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WS-06-1815 �£ Miami Shores Village 10050 N.E.2nd Avenue e6n ism ..•••^' Miami Shores, Fl-33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 10RI'� Permit Permit Status: APPROVED Issue Date: 7/14/2006 Expires: 01/10/2007 Permit Number:WS-7-06-1815 Owner's Name: JULIAN MONTERO one: (305)984-1032 Parcel#: 1132060170920 Permit Type: Windows/Shutters Block: Lot: Work Classification: Window/Door Replacement Section: PB: Job Address: 526 103 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Total Square Feet: 0 RENEE LEYVA (305)254-7442 Yes Total Valuation: $ 7,000.00 Re uired Inspections omments: Window Door Attachment INSTALLATION OF IMPACT WINDOWS Shutter Attachment Final Shutters Final Additional Information Type of Work: No of Openings: 12 Additional Info: Classification:Residential 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. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $4.20 WS-7-06-25485 $249.10 Education Surcharge $1.40 Total: Permit Fee $220.00 MAR 2 1 PAI® Scanning Fee $18.00 Technology Fee $5.50 ^- Total: $249.10 (�6(SQ cc NOTICE: In addition to the requirements of this permit, there may be Building Department File Copy additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 BUILDING Permit No. Jai PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type(circle): Building Electrical Plumbing Mechanical Roofing t Owner's Name(Fee Simple Titleholder L � Phone#_ Owner's Address City State Zip Tenant/Lessee Name Phone# Job Address(where the work is being done) Y Vl �4 City Miami Shores Village County Miami-Dade Zip FOLIO/PARCEL# Is Building Historically Designated YES NO �L Contractor's Company Name V `� wku ` Phone# Contractor's Address City State Zip Qualifier Name Phone# State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# f Value of Work For this Permit$ • Square/Linear Footage Of Work: Type of Work: ❑AdAlteration ditio ❑ ❑Ne Repair lace El Demolition Describe Work: il Submittal Fee$ Permit Fee$ - . CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ See Reverse side- 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 firfn occurs seven (7) days after t e building permit is issued. In the absence of such posted notice, the inspection d and a reinspection fee will be Signature Signa or Agent Contractor The fore a o ledged bef e this The foregoing ins ent was acknowledged before me this day o �' day of by who is personally known to me or who has produced j� d� who is personally known to m r who has produced XM • As identification and who did take an oath. as identificatio and who did take an oath. NOTARY PUBLIC: -' NOTARY PUBLIC: .rte= D\AZ ,. MDNOGPu� �Dp46463g95 Sign: P,'Py8° COMM\SS1a ber20 2p0�� Sign: Print: �Dy/lt k :* Ea atr"'N°rpU� Print: My Commission Expires: " My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) S VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: IIICILUDATE: �'��( ��I �� . ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law. The exemption allows you,as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less.The building must be for your own use and occupancy.It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers' compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initi 2. I understand that as an owner-builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .1 have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. 1 understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets e minimum code. Initial Jl 5. I understand that as an owner-builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate*any contract disputes. Initial _(E� 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this I day ofJA Wl. , 20 B L� 4 i� Y who was personally known to me or who has Pr oduced there License or as identification. OWNER NOT LISSETH DIAZ ;: •Py MISSION#DD 483995 *: M eVIPES:O010bet 20,2009 EXPIR ; ?U,0lcUndenNMets gondedTnN • - l�' � �y�ro Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 l��l Tel:(305)795.2204 Fax:(305)756.8972 BY. 14i BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type(circl Building Electrical Plumbing Mechanical Roofing �_D26b � �s�I- 4_11 Phone#(_iJ) c L ' 10 3 Owner's Name(Fee Simple Titleholder)-To�� carr '�' Owner's Address 3'�A ka tZ 'V--' • (®3 O.-Le-0_+ City ti\�Cl�A► _SVv ^V State Zip Tenant/Lessee Name Phone# Job Address(where the work,is being done) 43 ° IF City Miami Shores Vill a County Miami-Dade Zip FOLIO/PARCEL# ( P a® Y " Is Building Historically Designated YES NO Contractor's Company Name d vie L�j V Phone#,�,5. ��w�4L4<9,, Contractor's Address�1('�� P^C � �L (' s , 3-6 il • � S 13'�-Ay Q�i J r�' ' City k-�` C,_r-,,_ , II State ►� Zip 3?) 1 � (, Qualifier Name L�ml Vo, Phone#1.2�3 4'_14Lj_ State Certificate or Registration No. q 9 fS100 3 ® Certificate of Competency No. 9�1,6�5 00 3 Architect/Engineer's Name(if applicable) Phone# 7 Value of Work For this Permit$ O' Square/Linear Footage Of Work: p[M5 Type of Work: DAddition DAlteration E]New �Repair/Replace ❑Demolition Describe Work: i ��•r ci•1�-i :1 y.4 I�1C� �,j Submittal Fee$ Permit Fee$ Ol CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ See Reverse side Bonding Company's Name(if applicable) Bonding Company's Address City State Zip A�o>t a lr isn -if p licable) Mprtage.Lender,srAAess, 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 EWPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature -�'«� Signature �r Owner or Agent r, Contract4r The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by day of .20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification.and who did take an oath. NOT y,P 1° NOTARVkPK X1( 4 Sign: Sign: Print: Print: My Commission Expires: .• ;IQ*.• INES V.LEYVA My Commission Expires: M° �k�; NOT� �A�Y PUBIC- TATf-qF�re F*O**I9A •+yF'��'••' °�( t o r� � ,� t�r�r***�e�r*�r*��r�r�r�r**�r�e COMMISSION#DD351370 NOTARY PUBLIC-STATE OF FLORIDA EXPIRES 10/1/2008 • COMMISSION#DD351370 •.;dor �aR•. • BONDED ••:;oorrsdp' PIENOWASP/2008 APPLICATION APPROVED BY: l ;� ONDED THRU 1888-NOTARYI F Engineer Zoning (Revised 02/08/06) �� 11111111111111111111111l111l11111111111111111 NOTICE OF COMMENCEMENT OR Bk 25468 F'9 4913i (Ips) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED i 13/21/2007 15:26:43 HARVEY p INY CLERK OF ART PERMIT NO.05Q� TAX FOLIO N0. MIAMI-DADECOUNTYr FLLORID LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: S26 Nt; I63 ST (�•<«ki Stfo1�ES , � 33 t 3 8 , 2. Description of improvement: LIJS7i4LlP�"1roA) of It-PACT LJtIJ S 3. Owner(s) name and address: �Zf'v IJ - l03 ST F-t(Alk( SIRES, R_ 33(36 SJuAZ "6bTr4 H paT&sPLO Interest in property: CXA"iLs Name and address of fee simple titleholder: SA14� Contractor's name and address: JL k P*0 H.,9 "n , �(o rut` toy SZ .020 r oa^gg 511 a/Ltl ,R '5 3 3 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address:��}t-�PcIJ GQD r �Z�o i��i (�p3 S"�� hv�k%( 8. In addition to himself,Owners designates the fallowing person(s)to receive a copy of the'Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. _ Name and address: -�JLCt}CJ �(,',711��t 1;�;"Z(10 S,7. h(I- iit4( D�J i�- 33(3� 9. Expiration date of this Notice of Commencement:.(the expiration date is 1 year from the date of recording unless a dif is specified) gnature of Owner )/ Print Owner's Name �tepared b J`w ti Sworn to and subscribed before me thisdl day o 0 MON�CPV�tt�0X95 ress: �'2C� A Notary Public •`r'v'Y" `lCO�M\pctobg�2�d`v �`ic4ry� ,H �/!r) -+�. 3f3r3 Print Notary's Name ICe( My commission expires: 123.01-52 PAGE 4 8/02 PA,wymrf or ow 1 N hr g� 'y thot MAO i 0 ryll /Of ti N9 Co �!�!I! f✓11t;�1 �ll--= - fl€J Of ti U70— . u FM e Nilf..Fla Antis M qtr ,i VISI, coins 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/20/2007 Permit Type: Windows/Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: MONTERO, JULIAN Work Classification: Window/Door Replacement Job Address: 526 103 Street NE Miami Shores Village, FL 33138- Phone Number (305)984-1032 Parcel Number 1132060170920 Project: <NONE> Block: Lot: Contractor: RENEE LEYVA Phone: (305)254-7442 Building Department Comments INSTALLATION OF IMPACT WINDOWS MAk 2 12001 Inspector Comments Passed Failed Correction Needed a Re-Inspection Fee ($7S) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, March 19, 2007 Page 2 of 2 I � fF` 0 �•. — . 6 �� 00i0, 0. .. ff// 0 *oo re . . .? 000000 ,.� •••f00 . 0• 000000 i CZ) <;l . y�� . o **so* 0000 000000.; @ '1 • tTl • � __00.00_ • 0006 . • . • • 0 •0i. .. 0000•• I 0 00 o 09 Do • • • • -0 • m 000000 i 0 • V\• i ry 4 t � Miami Sh re Eage q6 _0 oq APPROVED ®Y DATE ZONING DEIN BLJ)G DEPT 29 - SUBJ 'ALL CA vl+ 5'4�,o V) Et STATE ANO AULEM ANS REf;I�LATi0�4 Ok. FL- t Miami Shores Building Department Product Approval Schedule / Comparison Chart Address:5 C p s7' Permit No. 06 &/ Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes o Yes o es 1 No +)PSI' -)PSI± (+)PSF - PSF 2.0y Jv AS ' •• !/ c ••••• •�..• •• • 01 • .. ..... v� .... . . r' — 421—/Z7 4' - ' • // 49 PVI C/• • • • f' 07/05/2006 16:03 FAX 305 226 2602 RENE LEYVA R002/019 • rw8o s ° • �... •�. ....�� ... ..w. ... rev.• w��.iv.. •'V• •..tl Ytl 1.J aVJ JV N _ Nt� MWID-DADBMAO=SI MMO H suns D�t M E 003Q'L MM di�WEAK= #W101tRAiGiA B!lR113�,9lRl'i lfe3 raam T capalt oL D1N1BwH 7S-29M.MDR=0 33130.1 M (30�375.2!01 FA><(30S)37S2�s11a NOTICE OFputhdodelm ACANCE�iOA) P.06 sea IM Ndhom%PS.34774 3com the use of ooa+ oo mtadals. Thu MOA is belay issued ander dee spglkablc rules and tepilatto C F Cool Division and ecoap0od The doeamanmioa subma d•bae been ravrawed by Miami-Dade omttp Ploduat by the Hosed of Rales and Appeals SRA)tb be head in Miami Dads Cauah std other arms Mhos■hawed try the Audw ft Having jujadiction(AIM. M& NOA shall not be valid after the dela seated below. The Miami-Dada Coach Product Control Division an Mime;Dade Coanq)attdlbrr the AH7 ga areas other than M mi Dada Cbmw)tr mm a n�to haus tMa pl Ad or=MEW teased for goablty aeaorancs Peas'If this.product at=seeds!taps m p111d1w n in tV die accepted moaner:w mamfadtmee wM iacot the aspenea at sad► tatiotH and the Affi t� immedtateb nzvoke•modify.ar raaI 'dw seed such produd or maeadd wrifhin� BORA mmerva the right to tavd.this we eptsms.if it is demtmieed by Miami-Dade Counts►Prod<rct Com al Division that this product or ma=id tads 110 meet 00 mpkcemenor of the ap*,abie banding code. ?his M,&.t is approved a de.*W h-1%and has been daigaed to comply with the Hilb Velocity HwdrA o0 7ooe of tyro Flodda Hailftg Code. DFBCIWI[ON:Soda"98701"Aheminmrs S6ctpie BumsWfadow AMMAL DOCtJMB1 M Dmwing N&4W,titled"Ahimin m single Hm g WWW,sheets 1 f m4h 5 of s,per,by Telmer,dated TM with Mvialiae on 6MM.0900 and sealed by Robot L Clerk,PE. bearing the Miami-Dtla Caen Pi Cont rd Revisim etaa4 with ft Nadoa of Aoceptanea number and anpWoa dale by the Mlem l-Dade CMM Product Comad DMA016 NIUMA IMPACT BATMGt 1AMP acyl SMOR N&M lmpad IAMM CMI Each mdt shall boa a pa=ssant label with the manodactinuft name or logo.city.ante and foilowring stsmumm-1Niseo-Dade Coady Pladnd Control Appcoved7.unless otheswie0 noted h9u& " Bffi�WAL of this NOA shall be amad=d aths a nwwal ewlicdioo bas boon MW sad deers hes boa no �e in the spplicabla buiME code negadvdy dhmdn the pofan mm.d this product. TBRMIIITATION of NO NOA will ootae dler the 0ergunetloa dyes or if them baa been a revision or change:in the =e=lder user andAm manalhctius of Ow product or process.MImse of tis NOA as an eredorammmt of any p mdt,M for satm advertising or any other rkpoaes shan mtoomdeafly tonaiaam this NOA.Fatlace to comply wilh any section of fliia NOA shell be emm for termination and rrF vat of MA. ADV=r=MZWP.The NOA number preceded by the words Miami Dade County.Florida.Anel followed by the eRmsdoa dere may be&ayWed in advadsirtg]itmuua If any portion of the NOA is dispLyed,then it shell be done in its eatirety. I1elS wnoN:A copy of this entice NOA sball be provided to the user by else mmdiraturw cc its disttibutme sad shall be avati1able for i$Wtjo 4 d)0 sob site gig tits mutest of the Budding Official. This NOA r0eubissa NOA i��fQ� %j4 eelnslst;01 sassPAP 4$as apptovd document mentioned above T]te smitted dwm=UMW w&NhfU"by NOA N0 0}0514°01 • • • • • Expimum Data Navmber 01,2001 . . . . . . . . . . . • Appmel Daae: November Dir 2003 .. .. . . P"Pl �o - ... . . . . ... . . o CD 1/8" w YRNOM amm ME f 'I7�IN0 d"0148: A. 5/10' (.350) L1WNM1Fp CLASS5• S t N p) LIES, CIF /8 �EALEDC�M OC AN .090 vu8 MNLAYER (�) UTES OF 1/8.aT SnW4 g EN AN LASS PV9 MMM LAYER C. ,r�s(te' (.8b) IANt L� ENEp OLASS. A/a'Nq M LC AND S/1 �� 1/d' WAT SMr AYR � CLASS Urr N LA OF t/5• M1NFAlCD Q IyrpA(�) LITE'OF 0. _13!10' 49) LAN la, GLASSClAn 3/8"AIR SPACE AND 5/1 MA ofno 1/0' HEAT SMENQ1Mle MM 4 2.) C01�1011RATU xAv" wrwM (_) LrrES OF ►/e' MEAT EREf�N�� r� s') MOR MSURE RATM9 s!E TAeLr • A NEMTNE OMI0N lOAORMM B ( M (ANO AM E 1000-94 O�R�1pE �yR �ESSLMrE AND SASS TAS E 1300-" MAX r B. POSVINDIDINWN Z 0MN LOW � ON WATER TEST " H* MILNEIGM AT Y1G AltY E t3OD-99 OM Agny E 1JOp•.14 Q{!►�� (M-1989) AND CLAM TMLES IMMI-ME PAIL Adie CM" 50 1/v* 30 1/4' '`'j' L 9lir 1A7Tp(1 Vk0j4M1fSj FTL.1 � C.IVW l.0,1I!'Ile,W WMM&W lAlM Mie jWA ao,t!r"% Fn 1 O.°lade'! sees O ► 0000 0000•• MOM � ••� • • '410.0 • • 4 • 13 1/5' VAMT 4A�D • MAX. O,C. T �aoln • � •.� • • W • a m5.11t8 T • T T • • 00:00 •0i00• S 3/4' •• • 0000•• AMM. 19' e• upy. • 0 WK. ON CENTER • • • 1M. MEAD 81 SILL • • 0 0 0 0 *too:* • 0 •00. • 0 C� F.. 4/, • • •00000 '• ' NATION �' • • N c- 1 to r,G 0.0 r artM N 4) W►C►10R'1mm. '� : 4• lirpr GCM COR#!!R NOW 1MIr. S1N�lNC AT 11FAD i SN L 1� • Ln AMM. fTlOAI GCN CORNER (JMM) a o NNM. SPACENO AT 6 RAL. 8000 �� ~•r•: MAR, 5!•ApNC AT O►HERIRSE: 13.1?S) S"vm Mom ELEVATION NOTES � aNo ---..Ln 'memo �>aaaw� M-IWO t nL-3739 ALJMINU, SINGLE HUNG W/NOOW CD w.w waw.R�+w sw- r NTS 1 or 4040 0 cn 0 0 N ICJ O O t, IM CD CD vIr NOW '•.'1.,. \ rf." 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'�.�./ •I,La.�I�G ��t O , �' ► Ga�:r.-1=---ate— ;'�'�� ■-11Yr[ -.717 �.'�iF. ` R I'^.7��='��l•-tr:rr1:_: �� }/fes/J „ �,. r ' 1.:•' F y•� • ! f VIM GLASS wrom OR -Q ING mo "MUM SAPXX BY sawm On 1/9' MMMLM OR ma I MASS of I - - -09:0- STROPMEMW 000 JMAVI - MW a' QLASS / s �1•I , VWMemaril EI .�. r • ' / o� o 53.125 MawjDTH 737 500 1.123 40.823 DAVtMHT OPENM �Ildi .a__ . 2.710 oPERM _ fl f7�DMNC �8 E 4U50 DAYL16W OKMNG Maw OINNTa c ECTION He" 0000 • s 0000 •••••• •• • ••• • 000:0• •.0 ••.•i• 0000•• 6 • • Z 3�y.w 0000•• 000.0 :•..•: W CAnaff 0000 0000• 0000• x AGM W MNG .. .. 0000 •6:••• ! • . • •. 0 0046.6 • • ••.•• •.•.•• 041d11L • • •••. • • VERTICAL SECTION ••••4 ff1Af Mt nog N _ • • N e may. o0 2.784 4t G SE-77ONS IUIRENCE TEST RMRM* FAL—lEE9 & "L_3739 w..Lorw.aF A LUMINUM S/NG L_ HUNG WINDOW R�lN� ►.0.�i MM '°' w1rf1 �a R iif7� SM-lior NrS 3 � 5 ` ec cn 0 0 N O h O • o ' \ 0 .062 t i v �— �-- LM .062 082 I � � 2.710 .0E2 635 I osZ 2.07.9 737 4 1.803 ALUM. 603-T5 ALUM. 6Q3-T5 -� 1.123O O LUM. �- 6063-T5 ® AWN. 5053H5-T54 E---2.274-� 2.325 - I S1.153 SOEZ I 1.037 9 • Ate` 0 1.707 1.le! —T •• •e • 062 T7 1.34E076 •' • ��j ••. • •• •• • ii ••••i• .050 -'� 1.330 � .413+) r+- ••••••� 1•g••• •••••• OALUM. 6063H5-T54 ALUM. 8063-T5 O ALUM. 8063-T5 ® ALUM. 6063-T5 ALUM.tbV1,T5 • .. •• • •••••• Soo 0 0 000 00000 ••• �••••0 o C-w�A.q 016 I( •• i N §F. + 1 J6;4110 > Ex7R. N T— .ola 7!r C ALUM. 6063-T5 ALUM, 6043-TS � EXTRUSIONS w ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL-1e89 k FM-3739 VA on to c smftd germ n Um sw-7o+ NTS s . 5 4060 D co ' 0 0 N IPS ` O O m 0 ti 0 0 .' '• . .. ! —� 1.250 y 1.290 2 x NOW 1 ! M'DOf1 rf �• 1,230 2 t NOGID • •• • x �. @UOf ••�• • • !lf1CJ11/1'111fV • /17 PAWWAD 250T71 .? r SOT 1/4•TAPM /12 Pvom x 1, x . HEAD n?- HEA D TYP, A T7P. JA1M8 ...... .. ..... 1�R�IA •••• •••• :••••• 1/F'TAPOGN► /12 P1WM rwi • • • • 290 250 ••••• •••• ••••• AIA>< •• •• • •••••• Mfr • •••••• • • • ..� , r 1.SOG .•,+ 1.500 • • N • r� . i A p ND tai OC SW •••• • • •••••• C—MO= 1M98 SK 06:00 • • to s 7 x IrbW • N � •x. . :.. ,. BUCX may T71�$ FX1N. •• • to CD l�'P• SfLL ANCHORAGE ALUMINUM SINGLE HUNG WINDOW /gIgIR�R M� REFERENCE TEST REPORTS: �- ea9 & FTL-3739 xr.Rma ra "mom r►3mm 06-70/ NTS 5 5 4040 D eo co 0 0 N Lo O 07/05/2006 16:08 FAX 305 226 2602 RENE LEYVA Z015/019 .03-31-04 12:21 as FrwM INDUSTRIES SERVICE DEP, T-711 P-01/02 F-TTO NimWNt•DAOE COUNTY.FLORIDA >IUILD1111000N CCMPLL4XCE OF=&(BCCO) MRO-DNDE FLAOLBR ou LDiNo FROM=CONTROL DtVtStON Ido WCST FLAGLeR STREET.3U17E/dao NOTICE OF ACCEPTANCE NOA PCT ladastrin P.O.Be:Lug Nolioni .FL 34274 Scan; Tills NOA is being issued wider the applicable rules and regulation javeraing the use of construction materials. TLs dOaue a0li tiora submitted has been tovinved by Miami-Dade County Product Control Division and aaeptod by the Board of RWets and Appeals(BORA)to be used in Mismi Dole County and other areas vnhero allowed by the Audmgi[y Raving ludwicthm(AIM. This NOA shall not be valid a8er the.dviruiotn dace stated below. Tba MPand-Dade Comm product Control Division An Missni Dade County)andlor die AtU Cut arras other than lKisn i Dtada Courcy)er mm the right to Bruer this prodtu t or material tested tested ftQW ty sastnanoc purposes. it this product a rmtuiat Fails to perform in the 40010811 mmum. do mantlikana vAll incur dos&VCM of such testing and the AHJ rnsy immediately to mt+o-O.or=31101d dao use of such product or materid within their jurisdiction. BORA:cmm the risht Sh UngR if i:is determined by Miami-Dade County Product Control Division that this product a material dtits to tneel the rr quiremaatt of the applicable buildiM cods. 7bb F F a"P le APWoAA as described herein.and has been dosigned to comply with the High velocity Hunieano Zona cfdw Florida Building Cede, DESCRIPTION:Sada*PW 701-Alu iaum F-mad Window-Impact APPROVAL DOCUMENT:Drawing No.4214,dded'.'Aluminum Rived Impact Window",sheets 1 throw af4,peepmed by�&Mrar dated 02-16-9=and IsdmWsed on 09.0"t signed and'C31011 by Robert L.Cb4rk P.B.burin the Miami�adc County Product Comm,Revision Stamp with the Notieo of Aaepta=number and expirWm data by else Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large Minsk Impact Itaigtwt LABELING.'Each unit shall burr a parntutont label%ith the manufacturees name or logo.city.state and followins st4beMM'—Wami-Dada County Product Control Approved".unless otherwise noted horcia. RENEWAL of this NOA shall be considered&ft a rarewal spptitatioe chas been filed and there has been no change iia rite applicable building code negatively affecting the per£ortnatace of this product. TERMINATION of this NOA will occur after till=0111 tion due or if Ihcre has been a revision or chango in tine materials'tK srd/or msnutlletum Ofthe Pro"or Platens.Misuse of dais NOA as an enders emelt of any Pte.for 311hK advertising or any other purposes aWl automatically tenninate•this NOA.Failure to comply With any stento of this NOA ahsll be rause for termination and remprtl of NOA. ADVE1MWmENT:The NOA number,precodod by the words Miami-Olde Conary. Florida.and follavcd by the eltplraoen duo may be displayed in advcnjsing literature: ifany portion of tho NOA is displayed,then it d ley be done In iti ttrtirdy, INSPECTION:A COPY of this entire NOA shall bo provided to the user by rho and amaamufaepirar or hes distributors lae!!6O avaiL�bto for lntper tigt u j�Sit.at wWGA of the Building Official. "is NOA ravim and renews NOA N 9mme.91 ard,iconsists of shis mcndonad aboou, page i as veil a:approval document The submitted documcutation was reviewed by 11haq 1.Chanda,P.E. - .. ... . . .. NOA No 02-871L03 • • • Expinumm Dater October 0.t.2007 • •: • : : : :.: • Approval Dale: oessber 63,2M • • • • • • • • Page l • . • • • • •• •• • • • •• 0• ••. . • . ..• . . m 0 w 0 IL mr wx MIOOW am Er MONCT Numbs tj Sam now. LAN&MOM M RM No V a/la'Mr SONXIMEM60 7ew1i4•711 AIY.6n6 6116�AYO1 of &fte r agmw 3V=OW 1W?1 0oll/+r100�`sclulM OR OPM MRM X10>GYIE AN.Vit'IALAr sr7Rl1eI7B W SUM, •` J)arm PWIRM 4=0 see'6I6ea'1. RM UM rim a am MV mm ®tact aG ar 1q0 i sst -_rT M/ ' 4'iA►apMS ra d;� 11r�ID t - r,1'W 1s:rte ma Q6 a+um- N t/*'W//0'VAX= _ 166C QC V AM- 11 014'W/14 XRmB s)v ma AEeeIee8lr<m:10 Hamas imamm t)Awnwu rear+1v+ --fn-1671 W)Wr Y-)6eer/U 6i Mor In dM b SM M BE MUNIMM 10 AF VAUQZM A RMIM1r AwD 10 OT A1yItm or Ramm oll _ MON COMPARA7111EANALYBIBIABLE 1. MAW 06OOM1•Map/iIWgD GLA Orm-mruwwww".=W,3#ww wMppN 10D00 7ap10 Mm b�ODO 000 01000 M ING I P00 1M PO! Issf 1r>d IOM POs r POS! •••• 710M •006 w0 4" 601 JOA 600 7010 400 F WO JOO a • ••••• •••••• 7tso6 J6n 6a0 Ina !OA J00 6p� JOO � Jl r3 •• i •• • •• amt JOO 10.0 J!0 Ol0 J00 O!1 J07 a 7 J60 •710 10.0 �W;O m0 71p0 ■10 JOD i00 Jta 7 Jl0 W 71000 7010 M 7aA OIA 7MlO 660 JLI N 1 JOS 7 aL0 •I *see • • • Oe17>iDll KLJON 0 JO JpA IDO Js0 i0A i7 7 7 ns JOO TOO •••ops JV 1JI ilA 77.7 771• •• JDO d70 6Ls m! p7 MO 7U a" 7� ••• see'* ••••• a •••••• •••• • • • • go N r/0. AMYL aG 1//maw • It t/7'MON. In 1►//r1 scmw © • • • • • • tj • •••• • • N Z ir �*� • • eree s 0 0 06 4 it MA ARL a c w ` � ISTUON w Q/ta seree11I6 '"'� ALt AMUM FIXED AWPACT WJNDOW rn f f R K o i„r,r +aKaOiOis iv /M►-7bt TS 1 + 4 4T/4 F en .r I cn •:, C, a, 0 0 N Ifl O O ' o • ti CD w- ,� IIfN 'SAI IV./ f ! f YEAgd! Ab 161 x -! �Y o - 2 • 6 t • ~ � #Il6�RIi1 N ~ A!N16NAla 4 ECAMM Elm i; a�tK a .312 rd � i ��7JF 0 -Iva 2,744 .00 Aw ' 1 pyo •••• .874 f"��D • 00000 ...... >1 .� 4083-fif•Kll�f!• ••i •...:. 0 GO 00 ...... CL W O O FIV71R rs W t �, '000060W43 AUK FFAVE AM • ....' ..... 6(W-f3 AL!llf. ••�••� ••�•� 0000• .. .• ••LAI • •••• • N � • • 0000 • • _ � � 00:00 �••••0 N R, _w.�,r�. •• • N 6 WAS .U6 ��,�. Exrr�ustonr _RM ES & B.O.R. Z3 ""'Fara."` &IMINUM f7XED IMPACT WINDOW o �i low a Pt Aso"R aiw wsae� NTS ? + 4 1 41to f 6 f a C. 0 0 N O tir 0 0 v O N O O O r � o AW[ 01KASW mom� cc gym IiORfZOIY/A[ SErfllf7u mm -J. 1 e: 2 w 0 9s N rn 6 N rn AZW 0 N � Il�t IMM 4 2 AXnW �' A/,r A w Smommm •..•.• z I tai .00 MOREAU • • 6666 ••••.� o • • • /gyili�/ • • : 6696•• •• •••.•�] 10 • AIKK to J {� •.4• 0000 ;6669: W�N li�Il_.r f1)6��I/YA111iYf I!1�c� •.4.4• ••••.• 6666• •6•;• •••••••• • • d, • 6669• 5 .• .. •. • 9.99.. 9999.. • • . 9999 •4..•4 7 - •• • 9999 ;9999; 0L 9 • • • F •• • t; � •— �-� •s3 aIMAM 9 SECTi4DIVS GLUM DET t . %%wit go" atvAWN•�F7t�xED IMPACT *7Noow A O r 00 w O r O r, o ' rn CD LQ s e 1 1/4' 1 1/2- AOK AN. MOT�AUATM OF 2 x MOOD 0 8iJC1f TO THE SLESTRArE w_ ENR.'WEp4ED SEPAWaY AND TO •'- BE RENEKV BY BLOC% 0FRU011. e� * a .. ® 4. ' (SEE NOW 1) • : /14 P40610 a ' • • 0000 0000•• 0004, W •••e•0 •• 000.00 0000•• 0000 0000 • • AYSTAL[AWN OF 1 x MW r/4 0000 0000 0000• '� MAX• AiU! 0000•• 0000 ••i••• BUCX TO S!A&SIRATE ID 8E EMNEERED somiwrar. •• .• .. . ....... TYP NEAO 9Rt DAUB rw, trm sSAS • • r' F06AW • • ••s• 0000•• M • • ex Mr W • • 0000 s • O F •+ ��M .0•• • • .01 a s �1�,,��I.LL� co N N O Ina 1. USE M4W WOE C�OUNIY APPROVED aCO OR TY WCOW w A 2. REFDIFN0C Wr REPORT! FFL-1871 f! f "".�. "ri",..�" ;!UWUM F&ED IMPACT *7NWW CD �� nc U:i mon fit UIS 4 + 4 4214 f ._. 0 cc CD CD ai N o O O 0(0 _M I A M I DADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 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"HS 710"Aluminum Horizontal Sliding Window APPROVAL DOCUMENT:Drawing No.4112,titled"Aluminum Horizontal Sliding Window",sheets 1 through 6 of 6,prepared by PGT Industries,dated 2/16/98,with revisions 12/29/03 signed sealed by Robert L. Clark,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MLSSILE 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 ctiM X02%fhaV be travic M to the user by the manufacturer or its distributors and shall be available for inspec_ n at t tj s tAt6se request of the Building Official. •• ••• •• • • • •• This NOA revises NOA#02-0305.02 and,consists of this page 1 and evidence page E-1 and E-2,as well as approval document mentioned above. • The submitted documentatiorC wps 2te1iew(:d ty f r4eodore••Btr4ian,P.E. MW yo. Approval Date:April 08,2004E 3 lip41 � ... . . . • ... . STRUC—J Gr1Zh. Spatre I • • . . . . . . . . . . • •• •• • • • •• •• �TIY,�Y1s�.Al 4, ar PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No.4112,titled"Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6,prepared by PGT Industries,dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L.Clark,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1969,dated 3/17/98, signed and sealed by Joseph C.Chan,P.E. 2 Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3740,dated 03/18/03, signed and sealed by Joseph C. Chan,P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300,and structural analysis,prepared by PGT Industries,dated 1/8/04, signed and sealed by Robert L.Clark,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-1204.01 issued to`E.I.DuPont DeNemours"for "DuPont Butacite R PVB"dated 02/15/01,expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02 issued to"Solutia Inc."for "Saflex/Keepsafe Maximum"dated 05/17/01,expiring on 05/21/06. .. ... . . . . . .. . .. . . . . ... . • Theodore Berman,P.E. Deputy Director,Product Control Division •• •• NOA No 03-0612.06 •• •• 0 ••• • Expiration Date:May 20,2007 Approval Date:April 08,2004 ••• . . . . ••• . E-1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT INDUSTRIES NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,dated January 25, 1999, signed by Robert L. Clark,P.E. "Submitted under NOA#99-0204-03" 2. Statement letter of no financial interest, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA#99-0204-03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBC). .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Theodore Berman,P.E. . . . . . . . . . . . Deputy Director,Product Control Division .. . . . .. . . . . . . . NOA No 03-0612.06 •• •• ••• Expiration Date:May 20,2007 Approval irate:April 08,2004 ... . . ... E.,2 . . . . . . . . . . . ... .. . . . .. .. ... . . . ... . . NOTES: LARGE MISSILE IMPACT WINDOW ITEM DESCRIPTION V.T. QTY./LOCATION VENDOR VENDOR ! 1. GLAZING OPTIONS: 1 FLANGE FRAME JAMB Alum. 6063-T5 612225 2 ALUMAX AF-12225 A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF 2 FIXED MEETING RAIL Alum. 6063HS-T54 4054A 1 INDALEX 64054A DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 3 SASH MEETING RAIL Alum. 6063HS-T54 C 1 INDALEX 64006C 1/8" ANNEALED GLASS. 4 SASH IDE RAIL Aum. 6063-T5 612230 1 ALUMAX AF-12230 B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF 5 GLAZING BEAD Alum. 6063-TS 534571 8 ALUMAX AF-534571 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 6 FLANGE ADAPTER 5 7 8 RIGID PVC 1207 1 t� mids an of frame sill 6gyCUp Q 1/8" HEAT STRENGTHENED GLASS. 7 FLANGE FRAkiE HEAD Alum. 6063-T5 612237 1 ALUMAX AWCLIP 7 8 FLAN FRAME Slil Alum. 6063-TS 612238 1 AT MAX AF-12238 C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 9 ME SILL ADAP Alum. 6063-T5 612239 1 ALUMAX AF-12239 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED 1 H TOP BOT. BAIL Alum. 6063-T5 61 240 2 ALUMAX AF-12 40 COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR 11 SCREEN RETAINER AIurn 6063-75 532377 1 ALUMAX AF-532377 SAFL.EX/KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS 12 5/16' .350 LAMINATED USING 2 LITES OF 1 8 ANNEALED GLASS AND (1)jJTE" HEAT STRENGTHENED GLASS. 13 5/16" .350 LAMINATED USING 2 LITES 1/8" HEAT STRENGTHENED GLASS • 14 AN -UFT CHANNEL Alum. 6063-T5 61224 1 ® ids an of vent ALUMAX AF-12244 D. 13/16"4At�•16. GLASS•CON616TiNG OF: 1/8" HEAT STRENGTHENED G1A55, 15 10 x 1.00 Ph. Fl. SMS 10X1 4 Windlood a ter screws F C •••• $" AIR SPACE AND 5/•I gq 1AI�NATED GLASS. THE 5/16" LAMINATED 16 8 x 1.000 PH. PAN SMS 76X1 PPA 2 for anti-lift channel MERCHANTS FASTENER MPON1Q *(!0? ISTS OF AN 090 PVB LAYER OF DUPONT OR 17 THERSTRIP 1'>,IN WALL BU VINYL 6TP247 1 r G azin ead TFAM PLAS11C5 -247 •••*3AFLEX/KE'V03VrE MAXIMQM•BETV�EEN (2) LITES OF 1/8" HEAT 1 8 x .500 PHIL. Fl SMS 856A 2 weep Latch screws MERCHANTS FASTENER •• STRENGTHENID GLASS. *so*** 4 when usin 2 SweepLatches 4 CPVI IGURATIQNS:vV or OX •• •• 19 x 1.000 PHI P.H. SMS 781 22 (Frame/Vent a . screws MERCHANTS FASTENER • 20 SWEEP LATCH 71096 1 11.5 from ends-v t mtg. rail MINIATURE DIE CASTING PGT.214.XX 3.P€JIVN PRESS41�JaTiNG: ` gs1UWS 1-3 ON SHEET 2 9 ) • 2 if height Es >- 42 •• •• •••• •••• 21 WEEP HOUSING _ 250 3 1 Gmids n 2 1 4 from ends MASTER TOOL 7-M10-250 • • • • 22 W FLAP 70251 3 1 �mids n 2 1 4 from ends MASTER TOOL 7-M10-251 •••• •••• 23 ROLLER H SING 2 t� ea. and of vent to rail MASTER TOOL 70312 **so: 24 BRASS WHEELS 7BRWHL2 4 2 per Roller Housing) VINYL-TECH P.G.T. '.r T-4••MAX WIDTH 25 WSTP .270 x .170 BACK FIN SEAL 61069W Gwent to trot rails & mt , rail SCHLEG L OR EQUIV. F 7826-187 sees: • 33 5/8 i Iks•*••• 33 5/8" MAX • • :so* DAYLIGHT DAYLIGHT 6 SILICON 62899 DOW CORNING 899 OR9927 W THERST IP BULBVINYL 6TP249 1 ® vent 'amb rail•• OPENI�G •• OPENING 1 16 I.G. 1 8 HEAT STRENGTHENE GLASS 3 8 SPAC 5 16 LAMI 1 8 .090M TICS -249 ••••••• • 3 GLAZING BEAD i 3 16 I.G. 6063-T5 4067 INDALEX 64067 31 WSTP .187 x .2:.0 BACK FlN 1060 1 ® MEETING RAIL SCHLEGEL OR EQUIV. 161060G 32 13 16 I.G. 1 8 HEAT STRENGTHENED GLASS 8 SAE 5 1 LAM[ 1 8 HS .090 1 8 H 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS PER SHT 5. 58 1/4" HEAD & SILL: RRVMD MAX MAX. 6" FROM CORNERS. W&r~• ft FlXED LITE MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. As II•� .04 DAYLIGHT / 57" MAX MAX. 15" SPACING. OPENING VENT JAMBS: DAYLIGHT OPENING MAX. �" FROM CORNERS. MAX. 12 1/2" SPACING. aoN� 63" MAX 5. SHUTTER REQUIREMENT: NO SHUTTERS REO'D. F.K. 1212910 G-R�ENDVE AFY 29 CLASS HEIGHT ��' 6. REF. TEST REPORTS: FTL-1969 & FTL-3740 _ FK. '7723/03 23 03 F-N)D iD Rpl 26 X F.K. � 4 03 :1 E- 2,3,6 ADD 129-132 I ly 1 F.K.r. j6/02 -E£D NOTE i 1 '✓ 0.8.- .27i6198 6" MAXl�l > --T v I �t � OX ELEVATION & B.O.M. LG. MISSILE 6" MAX. 4- MAX 1070 TECHNOLOGY DRIVE % 4" MAX i t�` NOKOMIS, FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW SEE NOTE 4 ON MEETING RAIL ANCHORAGE RabwtLCkWk RE ��: Aar PE r-97`12 P.O. BOX 1529 ELEVATION tvdu� NOxaul4, FL 34274 HS-710 NTS 1 of 6 41 12 G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A&C FTL-1969&FTL-3740 A.5/16"LAMINATED(1/8"ANNEALED, .090 PVB, 1/8"ANNEALED) C. 13/16"LAMI I.G.-1/8"HEAT STRENGTHENED,3/8"SPACE,5/16 LAMI(1/8"HEAT STRENGHTENED, .090 PVB, 1/8-ANNEALED) WINDOW I WINDOW HEIGHTS WIDTHS 26.000 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 26.500 66.7 1 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 37.000 66.7 -75.0 66.7 -75.0 66.7 75.0 66.7 -75. 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -7 .0 66.7 -75.0 66.7 -75.0 66.7 -74.0 66.7 -74.0 53.125 66.7 75.0 66.7 -75.0 66.7 -73.1 69.6 -61.6 56.0 -66.0 55.0 -55.0 54.2 -54.2 53.4 -53.4 52.7 -52.7 60.000 66.7 -75.0 '-66�7 -73.5 62.0 1 -62.0 54.8 -54.8 46.0 -46.0 74T 1 -45.1 44.3 -44.3 43.7 -43.7 43. -43.2 63.000 66.7 -75.0 66.7 -69.4 =9 -58.9 51.7 -51.7 43.0 73.0 42.2 -42.2 41.3 -41.3 40.5 740.5 40.0 -40.0 66.000 66.7 -75.0 65.5 -65.556.6 IMF 49. -49.0 41.2 -41. 40.4 X0.4 39. -39.5 38.7 -38.7 37.9 -37.9 70.000 266.7 .7 -75.0 60.8 -60.8 53.7 -53.7 46.3 -46.3 39.1 -39.1 38.3 -38.3 37.4 -37.4 36. -36.8 36.1 -36.1 74.000 -75.0 58.2 -58.2 1 51.3 -51.3 1 44.2 X4.2 37.4 1 -37.41 36.8 1 -36.8 1 36.1 -38.1 35.5 - 5 1 34.8 -34.8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B&D FTL-1969&FTL-3740 B.5/16"LAMINATED(1/8"HEAT STRENGTHENED,.090 PVB, 1/8"HEAT STRENGTHENED) D. 13/16"LAMI I.G.-1/8"HEAT STRENGTHENED,3/8"SPACE,5/16 LAMI(1/8 HEAT STRENGTHENED,.090 PVB, 118-HEAT STRENGTHENED) e e e se WINDOW WINDOW HEIGHTS e e '*so* ...... WIDTHS 26.000 38.375 44.000 60.625 59.000 60.000 1 61.000 62.000 (4900; -00. • • 26.500 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 affilcpfi.o •• •••••• 37.000 66.7 -75.0 66.7 -75.0 N. -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75. „meg� 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 53.125 667 -75.0 .7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -750 .7 -75.0 66.7 -75.0 66.7 -75.0 60.000 66.7 -7 .0 667 -75.0 .7 -75.0 66.7 -75.0 66.7 -75.0 66. - 5.0 66.7 -75.0 66.7 -75.0 r •e• ..... 3.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66. -75.0 66.7 -75.0 66. -75.0 rrw. • 66.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 775.0 66.7 75.0 66.7 -75.0 66.7 -75.0 66. 0 .0 •••• 70.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 75.0 66.7 -75.0' 66.7 -75.0 66.7 -74.9 73-1 -73.5 66.7 -7 .3 • 74.000 66.7 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -74.8 66.7 -73.5 66.7 -72.2 66.7 -70.9 NIP X65;6 see* 0 • • e saw. •• • F.K. 12 29 0 F-UPDATE TABLES 8Y•' Rerleiona: NOTES: F.K. 7 23 03 F-CORRECT ROLE J Rmd Dab:F. 4 3 E-M IJ 16'L& ROTES m"o.s 4 0 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES � F. .� 96/02 D-RfV1SEO TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). Dr B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES () 1.8 . 12716198 , ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). �7 L �Lf GLASS TYPE COMPARATIVE ANALYSIS C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. ) 1070 TeCNNOLOOr DRW Tri NOKOMIS,FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW 2.CWrk.P E P.O. BOX 1529 S-f_/Awd kat.: sh"l: Drowt"g No Ro PcE n9712 NOKOMIS, FL 34274 L wd,� HS-710 NTS 2 a 6 4112 G 5/16" LAMINATED 13/16 NOM. 1/8" HEAT STRENGTHENED GLASS 12 13 1/2" 1/2• .090 SAFLEX KEEP/SAFE MAXIMUM GLASS GLASS QOR DUPONT PdB INTER LAYER TSID BITE OUTSIDE BITE G 1/8" ANNEALED OR HEAT 5 INSIDE 5 SI E STRENGTHENED GLASS 3/8" AIR SPACE 12li 6 6 7 1/8" HEAT 1/8" HEAT STRENGTHENED-"� 1/8" ANNEALED GLASS- STRENGTHENED-� .090 INNER LAYER GLASS GLASS (DUPONT BUTACTFE OR 1 Z 090 INNER LAYER 731 SAFLEX/KEEPSAFE MAXIMUM) (DUPONT W/BUTACITE OR 1/8" HEAT SAFLEX/KEEPSAFE MAXIMUM) STRENGTHENED •••• GLASS • • ®9 OR Z GLASS [--1/8" ANNEALED GLASS • ••• •••• ••••:• BITE • 17 TYp, •• • •.•. •• • • • 0 GLAZING DETAILS• 5/16" 350 LAMINATEpO-lZUS •.•• ••• g •••••• • ••• as • • ••• OUTSIDE IN51Q •••••• Nom" • • • • •••• • • 9 • • • Dare F.K. 12129103 0-RO"ffEW Z CLt£S rfR a.adwm F.K. 7 23 03 F-llEaf 17 SG1LE 8Revad W. 0;1 F.K. 4 4 03 E--ADD 13 16"W ( F.KW-.7�7 6/02 GLOSS TYPE FM GLAZING DETAILS: 13/16" (.825) LG. —INDUSTRIES D Dem 2 i6 98 ' 1 SECTIONS & GLAZING DETAILS �(` L 1070 TECHNOLOGY DWE Trta NOKOYIS. Ft 34275 ALUMINUM HORIZONTAL SLIDING WINDOW PObelt L Clark,P.E. Salm/NeQeL• Sole S 3. om ftv Ne. Rx REFERENCE TEST REPORTS: FTL-1969 & FTL-3740 PE09712 P.O. �z 152s Z SUuc rt� NOKCNiS, FL 34274 HS-71� NTS .3 of 6 4 1 T 2 G EXTERIOR MAX. MOTH ROUGH OPENING ROUGH 11 !2� —MAX. DAYLIGHT OPENING— 2.710 9 OPENING 30 5 7 2.710 7 MAX. DA 7 9 •� 7 5 16 2.784 31 2'784 14 30 5 0 7 10 18 RoucH 3 OPENING 1 4 2.643 .705 .500 MAX. HORIZONTAL SECTION FIXED LITE DAYLIGHT © MAX. OPENING VENT 12 9 DAYLIGHT Max. OPENING 13 3 •••• HEIGHT • EXT RIR ...:.. • • • ...• . • 5 3 4 ••.••• a wise....• •..•.. .••• • 2.094 • • • �� • qROUGH • . •.. ..•.500 .teeF.K. $72U" 0 G kEf0YE ITfY 1B pACSrtR.71019F.K03 F-NO l7fG TJ95 SNT6 RF.K. 03 E-AW 129-132 15 F.K. 02 M-A&GLASS TYPE om aY VERTICAL SECTION r' f N D.B. 16 98 SECTIONS & GLAZING DETAILS JE�� 1070 TECHNOLOGY DRIVE TIXa NOKOMIS. FL 34275 ALUMINUM HORIZONTAL SLIDING WINDOW A L Ci-l4,P.E. P.O. BOX 1529 Scofs: �Q°�" Q'O'1nQ N0. Rer. Ps rai NOKOMS . FL 34274 HS-710 NTS 4 a 6 4112 G APPROVED NOTES: WOOD BUCK (S 1. USE ONLY MIAMI—DADE COUNTY APPROVED ELCO TAPCONS. (SEE NOTE 3.) APPROVED 2. REFERENCE TEST REPORT: FTL-1969 & FTL-3740 :'.. ,' WOOD BUCK ; 1 1/4" MIN. --_— 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. (SEE NOTE 4.) 1 1/4" MIN. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED --/- �- _- - --- 't SEPARATELY. 1/4" MAX. d 1/4" MAX• SHIM SHIM 1/4" MAX. SHIM 1+ 1 1/4" MIN. 1/4" MAX. SHIM 1 1/4" MIN. ©3/16" TAPCON J12 WOOD SCREW© (SEE NOTE 1) ° +II� TYPICAL HEAD SECTION TYPICAL HEAD SECTION I11��,; ;+;:•.." SUBSTRATE ANCHORING WOOD ANCHORING I' d X12 WOOD SCREW ll�li�,. . • 11,x,11 ! I •• ••••: Q3/16" TAPCON ° •• • i I . • • (SEE NOTE 1) • • • •••••• •• ••••• • 12 WOOD SCREW ••••• ©3 16" TAPCON G APPROVED APPROKFD• •••• • / WOOD BUCK 2x WOOD BUCK • • • (SEE NOTE 1) (SEE NOTE 4.) (SEE NOTE*,?)*• •••• •9:0 see • TYPICAL JAMB SECTION TYPIC�A.•L:!;Q SEC��N ; www•w SUBSTRATE ANCHORING WOOpwCHORING w .� 1/4" MAX. • • • • SHIM • • •••• ••••• : �4wlbeMe 1/4" MAX. Z01w : ••• •••• • SHIM •••• PRO •• • •sw.•• • 1 1/4" MIN. Ria ey D.&.' a •• • F.K. 121291036 C✓G 3/16'RW /1198 • •d. —— R�vcd Br: Oo RIM•1 1/4" MIN. — F.K7. 7 23 03 F-RDIIOVE 3 16 TAPCONS 4- .: °•. .n. .. °, RevFI�, 4/03 RE CHG THIS SNT a . ay APPROVED " FK. 9 6/02 RD NOTES 3& 4 2x WOOD BUCK �"".W. "INDZUSTWES D.B. 2 16 9a(SEE NOTE 3.) Deerrryuon: TYPICAL SILL SECTION TYPICAL SILL SECTION ANCHORAGE SUBSTRATE ANCHORING WOOD ANCHORING j ��! 1070 TECHNOLOGY ALUMINUM HORIZONTAL SLIDING WINDOW NOKOMIS, FL 3427575 rdre: Robert L Clerk P.E. P.O. BOX 1829 Sanas/Model• Saob: I Sheet: Droning Na Rer. 51�ra? NOKOMIS. FL 34274 HS-710 NTS 5 "f 6 4112 G L d , 1 ' 062 .705 � t .062 � � I I � 1.349 2.784 1.187 .062 .062 1.187 11--55 1.291 r' �T 1.403 1.081 -�-{ �� 1.970 •� [-- .737 3 ®SASH SIDE RAIL ••' • 99 Q FIXED MEETING RAIL SASH MEETING RAIL 6063—T5 ALUM. 6063HS—T54 ALUM. • •9.9 �V;JANGE IeRIME IAMB 6063HS—T54 ALUM. • • •••P063—T5 ALUM. 0000 � • 0000•• 0000 . •. *00* .062 — - 1 .... �•:••� 000009 .062 .:.. 1.O�Z.�{ � • .062 -- .723 1.373 2.094 •99. ••'x'78 is**: I 1273 688 1 1.122 .L • I . � Fes-- • • ••• 2.710 -►1 :0000 Q.gfGLAZING•:+BEA'D @ WIND LOAD ADAPTER T—� 2.710 so.6063—T5 ALUM. 6063—T5 ALUM. O FLANGE FRAME HEAD FLANGE FRAME SILL 6063—T5 ALUM. 6063—T5 ALUM. �Mtcr ��9irtwwrW 1.187 � {-- .062 1 � 1.097 � —� 683 1.183 �� 2.074 050 Roved By: O2 Rwtdov 1.349 30 13/16" GLAZING BEAD F.K. t2 212910 T—NO AVG THIS Siff 6063—T5 ALUM. R °o Rev>alans .062 F.K. 7 23 03 F—Am CHO 7HS SHf 10 SASH TOP & BOTTOM RAIL Rewd Sr. Dote° R.viofwm 6063—T5 ALUM. A _ Revm O FRAME SILL ADAPTERF.K, s 6 02 D—NO CHG THIS SHT 6063—T5 ALUM. JFK 1l 2 of INDUSTRI oeeo�w+ea. EXTRUSION PROFILES �R-bffit 107NOK ISN0i 4275 ALUMINUM HORIZONTAL SLIDING WINDOW L Clark,P.E. araeeREFERENCE TEST REPORTS: FTL-1969 & FTL-3740P.O.�x lszs /ModQi sem: ��Na Ror: PE#U712 NOKOMIS. FL 34274 Suuctutal Hs-Ito NTS 6 e� 6 4112 G -0(0 5 MIAW-DAVE CDUWY,FWRIDA METRO-DADS FLAGUR BUR DING BUII.DIW CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGM Si'VEM SME 1603 PRODUCT CONTROL DIVNION M1AAs1,MIMM 33130-1563 (305)375-2401 FAX(305)375-2948 NOTICE OF ACCEPTANCE(NOA) PGT Indusbtas 1070 TedmalM Drive Nokands,FL W74 SCOPE: This NOA is being issued ander the applicable rules and regulations governing the use of construction materials. The docmaicnmlion sabrinned has been reviewed by Miami-Dade Courity Prodtd Control Division and wcepted by the Board of Rules and Appeals(BORA) to be used in Maw Dade County and other areas where allowed by the Authority Having Jurisdictim(AHJ). This NOA shall not be valid after the expiratiort date stated below. The Miami-Bade Cady Product Control Division(In Wiami Dade C meq)author the Alit Cm areas other than Akliami Dade County)reserve the right to have this product or dial tested for quality acstuance:purposm N this product or material fags to perform in the accepted t> , the manufacturer will im:ta fife expense of such telling and the AEIF my immediately revoke,modify,or suspoW the use of such product or dial within their ju ivulic ion. BORA.reserves the right to revoke this acoeptatsoe,if it is determined by NbnwDa&County Product Control Division that this product or material fails to meet the requinments,of the appficaW building code. This product is approved as described herein.,and has been domed to coinply with the Eftgh Velocity Hurricane Zone of the Florida BuJ-Wft Code DESCItIPTI®N:Seder C-740 Amnion Capt Winftw-Imtlast APPROVAL DOCUMENT:Diswmg No.70454,tithed"Aluminum Casement Window,l qur,sheets 1 through 12 of 12,dam 12JI71M with revises C daft d 7110W.Wepared by mituhMner,sips d and sealed by lAwaS A.Turner,PE,beams the Miami llade County Pmdm t'xmn l Revision sump with the Notice of Acceptance utmtber and expiration daft by the Miarru Dade Comity Product Control Division. MISSILE IMPACT RATING:Large and Small missile Impact LABELING:Each unit shall boar a poinmad label with the nanufactut ee's nark or city,state and following slates%fhuni-Dade:County Pwdu ct Coetrol ApproveC.uudess otherwise noted bosein. REWWAL of this MOA shall be constdrred aft a renewal qTlication has been filed and there has been no change in the applicable building code Lively affecting the perfurnanice of this product. TERMINATION of this NOA win occur after the expiration finis or if there has bonen a revision or change m the materials,use.mWw mmifitcuire of the praftet or pavices&Wan of this NOA as an eadmwinent of any product,for sates,advertising or any odwa purposes shall automatically terminate this NOA.Failure to comply with any section of ibis NOA shall be can for termination and removal of NOA. ADVl3RTWWdENT:Tho;NOA ntmrtber p=eded by the words 'Dade County,Florida,and followed by the expiration date may be displayed m advausing htzr� If any portion of da NOA is ftlayed,thee,it shall be dons in its entirety. INSPECTION:A can of this Mire ACOA shall bre provided to the by the mmtufaeturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 4 82-1224.022 consists of this page 1 and evidence pages E,1 and F 2,as well as approval document mentioned alcove. The submitted documentation was IevWfd by l*7agu d.Pa a rJ& • . . . . • • . .. • • • • • • • • NOA No 03-0611.02 E:phatlon Date. May 22,2008 Approval hats: October 9,2003 . . . . . . . . . . . Page h . . . . . . . . . . • .. . . . .. . . . . . . .. . .. . ... . ... 03-0811.g2:jC�aspmen1740.rnax • . • • • • • ... . • . .•• . . NOTES:LARGE MISSILE WINDOWS CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS 1.GLAZING OPTIONS: W A.5/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 118' SHEET W ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED al $ } x 0 x x 0 LC NOTES........................................... 1 N x o x X O x GLAZING DETAILS........................ 2 O GLASS W/AN,090 INNER LAYER OF SOLUTIA OR DUPONT PVB. DESIGN PRESSURE TABLES B.5/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 1118" DESIGN uTEs ELEVATIONS......................ES.....,....... 5-8 3-4 0 HEAT STRENGTHENED GLASS WIAN.090 INNER LAYER OF F2 [K� x o SOLUTIO OR DUPONT PVB. SECTIONS...................................... 9 .. UNEQUAL LITES CORNER CONSTRUCTION........... 1C- C.7/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 3/18" EXTRUSION PROFILES................ 1 ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED a O x X 1 GLASS W/AN.090 INNER LAYER OF SOLUTIA OR DUPONT PVB. PARTS LIST ................................. 11 0 D.7116"LAMINATED GLASS COMPRISED OF(2)LITES OF 3/16" uNEQu L LITES ANCHORAGEE................................. 12 `1 HEAT STRENGTHENED GLASS W/AN.090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E.13116" G.GLASS COMPRISED OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS AND(1)8116"LAMINATED COMPONENT WITH A 318"AIR SPACE. 5116"LAMINATED GLASS COMPRISED OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT INNER LAYER. 2.CONFIGURATIONS:X,XX,X0,OX,XOX,0 3.DESIGN PRESSURE RATINGS I COMPARATIVE ANALYSIS TABLES: A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-88(AND ASTM E 1300.94 OUTSIDE a MIAMI-DADE COUNTY). B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98(AND ASTM E 1300-94 OUTSIDE j MIAMI-DADE COUNTY). C.DESIGN PRESSURES UNDER 40 P,S.F.NOT APPLICABLE IN MIAMI-DADE COUNTY. D.FOR"X'CONFIGURATIONS SEE SHEET 4, •::::• ••••• w E.F SHEE 4. F.FOR,44'XOX•&40"CONFIGURATIONS SEE SHEETS. •so• • G.FOR W4"XOX"&'XO'OR"OX"CONFIGURATIONS SEE SHEET S. •••:•• ••• sees*, v H.FOR UNEQUAL LITE"XOX,"XO"&'OX"CONFIGURATIONS SEE SHEET 7. •••••• • 0 4.ANCHORAGE:SINGLE ROW OF FASTENERS LOCATED AS FOLLrjWS: :*so*•••• 3 HEAD&SILL: MAX.4"FROM CORNERS '**so• • • MAX,4"&7"ON EACH SIDE OF MEETING RAILS ••••.. .... ....... .. MAX.14112"SPACING ON VENTS ..•..• • •.. .• y MAX.13"SPACING ON FIXED LITES • ►- (2)ANCHORS 3'APART AT MID-SPAN ON FIXED LITE ONLY :*o:*: PRODUCTASYISED •• JAMBS: MAX,4'FROM CORNERS .�aaua Mylle�e ei•eWv;••• C MAX.13"SPACING . . 4c""'"'Me p8. (2)ANCHORS 3'APART AT MID-SPAN •• • • •i NOTE: 1/4"TAPCONS OR#14 SCREWS MAYBE USED AT THE A80VE SPACING. SEE SHEETS 4,5,SAND 7 FOR ALLOWABLE DESIGN e PRESSURES IF USING 3118"TAPCONS OR#12 SCREWS. 5.SHUTTER REQUIREMENT:NONE REQUIRED 6.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7,REFERENCE TEST REPORTS:FTL-3580,FTL-3582,FTL-3587 AND FTL-3729 a -7/o4�3 CD IRK 3117/03 4 A6VISEANCN0RAw"Ore• NOTES AND TABLE OF CONTENTS Ci 1090 TECWYOI.00iYORf�2 RK 3183103 B ADD 13/'18'I.G.d MOVE WONG DETAIS TO MEET2 NOKOMlB.I 3437? W ex ALUMINUM CASEMENT WINDOW,IMPACT C NO CRANGE THIS SHEET AA BQ)f 1828 aiw, t.r Ana w +�' Luam A. PA eTumar,PA m,F r,aK woxauls,ct wT4 Vu;blr Barer 04-740 NTS P W 12 7045.8 C M•dha w Fit 12/17/D2 CC .090 SOLUTIA OR DUPONT PVB INNER LAYER 116"ANNEALED GLASS 1+- 11.3'HEAT STRENGTHENED GLASS 43 46 30 31 c c cs 40 •65"NOM. 13!16" O ar GLASS BRE W16"LAMINATED COMPONENT v 118"HEAT STRENGTHENED GLASS c 44 3/e"AIR SPACE -.[-�090 SOLUTIA OR DUPONT PVB INNER LAYER118'HEAT STRENGTHENED GLASS - Ile"HEAT STRENGTHENED GLASS 43 46 5 5116"LAMINATED .66"NOM, GLAZING DETAIL 85 GLASS BITE t+ c � D .ON SOLUTIA 44 OR DUPONT FNB cD INNER LAYER cr 3116'ANNEALED OR 3,116"HEAT • 6069• HEAT STRENGTHENED GLASS �..-- STRENGTHENED71 Dow � 32 33 43 GLASS 13/16"I.G. � •' ••• •' ►s 5 . ..•. �•: ....: { GLAZING DETAIL 000 3 41 GLASS BRE •••• �••••� 0000 V,_ VT �C • 0000 0000• • • 900:00 •• •• •• • 00.00 • e44 0000•• • • .. i • i PRPOifiSui:�►MRn ••••i C n cM d I" tllo f WHIa • cn •• . P r{ er � 5 7116"LAMINATED 46 e GLAZING DETAIL W _ oQ P,K 3/?= 8 REOPAWGdAWGJETAX$AAIDI WVI.G. �.'ltv/. graffor r070 rEQNND►,00r wart GLAZING DETAILS F.K 711"3 c NOCW4EMSSMEEr Noxoms,FL 34275 ■ pLLIM1NUMCASEMENT lN1NDOW IMPACT � P.O.Q011't323 Lue06 A.Turtl@t,O.E. n m": t"acbtl DL WWCIW3.FL$074 Visibly Better .uee.rme^. .cr aowp m w^ P6"mi 03Y1= CA-74.5 NTS2 0 9c 104b$ C be nlat'" INGE ANCHOR LOCATION AT HHEAD& 73"MAX.WIDTH 30a MAX h LOCATION SILL OF'X'PANELS, DAYLIGHT Q ANCHOR TYP TYPICAL.SEE HINGE OPENING N 1 1/2" LOCATION DETAIL SHT.4 C CENTERLINE 9EE MIO-SPAN a ANCHOR DETAIL v 1 112' 7 66"1 IAX _ i -7" / DAYLIGHT 4'MAX. �, ,� OPENING 4"MAX. 13"MAX.O.C. _ I — 63'MAX. MID-SPAN ANCHOR DETAIL + SEE METING HEIGHT (SEE SHT.1 NOTE 4) MEETING RAIL DETAIL RAIL-DETAIL (SEE SHT.1 NOTE 4) 1 TYP.(21 4" L_ / SEE MID-SPAN 4'MAX. + 141/2"MAX,O.C.TYP. w � ANCHOR TEP(2) ELEVATION"B"-63'HIGH"XX' ANCHOR 134"MAX.WIDTH— (SEE SHEET 5 FOR PRESSURES) cc LOCATIONS 30'MAX. 53"MAX. 30'MAX. •••••• 04 n SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT " " •• ••••• ( A NOTE: X PANEL MAY SWAG C NO—E 4) OPENING OPENING OPENING IN EITHER DIRECTIOR ' '•'• : •• h � �� sees•. .• ....• • '•sees sees** • 3 SEE MID-SPAN •see e••• ••�e• ANCHOR DETAIL •• e•: e 5w,MAX ..•.•. I'=110rREVISiEODAYLI •s / %' OPENING ' • ' BUWI 0cwig0n Fto ..:. o / / : .'. �� ocm 2 C 13"MAX.O.C. x ' X .. ZZ 63"MAX. r y ® HEIGHTN cc 4"If 4'MAX•-� �-'-- " 13'� MAX.FIXED SEE MEETINGO `+ �� 14 1/2"MAX.O.C.VENT HEAD&SILL ONLY 37 MAX. VENT TYP. RAIL DETAIL TYP,(4) ELEVATION"A"-63"HIGH"XOX'(SEE SHEETS 6.8 FOR PRESSURES) r XX"&XOX"ELEVATIONS r 1070/CCrMbLOCd lo."IS rn F.K. 3?�09 B QId4NOE bYrEET N0.AEFEAL'NCf9 IIOAkAk19.Ft Sa2yB °"� ALUMINUM CASEMENT WINDOW,IMPACT P.K 7/iQRJ C ADONGVQE LOCA TOM O&7AlL3 Pa IPQ)(W78 LUcae A.0201,P.E . ore: cars NOKOAfW,Ft it27a VLrthly Hatlrr '"'�1"� � """`°"" PB 4tl82G1 F.K. 12/17/02 CA•Ta0 NTS 3 a 12 7045-8 1"i Mechankffi co 32"MAX.WIDTH A DENOTES HINGE -37"MAX.WIDTH 60"MAX.WIDTH N 25"MAX. LOCATION AT HEAD& 30'MAX. 53"MAX, DAYLIGHT SILL OF"X"PANELS, DAYLIGHT DAYLIGHT OPENING N OP ING TYPICAL.SEE HINGE OPENING i DETAIL SHT.4 SEE cm SEE MID-SPAN SEE MID-SPAN ANCHOR 58"MAX, � MID-SPAN ANCHOR DETAIL DAYLIGHT 01 ANCHOR DETAIL 56"MAX. SHT.3 OPENING SHT DETAIL3 , DAYLIGHT TTP•() _ DAYLIGHT TYP.(4) l / TYP.(2) - / OPENING OPENING / " Fr 63 MAX " 72"MAX. 13" �_ HEIGHT 0 HEIGHT 13" X HEIGHT MAX. I' X O.C. MAX. O.C. O.C. q" - q"M 4 M �� I L 13"MAX.O.C. 141!2" ---►►►��,III" 4"MAX. MAX,C.C. 4"MAX. ly 4"MAX.-�+ I+- MAXI 0,C, ELEVATION'D"-BY HIGH"X"14 ELEVATION"E"•63"HIGH"Q" (SEE SHEET 5 FOR PRESSURES) (SEE SHEETS FOR PRESSURES) ELEVATION*C"-72 HIGH"X" (SEE SHEE-S FOR PRESSURES) M ®T'MAX.WIDTH NG 00000 0090 090• PANEL MAY •••00 DAYLIGHT NOTE:72"HEIGHT 63„MAX ® NOTE: N EITHER DIR C71W AVAILABLE WITH -� DAYLIGHT OPENING ��• • ••••• •• OPENING SINGLE VENT . .•... A CONFIGURATION - "•"' :see*: ONLY SEE ;' SEE MID-SPAIt"". 2 MID-SPAN I ANCHOR DETAIt••• ";" ANCHOR SHT.3TYP.(2y9:••: 000:00 000.0 y DETAIL .. 00 00 0 0.0000 SHT.3 56"MAX. Pw-nuLl REv • ar CL TYP.(2) •0 0 0 0• "n canplyl5µnitfi Abti� '. d DAYLIGHT . OPENING ' • moi+ ++ •• •• X 0 e to • N HINGE LOCATED APPROX. 13" 63" r cwtivl N HEIGHT SEE MEETING ®t W FLUSH AGAINST JAM, MAX RAIL DETAIL SHT.3 TYPI:AL HEAD$SILL O.C. TYP.(2) US HINGE LOCATION DETAIL q"MW7 T1. .. � 13"MAX.O.C. u 141/2"MAX.O,C.VENT 4"MAX. I ONLY " --I ' HEAD 8 3 LL O L 3T MAX.VEN 60 MAX.FIXED sy ELEVATION"F"-63"HIGH"XO"&"OX"UNEQUAL LITE(SEE SHEETS 7-8 FOR PRESSURES) F w st-7/m A EWMANCHORAW '7l", "O" "XO"A "OX"ELEVATIONS F I. On revrunor DDr Drove FK Saw B CHMIMSHEET80.REFEWWM haOKOttf1$R9a2H c"' "F ALUMINUM CASEMEIVT WINDOW,IMPAC- Ir 7/row C ADO NNGEDETA881i/NGE LOCATM NOW Pa Beg ISO � Lt=&ALTutw.R.E. y; NOKMd18,Ft 9074 Visibly goon n"�1i ""' PE tS8201 FX 12/17!02 F.K. CA 7a0 iVTu� 4 Ts" 7045$ Ci Memantm COMPARATIVE AULYSIS TABL ED ON 1W TAFCONS OR 014 SCR "X" WINR.OWS TEST REPORTS: FTL-3582 FTL-3587 FTL-3729 GLAZIN3 NS: A. 15-LAMI 5.5116-LA 18' ,r ,118" S) 01 26=0 31.000 38, ---39.376 43,000 48.000 1 50.8281 64. 57.000 8, DO 8 . 0 72.000 N WIDTH E EG N S p A -9010 C.0 -80.4 70.0 -90. 70.0 •90 0.0 -90.0 70 0 -90.0170,1 -90.0 0.0 -9 .0 7 ,0 -90.0 70.01-90,0170.01.90.0 7 . -90.0170.0 -80.0 70.0 -90-0170.0 19.126 S E 0 7 -90. .0 - 70 0 70. . 70 -90,017 4. .01-9o'-ofq .Q 70.0 •90.0 70. .0 0o 24.000 A -90.0 7C.b -90.017p.0 -90:0 70.0 -SpA 7610 - .Q 70.0 -90.0 7 , •90:0 ,MC -90.0170-. •90:0 70,0 -89.8 0, 3 70,0 -84.2 70.0 -03.2 70.0 -81-7170.0. ul E -90.0 7C.Q - .Q 7 d •90 70.0 • ,0 70.0 -80.0 70.0 •�Q:90 70 -90.0170,01.90.0 170.01-90. 0 - 0 7010 -90,Q 70.0 0 - 28.500 A 0.0 7C.0 -90:0 70.0 - 170.01. 0 • 3.617010 •79.9 7 A -75.4170.0 • -87.8 87.8 -88.2 68.2 I5. 85.0 -63.7 83.7 c 8E - 7 A • Q 7 -90.0170.0 - 70.0 70,01-90.0170, -90,0 70.0 ,0 7 ,0 -9Q. 70 - 00 -00.0170,01-90.0 70, -90.0 7 .0 30.000 A 79q, 70.0 -00.0170.0 -90.0 70.0 -87.4 70.0 -77.8 0,0 -08.4160, -63,9 631 -60,0 i5 ,0 •5 ,6 $8, -88_.2 - .4 63.4 •6--3- 1, h9.8 49.8 -48.3 48.3 • 0 7 .0 -8010 70. -90,0170.0 -90 70,01-90.0 �i -90.0 70.0 -9010 70. -90.0 70.0 -90,0 70,0 ,Q • 0 70,0 -mo 70.012.0 70.0 -9010 70.0 32.000 A ".90.0 70.0 -90.0 70.0 -86.9 70.0 -81;0 70,0 -71,1 70,0 -61.8 :8 -69.9 .9 - 1 -53.0 .8 -60 :4 •47.7 47.7 •48.8 48,6 .9 43. -42.2 42.2 7 .0 Q 70,0 - 0,0 0.0 • 0 70,01-90, 74.4 -90. 70.0 -90.0170.0-90-0-70.0 •90,0 OA - 0 7070,01-U,,8170,01-84,4 70.0 34.000 A -78A 70.0 -75,0P0.0 -75.0 70.0 -76,0-7 -' -88.6 66.5 -67. 671- - .9 84:9 - 1: 4i , 48.8 •49,2 40,2 -42.4-42A 70,Q -75.0 70, -78 0 70.0 -75.0170.01-755 - 6 0 38.000 A -760 0.0 - 6 0 7Q.0 -76.0 7 -7 A 0,0 -80, $ . -84 ,3 -.51-11511t.47.9-1-47,01-44.84 :8 '-42 a A719,1 y E - 6 0. • 0 0 • Q - 0. - 6,q 70, -7 ,0 ,0 -7$ .a - b 0 7Q • 6A 7 •- 8 A 70.0 •75.0 7®.0 -73,7 70.0 -p/.9 +97,9 • 9, 4 .8 1 49.9 49.9 -45.4 4 3:8 43.6 1.1 1.1 37.000 - `� - 0 0 - 0 - -7 , Q - F4. Q - 6,0 0 0 • 8,0 70 p • 0 TABLE 2. b OIV'li4°TAPCON§ R 1 lC 8 "X"WINClOWB _._ _ _ 9R P RTS FT X880 FTI.-3'15$7 G G O N: C. 11 _ X 63,00 A X' 8 T 3 . I x I 0 ►Oi cc Q - -TI ANAhYSI n t�0 _-28 IN1 - - EST-RP RTS: Fn- '1111• 1111.. _ _ , -1! • • MFMIQHT see W. 0_ - 31 6: 88.3 8 -43: 48.0 28 60.0 _6 : 00 60. ..•�.. .. ..•.•. v N p •111.1 • - �. 11.1.1 7.000 A -7 -. .0 78. D -75,0 7D.0 - 6 0 7 ,0 -76,0 74 D 0 70 - 0 -76,0 7 .0 $. -78.0 70.Q -76.0 70.0 •••• •••• • 3 43.000 A -76 - • 0. 8, 0 -713.0 7 0 -75, - 0.0 - �i p p -75.0 70.0 -78,Q 70.0 -78.0 70.0 ••.•.• • • 48.000 A -7$0 7.0 6 7 , •76.0 70.0 -78A 70.D -78.0 70.0 -7 .0 7Q.0 - -I$,0 70.Q •76.0 70A -76,0 70.0 •••••• •••• ••i• • 63.126 A -78,0. 7'0.0 • 6 70,0 - .O 0.0 -75. 7 . -75 0 q 0 -7 , 70, -7 7a,A -7 0 Q -7 . 70.0 •69.6 $9 6 •67.6 87.8 ..••.• •..• •••• y 87.000 A -7 0.0 0 .0 -76,0 10.0 -75. 70.0 -74A 70.0 .6 669 -85.2 66.2 3,0 3.0 •60.8 80.8 -68.0 68.0 1111.. PRODuclmvltu 0 no Om in xk6 Dm Flo" d 60. 00 -75.0 7 0 •76. 70.0 -76,0 0. -7620114. -76,0 .0 A 48,4 9 .0 60.0 -8016 . 2 .4 3 4 • • unwi.R°�.d. .••• • 64,00 A - .0 7Q0 -76,0 70.0 -76A 70.0 -75.0 70. -71A .0 -61,8 .8 $.9 58.9 -86.1 681 -53,6163.81-80.4 •47.7 47.7 ti.an�no - 2 C • • C r!lNGMio 88.000 A -75.0 70 D -75,0170.0 -76.0 70.0 •78,0 70.0 •86.8 8a,8 -67,6 A7,5 - 4. 64.9 •81.8 61.8146.6148,81-4-5,2141 •4 . 4 . L* 72.000 =- 5, 7 .0 •75.0 70.0 -76.0 70.0 -70A 70.0 •60.4 80.4 4. •6 51.1 -47.9 47.9 -44.8 44:8 -42,3 =39,7 39.7 a ►i A -76.0 7 - 6 0 0 -73.7 0 9 8 •�0 - 8a.8 -4 .9 99.9 4 6 41:g3,5143,11: 1 38. w� - - - - 1 N TABLE 41BASE0 IO A-- A 010t.14 SCREW _'W WINDOM B TRE RTS, F°TL-=2 F L37 9 G G Oto: . I8 .09D, /8 18 RANI -W 118'" 118" 8 u T 4 °W x , 1-70,01Z21 AB E9 114-TAPOONS OR 81 9 'WI W _ TEST REPORT;FTL-3680 NATE: T USING WIS"TAPCONS OR G I O O ION: , 1 "HS 012 SCREW$DESIGN PRESSURE ALL' UP TO 74-OWx 53.DW"HIQH FOR°XX-WINDOWS IS LIMTED TOty 48,7 P.6-F 7-116103 W FK x 311),43 a aEvuLSTABLsstAMos �� ssTrvBAwwrto"reehwOLOorOR" PRESSURES X&XXC7NFIG.WINDOWS FK. 32M ADD GLASS ME E TO TABLES t d 0 KOMARS,PL W, f*. � K. rilo 3 Nowsw c No CHMSE THS SWET a.�Li tete AtUMINIJMCRSEMENTWINQOW,IMPACT F. ma AlOKQALr1�FL 90?7� Virihty Netter ,8-a o+wr +�• PE M201'E F.K. 12HM2 CA-f10 NTS 5 • 12 7043.8 1 C MunAnGw MPARATWE ANALYSIS TABLE 8.JBASED ON 114"TAPCONS OR#14 SCREWS 12 4- - R TEST PORTS:FTL-3582 N g A,. l(318 , 1 ) FTL-3582 N E.1WIT'LAW 118"HS 318-SPACE 5118"LAMI-W/1WHS 118"H FTL-3729 H "O" "XOX" 29 OMW 31. 36, 38.376 1 43.200 1 48.000 60,836 64,000 87.00 60.000 63.000p WI WI TH EQ12�1 PAS N O NEGIPOSINEGIPOSINEGIPOS N' EQ PUS EG G t3 POS Eta X 0 X w _ -76.0 170.0 -70. 7 .01-76. A. 0, 70 0 =80,4 60. - 3 1.1 81. ,9 -44.6 44.8 -42.2 42.2 -38.7 31�. Op 38.000 72.1X;0 H E . -76.0 • 0 •76. 70,01-75,0170.0 -75, - 8.0 G 0 - .q -9 .0 7 ,0 -90. .0 .q .0 - 0 0 - 7010 -80, 0, -80.0 70 Q •8d.d 70.0 70.0 .d -75. 97 -70;0 =67.9 87_,9 •69.0 69.0 42.8 12x.8 =49.9 49I3 -48, -_ . -43:6 43.6 --41.1 41.1 -38.8 38.8 O •• 37,000 74.000 -76,0 7 , -- 6 -75. 7 - 8,0 70.0 -75.0 -7 . -73.0 70.0 -76,0170,01-76.0 .d • 6.0 70, -75 7 .0 A �0, 7 . 7 0 .90 70, 7 O 7 . 0 70.0 70. 0 q T A --76,Q 70 0 - 70 0 -87. 67.8 -82.1 2A 111151 4 , 9:8 - .p 494 -93:8 430-41.• 1 41:1 -36.8 98.8 - .5 .5 NOTE: IF USING 3118" 38,300 78.000 B -9 , 70. -75,Q 70.01-75, , - 8. 7Q.0 - 6.0 74 0 -75.0 7'0,0 -75:0 70.0 -75;a 70, . -75,0 0,0 -78.0 0.0 TAPCONS OR 412 SCREWS 70 - . .0 7 .01-00.0 ,0 - 70,0 - .0 -90 .0 70.0 -_ 0 •6 70.0 DESIGN PRESSURE FOR"0' A 8, 70.0 -76.0 7 0 .82,4 4 - .4 68,4 -83,3 83,3 -59,4 006-4--.- ,4-53- 42,000 83 60.0 13 t3 3 3 .41.9 41.9 WINOOWB IS uMiTED Tti 42.000 84.000 l9 E -75,q 70.0 -75 70 0 .78 7 Q - 10 0.0 -76,0 70. -75,0 70. - 70 -75 0 0 -7 70: -7 4 7 01-7 0 62.1 P.S.F. C -80.0 70 .0 70.Q -901170.0 - ,0 - 70,01 .q 0 0,0 -79.7 70.01-76,6170.0 DESIGN PRESSURE FOR - _A -76¢:0 70.0 •7q:3 7Q 0 -88.0 68:0 ,3 -83.8 -s0.9 .0 -47.8 47.6 -44.7 44,7 •42,1 4 .1 .7 9.7 LIMITED TO 13 P 8 y 46.000 90.00Q •7 0 _ • • 0 70.0 -743 0 - 6.0 .0 - 6 a 70. • 6.0 .0 0.0 0 7 0 -90,0 70,0 -90. 7 . - 101-90.0 q .8 .8 0 - ,9 0 T89, 9 • !y A • 6: V70,01-913.0 01-64, 514.3 -5f,11511 1 -56.1 55.1 =614 69. �8.® 48,8 •4Q.9 48.3 , 42.5 • ,4 d. $, 48.000 96.1700 .0170,01-75,017 -7 .0 7 . -76,0170, - 6 ,0 Q . 6,0 70 q - , 70 - 5.0 70,0 -75,0 70. -7 , OA -90.0 0 -90,0 70.q - , - 70.01-88.0 0 40,0170.0 .70.0170.01-70.7 70. -67 67. --64,1104.1 a A •�I3.0 70,0 -8 ,8 841St-61-31 9 3 -46.8T-48.3 - . 82.7 •433:7 487 •46,9 48;9 - 8 1,3 41.31-39.2 - 79 37.1 Goes � tD 50.800 101.0 - 0 7d 0 - 00 • 6 0 0, - 8 - .0 . 0 - 1� 70, =74. 0 • O -W A -00.0170.0 - -76,7 70,0 -70,3 O -0. 65,41 5 63,51-60.5 80*6 • • � CL A -2 a,d _- ,7 .7 :H. 5, 41WV = : -48.1 . 1 4:2 -40.1 401 -38.0 38.Q - .x .2 . see• : •G 53,126 1108.37 E 0 - 7 .0 -7 .0 .75. 70,0 -7 , •• •••••• C - .0 0 - 0 514 .0 .90. 70.0 -60.6 7 .0 •76.4 7 d - 7Q.q :6 8 40.0 63.0 -60. 80,0 -57.31 ' :... -7010 -0 - 47:14 -44.6 44,6 -49. 49.1 -45,3 4 .3 -43,4 43,41-4 ,9 49:8 -3a.I7 39.I3 -37: 37,8 •98,9 •••• • • g 84.000 108.000 q 0 - 00 - 0.0 -7"6.0 70,0 -70-10170 0 . 8 - - 0 .76 70. -71. 0 Goes* s s e G G 3 - - - .7 .017 - 1. -fl • G • 0 - .1 4 -43.9 49:9 -47,8 47.8 -43,9 A3, x, 42,x! =40,8 - ;1 39.1 -37 2 37. 4 36 4 's.• : so**: O; I35.8Q0 111.000 E -r 70.0 Q.Q 11 700 8. 70 - 70.0 - 4 700 -70,8 0. Q -. -72,5170.0 .4 8.4 -63,13 - - -54, • Faouucs nvvtuu '! A •7 .0 7 0 88A 2 -44.8 44:8 -42 1 42.1 -46.2 45:2 -42.5142.5 -41.21-41-.2 -39.8 -36 6 .5 -38:7 38.7 A!434.8 �e �+ " • STOW 114.000 8 E -78, 700 :Q 7 ,d - .Q 7 -7 . 7 , - 7 .0 7 - - . 0. -73,3170.0 owe C O 70.0 -90.0 70,0 - -80.0 70.0 70,01-70.7170,0 .7 886.7 1-61.8 8 A -58.7 13A. -56's68 9 - 3. +vinic tfmsc s A -.74.21 90.0 .6 ,0 56, 43.4-40.0- 9 .8 44,81-4 AA - - T40, -30.7 38. -37:S 37,6 -381 36,14-3U4.2 3U4.2 ' 68.600 117.0 E -75,0170,0 •7 .0 0, -7 ,0 0 7 . - O - 6. 0 70.0 70,0 -72. 70,01-0.4 66.4 n�ti N 70,0170.0 - 0 . .0 70.431-79.4 70.0 184.9 -004 004 - 1 Div N - -� 453,41-42.2 42.2 •3 . 39 43,6 4 40.4 •3911-30,21477-370 •38.7 96.7 48.8 38,5 -33.7 33.7 801000 120. - 0 00 - 0 O.0 - 0 - O - -7 0 -75 0 0. •7 70.0 - 3 7 , -79 700 • 7.4 .4 O _O •9 O OD 70. .0 70 ;a,1 7 0 -8 13 .3 3 --S 1 - TAH 7AASED ON 114"TAPCONS OR 014 SCREWS) - _ _ "114-112=1/4 XOX"WINDOWS TOOT REPOW FTL-3680 GLAZINU OPTION: 16'H8. , l H ) GX a A Z U x ALL X IZE UP TO 120,0000 WID x 6 ,030" H -90. 7r _ _ _ CSD arse"-• 7,11o/4 3 F.K. Sim A Rase TAKE A MASS romAa c � PRESSURES-0 A 114.112-114 XOX CMF'IG, WINDOWS r . roro rsuoeOlaovoAwe OC vowF� yauua a A�OfA3s 7veE E ra rABLE a NpM 07��aea19 �UMINUM CASEMENT WINDOW, IMPAC? F.K. 7nonu C NO CHANGE THIS"97 IP u.iqX care Luem A.Turner.P.E. FK. tTH7l02 uoKtNNr9,Fi 3e2/4 S/er2btx scree. 0 NTS ate° - 7045 8 C Pmwhiriria'� u r a ARATIW AMLM§TABLES.(BASED 7ON I lCrAR-ON-9 OR#14 1 356 11 C MEWT3 3 3 pO' 26.a 1 1 38.M 36.375 1 43,000 1 4111M 50.626T-75.070.0 NEGI POSI NEG -POO _NEG _PW NED -POSUREG POSTWOUPOS Flow-ms- X o x 37. 802 A •7&0 .0 •78.0 70.0 -75-0 70.0 •75.0 70.0 -750 70.0 -750 7DA -78.0 70.0 - .0 70.0 X5.0 704 •78.0 70,0 48.002 72.000 A -760 70.0 -78.0 70.0 -78.0 70.0 -75,0 70,01-76.0 70.0 -75.0 70.0 •76.0 70.0 -78.0 7 .0 -76.0 70.0 -79.0 70.046.339 74 A -76.0 70.0 -78.0 70.0 •78.0 70.0 -750 70.0 -75.0 70.0 -76.0 70.0 -75. 70.0 •76,0 90.0 •75.0700 •76.0 70.0 83.116 76.888 A -75.0 70.0 •78,0 70.0 •78.0 70.0 -76.0 70.0 -75.0 90 0 •78.0 70. 76.0 70.0 •72.1 70.0 -88.5 B8 6 X7.8 97.8 X O 88. 84.000 A •75.0 70.0 -75.2 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 •71.8 0 .67.7 87.7 -64.8 84.9 -82,7 827 -80.4 SOA 80, 90.000 A -75.0 70.0 •78.0 70.0 •76.0 700 -76.0 7 ,0 -78.0 70.0 -68.4 66.4 -63.0 83.8 •80,0 60.0 -50,5 68.8 -56,4 56,2 -53.4 53.4 84.000 86.000 A -76.0 70.0 •78.0 70.0 -75.0 70.0 -76.0 70.0 -71.1 VLO -61.8 61.8 •68.9 68.8 -58.1 88.1 •53.8 83.8 -60.4 804 .47.7 47.7 • •67 1011.00% A •760 70.0 -784 704 •78.0 70.0 -78.0 7 .0 •68.41.3 68.2 •66.8 65.8 �?.8 82.6 d9.4 48.4 48.8 488 -43,11-43-11 17 1 $ S -75.0 70.0 •75.4 73.2 -76. 70. •71.8 70. 1.8 68.1 -51.9 61.8 -48.8 48.9 4 . � •4a.8 8 •40.9 .....• 1 .000 -76.2 70.0 •76.0 70.0 •75.0 7QA •724 70. 464.3 1.1 61.1 -47.6 7.t3 -44.8 44.8 •12 2 42.2 -38.7 38.7 •� 74000 1 . 1-71,2112.073.2 .7 70.2 78 87.8 .0 .8 8 I 49,91-48.41 :M.4 43.8 3.6 •19,9 49.1 - 88 r •.••.r .. .• •• t J90,1514 4"T-AMNS 31"t 17 orwow b 1 t9-119 0" R PORTS: FTL-3862,FTL-37291 ••••r • 0 18. 1 LAMI(1 .080,1ie E. 18" l8 ,918" PA ,611 ' l IWHS..OB0lIWH CC • "' Ci°OR O8�E8 U TO 74.0W WIDE x 53.00V HIGH AND 9 1 113 xOx"BiZE UP TO 111.000"WI E x 83.000"HIQ •76.0 704 h ••••• •• TAOYFi 10. 0QN U4"TAPCONS OR 114 SCR "Xd"or"O/C" 6 "1/91 x F WNWON fm REFTL.Mftl F •i••• •s• • • G M: 71 13h1 A„ 8"F18� ALL"XO"TR W_u SWS UP TO 74.WIOE x UWFFlWALL-1/3-113-113 XOx-8 Zos UP to111.000"WIDE x SJOW mro" -84.0 70.0 as 0 3 NQM IF U314G 3/18"T.4PCONS OR#12 SCREWS DESIGN PRESSURE FOR'XO'OR°0X"AND'XOX"WINDOWS 18 LIMITED TO 41.3 P.S.F. rRfWVCT Wv a ce. wt ( wtt0 Q+r F1wl� c tAdrllaA t � � MsrpNmwtip � Iuo P F F u� Q ?/1U 473 a F,K u+7m9 a REM rAKe e,awes rrFea Wu Mwaoroor PRESSURES-XO OX 411,13-113-113 XOX MNDO WS t F.K. 90&03 8 ADD OLABB rYFE E T0/ABLE tit7�t�tA4t./67/JTO ALUMINUM CASEMENT WINDOW.IMPACT Fx, MOW A+0 CKAIVtIH TMS SWT eox tab LuUS A.T4rro.P.F. R a+V4 Vialbf1 Bearer '""°1" '' °' R' PE"&MF.K. IZ17M w.740 NTS 7 a 12 Tt14" C tesaamncm CMMMM ANALYSIS TABLE 11.(BASED ON 1i4" S R 914 S "XO'or'OX' 8 'XOX" UNEQUAL LITEWINDOWS TEST RE POR L-GLAZINC .a FTL•3682 X O X E. 119 / /8 1/0'HKEIqHT L-3T - - - t4 C "XOX" VEVT FIXED 7 1 aiAr826 0 30 !pT T UNEQUAL LITE9 0 i�. IMM0 .01 MAO .7 1 Yao •a41ra 9 8 Qr 1 6 w. 3 53r -60.8 60.6 69.284 19,126 31.014 70. •7 ,a 7 0 0 T 7 7 rq •7 7 . - 7p a •IX3. q O a -w a 0 M. x 0 88.919 24.000 38.919 • w 8 •p 7610 • 6 -74I 7 G 0, •7 - .8 70. - 0 • 7a. • T r • 0 7 UNEQUAL LITES 6. li -07.2 1 1 88.973 28,600 42,973 " b 0 7 0 •7 7 ; __TS_.0 7 . t9 0 • .0 0 .. C: A D I9 0 7 0 " 70.0 Q 7A. T - 0 A •7 ,0 �80. 60.4 mI ,B 84.13 ; 4 r2 -4 19 .38:0 30. 0 X ...... IQL849 30,tV 40849 .q 0 7 .0 s7 Td, - q p pM p4 !! �y y ({ 7 •••••• " 0 • • A 0 .R31ACT 1 63 UNEQUALLTE8 • • • 8 0 7 _�. 4 -4 11 47,4 48 5 •+4 4V -40, a,7 38 9 '30.6 38 gr T18r 32,E V.692 • - 7 a 8. " ® . - - - P ••••.4 • • • • I3. Ar 4 ,3 :4 •44 4 - • 7.8 0 .7 17 0 :....� ••• •• . Q 90a 7 Q 19 `r Q • 7 - .7 ..a 6•. A -70T7110 48 7 9 .3 4 •�9, 4 r1 - 3 . a ••... 123.130 34.E•61`136 e7 • x9 g19.0 •7 ,0 • d � 4MWAWA I _ • 1 0. • • b w� �r A / I� 9 • .....g MOM 34.791 68.x418 B p - • 0 a 1 ••• 611 70.0119 • 7' 038 6 •4 . 4 4 - .3 q 130.00 35.896 813, • • ,li" 0 O • :0 0.0 • 0 - ,SSBA C 9 0 " 6 18 .7 .9 15`11 *-A 3 0 -43x6 411 1 All- -41 111.3 4ar3 - 36l •9 . PxuwurKxvux�p " 130.378 38.000 58.378 70, •70 7 .0 " 7 ,0 Q O • " q r 1 QS, •QA 8tI w .4 15097. 18 - 9 7 43 .7 �, w+ 7kI 70x3 2 .31x7 ,4 -3 r 7" . 36,7 36.5 -'x.3.7 33. F. a pato _ 6 134.000 37,000 80.01X1 - . 0 0 • • 0 - 7.4 a 0 7 7 a 3 0 eSaw F "XO'd 60X'WINDOW WI,THQ 64UAL TKE SURA OF THE VENT WIDTH AND THE PIXED MOTH` ut• TABLE 12 B4 D 146- 1TERMS)" "X "d "OX" 8 "XO "- UN t3. L17 WI S T8$ R T: FTI,-3 aD GLAZING OPTION: r 711 131 80 5_1 MEMO1 " T 134. I x 03 "HIGH WITH 37,000 MAX.nNT WWH AND BOW" AX. lmoltq A D .0 TOA _•a ALL"XO"or"OX"SIZER UP TO 2L.M W121 x 63,000"HIGH WITH 37.000"MAX,VENT WIDTH AND 60.000"MAX,FIXED WIDTH 1-9:0 �"' �� 4 NOTIz;IF USING 3116-TAPCON6 OR#12 SCREWS DESIGN PRESSURE FOR'X&OR'OX"AND"XQX'WINDOWS NWS 19 LIMITED T4 41.3 P.S.P. -74;'10 4;'10 3 a 1.K 3m rim A NOW9 rABL6 If,GLUS TYMA A c PRESSURES-UNEQUAL CONFIG,XO OX 6 XOX � ,ora►eGmr�oaRaMp4 C rn a act aws r+re a•o rAett s: ao,rwe+ae RLUMINUM CASEMENT WINDOW, IMPACT RK 7/ow C Accom mrxiSSNar p�amt1f _ u4mATuaw.Pf FK 12MAM n.. Noxnus,ec o V+nbty flacwr CA440 NTS 8 1d 7045-8 C b cl ! 67 REFERENCE"XO.B"XOX"FRAME D7 REFERENCE'XO'&'XOX'FRAME ASSEMBLY DETAIL,SHEET 10 83 ASSEMBLY DETAIL,SHEET 1 C C e4041 4S 40 41 171 MAX.VENT MAX,FIXED LITE DAYLIGHT L2DAYLIGHT OPENING o 5 OPENING 1 (SEE SHT.3) s 3 (SEE SHT.3} MAX.WIDTH(SEE SHT.3) c HORIZONTAL SECTION-XOX s7 REFERENCE='FRAME ,�ASSEMBLY DETAIL,SHEET 10 r ell Aifl @8& • • (� i••••� •••• • LE .•�•.••.•••.••.••.7v ..•••.••• Z• � b' - ►-DAYLIGHTOPNIN (SEE SHT,3) HT.3} a •• DTH(SEE ••• • 0• HOR A CX 00 0 12 • 83 eI 'C4 • h MAX • as + 86 40 41 YQa • . •••• • .• MAX.DAYLIGHT OPENING FIXED S IA� 4'j •••• MAX. • : ✓ OPERABLE VENT MAX.VENT (SEE SHTS..3&4) (SEE SHTS.3&4) LDAYLIGHTOPENING (SEE SHT.4) , —MAX.WIDTH(SEE SHT.4) 14 18 HORIZONTAL SECTION-X PR(tAUCf ,i9E0 .. ` awnb ae c C 46 As 1p•m@ 255 �2=ff,24A. a4 L t8 VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT Z_ p _ 74/0!0 3 Q fK 3tr7lQ9 . ,rowlorwss+Eer 1emyecaw&oarn,aa€ CTIOW a FK. 39M 9 A091.*W0 0.GL4ZWG8EAOiMm MM".2J4M � fK. 7/1627 C 3/IOW TC)P XiPKiE DGMIUMINUM CASEMENT WINDOW, IMPACT AOPKGW1 FL$02M Shsib6Dom . aa.we LucmPE"T=I P.E. FA 12i17102 I to-740 NTS 9 d 12 7o45-e C machwvcA 12x1 PH EK SMS V FRAME ASSEMBLY 13"MAX.O.C.WI(2)SCREWS NOTE:ALL ALUMINUM SHALL BE OF 6063-T8 TUBE,MI,TL 8083 T63"APART AT MID-SPAN m FRAME JAMB "X°FRAME JAMB c OM. 2.919° C � G I ' SASH FRAME TOP C —! OR BOTTOM RAIL C 1. L 2.784"--J XX"FRAME ASSEMBLY DETAIL O FRAME HEAD,SILL.JAMB •• #8x1 QUAD PH SMS MA'I'L:8083-TB • • 0:000 • •• #12x1 PH TEK SMS (2)PER CORNER DWON 7DO2A •••••• 13"MAX.O.C.W/(2)SCREWS 434" . ...• FRAMl�9E�12LY 2.954" ••••.. ..•JOB E,M ST'L:ti3-T8 3"APART AT MID-SPAN • •'X"FRAM;9RI�6' SASH FRAME 082" "O"FRAME JAMS SIDE RAIL r •••••gyp •• •• •• NOM. 15p" • • A •••�• Oi 0000 1.159' 9 ••••r 00000 0000 —y— 2.139" C • 0000 ••• it d 0000• • •, • • 0900 j O5 SASH FRAME:HEAD,SILL.JAMB ••••• • •0• • MATS,,:W63-T8 Q '• •••• • DWG#73M • • 0*••• • •• SASH FRAME ASSEMBLY DETAIL • 0000 "XO" FRAME ASSETA& 0 3 � #8x1 QUAD PH SMS (2)PER CORNER d MpUdC1'REYIsp FRAME HEAD OR SILL FRAMEJAMS 3. " a=cytr" ' 0' c +I N d NOM (LI .438" ey M W� w �- 2.784" FIXED FRAME HEAD,SILL,JAMB I MATL:8OW" DWS#7005A MAIN FRAME ASSEMBLY DETAIL F.K. Sn?,tl A AeVdWFAAW MSl05rAa=4WWSPACM EXTRUSIONS&AS.SEMB_YOETA�S roto rNCLocvo F.K. sradGu 8 NO CHANM rrW WET �roWromra.rt JA279 F F. ma v9 c NO CM&W rias SHUT P.0 aqx Ing ALUMINUM CASEMENT WINDOW, IMPACT Lums A Tum i.R.E vs pyp, WWaWs.FL.3"74 Vfli y Retar OW.4l. °14 '� — PS 0401 Fit 12/1Tap1 CA.r�o NT$ 10 i? 7045 8 C Mtd.T PARA'$LJ ST TTEMI DWG 4 T.# DI3SCRTPTION U 1'11iM DWG q PUT.0 DESCRIPTION 73 7025 MAXLM,SINGLE welt n I 700SA 9 N FRA11E-HEAD SU&JAMBS 74 7016 SINGLE LACK K8EPER � 2 1ISS 781MA X I QUAD Pit SMS 73 70aYlw a X?30 QUAD FT'SMS n 3 C LR KEY a0 7005A ED WINDOW -(ILIA SILL&JAMBS C 4 1 I12"X I r CLOSELI� FU FOAM TAPE et 1115 7 I A 6 I n. S H 8d9TOtd Slpi RA1L3 a2 7010 FRAME CORA�R fiEY b 1133 111POA so x I O 93 7 INSTALLATION II VER O 7 9017 B I .119X.740 83 7047 67{07 t'LAZNGVlAD IVI6"I.G. M ( RtiF1RAY VW LO.GLASS(IlrZIS,N1'AIRSPACC,3116%."10 9 4 MAXIM MUL'174OAT LOCK 66 3116"LAbH t2 L TITS OF LM I1S GLAB$WIN AN t 4I=fAJPPOR PLATE .1390 INNER LAYER-SOLUT(A OR DUPONT PVB c l01044 x 461w .TyftP e .H.&I»H. gg3" 13 1 4 Bail 9&R71 & 68 X.W P1L PN. S 708" 289" 13 7619 Ib 7079 "ftyt�,t 7 1 KM OPkRJt1Y9R 83 INSTALLATION t"IOLE COVER la ) ASKE- ("" .172° MA rL:6063-TS 19 701 110 H rA O " p 40 8/16 4I—WING BEAD DWG#7007 • 70 1 miso ORACM, ►-9.4 p.r MAT`L:8063-T8 051V p • • 0 • 7WIZA tt x"I T, L DWG#7036 • ° 39 *yrs-+- �q ••••••� ARM 1 . • •r • 76d1 1 W Q •••••• •tM• LIE. 1 9-12-Imp U,AVY pTJ91' BS 19/18°ftia'LA�INC3 DEAD Q • 2R ••• • 910n13)P NIO X PRI.PH1, h • ,t, V16" INA ( 1� jlc mass) .323' MAn:6063-T6 m °°°°° • ° • .? -SOI.UrIA OR DWONT FY8 1 DWG#7047 H •°••• S ••• Ulfi A 720( •VMS GLASS) O30' ESb" •••• ••�• • Y' - ORrAWNTPVR • °9!° •° 116" (11160&3 fdl tl).A1i4) •••••N� ••• • NRA!&YM-Sg�d=ARD1�ONTPY8 r • s •j9 ...... Jl " (9JI 9813„61)sGLASS) 41 7/16•GLA7�Na BEAD 1.1a4 ••••• • • I6 OR Pve MAT'L:8063-T6 e• • WO • n6” DWON 7042 .128" •••••• 3 I 6't' 7 I,RULE gflacnr+K. INQ m OR 95 F2.701" PRODWY RMUD 0 slonplykil wM On Fbdd• 48 Ib3a i .067 •®t ode SO 7 Acsay, Na 1 i V B1 N COANSK IWY 040" 1.0000 .093" I Q 97 1631, 9163 - TU) J4 331 ",*%5:MT CLO .423"_j —'= 67 CJ�,9EMENT FRAME (I a PN.' � ASSEMBLY TUBE MAR GN l� �CASEMENT SCREEN FRAME MAIL:6083-T8 700 PLATE MAIL:6063T6 DWG#7004A �. I- ACFti 71 II 9na73 P.IRdT• NT71.P.KNnA DWG##7006 77 1 !111 7FLOILD A 1li.N r< 3/97A7J A NO arlo 79013 maser ARTS LIST 8 B.ICTRUSICNS h uro vB.MMotoor oRt�E w 6 F.K. riaao9 a Rao erre"10. a aur eFAoMawr.a sic "� ALUMANUM CASEMENT MNDOW, IMPACT F.K 0'70119 C NO CNAM E MS 6MW a BQX Ims 7. o as ,e ,*, LdfM A.Tumor,P.E. NOKOWS.FL W74Flt 12117012 Vwl6Jr Soffer CA•140 NTS 11 y V 7045-8 Ci mawAll ill APPROVED WOOD BUCK APPROVED WOOD BUCK APPROVED WOOD BUCK LESS THAN 1 1;2"THICK APPROVED WOOD BUCK LESS THAN 1 112"THICK 1 1/2'OR MORE THICK (SEE NOTE 3) 1 1/2"OR MORE THICK (SEE I (SEE NCTE 2) 1/4'MAX.SHIM (SEE NOTE 2) NOTE 3) 114"MAX SHIM 114°MAX.SHIM—+ 3/'0*OR 114'TAPCON 1/4"MAX.SHIM 3/18'OR 1/4"TAPGON #12 OR 014 I (SEE NOTE 1 BELOW #12 OR#14 SCREWS (SEE NOTE 1 BELOW SCREWS AND SHEET 1,NOTE 4) ' � ;I 4ND SHEET 1,NO-E 4) 1 11r -...I 11/4' 1112' MIN, MIN. " ', MIN. �-- 11l4 EMBEDMENT EMBEDMENTEMBEDMENT MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT F EMBEDMENT RI�141E TO CCWCRETE W! TOW D SULK TO CONCRE ,W WOOD BUCK TO WOOD BUCK WOOD WK L911MAN 1 9/r THICK 1112-OR MORE THICK LESS THAN 1112"THICK 11/7 OR MORE THI,^,K •••• • ••• • •• $ 1/4"MAX.SHIM 1/4'MAX.SHIM � ...... ••' •''•• �j 3118"OR Vf TAPCON(SEE NOTE 9 3/18"OR 1/4"TAPCON(SEE NOTE 1 I ...:.. • :.... BELOW AND SHEET 1,NOTE 4 BELOW AND SHEET 1,NOTE 4) Goo* ••••• • • NOTE: ALL DEMS.o• •••• '•:•• •'� Y tI. •••• .•... a APPLY TO HEAE,1;;••; ...... SILL, AND JAMS! " ••. .' ...... 40 1 1.114" p o„adA�u�oo e MIN.IN. MIN. tom• EMBEDMENT EMBEDMENT OPEBMLE UNIT FRAME FMD UNIT FRAME NOTES' TO CONCRETE TO CONCRETE 1.USE ONLY MIAMIZADE COUNTY APPROVED ELCO OR ITW TAPC ONS, 2.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2"OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/r THICK TO BE ENGINEERED BY OTHERS. �� P.K. snr�►) AVaW#It5MWQM0lV 117" orpoarow� ANCHORAGE DE?AILS ... P.K yl9�y B KO CK4NW TMIS&NEST MQKQ.W9.iI L'sRPM lcz� Ta, PX 7/law c No CHANIX rAw StErr PCnoxIng ALUMINUM CASEMENT WINDOW,IMPACTEIQ� Luca A.Tumw,PA. FK 12/rrroz Lu" xoxrsers.RL 3"mvlsi6fY[laur. M-740 m NTS 12 w t. 7048 8 C Pe vmm gym: 07/05/2006 16:05 FAX 305 226 2602 RENE LEYVA Z008/019 MIAM MIAMI-DADEC UNW.FLORIDA N MM. O•DADE FLAOLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130•!563 (305)]75.2901 FAX(M)375-2908 NOTICE OF ACCEPTANCE(NOA) PGT Industries P.O.Bots 1529 Nokomis,FL 34274 scorB: This NOA is being issued undo the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewer,by Miami-Dade County Product Cmtttol Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dadc County and other area wbene allowed by the Authority Having Jurisdiction(AEU). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Inde Catnty)atWw the AHI(m att:as o&w than Miami Dade County)nesetve the right to have this product or tmaterial tested for quality assutartce purposes.If this product or material fads to perform in the accepted awnmer, the manufacturer will incur me expam of such testing and the AW tray immediately revolm modify,or suspend the use of such product or material within tbeir jurisdiction. BORA reserves the right to revoke this acceptant;if it is determined by Miami-Dade County Product Control Division that this product or nuterial lhils to meet the r c%uircmcnts of the applicable building code. 'Ibis product is approved as described herein,and has been designed to comply with the Night Velocity Hurricane Zone of the Florida Building Code. DESCRI'PTiON: 1"x Heavy Wall-Aluminum Tube Gipped Mullion APPROVAL DOCUMENT:Drawing No.6621,titled"1"Heavy Wall Mullion Arrangement Detail",sheets 1 through 6 of 6,prepared,signed and sealed by Robert L.Clm*.P.E.dated 5/24/01,bearing the Miami-Dade Counly Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Division. MISSILE IMPACT RATING.LarBc and Small NCssile Impact LABELING:Each unit shall bear permanent label with the menufackirces name or logo,city,state and following statement:"Miami-Dade County Product Control Approved '-mess otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been riled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur ager the expiration date or if there has been a revision or change in the materials,um,"or manufacture of the product or proccu.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County. Florida,and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed.then it shall be done in its entirety. .INSPECTION:A copy of This entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 01-0323.02 and,eet�silts'of his liege Las well as approval document mentioned above. Thte submitted docurnentation was tevrewed Ip,TW$dbr$166k P.E. AWOL NOA No 024701.09 • Expiration Date: Jane 28,2006 Soo Approval Date•. July 12,2002 a: . . . .. . . . •• ; : Pace 1 0 •,• ... 0 Co �ro bio co am Nr nrr w• cQA �o wlv* M. G1Ai/1t0 0 �• an$• rwt,on 7b_ PROD s Pmucf c eorN n1ae: ww am APOMMANOORP '---M--� ON nPC 7' CC MOVEt'w ip• N 7 M 90M 7► 11tl5 4e�ii Mw pY06� /l I�AlIaY (�N CLAM QAZW ! W MN 3 PROD= P� m �f FpcoOucr r N r aAMM GLUM rwea AMOAXN CLAM }--�r w see be* 0. P1+112 H-07NwMULL WINDOWS MULLED TOGETHER 2 WINDOWS ED .(1.) WINDOW MULLF;Q R/ONE ABQVE ' p I •••t so*::* ad FOR DEY MININO AMAX ALLOWABLE W_OK ANVE FOR DETERMINING AJAX ALLOWABLE BOVE. cDz DESIGN PRESSURE SEE TAULES FOR DETERAQVNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES FOR 0 IN AMAX AL NAPLE :• �� ON-PAGE' 5 & 6 DESIGN PRESSURE SEE' TABLES 014 PAGE 5 & 6 DESIGN PR&Z%WSEE NgLj,.• .. .. IM cD OPOW - W OR W l+W2 ON PAGE 5 & 6 M 1)IJ.4X OPENNG = H OR H1+H2 ON PAGE 5 We So ' ti 1 MAX MULL LENGTH - H AMAX OPEMNG = H OR H1 4-H2 MULL LENGTH - W OR WI+W2 MJ)MAX OPENWO•�It OR Hi#t1Y• ••• > MULL LENGTH = W M2)AWX OPEMNG = W OR W I+W2 MULL LENGIN s 4V OR Wl 9-w2+1VJ �• 6• AJULL LENGTH = Hl M4)MAX OPEMIA.;.W+W2 OR W2+WJ •• MULL LENGI:i JH7 •sees• •• ••• , • • N.OY1lep�dda4w'mlow�mne:• ••.'� �• 1�Q} •••• • 4oua1 dYl o s •`r 1 erUlma T.FOR ANCHORAGE 71PE QUANTITY AND LOGTION REFER TO SHEETS 2. J. 5 AND i MAN 000e No[�,Of-esssoz � 2.WINDOWS MAY BE MULLED 70 A UU. OF 5 UNRS J.MuuWAS ARE APPROVED FOR WACT AND NON-#4PAcf �� P•�� 4/�e/bo M Awl- � 4.REFERENCE TEST REPORT F'Ir-Y9D2. 280J AND 2975 r/.•//� 1 HEAW WALL MULLION ARRANGEMENT DETAIL xnb�11 L cutL Ps ~ P8 a0T14 1670 7RW101OCr 011111 PA wf 1J�1 ea e.c 7bK0110R Pt sM771 N010m n aen Mutts I x� I16 662 I .d 00 wo 0 m 0 m r _ 7 IV s•-yrax u rut�v C mat r,rwar -Irtrl1 • r 1 �I'OR s- 4 CD etrxlY! r' YYa or am Act �p Ai A?r 10 AiDMIND 10 apps N0 tl" O mcur ot4pxu OFF OF A -�-•�— -__••• ♦fiR61rGR)SII aArelM:h iUH. { � A mm MULL AS SOW M E40f On") c f we►s aor aou+rr ra APPMO4,p!J r mr/) ,. - -. mol G►SOM frrr/). C as/. c ° )•• y..t- f7 AnNCA f '�•i 1011 (•AILD,�• NAiJONMOW-ILL WIDAW •••� �'•`. .. War R WK cmwr ARNM Sir MW if T?PIGII. MULLION TO MULL/ON_INSTAILA m TYPE it' TfF+Xdt MULLION TO STRUCTT)RF WI7T1 WODD Q BUCK REMOVED FROM GONG ME V Par. IN WALION ' r r2'OR 4'-1 j ��p�Sm raL It luuw t' t-2'OR 4*-)SiM SIIDMO�WIag )t rq SKS fa OW orMam sm w w!i�Or 1D PO Is WOOD»r,RIFT) ,[ T). F •rte ) x f H1H r iOL/LL Ag1b4f � `� ' 0 0 � . ••�4 •1 •••• LD ty AlW R'aa[OaMn • • YM �i ilrPL�rl(tp/)• t0 : .,�::!•::i•:.A �.:. "r• �. ...,,A)raoM4ltaaMorrp iB:• �! .:N;r:e.�,;:.-tet,a•' i.:' _ .`-f'•'•'•=••e•':; �_ • •••• rtAldo Kaw f Au ra�ltBlnE VQ cam o -:'S• �^ �'r;•;S•��• •t .S•• •�. '•' �';;'��t• �•�' !i. .•A,h�•4.•. 'a''•�Irf5�0Yi11. SIi wasp)* • y ar -+ rrP)CAL ML/LLJON STRUCTURE w/1)I •; ;�'. •••• • • Z WODO BUCK TIPE a, '7 •• •• •••• • • • •••• • TYPICAL "WN TO STRUGT(IM 611 •• • r�rM �+-►+wr WOW RUCK AND -3 CONC. D:•• •ii0 r416a01°t 6'"m'M• 1. FOR MDL! SIZE AND QUANTITY OF ANCHORS REQUIRED �4� .' • • .•• • SEE SHEETS 5 & & FOR ANCHOR LOGYM IS SEE SHEET J. M`~e. �. • a • ►. QUANTITY OF ANCHORS FOR MULL-TO-CLIP IS 7HE SAME Av • • •� . i AS THE QU4NW Of ANChWS FROM CLIP-TD-OPENING. � tr.+ • • • �� • O 2. REFERENCE TEST REPORT M-290$ 2903 AND 2975 Now" •• • �� N /.iYra: cocQUVOIrY Or ANCHORS SHOWN ARE FDR A PICTOR14Lalo ~ w REPRESENTATION'ONLY. FOR CORRECT OLWMTY OF 90T P.,LP. V28/00I I � N ANCHORS �LL�r REFER TO REO D FOR YYTHE OUR �YICPJLI 1" HEAVY WALL MULLION do CLIP INSTALLATION DETAIL SPECIFIC APPLICATION. Rem" i"`-Wm""• ,n !8 b�Tll r1 1Q°79°rMr6w�'jaH MULLS ix ?�6 6621 '? Cl m P-1 w o Eb co W iP co 0 0 N L O ti . O ANN. FROMj $ � o i ` CD ( � 8 MIN. FROM ENDS G � ENDS (►,p)C. --1 �- 1 . n T— c 1# MAX. 1'ir MAX. 14 MAX. ACAX Max. ` _-- t 3 IRMTA �•--il'— --'A'-� WIIN. �a•� MIN. �---'A'--I auANlm or I!P 1CI cLIP I'wucL cup ARE faR ASMWN IAL TWO u , CCATIONS y ANCHOR Lormws FOUR (� ANCIrOI$ cocArroNs Sar (6 A MMQR LOG4noAt5 �ATAIC Oar1AM On I IMP rxm m w as I you UMLIM we/,mr DAMN mo/IM OIIL1! FDR cORRE1cr auv mr or AMCOM PLEASE REFER 70 CHARTS ease AND FID 7HE . • 0 co CordAND PC 97E sees MIN. FROM ��-• MIN- FROM MIN. FROM : •JgON. F l .• 0 AEas ID FOR YOUR £NDS (T1'P) I £NOS (iYP) ENDS (TYP) r .....E*NOS (7YP)',;I ....: C4 co APALlarraw. �- i 1 1 -e Sees. - W/rAILS 1`M/ L CLE W/1iloS EI MTM ly sees* Z riMQ (2) ANCHW LQCATIDNS �_ RE£ f3] ANCii00IF LOG4MMS � •...• p w an�naa rr aro/ Tor Dll�l+far OMc I rmr ummm Oran I Tarr .• LWASM ase aar{r.gra 4,:; C] x • ••••.• mum+ ame • 03 /�YOOGtllit0/o • . ..• .. CUP LEN PWT ilial W • • • M p iDR it MIkL � • • ' rril��pcsmpnruMtor'iS • C "t SITENow w +••er.• •• ' eh N 1 A ! r y f� MOM RAP. 3/71/01 h�,• N I R 21 :N �� — Ft Apr ANCHOR LOCATIONS N f • 4 ■i Jh W-4 �" N �C<cA�c 7 MULLION CUP : to I. RP fFREMM MSr RrfWf M-2902 2903 AND 2973 �1 Maio WOMMY a m PIA*a fin c ,n sv u. .o.aet n ar»a Mamm n a.r?• WALS 1 3 6 6621 a4 w N o � co cc 0 0 N tt� ' O N . O rn C G o N 1 -I I CD D 4 4 c 4 1 2 24 2 2 7� 4 a ••• a • 0000. 0000 � • 0000. ►, .... L • ..00 • 0.000 0000 . Ix HEAVY WALL MULL • • ; a MAT'L• 6063—T6 '�` ' •� Q& N1/lMpy • r • .y pti,V O�• • O '"""5'7"" or-osss.es 01 m.. ti tr N ..``� P.J.P. 3/?Y/00 � `D �� Zwx; �" M P FI1 HEAVY WALL ULLION RO LES i. REFERENCE TEST REPORT FTL-29OZ 2903 AND 2975`VPAML app pot. ra.a+r rug rn per,039"2 mwm&n JQM wrMsU R suH MULLS 6621 ., Cl c7 ' Y4 w t ti C) Q'Q co � co 0 0 N In Cl O 1 x2x.375 OPENING VADTH IN INCHES 2 Anch 50 80 70 80 90 100 110 120 130 160 4 42 156 142 134 130 130 130 130 1 130 130 O129 115 i07 102 100 99 M 90 99 90 Vertical Mull C ti ITS 100 91 66 82 80 s0 110 8o 00 ` o 54 94 81 73 66 64 53 82 62 62 62 C 87 55 51 '47 44 42 41 41 41 41 Muu c _ 55 49 44 40 37 35 34 34 34 1 34 Length Z Gel 50 43 38 94 .32 30 29 28 28 26 c i 7Z 39 32 28 25 24 22 21 20 20 20 G $ 32 27 24 22 20 18 17 17 18 18 tAg� C 30t2O 20 18 17 15 15 tb c 04 24 t9 Horizontal Mull90 19a gal Is 144 1x2.75x.373 OPENi W10TN IN WCHES ` y 314 Anchors 50 60 n 80 90 100 1 110 1 120 1 130 1 160 ~'iangtA� © 42170170110170170170110170 170170170170 170 170 170170170170170170 p 48 1701170 17D1170 1811170 1541170 1301170 1491170 1019117011411-11701141107011,4091170 Multiple Mulled Units *see �I 1701170 161 170 1481170 1401170 TAN—yo 1341170 1341170 1341170 134 170 134 170 • •••.. 01 4166;170 147170135180115153121 148119142'118"1411-18 141 11614i 118 141 • +e e C! $0 1451152 127113111811161011107 1001100 96196 03193 92192 02192 92182 � • • i •'• • 0 z e 131,131112!112 99,90 80 90 84 64 130 80 77 77 78 76 76 76 715,751LeMiiulfh••...• s�*h+�ey�yk0000 Lc 1131113 97197 M4035 7 72172 66186 85166 84164 63183 63183 9 e 'G1 72 80.0 7-3173- 8 54 54 50 50 48 48 48 46 46 45 44 44 •••••• e•e 78 73 73 82 52 4b 4b 42 42 40'40 30 38 37 37 38 38 .•• • a r 87187 67 157 5 41 141 38138 36136 35135 33133 92132 ••• TM's • • Z 34 54 45 40 5 32 32 30 30 28 28 27 27 26 7A 24 24 ••••143 37 t 37 a 26126 24 124 22122 21 121 20120 19 119 wiorng . a 98 36 30 30 211125 23 23 2 21 511i�K�181 17 17 15 i8 15 1S ....2612621 121 18118 181101'1 23 23 19 19 17 17 1S 16 1 - - - I - a • s • eilMfYiMoearm• • a qr tr Ib R�Mr. e • W f* N NOTES: a..►.P 01`*/2e/oo w CD 1.MAXIMUM ALLOWABLE PRESSURE IN PSF. NPRESSURE CHARTS °0 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS. MIS co•, CONSIDER ONLY TWO ADJACENT UNITS AT A 77ME. SEE SHEET i. t— 1" HEAVY WAt_I. MULLION ►• 3.REFERENCE TEST REPORT FTL-29OZ 2903 AND 2975 ,('C Q .0Jf7/L Draw a 3#en� n�X44 MULLS NTS 5 a 6 062 J 0 � �D3Petie+�� >a w '>y p o aq eo � co 0 0 N Ifs O 0 1xz.76x.6S0 OPENING NIIDTH iN e4C}IE8 314 Anchor SU 1 60 70 80 90 100 110 120 130 160 .� 170 110 170 170 170.1701170!170 170170170 170 170170 1701 170170 170 170 '48 170 170 18011701481169141 161 1881158 1371157 137157 137157 1 16"1?0157 Vertical Mull C b 5 166 170 148169138 158120 148 125 1431231141 123!1411125.141 W!1411`123 141 A 0 152'170 135158124142116133 112128108 128108124108124 108 124108 124 L�1 80 1331182 1111134 1081122 99+113 941107 801103 881111P1 881100 881100 88 1100 Arun 125143 1101 88 114 92.1051 8T 99 83 95 61 83 BD 91 80 91 80 1.91 [en8th 4 Z 511 1181135 1031118 931107 86197 111 190 77185 75 182 73180 73i79 73 I T9 C 108 108 22192 81 61 73!73167!67 53.03 60 W 58.511115V56 56 58 56 4 76121 191 77 77 I N 6661 i6l 58 52 62 149;49 4T 47 40 145,45 45 -- "h'9--� u 64184 71 1 T1 63168 fig 58151!W48 148 46145 43143 42142 40 40 67 e7 67 57 60 50 97 3T 36 3S 33133 32 32 30 Horizontal Mull .o a� 54154 45 145 40 140 ? 3013D 281 28 261211125125 23123 a i 9 44144 39138 33133 8 24 Z4 23 13 21 21 20 20 18 181 31 31 28 25 23 23 6 17 17 1S 15 1 29 29 24 24 21 21 7 15 15 -;-t---4 - - - - - - - - - - 1X4x.3713 bpffim WON IN INCHES. 410 A hors so 60 7 80 tw 1 11a 1 180 160 42 170170170,170 170 170170 170 170170170 170170170170170170170 170 170 P� 418 701170 170 170 1701170170 170 1701701701170 170170170 1 170 170 170 170 Multiple Mulled Wilts 701170 70 170 1T0 17 170!`170 170!1701170!1701170!170 1701 170 170 1101170 •••• D W 541701701701701701701!9170162170158 tt016T 170157170187170187170 • •....• ••••; o 0 1701170 1701170 1541170 1431170 1361170 1311170 1281110 12111 127117 12/1170 • . • I 170159170 144 170199 17012817012"1 170117188118 188118 185118186 Alvll • • ••�q� ••••i 3q11701601170196117D1Zb1170117110811111581081150106114810811441051l44Lon9t1L•170 134170120165110148 103138 98 127 94 110 91 115 69 112 88 111 •• ••• �� '•• 170 12518011214010?128 86 116 90 108 86 102 83 88 81 95S i9 93 •1170 121114111091128 90 1116 921106 87 189 83183 60189 78167 75 184 • •114 111 98 102 90 92 83 89 77 77 73 73 $0M 66 68 62 82 in • •• � •• i••1112 95195 82 182 74174 67 167 52182 56158 54154 52132 48140 d9 •• ••• "�70 R srr�rin x�Z 92 T8 78 87 e7 80 eD 54 54 50 50 47 47 M 44 42 4Z 38 36 •• •• •r64 54154 47 47 4Z 42 37 37 34 34 32 32 30 30 ZB Z8 25125 ••••••5980 50 43 43 30138 34134 31131 29129 27127 2T 22 Z2 18 19 17 17 16 15 • ••. s�.• ! . o r • • • to ti P.J.P. 1'4128100 N 0 1. MAXIMUM ALLOWABLE PRESSURE IN PSF 2.DESIGN IS 84SED ON OPENING WIDTH. FOR MULTIPLE UNITS, /4, PRESSURE CHARTS m N CONSIDER ONLY TWO ADJACENT UN17S AT A 77ME. SEE SHEET 1. rly�y I" HEAVY WALL MULLION J.REFERENCE 7FST REPORT M-7902, 2903 AND 2975 e.c•eksec ,n ,j"4 'aa;a�.ap1°a�e n1 urs 1nx15 NTS 6 6 6621 0 e9 a4 CD W co m 0 0 N 117 O O L • �