �T Visibly Reiser EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LT ES, IMPACT R}101 Shot 10 Demist& 11005 -1 B 1 X17 ti tt rt L Clark, P.E. PE 1,39732 Stmetutel 7. JAMB ZONE "B" JAMB ZONE "A" HEAD 1 ZONE "C" I JAMB ZONE "A" SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD t- ZOENtZON HEAD t 1 "E" <\OxO I-zoNE4--ZONE "F" -4ZONE- SEE TABLE 7., SHT. 9 ZONEHEAD ' I ZO 1 XX SILL SILL ' ZONE "D °ZONE "D'_I SEE TABLE 4., SHT. 9 JAMB ZONE B" HEAD I ZONE O I_ SILL _I ZONE "E" SEE TABLE 5., SHT. 9 �� {_HEAD I ZONE "D' I y ZONE "F` I Z 'ZON'D"�ZONE F"�ZONE4 SEE TABLE 7., SHT. 9 z N HEAD HEAD EXAMPLE ZONE "D"�ZONE °E" I ANCHORAGE SOLUTION / <XOOR ♦ OX JAMB ZONE "B" 1_ SILL SILL ZONEE °D "ZONE "E°� SEE TABLE 8., SHT. 9 1-ZONHEAD E I ZONE .-I—ZONE IA ID z m$ // OXX \♦ � n > I JAMB ZONE "B"-f f JAMB i <XXOOR \♦ // x 'ZON'D"�ZONE F"�ZONE4 SEE TABLE 7., SHT. 9 z N HEAD HEAD EXAMPLE ZONE "D"�ZONE °E" I ANCHORAGE SOLUTION / <XOOR ♦ OX JAMB ZONE "B" 1_ SILL SILL ZONEE °D "ZONE "E°� SEE TABLE 8., SHT. 9 1-ZONHEAD E I ZONE .-I—ZONE IA ID z m$ Y, x X RP. A I I/ � / OXXO .\ • " . \♦ ♦ � n > t } - JAMB ZONE -131 < x 7 \♦ x // 1 Vvu - SILL ILL }—ZONE ' ZONE "F°�ZONE ZONE-1 SEE TABLE 7., SHT. 9 FOR A CONCRETE OXXO INSTALLATION A. 19'x83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS: B. 71 3/4" x 83 314' XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH .IAMB AND 2 +5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 3/4"W 70C DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4' ELCO TAPCONS 2. 1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS AND 20 718" MAX O.C. HEAD & SILL OF SIDE LITES: 8' MAX FROM CORNERS AND 24 3/4' MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Apptovt,1 es mac; tng with the nitride Drte ig!`° NOM 07.-.94Z9. fn Mini Dade Prodnet Control :Moll I . C4 - Rooth* Wm Romeo* Rawl* FX Road Bic FX bow ibe FX ZINO B IIOORANOEfld3 T.. CH CHANGE 2270R UV ANCHOR ZONE FROUVID V. Mb ANCHOR TYPES Wee ffi14fi7 2/22/07 R..taax A maim lbp J.J. Das 829/07 WO TECHNOLOGY DANE N tcas R.34876 P.O. D¢C1619 NORINft 834274 ANCHORAGE; CONFIGURATIONS ALUM. FRENCH DOOR & SIDELlTES, IMPACT BorYNI a at taw Doom Aws Mot 8 10 11005-1 B a TABLE 3. X DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 6. Q SIDE LITE TABLE 6. XO & OX TABLE 7.O_ XO, XXO, OXX APPROVED ANCHOR TYPES: & OXXO 1.1/4• ELCO TAPCONS 2. 114• ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 6. GLASS TYPES ANCHOR TAPE & sUBSTRATE A, B, C, D GLASS 'TYPES ANC OR TYPE & &UBSTRATE A 0, C, D GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D GLASS TYPES ANCHOR TYPE & sLES1RAlE A, B, C, D CRASS TYPES ANCHOR TYPE & sUBSTRATE A. B. C, D 2,3, W000 1,2, COnIC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, co, 2.3. WOOD 1,2, CONC 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WID11HS LOAD IDNES yams LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES X• - 25.50 TO 37.50 ik x _ � . 131.-9 I. y 5' p4.. c3 x x iu ' x PLL P aJ N r? ; 1fi u @� x x G XX' - 47.75 TO 71.75 a m 0 ffiffim d bar a 0 0 a . ,: K "Cr - 10.75 TO 36.76 !" 0 0 it 0 1 �° 0 4 o 1 '7P - 25. • TO 37. + 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 - < , x x • X" - 25.50 TO 37.50 ')OP -47.75 TO 71.75 o x o 4 0 2 i re 5 CO WDM x HT. WIDTH x M WIDTH it HT.. 10.75 x 79.75 83.75 87.75 91.75 95.75 12.76 x 79.75 83.75 87.75 91.75 95.75 s WIDTH x Ht. 10.75 x 79.7. 83.75 87.7 91. - 95. 12.75 x 79. • 83.75 87. 91.76 95. • SIDE LITE WIDTH x Hi: 10.76 x 79.75 83.75 87.75 91.75 95.75 25.50 x 79.75 83.75 87.75 91.76 95.75 5 2 7 4 2 3 47.76 x 79.76 83.75 87.75 91.751 95.751 51.75 x 79.75' 83.75 87.75 91.75 95.75 4 3 6 4 2 3 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 6, 2 7 4 2 3 5 4 5 4 7 7 4 2 4 2 3 3 4 4 1 2 4 4 1 2 4 2 4 42' 2 27.50 x 79.75 83.75 87.75 91.75 95.75, 5 2 7 4 2 3 12.75 x 79.75 83.75 87.75 91.76 95.75 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 4 2 2 5 2 7 4 2 3 5 4 7' 4 2 3 4 2 4 2 4 2 6 2 7 4 2 5 5 4 7 1 4 2 3 4 2 4 2 4 2 4 2 6 2 7 4 2 5 6 4 7 4 3 5 4 2 4 ..1 2 4 2 4 2 29.60 x 79.75 83.75 87.75 91.75 96.75 6 2 8 4 2 3 56.75 x 79.75 83.75 87.75, 91.75 95.75, 5 4 7 4 2 3 19.00 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x 79.75 83. • 87. • 91.7 95. • 4, 3 4 3 4 3 19.00 x 79.75 83.75 87.75 91.75 95.75, 4 3 5:2 8 4 2 3 5 4 7 4 2 3 4 2 4 2 4 3 4 2 6 2 8 4, 2 5 5 4 7 4 2 3 4 2 4 2 4 3 4 2 8 2 8 4 2 5 6 4 7 4 3 5 4 2 4 2 4 3 4 3 4 3 4 2 6 2 8 4 2 5 6 4 8 4, 3 5 4 2 4 2 4 3_ 4 3 4 2 31.60 x 79.75 83.76 87.75 91.75, 95.76 5 2 8 4 2 3 59.75 x 79.75 83.75 87.75 91.75, 95.75, 5 5 8 4 2 3 2t75 x 79.75 83.751 87.75 91.75 95.75 4 2 4 2 21.75 x 79.75 83. • 87.75 91.7 95.7. 4 3 4 3 4 3 5 3 6 3 42 21.75 x 79.75 83.75 87.75 91.75, 95/5 4 2 8 2 8 4 2 5 5 6 8 4 2 3 4 2 4 2 4 2 4 3 4 2 6 2 8 4 2 5 6 5 8 4 3 5 4 2 4 2 4 2 4 2 4 3 4 2 8 2 8 4 2 5 6 5 8 4 3 6 5 2 4 2 5 3 4 2 Adaaad as astaeh'rOx with the Florida Bit Code Date de-r / ?/ 2e1 7 NOM eF 7- el /7f.le IT aDada Product Coatrat By (1rieA. 1 �5 7 2 10 4 2 6 8 5 8 4 3 5 5 2 4 2 4 2 6' 3 4 2 33.50 x 79.75 83.75 87.76 91.75 95.75 6 3 8 4 3 3 63.75 x 79.75 83.75 87.75 91.75 95.75, 5 5 8 4 2 3 27.75 x 79.75' 83.76 87.75 91.751 95.753 38.13 x 79.75 83.751 87.76 91.75 95.75 5 2 4 2 27.76 x 79.7. 83.71 87.7 " 91.7 95.7. 38.13 x 79.7 83.7. 87.7. 91.7. 95.7. 5 3 4 2 4 2 27.75 x 79.75 83.75 87.75 91.75 95.76 5 3 4 2 6 3 8 4 3 5 8 6 8 4 3 6 5 2 4 2 5 3 5 3 6 3 8 3 8 4 8 4 7 5 7 5 5 3 4 2 8 3 8 4 3 5 8 5 8 4 3 5 5 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 3 4 2 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 8 3 4 3 7 3 10 4 3 5 7 6 10 4 3 5 6 2 3 4 4 2 3 6 3 4 3 35.50 x 79.75 83.75 87.751 91/5 95.75 8 3 8 4 3 5 67.75 x 79.75 83.75 87.75 91.76 95.75, 6 5 8 4 3 5 36.13 x 79.75 83.76 87.75 91.75 6 4 4 -47F 3 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 3 6 4 µ t 6 3 8 4 3 6 6 5 8 4 3 5 7 3 4 3 7 5 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 6 7 6 10 4 3 6 7 3 4 3 7 5 96.75, 7 6 4 3 • /V y, • J 3750 x 79/5 83.75 87.75 91.75 6 3 8 4 3 5 71.75 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 5 36.75 x 79.75 8 3 4 3 38.75x79..6 83.7. 87.7. 91.7. 95.7 4 6 4 7 5 38/5 x 79.75 8 4 4 3 6 3 8 4 3 6 6 5 9 4 3( 5 83.75 6 3 4 3 83.75 5 4 4 3 7 3 10 4 3 5 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 b 4 3// 7 3 10 4 3 5 7 6 10 4 3 5 91.75 7 3 4 3 7 5 91.75 7 5 4 3 95/5 7 3 10 4 3 5 7 6 10 4 3 5 95.75 7 3 4 3 7 5 95.75 7 5 4 3 Mad -h •.�. ...., 1070173318 ..GYORNE� NOW" PA. BCXC1628 BC3(DBB3, FL 34274 -� Dom.w0 ANCHOR QUAM�ITYLOAOZONETABLES �j` i 2/�% LCIB*,P.E. 839712 SwewDr ,* FJC uae WWII RnWea B NOCANGE7HISSEEr: te• ALUM. FRENCH DOOR& SIDELITES, IMPACT °o, F.K Dam* F•K WNW Dee 2/2207 Aa.�a A � CleoF .14. ADD%LSO BEHYTABCEOWTABCE4.'v QgAI ZAB E3.FERD2ONE T7701BANDCCJBBl> ADDIS'TDANCHORTYPEZ Dee 6121107 Visibly, Aaraw.0 FV101 ter: NA tawt 9 r 10 Derma 11005-1 w.e B 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4* MAX. SHIM MIN. STAGGERED CENTEFtS, TYPE ON WOOD 2 OR 3, NOTE 1 1111416 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ext 1X WOOD BUCK, NOTE 2 13/4 MIN __I ED.- I 1 3/8" TYPE 1 13/4" TYPE 2 1/4" MAX SHIM CONC. ANCHOR, 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR NOTE 1 TYPE 2 OR 3. 1 1/4* TYPE 1 OR 2 (CMU) y y NOTE 1 1 3/8. TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4" TYPE 2 (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1/4" MAX SHIM 1/4" MAX. SHIM -41 1 W TYPE 1 (CONC) DOOR HEAD (CONC) 1/4' MAX. SHIM 1;11 it. mow lie: mime :1;11. 13/4" I 1 3/4* MIN. ED. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 t • 3/4* MIN. E.D. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 ; 11 WOOD [ft A iiriii MI/ 11,111 ANCHOR, 1 _ ....„ ,.”.3/4" i. MIN. E.D. TYPE ': 2X WOOD EXT. NOTE 1 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 1 3/4" 1 3/4" TYPE 2 (CONC) , MIN. E.D. 1.5 KSI MIN. CMU OR 3.41(51 MIN. CONC. 1 3/4" MIN. E.D. DOOR JAMB (WOOD) DOOR JAMB (CONC) CONC. ANCHOR, NOTE 1 NOTE 3 F1/4" MAX. 1 3/8" TYPE 1 i 3/4" TYPE 2 - 2X WOOD BUCK, NOTE 2 mitt 1 ED. 3.4 KSI MIN. CONC. DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) 1X w000 BUCK, NOTE 2 1/4' MAX SHIM 2X WOOD BUCK, NOTE 2 I 13/3* MIN. 3.4 KSI MIN. CONC. „ • 3/4" MIN. ED. SIDE LITE SILL (CONC) 1/4" MAX. SHIM 1 4318* TYPE 1 .:1 3/4" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, 65 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF 114E SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. FtesslOp Ode FtwIstwe MCI neonate 8 NOCHANGETHISMENt ANCHORAGE DETAILS Approved as votept..an with the Florkta Wonting Code Date CT lir t ?OD NOM .77-06251. id Mimi Dade Pivoted Control :1111 LI I . (1 o.tavio. ALUM. FRENCH DOOR & SIDE LITES, IMPACT COUNTY: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 Through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinecode NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram' of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- .. No. FTL 3587 dated 1 0/8/02, signed and sealed by Jo e.h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 08- _ .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 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 three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 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. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th= ies C -740 Aluminum Casement Window — L.M.I., approved • s 0 3/06, exp'tf :. • I 5/22/08. E -2 Manuel P P.E. Product Contro • iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 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 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER 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 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1 /8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, x_ (2, OX, XOX AND O CONFIGURATIONS OPTIONS 3 x 0 x 0 X x 0 X x O 0 x x O x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS _ SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 ' PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 14- XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A.4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 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 A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #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, FTL -3729, FTL4607 AND FTL -4608. PRODUf.'T 22£H� 6S'E0t 691WF5H'Yi.ZSt<i.N. 4Tic CRtS !Ietai:^yi:c, Rem ay. F.K RAC",. F.K Rona By. F.K. Dram Be F.K. Dater 3/25/13 Data 7/10103 Retld"rec 8/23/05 ADD 13/18'1.0. & MOVE GLAZING DETAILS TO SHEET NO CHANGE TH13 SHEET ADD 78'H7. GLASS TIDES FAND G. REVISE ANCHORAGE. 12/17/02 p"daeey. 1070 TECHNOLOGY DRIVE NOKOMW^. FL 34275 P.C. COX 1520 NOKOMS. FL 34274 PST' Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT sawke to emir slat Dag CA -740 NTS 1 m 13 7045 -8 D ( 5 Lucas A. Tamer, P.E. PE #58201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED � GLASS I-- 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE — 30 31 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT F-- STRENGTHENED GLASS .65" NOM. GLASS BITE 3/28/03 Usks 7NOPo3 oem . 8/23/08 8 7/16" LAMINATED GLAZING DETAIL REDRAW OWING DETAILS & ADD 1318.70 c NOCHANDE THIS SHEET D ADD 13/16' LAMI LO. W /MIAMI & CORRECT 516'LAMI DETAIL 03/25/03 Pr Pate 13/16" 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 1070 TECHNOLOGY DRIVE NOI(OM IS, FL 34278 P.O. SOX 1620 NOKOMIS, at 34274 Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT aar: sw+t wa..ow CA -745 NTS 2 d 13 7045-8 11 LUa.4 A. Turner. P.E. PE 856201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID —SPAN ANCHOR DETAIL TYP. (2) SEE MID —SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. P 7 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. +— DAYLIGHT — OPENING 134" MAX. WIDTH 53" MAX. \DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID —SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 14 1/2" MAX. O.C. TYP. ELEVATION "B" — "XX" (SEE SHEET 7 FOR PRESSURES) 30" MAX. —DAYLIGHT — OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" MAX. ` I 4" MAX. / / \ / O Ks'/*/) /S1 /)( \> \ SEE MEETING \ RAII/DETAIL IT P. (2) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. 14 1/2" MAX. O.C. TYP. ELEVATION "B" — "XX" (SEE SHEET 7 FOR PRESSURES) 30" MAX. —DAYLIGHT — OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" MAX. ` I 4" MAX. / / \ / O \. \ / / / 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. --I-. ' �� 60" MAX. FIXED 1- 1 14112" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" — "XOX" (SEE SHEETS 7 -9 FOR PRESSURES PRODUCT cocalgyire eidw de MAO 3t n:x `` -:r. Eaa:rci =uw .: v-. FJC "eem9" F.K Masse FK Bey F.K. 3125/03 0w 7/30473 Ewe 6123!05 Onta 12/17102 B CHANGE SHEE T NO. REFERENCES C ADD HINGE LOCATION DETAILS ,rem: D CHANGE MAX HT. TO 7S' AND MAX DLO TO BB` Checkeabr Date: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 G PO. BOX 1520 NOKOMIS• FL 34274 V� 6ljKlieieaer XX"& XOX"ELEVATTONS r"r. ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 13 I 7045 -8 71... AZ. V3z, Air Lume A. Tumre. P.E. PE 558201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX O.C. 37" MAX. WIDTH 30" MAX. -- DAYLIGHT -- OPENING L 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX' f1 r r4 } I I I 141/2" 4" MAX.--' 1-- MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ELEVATION "D" -*X" (SEE SHEET 5 FOR PRESSURES) MAX. 13" O.C. L 4" MAX. 4" MAX. 30° MAX. 53" MAX DAYLIGHT OPENING 97" MAX. WIDTH 1 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1 "l1* 1 13° MAX. - O.C. 0 _ 69" MAX. DAYLIGHT OPENING 4" MAX. A 76" MAX. HEIGHT 4" MAX. --.-I L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) DAYLIGHT OPENING 1- 1 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / )\''/\ / \ 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) } 1- - 1 13" MAX. 0.0 4.- -- 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) PROLNJ 7 R'F.NEWED asam1? d+8ltbe81di5 9'4411'3 C'4:2"3 • 1' ime, rrwr�ca a,:: , Rem, F.K 3/25/03 Mom By F.K Renal ay FX. Dam 14 F.K 9 CHANGE SHEET NO. REFERENCES Oa•: 023/05 Bas: 7110/03 Reviskrek C CI ADD HINGE DETAIL 8 HINGELOCATKBY NOTES CHANGE MAX HT TO 79"ANO MAX OLO T009" Bat 12/17/02 C!"d.1By. F.K 1070 TECHNOLOGYDRNE NOKOMIS, FL 94275 P.D. 60111529 NOKOMIS, FL 34274 Vib'bljdi *Better X ", "Cr, WO" & "OX" ELEVATIONS >aee ALUMINUM CASEMENT WINDOW, IMPACT 9"Y*_ syib. Shoe, Bra"6"M CA-740 NTS 4 a 13 7045 -8 LU 8SA. Tumor. PE. PE 958201 EC) COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS' NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS EG POS NEG POS NEG POS NEG POS NEG POS 191/8 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 -9 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 , -90. 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 .0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70. -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 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 -83.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0..-90.0 -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 A -90.0 70.0 -90.0 70.0 -90.0 70.0` -87.4 _70.0 70.0 -77.6 70.0 - 68.4 88.4 -63.9 63.9 -60.0 60.0 58.5 58.5-156.2 56.2 -53.4 53.4 -51.3 51.3 - 49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 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 r -50.4 50.4 -47.7 47.7 - 45.6 45.6 -43.9 43.9 -42.2 42.2 42 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 - 84.4 70.0 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 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 t -75.0 70.0 -75.0 70.0 rmotwraivtram .wmtreila Me ROM :� - ` , 1it4 •, 36 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 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37rw 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 B,E -75.0 70.0 -75.0 70.0 -75 -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 2. "X" WINDOWS TEST REPORTS: FTL-3580, FTL-3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ...-• ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH -90.0 70.0 RIDIEWVB al complying the adding Cade llttf'IJL°.ttfC Pia 11i 0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X j 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. II/ii Lucas A. Turner. P.E. PE 058201 Mechanical aa.m5F F.K. Sals 3/25/03 a..ma": a ADD GLASS TYPE E TO TABLES 18 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 ir a..a . PRESSURES- X CONFIG. WINDOWS aaea6r: F.K !Ms- 7/10113 ae,>.w,z C NO CHANGE THIS SHEET _ ALUMINUM CASEMENT WINDOW, IMPACT Rene ey FIL O.awngy. F.K. Cate 6123/09 0,m; 12/17/02 Revastacts. D O,eumar REVISE ANCHORS& ADD 76• HEIGHT OPTION Orta. 1 Visibly Better CA.740 ' NTS 5 m 13 5 °m1" ""' 7045 -8 �"" D COMPARATIVE ANALYSIS TAB "XX" 26 WIDTH NEC POS 3. 31 36 38 3/8 43 48 50 518 54 57 60 63 NEC S NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS 0 70. -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 "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 37 A -75.0 70.0 -75.0 A - 75.0 70.0 -75. 0 48 A -75.0 70.0 -75.0 531/8 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 -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 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 - 75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 60 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 70.0 -69.6 69.6 - 65.2 652 - 63.0 63.0 - 60.8 60.8 - 58.0 58.0 68.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 64 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 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 72 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 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -f7.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 E 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5118" LAMI-W/ 1/8 "HS,.090,1/8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 F X X ( aionsep GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) TABLE 5A. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -90.0 j 70.0 "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"AAIR SPACE .7 /16" LAMI -W/ 3116 "A,.090,3 /1(rHS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH T-55.01 55.0 A NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rand ar Dam Ravisher Dme Redly. Ds FX 823/05 BENSEANCHORS &ADD TABLES 717REIGHTOPTION o�„er Damn Gawked Ely Paw F.K 12/17/02 1070 TECHNOLOGY OWE *MOWS. R. 34272 P.O. BOX 1520 NOKOMIS, FL 34274 PG- PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Barer " CA -740 Seah NTS boos e,o,mura 6 a 13 I 7045.8 teen A Turner, P.E. PE 950201 Mechanical COMPARATIVE ANALYSIS TABLE 6. "0" &'1/4.1/2- 1 /4XOX° WINDOWS TEST REPORTS: FTL -35871 FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/18" LAMI (1/8'A,.090,1/8'HS) B. 5/18" LAMI (1/81H5,.090,1/8"HS) C. 7/18' LAMI (3/16'A,.090,3/161 -IS) E. 13/18" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8'HS,.0801/8"HS) F.13/18" LAMI (1/8'A,AIR SPACE,7/18" LAMI- 3/18°A,.090,3/18"HS) HEIGHT WIDTHS 26 31 36 38 318 43 48 50 5/8 54 57 80 63 67 72 78 "0" °XOX" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P06 NEG POS NEG POS NEG POS NEG POS GIPOS NEGIPOS NEG1POS A :75.0 70.0 - 75.0 70.0 -75.0 70.0 - 70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 422 -39.7 39.7 36 72 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 C,F - 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 -55.01 55.0 - 55.0155.0 - 55.0155.0 A - 75.0 70.0 - 75.0 70.0 - 73.7 70.0 -67.9 87.9 - 59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 37 74 BE - 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 - 76.0 70.6 -75.0 70.0 C,F -80.0 70.0 -90.0 70.0r -90.0 70.0 -90.0 70.0 -90.0 70:0 -906 70.0 -90.0 70.0 -90.0 70.9 -90.0 70.0--90.0 700 -90.0 70.0 -55.0155.0 - 55.0155.0 -55.0155 .0 48.9 - 43.8 43.8 -41.1 41.1 -38.6 -38.6 - 36.5 36.5 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 82.1 -55.7 55.7 - 49.8 49.8 -48.9 391/2 79 B,E -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 A -75.0 70.0 - 75.0 70.0 -62.4 62.4 -58.4 58.4 -83.3 83.3 - 90.0 70.0 -90.0 - 58.4 56.4 -53.4 70.0 -75.0 70.0 - 75.0 70.0 -75.0 "70.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 53.4 -50.0 50.0 -46.9 48.9 - 44.3 44.3 -75.0 70.0 -83.2 70.0 - 55.0155.0 - 55.0155.0 -65.01 55.0 42 84 B,E -75.0 70.0 -75.0 70.0.- 75.0 70.0 - 75.0 70.0 -75.0 C F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -703 70.0 -58.0 58.0 -54.6 54.6 -59.3 70.0 70.0 59.3 - 75.0 70.0 -76.0 70.0 - 75.0 70.0, -75.0 70.0 - 75.0 70.0 - 90.0 70.0 -90.0 - 53.8 53 -50.9 70.0 -90.0 70.0 -84.5 70.0 - 79.7 70.0 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 45 90 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 A - 75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 70.0 70.0 55.1 - 75.0 70.0 -75.0, -00.0 70.0 -882 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -41.9 41.9 - 75.0 70.0 - 75.6 70.0 - 55.0 55.0 - 55.0 55.0 - 55.0 55.0 - 39.7 39.7 - 75.0 70.0 70.0 - 81.8 70.0 -78.9 70.0 - 72.4 70.0 - 51.451.4 -48.6 48.8 -45.3 45.3 -42.5 42.5 - 40.4 40.4 48 98 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 490.0 70.0 -90.0 70.0 -86.6' 70.0 . -80.9 70.0 -75.0 70.0 -70.7 70.0 - 67.3 67.3 A - 75.0 70.0 - 60.8 80.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 48.748.7 -48.9 48.9 -43.5 43.5 41.3 41.3 - 392 39.2 501/2 101 B,E - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 C,F - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 812 70.0 -76.7 70.0 -70.3 70.0 -68.8 818 - 83.5 83.5 A - 75.0 70.0 - 58.7 58.7 48.7 48.7 -45.4 45.4 -50.0 50.0 - 48.1 46.1 -442 442 -42.2 422 -40.1 40.1 ' - 38.0 38.0 53118 1083/8 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -756 70.0 -75.0 70.0 C F - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -88.8 A -75.0 70.0 -58.2 58.2 47.9 47.9 -44.5 44.5 -49.1 54 108 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 49.1 70.0 - 78.4 70.0 -71.1 45,3 45.3 -43.4 - 75.0 70.0 -75.0 70.0 -615 68.5 -63.0 83.0 -60.0 60.0 43.4 -41.9 41.9 - 39.8 39.8 -37.6 37.6 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -89.2 69.2 -55.01 55.0 - 55.0155.0 - 55.0155.0 - 38.4 38.4 - 75.0 70.0 -64.1 64.1 55.0155.0 - 55.0155.0 - 5321532' -37.1 37.1 - 74.3 70.0 -80.5 60.5 -55.01 55.0 - 52.8152.6 -49.61 ' - 362 362 -72.4 70.0 -67.3 57,3 - 53.8 53.8 -49.4 •. -46.2 48.2 -352 35.9 -71.8 70.0 C,F -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -86.9 A -75.0 70.0 -57.1 57.1 48.4 48.4 -43.3 43.3 -47.5 700 47.5 -75.01 70.0 -70.1 -43.9 432 42.2 70.0 -85.4 65.4 -81.8 81.8 - 59.1 59.1 42.2 -40.8 40.8-411 39.1 -372 37.2 - 56.4 56.4 -52.. . .8 48.4148.4 5512 111 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 74.3 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -843 70.0 -72.5 70.0 -68.4 68.4 -638 83.6 -60.1 80.1 - 57.5 57.5 A - 75.0 70.0 - 58.2 56.2 -44.8 44.8 -42.1 42.1 45.2 67 114 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -81.8 A -74.2 70.0 - 55.0 56.0 -43.4 43.4 40.9 40.9 -44.8 46.2 70.0 -42.5 42.5 412 -75.0 70.0 -7101 41.2 - 39.8 39.8 - 38.5 38.5 - 36.7 38.7 70.0 44.8 -70.7 70.0 -68.7 41.3 41.3 -402 581 /2 117 BE -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 C F -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -79.4 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 - 39.7 39.7 -43.5 70.0 43.5 - 89.0 69.0 -84.9 -40.4 40.4 -39.2 70.0 - 75.0 70.0 - 75.0 70.0 - 73.3 70.0 86.7 -81.8 81.8 - 58.7 58.7 - 55.9 55.9 40.2 -38.7 '38.7 -37.6 37.8 - 36.1 36.1 4521452 - 35.4 36.4 -70.8 70,1 -54.8 54.8 -51.11 51.1 48.81 46.6' 43.8143.6 - 34.8 34.8 - 89.8 69.8 X 1 2 0 1 4 X 0 -532 53.2 49.41 49.4 - 45.2145.2 42.8142.8 70.0 -75.0 70.0 75.0 70.0 -72.2 70.0 84.9 -50.4 80.4 - 57.3 57.3 - 54.5 54.5 392 -37.8 37.8 - 38.7 38.7 - 35.5 35.5 60 120 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 70.0 - 75.0 70.0 - 73.3 70.0 71.0 70.0 83.3 - 59.1 59.1 - 55.9 55.9 - 53.0 53.0 - 342 342 -88.4 68.4 -51.6 51.8 47.8 47.8 -43.8 43.8 41.7 41.7 - 33.7 33.7 -67.4 87.4 -50.0 50.0 -48.31 46.3 42.8142.8 40.81 40.8 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 718° LAMI (3/16"HS .090,3/16"HS) ALL "0" SIZES UP TO 80" WIDE x 63" HIGH AND ALL "1 /4- 12=1/4 XOX" SIZES UP TO 120" WIDE x 83" HIGH TABLE 7A. -90.0170.0 "0° &'1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL4807, FI14608 GLAZING OPTIONS: D. 7/18" LAMI (3/16'HS,.090,3/18"HS) G. 13/16" LAMI (1/8A,AIR SPACE,7H6" LAMI -W/ 3/16"H5,.090,3/18"HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 12 -1/4 XOX SIZES UP TO 120' WIDE x 78" HIGH x55.0155.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR QD 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PROTIUM' REINEWED as mmP41egw8h the Nadi; Saldia8 Cade Ateeptuuce DateirPLuAVii, gored Bp. F.K bats: 3125/03 Revisiam: 8 ADD MASS TYPE E TO TABLES Rendet F.K Deb 7 /}OPo3 nomad ay. F.K. Rawreforte Rev»m: 140 CHANGE DOS SHEET CHANGE ANCHORS AND ADD 78' NT. OPTION 0..asr Data: Cbutled0r Oat. F.K 17117/02 1070 TECNNOLOOY DRIVE NOKOMISS, FL 34275 P.O. BOX 1529 NOKOMIS, F1. 34274 11"-- r Visibly Better ema' PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sowvs■ov CA-740 7 .' 13 caoam� 7045 -8 Lucas A Teener, P.E. PE 1158201 Mechareu el COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 _PCS 70.0 -75.07 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 48 72 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 70.0 491/3 74 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 70.0 531/8 792/3 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 56 84 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 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 - 562 562 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 86.4 - 58.2 58.2 - 55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 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 74 111 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 1 3 X 0 1 3 X X 0 0 X TABLE 9. °XO "or "OX" & "1/3-1/3-1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/81HS,.090,1/8 "HS) E. 13/16" LAMI (1/8''HS,3/8" SPACE,5 118" LAMI -W/ 1/8"HS,.090,1 /8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/18"HS) ALL "X0" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/18"HS) F.13/16" LAMI (1/13A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3 /16"HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCr RENEWED as coraFlyin a46 ?6c Roddy AasptESU Ns Miss Da "not,. F.K. Road fly F.K 3125103 ADD GLASS TYPEE TO TABLE 9 7/10103 C NO CHANGE THIS SHEET F.K. CHANGE ANCHORS AM ADO 79' HEIGHT OPTION so-,.w, sr F.K. 12/17/02 c"rt"n8, 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1920 NOKOMIS, FL 34274 PST Visibly Better PRESSURES -XO, OX, & 1/3- 1/3- 1/3XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT emmaaer CA -740 NTS 3 I Coaageg a 1 7045 -8 D %� C • ( (ln (4rr Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX° & 'XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1/81 -IS) B. 5/16° LAMI (1/8"HS,.090,1 /8"HS) C. 7/16" LAMI (3/16 "A,.090,3 /18°HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/81HS) F. 13/16° LAMI (1/8"A,AIR SPACE, 7/18" LAMI -W/ 3/16"A,.090,3/16 "HS) HEIGHT WIDTHS ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or ''OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 26 36 38 3/8 43 _ 48 50 5/8 54 57 60 63 87 72 _ 76 °XOX "VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEC POS NEC! FOS NEG1 POS NEC 1 POS 69.264 19.125 31.014 A -75.0 71.0 -75.0 70.0 -75.0 70.0 ' -74.1 70.0 -64.9 84.9 -80.6 60.6 -58.1 58.1 - 58.1 56.1 -53.3 53.3 - 50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.070.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 86.919 24 - 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 - 58.5 56.5 - 50.4 _ 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 38.9 38.9 13,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0-40.0 70.0 -90.0 70.0 -89.4 70.0'452 70.0 - 55.0155.0 - 55.0[55.0 - 55.0155.0 95.973 27 42.973 A - 75.0 70.0 - 80.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 - 48.2 482 -43.8 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70,0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -87.0 70.0 - 81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 -55.0155.0 - 55.0155.0 108.649 30 . 48.649 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 - 50.7 50.7 -482 482 - 44.9 44.9 -42.0 42.0 -40.1 401 - 38.0 38.0 13,E 75.0 70:0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 C,F .90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -89.7 69.7 -68.3 68.3 -63.1 63.1 -55.01 55.0 - 55.0155.0 -52.21 52.2 115.892 32 1 51.892 A -75.0 70.0 -49.9 49.9 - 48.8 46.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 - 36.8 36.8 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C,F - 90 . 0 7 0 . 0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 7 0 . 0 - 9 0 . 0 7 0 . 0 - 7 8 . 6 7 0 . 0 - 7 3 . 2 7 0 . 0 -68.3 68.3 - 84.8 64.8 -61.4 64 - 58.8 58.8 - 55.0155.0 -50.91 50.9 - 47.7147.7 122 33.687 54.827 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 - 39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F - 60.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 69.4 - 84.7 64.7 -61.0 61.0 , - 58.4 58.4 -55.7 55.7 - 52.11 52.1 - 47.7147.7 - 44.8144.6 123.135 34 55.135 A -75.0 70.0 - 46.8 48.8 -43.6 43.6 -47.9 47.9 ' - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 - 64.1 64.1 - 60.5 80.5 - 57.9 57.9 -55.2 552.- 51.5151.5 - 47.2147.2 - 44.0144.0 126.000 34.791 58.418 A -75.0 70.0 45.5 45.5 42.6 42.6 48.7 -43.1 431 -41.6 41.6 40.2 402 -38.7 38.7 -36.9 36.9 - 35.0 35.0 9,E -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 _48.7' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 - 71.3 70.0 - 87.3 67.3 -82.5 62.5 -59.2 59.2 - 58.5 56.5 - 53.8 53.8 - 50.1150.1 - 45.8145.8 43.0143.0 130 35.8w 58.209 A - 74.4 70.0 43.6 43.6 -41.2 412 45.1 45.1_41.5 41.5 40.4 40.4 - 38.9 38.9 -37.7 37.7 - 382 36.2 - 34.3 34.3 13,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -72.4 70.0 - 88.8 68.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 89.3 - 85.3 85.3 - 60.6 60.6 - 57.8 57.6 - 54.7 54.7 -51.9 51.9 481148.1 43.9[43.9 41.9141.9 130.378 36 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 ' 41.4 41.4 -40.3 40.3 - 38.8 38.8 - 37.6 37.8 -38.1 361 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.3 70.0 -88.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 891 -65.1 65.1 -80.5 60.5 - 57.4 57.4 - 54.6 54.6 -51.7 51.7 48.0148.0 43.8[43.8 41.8141.8 134 37 60 A -72.9 70.0 -42.2 422 r-39.7 39.7 4357 43.5 40.4 40.4 -392 39.2 -37.7 37.7 -38.7 38J-3&5'35.3 - 33.7 33.7 I B,E - 76.0 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 -73.3 70.0 71.0 70.0 - 87.4 87.4 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -83.3 83.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 -48.31 48.3 42.8142.6 -40.8140.8 "XO" & °OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/18"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or ''OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -90,0 70.0 TABLE 12A. °XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL4607, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3/18"HS,.090,3/161HS) G. 13/16° LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/18"HS,.090,3/16"HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "X0° or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I -55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR Qo 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 X UNEQUAL LITES X 0 UNEQUAL LITES O X UNEQUAL LITES ruoDucr R5S °3T t as csa:?lmsn Tdith. 0 g Ebssidt AounT Data: Rd 312E83 B ADD GLASS TYPE E TO TABLE 11 Dam: 7/10/83 C NO CHANGE THIS SHEET Oaks 5/23/05 Daa 12/17/02 Re°bbns O CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Cream reyro m. 070 TECHNOLOGY DRIVE NO8OMI5, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better PRESSURES- UNEQUAL. CONFIG. XQ OX & XOX rme ALUMINUM CASEMENT WINDOW, IMPACT Scaribset CA -740 NTS 9 a 13 m+.a.R.. 7045 -8. Z Z r I1A2.(tar Lutes A. Tyr. P.E PE 558201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q • MAX.VENT DAYLIGHT L OPENING J (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX ,—REFERENCE XX FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX lW DLtiT REVISED ogoiplying whr u. REft Wan Qat* MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) w �hr w L.MAX. VENT 4— DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT MEWED as complying with the Ffmhh AccspMnce Daft Alf 1I • 201.5 VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT 1078 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIB, FL 34274 Rend F.K. am ar F.K. 3/23/05 r 12117/02 CHO SHE NO. REF. AND ADD REM 89 CUM SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Visibly 8errer CA-740 sm sewer NTS 10 d 13 7045 -8 o/—— G^ 1►V1,r /ar Lucas A. Tamer,PE. PE 838201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER • FRAME HEAD OR SILL - NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 PP. #Bx1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A --1 1.376" � 440° .095" I CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 34" .062" 2.854" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATE: 6063 -T6 DWG# 7005A .062" NOM. 2.919° L.2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A F.K. Rood FX 3/25/03 8 NO CHANGE THIS SHEET 7/10103 c NO CHANGE THIS SHEET F.K mum Or F.K. 6123/05 clukr 1217!02 D ADD I1E4 89 cemked Sr yaw 1070 TECHNOLOGYDRNE 807(0005. FL 34275 P.O. BOX 1529 807(0041$ F1.34274 PST Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 11 d 13 7045.8 awmm D • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME -HEAD, SILL & IAMBS 2 3 1155 78IPQA #8 X 1 QUAD PH SMS 7008 FRAME CORNER KEY 4 1/2%012"X1/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8XI QUAD PHSMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 #10-24 X.562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (AIL & L.H.) 13 1157 78X78PPSMS #8X.875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 18 7027 MAXIM DUAL ARM OPERATOR 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X 375 PH. PN. TYPE B 21 7032 STUD BRACKET (1.11. & R.lt) 22 7858ZA #8 X5/8" FLT. PHI. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710xI2FP #10 X.500 PH. PHL 30 5/16" LAMINATED (1/8A & 1 /81IS GLASS') .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8115 & 1B1IS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3/16HS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /16HS & 3/16115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD /16 ") 43 1224 617.247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PS7WB #8X.500 SQ. PN. TEKSMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12 X I "PH. PHIL. T 1C. 69 7011 LOCK SUPPORT PLATE 70_ 7012 LACK SPACER 71 7019 711573 SNAP .ON T- HANDLE KNOB 72 7018 7PLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7015 SINGLE LACK KEEPER 75 70834A #8 X.750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8"HS, AIR SPACE, 5 /16"LAMI) 5/16" I.AMI (2) LITES OF 1/8"11S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 13116" LG. GLASS (I/8"HS, AIR SPACE, 7 /16°LAMI) 7116" LP.MI 3/16A & 3 /I61IS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88. 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7 /16 "IAMI) 7/16" IAMI = 3 /16HS & 3/16HS GLASS WITH AN.090 INTERLAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT RACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" .050" A 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" fir' 1.000" .423" 1-- 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993" " INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 --�I--- .172" .870" I .050" ' — �-1 ✓L-- .569" O13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 1.124" 1--- .125" —� 2.701 062 "+II r .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A F.K. Road 8s FK. 7 e, 87 F.K "termsr. F.K. -Pas n 14: F.K Dam: 3/2503 fiertsfars: 8 ADD 13/18' LG. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET ADDECUIV. TO ITEM 44. SILICONE AND ADD ITEMS 87,88 AND 89 teem: am" 7/10103 "erahiec Data 023,05 Date: 12/17/02 aorbk+": D Cemteeer 070 6OMIS R. 4 DRIVE PST P.. BOX 1528 N0600ML9 FL 34274 ✓tstbly Better llessiphoes PARTS LIST & EXTRUSIONS me ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NISI 12 a 13 we.noxa 7045 -8 Lutes A. Temet P.E. PE 958201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 r ASEE NOT.:: c i 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM n ASEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 :1 6 iHrtilim.,„1,,,„„„,,„.. NMI A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM f-- SEE NOTE 2 A SEE NOTE 4 1 1 /4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEENOTEI A SEE NOTE 4 1 1/2" L._ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK ,_„,] 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MIN. FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRE I E -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO S54 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. essomWyag 71mwNd %Meg Code 9PP, Reorder F.K. er F.K 1.14 er F.K browner F.K 3!25/03 7/10/03 Reaworag B NO CHANGE THIS SHEET C NO CHANGE THIB SHEET War 6123/05 Rendsionv REVISE NOTES AND REMOVE 3/16• TAPCONS & *14 SCREWS 12/17/02 Cn +ea+ar Date: 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1529 NOKOMIN, FL 34274 PGT Visibfj Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 13 > 13 1b 7045-8 Lucas A. Turner, P.E. PE 658201 Mechanical MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, 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 www.buildingcod eonl ine.com J NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 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. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 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. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a ix 2 x 3/" 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. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B ", "C" OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS MI) M2) w ANCHORS DETAIL A ANCHORS DETAIL A 1 I i W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DE I LRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6& 7 MAX OPENING = H OR H1 +112 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = HI NOTES; 1. THE 33 1/390 STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS-200 1 FOR WOOD CONS iHUCTYON ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. ANCHORS DETAIL B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS h2 i F ---W 1 W2 W3 w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR 141 +112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "8; "C" OR D" BOTH ENDS ANCHORS DETAIL "8", "C" OR "0" BOTH ENDS MULLIONS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = N FOR ANCHORAGE OF (7) UNITS. TYPE, QUANTITY AND LOCATION, REFER H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR 111 +H2 MULL LENGTH = W TO SHLLIS PRODUCIr RENEWS.) eecmplMgMlYge/irlr Matz Code Amptence S. -0f 07- r- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L` pork, P.E. PE 839712 Structural ITT INDUS IRIES 7teved By F.K. Road By: F.K. 530/06 55/06 D-ADD RTES 5 & 6 C CH. Rff5 Drawn fir P.J.P. 428/00 1" HEAVY WALL, ELEVATIONS 1070 7ECHNOLOOY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tiffs: ALUMINUM TUBE CLIPPED MULLION Serkm/Medd: MULLS NTS Sheet Drawing Na 6221 Rev. D Iwo / / 1- 1 I 1 I i W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DE I LRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6& 7 MAX OPENING = H OR H1 +112 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = HI NOTES; 1. THE 33 1/390 STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS-200 1 FOR WOOD CONS iHUCTYON ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. ANCHORS DETAIL B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS h2 i F ---W 1 W2 W3 w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR 141 +112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "8; "C" OR D" BOTH ENDS ANCHORS DETAIL "8", "C" OR "0" BOTH ENDS MULLIONS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = N FOR ANCHORAGE OF (7) UNITS. TYPE, QUANTITY AND LOCATION, REFER H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR 111 +H2 MULL LENGTH = W TO SHLLIS PRODUCIr RENEWS.) eecmplMgMlYge/irlr Matz Code Amptence S. -0f 07- r- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L` pork, P.E. PE 839712 Structural ITT INDUS IRIES 7teved By F.K. Road By: F.K. 530/06 55/06 D-ADD RTES 5 & 6 C CH. Rff5 Drawn fir P.J.P. 428/00 1" HEAVY WALL, ELEVATIONS 1070 7ECHNOLOOY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tiffs: ALUMINUM TUBE CLIPPED MULLION Serkm/Medd: MULLS NTS Sheet Drawing Na 6221 Rev. D PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT ix MULLION WOOD BUCK 1" MULL= ?" MIN. OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT ix MULLION FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL ;4" (SO AS NOT TO INTERFERE W11H EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 PGT 1 x MULLION 2" OR 4" SEE NOTES 2 & 3 MIN. 2$() 18(TYP WOOD BUCK REMOVED TO CONCRETE WOOD MIN. [BUCK / "()1(TYP SEE NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 NOTES: TYPICAL, MULLION TO STRUCTU E WITH WOOD BUCK. DETAIL "B" PGT 1 x MULLION— 1. FOR CONCRE I L APPLICATIONS 1N MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRL It EDGE SEE 1S 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRtIE -FLEX 1 3/4" NOTE 1' 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" .3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL- TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FR-2902, 2903 AND 2975. I I TT 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOIL. i 1 & 3 SEE f NOTE TYPICAL MULLION TO STRUCTURE WTM WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN.—.-- 2" 01? 4"—*-. #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH 011 -!ER) SEE NOTE 3 SEE NOTE 1 MASONRY ANCHOR, SEE NOTES 1 & 3 WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark. P.E. PE X39712 Structural 1070 TECHNOLOGY OR/VE NOKOMIS, 71. 34275 P.O. BOX 1529 NOKOMIS, iL 34274 Bowed By: F.K. Revel By: F.K. Dram By: P.J.P. /06 3/O4 Reedsforac D—MODIFY NOTES 3 & 5 Revlslarar EMBED. DETAILS 478/00 1' HEAW WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION serreeAtodet Scatx sheet Dewing No. MULLS NTS 2 a 7 6221 2 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG /1099 1" MULL CLIP WJTABS REMOVED (CLIP TO MULL) EXTRUSION DWG /1099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE A' 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 ® TWO OCATIONS OR ©THRELOCATIONS ANCHOR © FOUR OCATIONCHOR 4-1 A/2 MIN: MIN.TYP. O ONE LOCATIONANCHOR TWO ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. RLfLKENCE TEST REPORTS: FTL -2902. 2903 AND 2975. (2)EQ.SP.@ (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS ® S X (6) ANCHOR LOCATIONS FAMIN.TYP. (4)EQ. SP. @ (A- 3/4)/4 MIN. ® FIVE (5) ANCHOR LOCATIONS gM!N. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. park, P.E. PE 09712 Structural INDUSTRIES aeroF. . Rersd Hr Dram By: P.J.P. 5%30/06 5%5/06 4f28/00 Da N CKC 1H 1S Stir tlettotonto C — W. ADD DAI.&NOTE DescRptroo: 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMI$, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TRW ALUMINUM TUBE CLIPPED MULLION SerksAAtodet MULLS Scotto NTS Shoot 3 01 7 Drawing No. 6221 Roo: D 8 4 2 1- 4 8 3 8 3 4 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 8 4 i 34 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS "7-", 5� /roc' bert L. PE /39712 P.E. Structural ftT INDU ES Re FRS 730/06 D-NO rC SHT Recd ey. 5%5/06 C NOCHG THIS SHT P.J.P. 48/00 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS a 34275 P.O. BOX 1529 NOKOM19 FL 34274 Niko ALUMINUM TUBE CLIPPED MULLION SerJea/Yedeh MULLS Sealer 1X Sheet 4 m 7 Drowtrtg No. 6221 V wail, 141 CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR 50 OPENING WIDTH IN INCHES 60 70 80 90 100 110 120 130 160 CUP TO OPENING CLIP TO MULL a (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3)B (3) B (3) B (3) B (3) z MULL LENGTH 42 48 50.625 54 60 63 66 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 93 92 92 92 92 92 92 131 131 112 112 99 90 90 84 80 80 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 72 76 78 84 90 96 108 111 86 86 73 73 65 65 58 58 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36. 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 25 25 21 21 I 18 18 23 23 19 19 I 17 17 23 23 16 16 15 15 21 21 19 19 18 18 17 17 16 16 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL a 42 1n 48 lu 50.625 z 54 60 63 66 z 72 76 78 84 90 96 z OPENING WIDTH IN INCHES 50 (2) A (2) B 60 70 (2) A (2) B (2) A (2) B 80 90 (2) A 1 (2) A (2) B (2) B 100 110 120 130 160 (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (1) B 155 129 115 (1) 8 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 142 134 130 130 130 130 130 130 130 116 107 102 100 99 99 99 99 99 100 91 85 82 80 80 80 80 80 94 81 73 67 58 51 58 49 50 38 32 30 24 19 16 43 44 38 62 62 41 41 34 34 28 28 32 29 26 24 22 21 20 20 20 27 24 22 20 18 17 17 18 16 25 22 20 18 17 16 15 15 20 17 16 16 Vertical Mull Mull Length Opening Width Horizontal Mull F Opening Width Mull I Length Multiple Mulled Units Mull Length \Opening Width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING 141077-1. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") 01? 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4) B. /12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS / Robert L Clark. P.E. PE 09712 6tnmtural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 sae. d . Reeed ey- F.K. 5730/06 D—N CNC NS SHT 575/06 C— MARKED REVISIONS Drown Or P.J.P. 48/00 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 Tate: ALUMINUM TUBE CLIPPED MULLION Soles/Mode MULLS NTS Sheffb 5 or 7 Mewing No. 6221 Rev. D 11J111,11611113 �Idii Ere CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL Lc� to X z z X 0 z J J 2 OPENING WIDTH IN INCHES 50 60 70 80 90 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 (3) B (2) B (2) A (3) B (4) B (2) B (2) B (2) A {3) B (4) B (2) B (2) B (2) A (3) B (4) B (2) B (2) B (2) A (3) B (4) B (2) B (2) B (2) A (4) B (2) B 100 110 (3) B �� B (3) B (2)B (2)B (2)B 120 (2) A (4) B (2) B (2) A (4) B (2) B (3) B (2) B 130 160 (3) B (2) B (2) A (3) (4) B (2) B (2) B (2) A (4) B (2) B 170 170 166 152 133 125 118 106 91 84 67 54 44 31 29 170 170 170 170 152 143 135 108 91 170 160 148 135 117 110 103 170 170 169 155 134 126 118 170 148 136 124 106 92 77 99 93 92 81 77 68 170 169 156 142 122 114 107 81 68 170 141 129 116 99 92 86 73 61 170 161 148 133 113 105 97 73 61 170 138 125 112 94 170 158 143 128 107 170 137 123 109 87 81 67 99 90 67 90 83 77 63 170 157 141 125 103 95 170 137 123 108 88 81 85 75 63 60 170 157 141 124 101 93 82 170 137 123 108 88 80 60 56 56 52 52 49 49 73 58 47 170 157 141 124 100 91 80 170 137 123 108 88 80 73 170 157 141 124 100 91 79 170 137 123 108 88 80 73 170 157 141 124 100 91 79 58 47 56 46 56 46 56 45 56 45 84 71 67 57 54 44 31 29 46 38 26 24 71 63 57 50 46 40 38 33 26 23 24 21 63 56 50 44 40 36 33 29 23 20 21 18 56 51 44 40 51 48 48 45 45 43 43 40 37 36 29 20 18 32 26 18 17 32 30 26 18 17 24 17 15 37 30 24 17 15 35 35 33 Vertical Mull Mull Length I_Opening4 Width Horizontal Mull Opening 7th Mull Length Multiple Mulled Units Mull Length Opening Width 28 23 15 NOTES: 28 23 15 26 21 26 21 42 32 25 20 42 32 25 40 40 30 23 20 18 30 23 18 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 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE—FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET .3. fir. •i.• ...tdET 01 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS f:6704 Robart L Clark, RE. PE 09712 Structural INDUSTRIES 5730/06 575/06 428/00 D- NO � THIS SHT NevIelones MARKED REVISIONS �iptIon: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI FL 34274 ALUMINUM TUBE CLIPPED MULLION Sedes/Yadek MULLS scat.: NTS Sheet 6 of 7 Draeing No. 6221 ROW CHART 4. - lx4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (2) A (3) A (2) A (3) A (2) A (6) B (4) B (6) B (4) B (6) B (4) B (3) A (2) A (3) A (2) A .(31A (2).A (3) A (6) B (4) B (6) B (4) B 't6) B (4) B (6) B CLIP TO MULL (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5)7G, • (5) B • , (5) B (5) B W v z MULL LEND 42 48 50.625 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 170 169 143 170 170 170 170 159 170 144 170 133 170 170 154 144 170 170 170 150 134 125 170 170 160 135 120 112 170 165 140 125 110 102 170 148 126 162 136 126 117 103 170 170 170 166 136 158 131 121 112 98 170 170 170 156 127 157 128 117 108 94 170 170 169 150 120 157 127 116 106 91 170 170 166 145 115 157 127 116 105 89 170 170 165 144 112 157 127 116 105 88 170 170 165 144 111 95 116 90 108 140 170 121 148 108 129 116 128 138 111 117 98 102 90 92 92 83 106 87 83 77 99 77 86 83 73 102 93 73 83 80 81 95 79 93 78 87 75 69 66 66 62 84 62 112 112 95 95 82 82 74 74 67 67 92 92 78 78 67 67 60 60 54 54 64 59 64 59 54 54 47 47 42 42 37 37 50 50 43 43 38 38 34 34 62 50 34 31 62 50 34 31 58 47 32 29 58 47 32 29 54 44 30 27 54 44 30 27 52 42 28 26 52 42 28 26 48 38 25 23 48 38 25 23 27 27 19 19 17 17 15 15 Vertical Mull Mull Length .__Opening_4 Width Horizontal Mull Opening With Mull Length Multiple Mulled Units Mull Length \Opening Width 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 SHLt1 1. 3. REi-tRENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/e SS4 CRETE —FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. im6trIM *mow o e1 !1>frgp*0' Port Clad. F.E. ME X3!712 Structural TO BE USED ONLY WITH POT (INDUSTRIES PRODUCTS 5/30/06 D -O CG MSPIT Rede C � REVISIONS R K 5%5/06 Drawn By INDUSTRIES P.J.P. 48/00 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRWE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION Serlee/Modd: Scab: Sheeh Drawing No. MULLS NTS 7 ar 7 6221 Rev.' D • • • • • • •• • • • • • • • • .• •• • • • • • • •• • • • ••• • • •• • • •• • •• • • •••• • •••• • • •••• • • • • • •• •• • • •••• • • •••• • • • • • • • JOB NAME RESIDENCE 9800 NE 5TH AVENUE ROAD MIAMI SHORES , FL .,z S M :a' :pis • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • ••• • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • •••• • •• • • • • •••• • • •• •••• 62'-4" NOT PART OF THIS PERMIT LEFT EXISTING COLUMN (BY OTHERS) WORK ROOM GARAGE GARAGE KITCHEN REAR 1E® JO CL LAUNDRY BREAKFAST 10 NOT PART OF THIS PERMIT (VENTII.ATION) DINING LIVING EXISTING COLUMN (BY OTHERS) FAMILY ROOM BATH BEDROOM (EGRESS) O BEDROOM / (EGRESS) s(g BATH BEDROOM o EXISTING COLUMN (BY OTHERS) FRONT NOTE: MEAN ROOF HEIGHT : 13'-6" ROOF TYPE : 4 : 12 GROUND FLOOR RIGHT (EGRESS) t rLORiL)A P.E. NO. d • ,LL REVISION: 1 UN 10201 DATE: 06 /10/11 SCALE: 3/16" = 1' DWG. BY: M.RZ. JOB #: 06-2011 of 5 1 • • • • • • • • •• • • • ••• • • • • • • •• • • • •••• •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • • • •• • • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR "Fl" 74" X 38- 3/8 "(XX) ,, SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "E" M.O. 111" X 63" (2) 25 -1/2" X 63 "(FDCED/LATERALS) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS (1) 60" X 63 "(FDCED /CENTER) SERIES C- 740 ALUMINUM FDCED CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" X 63" ALUMINUM TUBE MULLIONS BY PGT. N.O.A. : 06 -0125.07. 5'-6" 1 "X2 -3/4 "X3/8 "X63" ALUMINUM TUBE MULLIONS BY PGT EXISTING COLUMN (BY OTHERS) 7r 10' -I0" X® EXISTING COLUMN (BY OTHERS) "A" 74" X 50- 5/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. 08-0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR L1TE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "B" 37 -1/2" X 80" (NOMINAL) FD -101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07- 0629.10 ZONE 4: +52.6 - 57.2 GLAZING: 3/8" LAMINA'1'Bll IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S. GLASS FRONT ELEVATION "Al" 74" X 50- 5/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LTTE: 1/8" H.S. GLASS "D" 37" X 63 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08-0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS L6-0(ATi (31 JD\ P.E. REVISION: ( DATE: 06 /10/11 SCALE 3/16" = 1' DWG. BY: M.RZ. JOB #: 06 -2011 2 of 5 • • • • • •• $ • • • • • • • • • • • •• •• • • • •••• • • •••• • • •• • • • ••• • • • • • •• • • • •••• •••• • • •••• • • •• • • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR "1" 47" X 36 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08-0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS EXISTING COLUMN (BY OTHERS) 3'4 ".i (EGRESS) RIGHT ELEVATION (EGRESS) "C" 37" X 63 "(FIXED) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW- IMPACT N.O.A. :08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "G" 37" X 38- 3/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOT PART OF THIS PERMIT (VENTILATION) "Al" 74" X 50- 5/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "II" 33 -1/2" X 80" (NOMINAL) FD -101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07-0629.10 ZONE 4: +52.6 - 57.2 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM IATTERLAYER. INTERIOR LITE: 3/16" H.S. GLASS 4,-8" • u Liiu1 �-.u., dog," r? P.E. 54344 1 0 201 DATE: 06 /10/11 SCALE: 3/16" =1' DWG. BY: M.RZ. JOB #: 06 -2011 3 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" A33OVE THE FINISHED FLOOR "Al" 74" X 50- 5/8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "I" M.O. 111" X 63 "(XOXX1/4- 1/2 -1/4- CONFIGURATION) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08 -0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS REAR ELEVATION "G" 37" X 38- 3/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117,11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "H" 33 -1/2" X 80" (NOMINAL) FD -101 OUTSWING FRENCH DOOR IMPACT N.O.A.: 07- 0629.10 ZONE 4: +52.6 - 57.2 GLAZING: 3 /8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACIIE PVB OR SOLUTIA SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. — INTERIOR LITE: 3/16" H.S. GLASS 1, ; q � �qr , s' .1. 9.p c' uJ ", P.! )b�L 'r_: 7 o.E., ■ t?',._ I-r, $,. Eli eaD:eF r l, 4''o. 54314 REVISION: i DATE: 06/10/11 SCALE: 3/16" = BY: M.RZ. JOB #: 06 -2011 4 of 5 • • • • • • • • •• • • • ••• • • • • • • •• • • • •••• • •••• • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF TIES PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR EXISTING COLUMN (BY OTHERS) LEFT ELEVATION NOT PART OF THIS PERMIT "F" 74" X 38- 3 /8 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "K" 37" X 50- 5/8 "(X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LFfE: 1/8" H.S. GLASS EXISTING COLUMN (BY OTHERS) "C" 37" X 63 "(FD:ED) SERIES C- 740 ALUMINUM FIXED CASEMENT WINDOW- IMPACT N.O.A. : 08 -0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS r5'- Wa77 1 ENGINEER P.E. i'9. 4 ?.4 DATE: 06/10/11 SCALE: 3/16" = 1' DWG. BY: M.RZ. JOB #: 06-2011 5 of 5