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WS-08-1739BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): 1 wilding °° Roofing Owner's Name (Fee Simple Titleholder) _]C )I kr) 12 . et) Phone # Owner's Address 300 ASV q I 51 City M Ia 'fru State PC Zip 30133 Tenant/Lessee Name Phone # I Job Address (where the work is being done) -300 /S S City Miami Shores Village County Miami -Dade FOLIO / PARCEL # / / L30-0 / 6 fr 0. Is Building Historically Designated YES NO 1/ Qualifier Name Value of Work For this Permit $ 35 2. Type of Work: ['Addition ['Alteration ( if Describe Work: Submittal Fee $ Notary$ • Bond $ Code Structural Review. $ Permit Fee $ 466 Training/Education Fee $ 1. CK4(riL MIAM; u; 0FiES VILLAGE Architect/Engineer's Name (if applicable) C/7 S gie Phone # Square / Linear Footage Of Wokk: S4 Reverse side -) 1Th. 7 7147 3 f Permit No. AS OK )13 V Master Permit No. °b F{ -110 Contractor's Company Name ett.c r W dr Q�l % / 3 Phone # Contractor's Address G- 7g City iC:(iidi(i State arJr, Zip 33 Phone # 305 3 0 V3 State Certificate or Registration No. e5S OD c,' 0!) Certificate of Competency No. 4g& 2 ( 1Z 1'42-0 ❑ Demolition ********* ******** **** *******:x******a *** F ************:x********* * *** * *** * ***a:******* CCF $ 60 /f f CO /CC I/ 5 Technology Fee '$ 0 Scanning $ 16.O Radon $ DPBR $ Zoning $ Double Fee $ /� T Total Fee Now Due $ 52d 2 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing } nstrument was acknow day of , 20 _ , by day of who is personally known to me or who has produced who is personally ki My Commission Expires: (Revised 07/10/07) My Commission Expires: - /ed ' fore me this l C2 I a 0611 rf O roduced As identification and who did take an oath. 24s itktt�ificati _ • wtio did take an oath. NOTARY PUBLIC: NOTARY , L 1 • ® r ;ice Un 54 9 n `, ••. Sign: Sign: i Nidij .�L { d...4 ? s ' 6.101. 11) /j / Ai / Print: Print: lI"LIl'Vilf M /..Ate_. *** **** ****** x *** **a * **** ******** ** : ******: ****** * *** ** * ** ** ** ** * ** *** * ******** ** ********* * * * * ** ***** **** APPLICATION APPROVED BY: \/ 1I q 24/(90? Plans Examiner Engineer Zoning Project Address ............... 300 NE 91 Street Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Expiration: 03/29/2009 Parcel Number 1132060190260 Block: Lot: Applicant JOHN R BUSTA & &W SANDRA Owner Information Address Phone Cell JOHN R BUSTA & &W SANDRA A 300 NE 91 Street MIAMI SHORES FL33138 -3130 Contractor(s) SECURE WINDOWS & DOORS 305 - 513 -0705 Phone Cell Phone Valuation: Total Sq Feet: Type of Work: WINDOWS & DOORS No of Openings: 36 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $21.60 $7.20 $5.00 $460.00 $15.00 $11.50 $520.30 Total $ 0.00 $ 0.00 Payment Type : Amt Paid 1 Amt Due $ 0.00 MIAMI SHORES VILLAGE $ 36,000.00 Available Inspections: 781 Inspection Type : Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy September 30, 2008 Date Tuesday, September 30, 2008 1 awed • ZONING DEPT BLDG DEPT tW /LLLLl, d SUBJECT TO COMPLIANCE WITH ALL FED ' AL STATE AND COUNTY RULES AND REGULATIONS • .. • .. •••• • • • • • • • • • • • - • -_ . . .4 BY: nompuraernimanuou Nona Ac due cry ' nra CEP 2 6 A'..,90 Mal and the Cantrairtivitin • •• • • • •• • • • ••• • • • •••• • • • • • • • • • • •• • •••• • • • •• • •••• • • d B. MIS 1. Test mom - • • • • • • • • •. • • 1) S Air T ale, T yummy ''j 1. Miami Mak Building Code Complianea Office 1. II N .. ►:: 2 -1 �m mvision Asels 112 dated 414/07, Per TAS 202-94 Tits 201-94 At 20344 of Test T`Repot No. t — TAS 202 -94 -94 4 C. C mamithammr.dattd 411.M., signed and sealed by Robert-1.. anic, for Valoom o��; maxima detail/17M ell'UNtia; on • • • • • •• • • • ...... • • • • .. • • • ... ••• • •• • • •. • • • •• • • •..• • • 1 00 Varian& ilromXIIMMIRD STAMIENTs L War ofaou 60%1101 t 13, 2007 fi eod wed by Robot L. 2, • • • • • • • •. •• •• •.•• • • ••• • • • • • • P by b. , U46 1. „a. -�;da ,l -tq'�IC3r OP?.3/1e' two/ T O rtHEAT161' 3, 1633 O EN MAXIMUM =sale 814166113 10 12. W. MOON AMP** CORNERS 01 r1u. mow PCR • .• • • • •• • • • • ••• • • • ••• • • • a, i:Ami 1 24TE I'= Ai TABLE 2) AND GLAssymits 1 1N mb "moAsnm8i3 . OTHER • • • • Y WITH INF REOUTROCO778 1146 FLORIDA COM *moo SHEET 1 iT ..� .P..:.._..«. 2 - - 3 i MUMS .«..8 SeenOtar ........... T COINER r. PLANCED... —.... r SWOONS. MORAL 8 WOOER AWN. INFEd. FIN— tocraumom S.... ....... 0 PAR1E L19T 0 1012 SMINNEMMIMOIS INIMEMMEIMM •. (.1 6 A 1 e • • •• • • • ••• • • •. • • • • • •• •• • • • • • • • • • • . • • • • • • •• • • • • • • • • • • • • .. • • • • • • ••.: ▪ • • • • • • • • • • •• • • ▪ • • • • ▪ • • • • • • • ; • • • • • •• ••• • • -1• i Inv ust mom MAIGNUM • • ••• • •• •• • • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • •• • • • • • • • • • ••• MAX S 47'' MAIL MAIL MEAN $4T BO. FT. au fl•. 4&MA SH9ST0 i0 THROWN OW • • • • • • • • • • • • • • • • • •• • • OP tirX41, MAX. AREA to 3129130. FT. • •• 92 ifir MAIL DLO 81e *46'X99' OR M A X , A R E A arm SOFT. • • • • • • • • • • • • • • • • • • • • at Ft MAIL SCES*89`01A. WAVES II or OR MAX AREA 19.13 SO. F. OR MAX ARMIN 2071 SO. FT. • • • • • • • •• Ell" I lc 11 X a r96�'X4r . ORMNGA A IFJ1 31.99sQ. 44114: MAIL DLO auhRTER w MAIL OM* Mr X er ORMAX, AREA* 25.22SCL ITT TRAPEZOID s118. 7ti1A OR A S1 M 8a. FT. ARGIL WIPAL Xsr OR MIIIL NtSAo 3028 SCL FT. * aen, a err , It '1 Ing NXIMENINI ) it1 'It 7T. MOSE 1771 1 NEM VG.,.7all Nat.:41 MLR woe onmenc.....2-zositazurn MEM SUZIA Staa KMA 71-1 ;1,11'1 ;74 • rT"TriWir 7- 4 ' Kum I E =.111 r,r c !At l' P :.iia :'FRr :1 r :'.I ! :.f 1 A. .. lY, . bbbg . T -:,RI ' ;^p, gr t A 11.1t1 MILLSOI Cl i., r '�� -M� .,., Z: KUHLMAN Kali MCZON Mai E y [ I 79a M A..7'Xal b L! "T 4 gip 0 :'L C4 1�.. 780 - • p ,1 a , n ., 11G2iN Mall INZIN Wag KUM '.151 is MILLS PI •Ita., it ';" I . . 1 r 1 ` ti 1 fo 1 • ; • • • t * • • • • ••• • , 0 • ••• so s • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • a • • ' • • ••• 8X,1 QUAQ NIMACIVCMINT 114STALLAT04. 7a.. rr 711 � t � 1� ' /Y OR "17 P .;moo P B UP, ROT R SAFLEX. WAPSAPE MOWN INTEMLAYM "NEAT THENED 31 NEAT STR lGTHENED .T1, 4.4IIr STRENGi1HENED. T 81,1Theittoft SAnex PagitosMaimettiM Ova INTERLAVel .3nr HEAT • • ••• • • • • •• •• •• • • • ••' •• • • • • • • •' • • • • • • • •••' • • • • • • • • ' • • ••• • • ••• • • • • FOR ONLY) • ••• • • • ••• •• •• • • •' ••• •. • • • • 0••' • � • • • • • • • •••- • • • • ••• • • • • CONCINErliAMMOR PEE NOTE I) A •14 . . .. Mme* 11031 Mk COMMIE OR 9.8 KM tat Cii.1 tt IiM1MMMfA 1$ DL COUNTY NL.Y 1 / 1I4", '# bNS. 4 :.' 4 MIN.; OR 114" l 4:# 9 T i t At HOR TO RRETE , tau *i..:1- C '# Y t IN G ON m PAGE "I x AID t� WH I ,p eril . ls —1M irt+ 4 ..�,. � y� �� *I�f al 1* I AREO I*L W ittitDQI �c�TO O ) E. �m�> '1 O • IN ThOPW 00eiu lY0BE8fd�BVOTH OftA8 0* HAVING ��NNp � :t'O'I IAT t19 ' FULL ENGAottavit INtOThE4tNatmt tiodoos MAY BE OE t , f'r ?lI INJCK fag NO1E* T IN l r • !0 ■.12 WOOD ANCHOR flitEE NOTE 2) A We WA 8N'8111 PH�l118P�. 70:414,44:4L.44, : �999G9 9B9C�G�69099 €67 I 9I228B8 9� NEE MN :MEM E EOM: I � B8� � 9 99� �3e B �� a �� 09 3 CHERRIENEENEMEINEREEN 1:811.10ENUCINEICEEMO: IMEEIESEGOINGE78960� @ @BeC @0682G�C � INEIRESESPARREE °9�9 ^97 4 • A Iti 3. t OW TOWN 4. 1 SyW + t 1 • • ••• • • • ••• . • ... .• • •• •• . •• • • . • • • • • • • • •.• • • • • • • • • • • • • • • • •••• • • •: • • . t . swami intownizacgti 4 , °, 3 7.0 Iwiw„i4j4i imst „ imass it eitiaamen 0:#7R _ . *'.- _ 01:::.... ' , '''''''''''''' IN 111151111MINIFININ ZEREIESEEIREIREENEUESERINSI .1111133121. 10111111:01ENERNIERREN* :01.EINEEPEREMEINEENERE MEI INIPEREMENNIERPHORPEEPRIA- 119 BERENNE„.1111gBERREIRRENEi 1011 : 81 1111EMBIZEMINEMENESSN: 'al REERBEEMENINEREBTE..2.1ZENN.:9; .MERBONICRIERENCRIONEERIE . EglININEIIIREME1 :1002014:: MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomia,F134275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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). • �T1 is•NOAs hall not be valid after the expiration date stated below. The Miami -Dade County Product Control • p3 ision (ln Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right • • to. Piave this prod] ct or material tested for quality assurance purposes. If this product or material fails to perform in:8.arbepted manner, the manufacturer will incur the expense of such testing and the AHJ may . iemediate1y.leveke, modify, or suspend the use of such product or material within their jurisdiction. BORA :.iiese ves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control 'Division thpt this product or material fails to meet the requirements of the applicable building code. • Ttiisrproducristpproved as described herein, and has been designed to comply with the Florida Building Code, inchdtllg ate High Velocity Hurricane Zone. • ICRIPVIIIN Series 820'Alumiaum Fixed Window - L.M.I. .AAPROVAICD(dCUMENT: Drawing No. 4246 -6 titled «Mld=Rise Alum. Picture Window (Lg.Missiley', • • sheets 1 through 6 of 6, prepared by manufacturer, dated 4/16/03 with revision A dated 04/13/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #07- 0424.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 'APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLACILER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinecode NOA NO 084429.08 Expiration Date: July 24, 2013 Approval Date:_ dune 26, 2008 Page 1 ' PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4246 -6 titled " Mid -Rise Alum. Picture Window (Lg.Missile)", Sheets 1 through 6 of 6, dated 4/16/03, with revision A dated 4/13/07, prepared by manufacturer, 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 • • • • :.'&long with marked -up drawings and installation diagram of an aluminum picture • • • • • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • • • :.: XTL -3767 dated 04/01/03, signed and sealed by Joseph Chan, P.E. • • • • .. (Submitted under NOA# 03-050&03) :•: • • 2. • •:Pest reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • • • .: • • • •'h1ong with marked -up drawings and installation diagram of an aluminum picture • • • • • vYindow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • •' • • • • ..: � !,L -3765 dated 04/01/03, signed and sealed by Joseph Chan, P.E. • • • • ' • • (S'ubmitted under NOA# 03- 0508.03) .. • • • • 3. . • • Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • • •••• 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3537 dated 08/09/02, signed and sealed by Joseph Chan, P.E. (Submitted wider NOA# 03- 0508.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3539 dated 08/09/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0508.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 04/16/07, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300.98/02 E -1 Man Product Control NOA No, 08- 0429.08 Expiration Date: July 24, 2013 Approval Date: June 26, 2008 ' 1 GT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 06. 0216.06 issued to Solutia Inc. for their "Saflex IIIG • • • Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. • • • • • ▪ • •• • •• • • • • ft • • • STATEMENTS "" 1.: • Stnternent letter of conformance to Florida Building Code, dated 04/24/08, signed and • • • • • • • • • scaled by Robert L. Clark, P.E. : • : •' 2. : • • Statement letter of no financial interest, dated 04/24/08, signed and sealed by Robert • • • • • • • i Clark, P.E. • • • • • • • •' 3. • •' Lhboratory compliance letter for Test Report No. FTL -3767, issued by Fenestration • :rating Laboratory, Inc., dated April 28 , 2003, signed and sealed by Joseph Chan, . ? .E. • •• • • • • • • 4. • . 'Laboratory compliance letter for Test R - . ► rt No. FTL -3765, issued by Fenestration E -2 • • • • • • Testing Laboratory, Inc., dated April 28 ", 2003, signed and sealed by Joseph Chan, P.E. 5. Laboratory compliance letter for Test Report No. FTL -3537, issued by Fenestration Testing Laboratory, Inc., dated August 26 2002, signed and sealed by Joseph Chan, P.E. 6. Laboratory compliance letter for Test Report No. FTL -3539, issued by Fenestration Testing Laboratory, Inc., dated August 26 2002, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 07-0424.06, issued to PTO Industries, Inc. for their Series "820" Aluminum Picture Window — Large Missile, approved on 06/21 /07 and expiring on 07/24/08. Manuel Pe , Product Control 1 , or NOA No. 08- 0429.08 Expiration Date: July 24, 2013 Approval Date: June 26, 2008 LARGE MISSILE IMPACT EQUAL LEG PICTURE WIND OW T : A. 9/16' LAMINATED CUSS CONSISTING OF (2) UTES 1 4° T ST 1 � - PATH.11 A80 INIERIJLYER — — - OF - DUP1 SENTRY GLA �''/ •- - - - -- B. 7/18' LAMINATED GLASS CONSISTING OF (2) UM OF 5/10 r TTL GTI GAS A•.090 Pva INTERI.AYER OF DUPONT sum= PVB OR SAFLF.X/IC SAK • • • • 2. SEE TAME 1 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -02. Q8. POSITIVE DOWN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAG{ iST#1 F 1309-02•• _. �_ • • • i T STEEL SCR MS, THAT COME I BEEN CONTACT A C 1 1H DESIGN BP 1489 Dp1'T' _I IERIAL HAL EEt T DING p CREVYS, T INTO Cf/I1" M1 0� 1�1� SL ME£f THE Bur oF THE FLORIDA BUI ANG 000E, CURRENT 5I1 • • • • • ••• • • ANCHOR TYPES: 1) #12 STEEL (05) SCREW, 2) 1/4' ELCO TAPCON. 3) 1/4 ELCO SS4 CRETE -FLEX 8' MAX. FRO11 CORNERS AND MAX. O.C. SPACING FROM TABLE 1. SEE SHEET 6 FOR ADDITIONAL ANCHORAGE INFORMATION 4. SHUTTER REOIAREMENT; SHUTTERS ARE NOT MOWED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME AND ON THE OUTSIDE OF FRAM= TO SEAL EXPOSED SCREWS. 8. MAXIMUM WINDOW AREA NOT TO EXCEED 32 SQ. FT. (01.0 ® 21.88 SO. FT.) AND DIMENSIONS OF 48° 8Y 06".6% 7. BEEERIEM. TEST REPORTS, FTL -3537, FTL -3539. FTL -3785 AND FTL -3767 EUX1 TEXTRON NOA: 04- 0721.01. 03- 0225.05 ANSI /AF&PA NDS -2001 FOR MOOD CONSTRUCTION ADM-2000 ALUMINUM MINA MANUAL 8. THIS PRODUCT HAS BEEN DES AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION Q INCLUDING THE INCH VELOCITY HURRICANE ZONE (MMZ). 4 13/07 0 PAVE NOTES AND REVISE NCHORIGE LA 43 we MAX. DAYUGNT OPENING PK 8' MAX. 4/1880 1 3/4 MAX. DAYLIGHT OPENING 1 -•---...1—TABLE 1. W MAX. ELEVATION s' MAX. t 1. 4r MAX. ----- 10707EDINCILOGY OWE 112440159.FL PA BQX 1 1129 N019419,0. • •• • • • • ••• • •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• HEAT STRENGTHENED GLASS (SEE NOTE 1. FOR OPTIONS) SILXd1AE 880 NOM. GLASS ant .0110' @RERI AYER (SEE NOTE 1.) NEAT STRENGTHENED GLASS r -- - (SEE NOTE 1. FOR OPTIONS) 111ke 0 0 l GI AZING DETAIL TABLE 1. DESIGN PRESSURE ; f +90.0j - 110.0 GLASS "TYPES: A. It/18' LAMI (1 /4"t SGP,1/4'H) 8.7/18 LAMI ( /1811,PY8.3/18'H) ANCfORMAX ON- CENTER DIMENSION SUBSTRATE: ANCHOR TYPE: O.C. DIM. 1 10 112 ELEVATION. GLAZING & NOTES (EQUAL LEG) MWD- RISE ALUM. PICTURE WINDOW (LG. WSW mato t.TS A 6 4241.8 A WOOD 1 CONCRETE 2 12' PTA as 4 4949275p PO Me PUN. Asegeme , ' 2l.0 T, . •.97 6./f2V-.4L 1 3 48 MAL 43 3/4' MAIL DAYLIGHT OPENING 4 VERTICAL. SECTION • • ••• • • • • • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • • • ••• • • ••• • • • • • • • • • • • • • • . • • • • • • • • • • • • •� / • • • • • • •• • • • ••. • • • •. • • • • • .•• MO TECHNOLOGY ORME NONOI& PLUM P.O.Op mooces.FLa4►4 ••• •• • • • • •• • . - • • • • - -s«s� 91 3/4' MAX. D*UGH1' OPENING MAL HORIZONTAL. SECTION CORNER CONSTRUCTION DETAIL RISE ■ SECTIONS & CORNER ASSEMBLY(EQUAL LEG) -_ MID-RISE ALUM PICTURE WINDOW (LG. MISSILE) PW-9A I NTS 12 w 6 I 424641 IA 2.784 PRODUCT RENEWED austid OdWooOmb rielligho 2 •08 " (11/1 Rawl pg Stsucturat 2. SEE TABLE 2 a A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE D GLASS TABLE ASTM E 1300 -02. hy . POSITIVE DESIGN LO(0)S BASED ON WATER TEST PRESSURE AND GLASS TAM.E•AS�T f 1)04 • • • • • • • • 3. At °rf ; THE 33 1 STRESS INCREASE }MS..d� BEEN USED. IN TIE DEUN & e11.0 i PROD MATERLRLS!BNCLUDING BUT NOT TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 015SI MIUR IaATI RV, OEET THE A REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRFJNT EDITION. • • • ANCHOR TYPES: 1) /12 STEEL (G5) SCREW. 2) 1/4' ELCO T7IPCON. 3) 1/4 ELCO SS4 CRETE —FLEX B 1/2° MAX. FROM CORNERS AND MAX. 0.C. SPACE FROM TABLE 2. SEE SHEET B FOR ADDRIONAL ANCHORAGE INFORMATION. 4. suLineulagemetiL SHUTTERS ARE NOT REQUIRED. 5. NARROW JOINT SEALANT TS USED ON ALL FOUR COORS OF THE FRAME AND ON THE OUTSIDE OF FRAME TO SEAL EXPOSED SCREWS. 8. MAXI WINDOW ARFA Nor To EXCEED 33 SO. FT. (01.0 m 27.88 SQ. FT.) AND TIP— TO—TIP DIMENSIONS OF 49° BY 97 7. WEBB= TEST REPORTS, FTL -3837, FTL -3539 MW FTL -3767 Q ELCO TEXTRON NOk 04- 072111. 03 -0225. A A SI /ASSPA NOS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMIMM DESIGN MANUAL 8 1N1S PRODUCT HAS BEEN IGNED AND TESTED TO OMPL INCWDING THE H16H VELOCITY DES HURRICANE ZONE (HVHZ)C. WITH 91 3/4' MAX. DAYLIGHT OPEN 43 3/4' MAX. Daum OPENING 6 1/2" MAX. 1 — "TTABLE 2. 97" MAX. ELEVATION THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION HEAT STRENGTHENED GLASS (SEE NOTE 1. FOR OPTIONS) 1070 TECIPOLOGY DIME NOKOEI. FL 31275 PA.g•�qK4l@$ Nq{OIO�,R 3iZta SUCONE hiAx. 690 NOM. _ GLASS BITE GLAZING DETAIL ELEVATION, GLAZING 8 NOTES (FLANGED) MID- RISEAWM. PICTURE WINDOW (LG. MISSILE) PN'42• l NTS 1 3 a B 10.8•11t, 42488 I A Q 'AXLE 2. DESIGN PRESSURE' +90.0 1 -110.0 GLASS TYPES: A. 9N8" LMII (1/4°H,SGP,1I411) 8.7!18' 1AMI (3116"H,P/8,3116'H) ANCHOR MAX ON- CENTER DIMENSION SUBSTRATE: WORD CONCRETE ANCHOR TYPE: 1 I 3 2 I 3 O.C. 03M. 10 1/2 ' 12' 1r i 12' IN1ERIAYER (SEE NOTE 1.) NEAT STRENGTHENED GLASS I ` — (SEE NOTE 1. FOR OPTIONS) 0t�e Ca3�r -p x.01 LladAvisatOMM Divoke vaaTMicrt r�.tr4�rm -r,� Raw Coll, P.E. PE NT'l2 Sbuchaal LARGE MISSILE IMPACT FLANGED PICTURE WINDOW • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • 1. 21.AZINO pjTIONS: A. 9/18• LAMNATED GLASS CONSISTING OF (2) UTESO4/4° NEAT 4 '090 INTERLAYER OF DUPONT SENTRY GLASS PLUS ('). • • • • • • • • • • • • 8. 7/16° LAMNATED GLASS CONS*STING OF (2) UTE3 /18�'•HFAT STRENGR{ENED GUISS•18191 /x .090 P118 INTERLAYER OF DUPONT BUTACUE PUB OR SAFlEX /I MAXI/812 • • • • AMIE 49' MAX. 43 3/4' MAX. IMAYUGHT OPENING VERTICAL SECTION • • ••• • • • •• •• • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • • • • • •• • • ••• • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • RIME MIME 94 3/4' MAX. DAYLIGHT OPENING or MAX. HORIZONTAL. SECTION IIWOMCNNOLOGY DRNE .n3,• P.O.•QR1E7Y "MOM,aav2r4 CORNER CONSTRUCTION DETAI FTGT Ikusv SECTIONS & CORNER ASSEMBLY (FLANGED) 74 AWN. PICTURE WINDOW (LG. MISSILE) 14V17) I NTS 14 0 6 ]ma. 42484 IA NmucrR49eigo ssrpyLi.40•Flrids AWOWlermag-61 .06 Eigimkaftw 1110111UCT MIMED SCR Float 7 °c f7c6eM1l. Gak PE PE 139712 61och.r • • • • • s • • • • • • • • ••• • • • • •• • 2.625 2.784 INSIDE MOUNT EQUAL LEG FRAME 1 MArL• 6083 -T5 DWG /42388 L i nod& tr* { ROWPF Paisimt m•• FF.IG 4/13/07 A Dm* bar w•••rx FJC 411$87 2.784 .093 NOM. T IUCO1ES5 .093 NOM. THIGOESS INSIDE MOUNT FLANGED MAT'L- 6063 -T5 DWG 142398 2.125 NO QW#3E DOS SHED' ndx 6 •• • • • ••• • • • 7 • • • •• • 1265.4 18 4251 19 4252 22 1224 24 4247 32 7/16 GLAZING .BEAD MArL 6063 -15 DWG 14251 10TOTFCrNKILOCYDRIVE rcwous. FLW caa •• ertdm - 9/16 LAMINATED 'N1BU JIIAI ) .. • •I LA OPTIONS: 712654K 64251 64252 6TP247 64247 SILICONE i Vest* Better • MAW INSIDE MOUNT EQUAL LEG INSIDE MOUNT FLANGED m8 X 4QUAD PN SMS STAINLESS STEEL SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT GLASS - 1I4" HEAT � DIJ bNT SENTRY GLASS PLUS GLASS - 3116 TEMPERED, .090 INNER LAYER, 3/18° TEMPERED DIIPONT BUTACITE PVB SAFLE)UKEEPSAFE MAXIMUM SETTING BLOCK - 513r X 318" X 2- LONG 7/16 GLAZING BEAD 9/16 GLAZING BEAD VINYL BULB WEATHERSTRIP (THICK) TRIM COVER DOW CORNING 899.995 OR EQUIVALENT n 9/16 GLAZING BEAD 19 MArL 6063 -T5 DWG 14252 .050 Nil G TRIM COVER MAT'L 6063 -75 DWG 14247 EXTRUSIONS & PARTS LIST MID-RISE ALUM. PICTURE WINDOW (LG. MISSILE) MOM I NTS 1 e 8 - I °�� 4248$ rA PRODUCIVEIGWED IheisCrode Awamisra No o @- o 9 z9•o s ITEM DWG B PGT. # • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • ••• DESCRIPTION LS' APPROVED 1x WOOD BUCK (SEE NOTE 3) A3.4 KSI LA.1 CONCRETE 1 7/8" MIN. ED L 1 3/8' mut FLANGED TO WOOD CONCRETE ANCHOR (SEE NOTE 1 1/4' 1 7/8' MIN. E.D. FLANGED TO CONCRETE W/ WOOD BUCK CONCRETE ANCHOR (SEE NOTE 1) 1/4' A3.4 K51 MIN. : . _ • • �« tI / CONCRETE 1 7/. E.D. • f • 1 7/8' MIN. ED FLANGED TO CONCRETE • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • •• • •• • • WOWS (SEE NOTE 3) EQUAL LEG TO WOOD CONCRETE ANCHOR (SEE ROTE 1 A AA APPROVED 1x WOW BURS( (SEE NOTE 3) A 3.4 KS1 MIN CONCRETE •. • •• •••• • • • • .• • ANCHOR. (.NOTE 2 .•• • • • •• • • • • • • ••• • • • • • • • • mLI.EG TO CONCRETE . • • • • • • • • • ••• •• •• • • • • • • • • • • • • • • ••• • •. • • • • • • 1 3/8' MW. 1/4' MAX. SHIN 1 7/8" MIN. ED. 1 7/8' MIL E.D. EQU LEG TO CONCRETE W/ WOOD BUCK 1/4' MAX. SHIM aA NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE CWN1Y, USE ONLY MIAMI -WADE COUNTY APPROVED ELCO 1/4' TAPCONS EMBEDDED 1 3/8' OR 1/4' SS4 METE -FLEX EMBEDDED 1 3/4". MINIMUM DISTANCE FROM ANCHOR TO CARE EDGE 13 1 7/8". 2. FOR WOOD APPUCATIONS IN MAUI -DADE COUNTY. USE •12 SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ME BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL F UNIT CAN BE MSTALLED DIRECTLY 10 SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1 mac OR L;REATER. BISTALLATION TO 1NE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO AMMO* THE MATERIAL SHALL BE A MMUS STMNGTH OF 8083 -T5 AND A MINIMUM C 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WllDOM FRAME SIMAR TO THAT SHOWN IN THE DETAILS FOR 2x WOOD BUMS. THE ANCHOR SHALL BE A 112 SHEET METAL SCREW WITH FULL ENMGDIENT 8110 THE ALUMINIM IF THESE CRITERIA ARE MET. 114E RESPECTIVE DESfGN MO ANCHORAGE S P . FOR CONCRETE ANCHORAGE MAY BE USED. A T VCIi ORA GE voeqoc+ms M ISEALUM. PICTURE WINDOW (LG. MISSILE) xa�m�A 3 74 141447&#er I NTS1 B d 6 I 42484 I A rte' asp • fr/ 1 - /g/f Reborn. Oak. P£ fibtaural • .• • • • • • • • • COUNTY MIMING CODE COMPLIANCE O ) Mot= CONTROL DIVISION o ACANCE MIIiMI -DADE COUNTY, FLORIDA FLAMERMILANO 140 witsr FI.AGt* marrow= ,'331101:63 {30) 395.1 M1(S) MOOR XA TecNogi Nokomis, nuns Scor This NOA being lowed under the applicable Mee and regulation governing tbe use of emstruedon Materia & :, ., ffi tbLtd ,_1 revte b qty Product Control Division �. sow of Rules and Appeals 0011A) to be Waif riiSTSRY oral ober stem krisdknion (MM. CanitY) the AM (in areas other n ) thealght (WA the IIV revoka, f�► ►ar ti u� o h p or within tl BORA ? If it I b contra tomeettitereqdrenungswithetIPPlicatiebuiltmE cod. h with therlorkla %Mug 46101 1:.000r linPaer, • .• � TAIWACTIOnlitarti01100000111‘10010040SROtistOt -- LA4 t. t rait einalbear h t label Whaltennuastaennefs ewe Or logo, el % State and frollOing snitienint •Miarni-DadeCProduet Moved Approved', unless othetwisenoted Ueda. AL of t i NOA shall IIe *antler a b n d ° t ers has been nn c tinge #a � 1 ca Ie b'ldiing"code del, +'eft .. of 1 7L 01.01 tins NOA l eeetw the S;W irthOre aeon orc e it - Wi + odt NO d i._ _ - � Pte► c adve ng er any + a s . Wi t► � ` wig air ' ANCA nuotholtectiod by .A niMede '= ► end awed ranyportionottioNakia di ye& ► silir :4, INS CHQN: copy be 'vithdttodouser ' thisetiwer or 813 *the requat of tluaBunding -This-140 #+. _l i E and Eat as well as chrennuna mentioned above. The subnitted . by MIMI Perez, P Ei. MAP/0.V F F_ Implinalitaandes � Date tit 2D07 Flee- • • • • • • • • • • IMMUSIEWSZLEDNISZAMOM DRAWINGS Man `s d s tvvm s and swims. PreParedtrY C ; (r('Ir. • •• • • • _ • • • • • •• • • • ••• • •• • • • • • • • •• •••• • a..,• •• • •••• • _ .• •••• • •••• • •. •••• e:• .: }., • • ofOIXO O o Test rePixte Large 194°1 lea ng im uthotatary nIC' TAS , , rest 2al ytepotts -94 ca"il 2) Cyclic 'Tod Pressure PBC, TAS 203-94 „ Echnuole LargeesPada. P. E. Fn.' • .. 6. Test • • • •• a • • . • •••• • • • 3 )CIrcht •••• • • • • • • • • wog with • • • • • • ••• • •411 • • • • •• • • • • • • • • • .. • 8„ • • • •••• • • • • • •• • • • • • • • • • • •••• C CALCULATIONS 1. Anchor ilitacad°11 calculations and structural analysis, complying with isc.2004. prepared b y m_F co dated 12/15A36, signed and sealed by Lucas k Turner, -P Cenipike w ith ASTM 2130042 D. QUALITY AMURANCZ I. Miami Dade *Ming Code Compliance Offiee{BCCO). t054:401 ; ., ,s'A)1 ••• 'AN. APt E. 20 oatswinging E 2 Itetthatandanot appmetbate Martf128 conarmance. • • • •• '• - • .u. • • • • • 3. • •• , • • a • • •t • • • •• •••• • • • • ; -: -! •• • • •._L • • • •• • • • • • • • • • • • ..�:...,.: •Y• • • • . 0 Tom ��! un mina Inc. for S* ", SWAM hoed toLI. Wont de & Inc. (rtes Awe do $•3 jAcas 492_,___Fewstration series - ittpladionZatift Approval Date $W ;.. i wits F2�t8" iT6t> �Gb tit •r • • • , • • ••• •. O i 9ns�id r tw�d r, *rg C'AiPtoinioolgur "141m44.01444, Ifs ow • • • •• • • • r • •• • • • •• • '.. • • • • • • • • • • • • • ••• • • ,• • • • • • • • • • , ,' •. ••• • -. - • • M•• �trt' it reOr same ce + tttarn. *nil 'Ali me vaitaniviittistoket. t vwe:anew. seat Maga 10/4222222,2 jig 422 iEt80111241i H. tiat u* eakvasitiDati T m tow t l witteaterme f 11V DCert $ CA DRAINING IMP 2 for „ 4 HOWSECTIOtat— e PAR1151118 7.4.v.._.._..a s ism 241 1Z12r/'i6 • • ••• o • • r•• •• •• • • • •• •• • • • • • r • • • • ••• • • • • • • • • • • • • • ••• • • • • •• k allnimiNNOMMIN xmlenui kr7 w C-71 • , • • • • • OOOO • • • • • • • • • • • • • • • ; • • • • • 1 • • • • • • • • • • • • • lo • 0 • • • • • • • • • • • , • rS VAWEVA0 WirMS) F1IA311, 4312, 431 UPGRADE F11.4311, 4312,431 Mart, 4603, 4522, LJPGRADEFt44828 , FIL-4311, 4312, 431 »L411 43 nwistr, 45244 52., UPGRACE -Mote, 4 4 ( • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • .• •• • • • • • • • • • • • • • • • • • • • • • ashoofiaiiiiiiiramommanum t1 • • • .. • • • . • • • • • • .. • • • • • • • • • • • • • • • • • • • • • un.. mumtammawm Wra t�4PAW =_ {r 9 s. = ti r_n . pian . : '" ._217MMNNONNONNWIN NNW MUM WOW � '1 rit'r 1 vs .d {:< 1 l hls.xe ! "taiNIM MEM rrf C° 7, NIA rar=7MIMINNOIMNIMINENIMENEMIN =- r_u yyoonne�� - r7 ry R .i iminsumnissomml mommimminforne mommemmomil is. w _lt s WINIE711111MINIMINIMMIUMMINNIK=N1 _ KLLETiaWIMMINNIMNIMMINNINNIMINIMINOMIN ors rn n7=-1=r. erL7ia NCI "!-L'IMOINNMINIIIIIIINENN I� TIVM 3...r1 WMNSINMONIMININNEE irlf =ma, Ems }' J' i • 1 4 41 1 1. = u . :. 77,7 I MS LIC=MINIMINNXIINNIMMInum BMX • ••• • • • • •• • • •. • • • • • • • :• • • • • • •• • • • • • • ;• • we ."•; • • • •• f 2eatpdc T/10 BEAD • • I063413 • • • • • • • 0 1111,1 •• • L t ••• • #80040 TS • • • • • • • • O V ING*LC .. • • • ••• • • • DRIP CAP gIS ,ora 7 -TB 8. SCREW COVER ALL wT8 gh X17 SOWS SOOTS - SWEEP PLATE taP SWEEP �=%j imooLlrornet MOM arrarrn • s+•? 2a' , 1;; A a X , E ;O UM. LfIBO, ' OF BIMOLE X K • T elm ; ;i0B swim, tastitiOTOOFOET JA K ▪ . 1-1/0 T CON 2- r I sAtitstem t tion ATIa�' a 2Ari (20 - , ~WV A8 OR2 mom 2 ORS LOCM1 WOODIEWISITIMEONtittill (*el Ap p irst*,4 !r3 -(7) i t ft Tits (Z/ • • ••. • • • ... •• •• • • • •• •• • • • • • • • • • . ' . t • • • ... • • ,• • • • • • • • • • ••• • • • • ••• (DIRECT TO CONeR�) i 1 E I (AIL MO 6 siLSECTIONIO y ,IM 11!2' THIN .liewailietitaernitploriatkift �NC1 q► i; ORGREATEA. suasTWOE tot WOOD sots I[tA1"Ir- Asa B Fi Bf � M tN. OF 1I 1 CIC. 41 yj701 �8IMt1,A11OTW►T$$ 0 *'1�memi t 2�[. *tufa; A61 1r t1 # on Mart .3 • • •• •• • • • • • • • • • • ••• • • • • • ••• • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •! • • • aottatem 9 : . A *• ;�°. urektSmit-.01 l•- . 811:116 - LITE SILL • tiJ,l. DOORSILL ASAPPIonanY146 f 1'Fi A R .BEAti'I2 S ee+ Q 'fOSF�91`RA1'E. ". 2tW000 miss cmw► TINTemr.E. PEACH feeeoenc ATONCRETE ANCHOR A INTERIOR .. Vlu.duuuatSEMIONS) RiOR a fiErPfroorisraPrP at Mat SEE NNE MINT. 10 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • Y • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ire car • • • • • • • • • • • • • lb • - •••• • • a _ • • • • pRomtircomnum.revenoN F ACCEPTANCE A, i-tf I LABELMO- O ,I of AL, - ,;.mmaL mteriads, 5 caul dthkipage IVY wastenbroad P.L BADE COUNTY, RONDA METROIDADIMACUR MIAM1, PWRIEK 331 1363 (304) 1 315 wed B O b e u Ind Daderonaty ausitidati a been Medandtbaralas been dinionfaunancentdisprothot w. _ .. I lane AM** Dodo . 01' 8d ` to adzes I and soda Wean and zed www+ -✓ es fir • • •••• - •r' • • • • • • • • •• • • • • • • • •• • • • •••• • • • • •• • TEES L Test ••• • • • • • • • • ••• .•_ • • • •• • •• • • • • • •• •• • • • • • • • • • • • -,•a • .. E-1 202-94 LargaesPada. fib[ ;Arnim • • ••s••• ACME& ..QE A+, ,+ s• Test moods on 1) Air Infiltration Test, per RIC, TAS 2) Uniform Stec Airbus= Test, Lauring per FBC TAS 202-94 3) Weer panIntanen ce T Per TAS - ; Sms 'Missile RBC,;?TAS 201.94 3) stir 4) Small sae • • • • • • • • •• • • • •• • •• •• • • • • •• 9. along • • • • •.•___ •• r• • • • • ••• • ••• • • •• • •• • • • • • • • •• •• • • • ••• . •••• ••• ; • • • • +f • •• • • • • • • • •••• • •- • • •••• T nliuted-uP drawings flimg l t 11 . } 1 I) 'AO , an; -- Single gung No. 114 - 9�4 Aluminum ng >�f Inc., Test Repot No. �7 EdimmdniargaanPada. ailLig) f TAS -sa /41c SUN . •• • • • • • • • • • • • • (0; • • • • ••• • • - • •••• • • •w • • • • • •• • • • ••• • • • • • • •• • • •s, • 10. 11. • • • •• • •••••• •. •• • • • • ••• • .. , a DICE OF ACCEPTANCE ENC SVS Terri reports on 1) Uniform Stec Air Passim) Test, Louring par /SC, TAS 202-94 Largc MIssile Impact Test per FBC, TAS 201-Sk1 ) c TAS 203-94 4101$ with Hung y Laboiatoiy. Inc Teat Repoit No. Largatiapila, P:. i 4 4111l*O1. .. _ - ofAcceptance No. OAK, issued 1 Pat Intustri uoitAinglitliung 03=11. TAS 201-94 S 794 CkbelgiATIONS 1. •••Anchor Calculation and struOural analysis, complying with FBC-2004, dated MVOS, P signed and s d by R rtL.Cam, with ASTME1 QU Anir ASSURANCE 1. Miami IlxbBuilifing Cade Compliance Office (BCCO). E. SIAMIXIAL 1. Notice of Amiga= lam. x.1 02 issind;to El DuPont D urs for "DuPont dated fl1/051 6, sulking on 12111110. 2. Tt SCE No. 034827..8 issued 10 Soluda Inc. for their Valais hterlayer" dated 03AXIK, milting on ONOM9. F. ► A 1. letter of and Tio financial interest, dated 03116/07,_ and Rebut L. `Clark P.E. a °t ?=ili rr 10) . .r.:; *if .11 El ri;:li ... V E t �e1��f4 ! .. E -3 isspiranon Due Appisternode JIrts07, t7 Wine I . /10 liaNSIUMOTION) ON TAW* i taZal WINS tee) 'WINO csi • • • • •: • • • • • 41. 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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 purposes. If this product or material fails to perform in the (trollied manner, the manufacturer will incur the expense of such testing and the MIS may immediately revoke; modify,;or suspend the use of such product or material within their jurisdiction. BORA reserves the right to tevtikt.this acxtptaribe, if it is determined by Miami-Dade County Product Control Division that this product or matedirfails to !neat t8e requirements of the applicable building code. Thy pct is epptg@dd as described herein, and has been designed to comply with the Florida Building Code, incldding the Hitrabcity Hurricane Zone. DE C I TION; ). g'Std. Wall-Akan all - Aluminum Tube Clipped Mullion -L.MJ. APPROVAL DOVRMIENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped MgpieQ',.sheets"? fittbfigh 5 of 5, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28100,1vith lit elision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with lastt VR tice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. . MMSII.E IMPACT RATING. Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04. 0528.04 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06. 012106 Expiration Date: June 28, 2011 Approval D July 20, 2006 rage NOTICE OF ACCEPTANCE: EVIDENCE SUBMrr'rED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared ... by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2902, dated • • • • 01/05/01, signed and sealed by Antonio Acevedo, P.E. • • • • •a lubml#ed under NOA# 04 • • • • •••• • 2. , Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 • • 2) Large Missile Impact Test, FBC, TAS 201 -94 • • • • • • • • • • • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 • •' • • • • Wing with installation diagram of a pair of fixed alum. windows (00 • • • • • • • • configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared • • • • •.. • Fenestration T • • • kr• Testing Laboratory, Inc., Test Report No. FIL •2903, dated ••• • • •:01105/01, signed and sealed by Antonio Acevedo, P.E. • • • • • • : • iiSFbmitted under NOA# 044528.04" • • • • • • 3. • Tat reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 • • • • 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x VI" wall vertical mullion and a 2 x 6" x 1 /4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL 2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. G scon P.E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: Jinn' 28, 2011 Approval Date: July 20, 2006 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 040721.01 issued to Elc o Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23 /06, signed and sealed by Robert L. Clark, P.E. • ' OTTER • • • 1. Noce of Acceptance No. 040528.04, issued to PGT Industries for 1" x Std Wall- • • •••• • •.... • • lu * um Tube Clipped Mullions, dated 07/08104 and expiring on 06/28/06. • • • • • • • • • • • • • • • • • • • •••• • • PGT Industries • • • • • • • • • • • • • •• • • •••• • • • •• • • . . • • • •• • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 J h D. Cascon, .E. Chief, Product Control Division NOA No 06.0125.06 Expiration Date: Jane 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL B ; C OR 'D" AT BOTH ENDS AND AT BOTTOM MUWONS W = W1 +W2 H = H1 +H2 ) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPEN/NG= OR H1+112 MULL LENGTH = W OR W1+W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = 111 1. THE 33 ANCHORS DETAIL A ANCHORS DETAIL A W2= o3- -- W i W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR OETERMINNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 143) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WE +W2 OR W2 +W3 MULL LENGTH = HI USED IN THE DESIGN OF THIS PRODUCT. • • ••• • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• 1/3X STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. RLhtRENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • • ••• • • :4ArcHZ RS fhcJ. JL :B:,• • • : • • • "C' OR•r AT TO • • • • • • EWDS•AND AT •BOTTOMS • • • • • ANCHORS DETAIL B C OR '7 BOTH ENDS •• • • • •• ••• •• • • • • ANCHRS DETAIL VI • • • Ei O • " BOTH ENDS 1 MUWONS Robert L Clark 139712 Structural W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 MAX OPENING = W OR W1 +N7 MULL LENGTH = H FOR ANCHORAGE TYPE QUANTITY AND LOCATION, TO BE USED ONLY WITH Rama Op F.K. Roma ep F.K. per• P.J.P. (` 0"1 1070 TECHNOLOGY ORW WOW& FL 34279 P.O. 90X 1529 Names. FL 34274 MULLION PGT INDUSTRIES PRODUCTS o a SO /06 ww 5 6/06 46/00 REFER TO N a H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DEIFRM1ANVG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING =HOR111 +H2. MULL LENGTH = W g Df I Z I NOTES 5 & 6 C � 1E REFS. 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION 6,,,6,0*** saMer Muus NTS 1 a 5 Onming 6220 • • •• • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • • • •• PGT 1x MUWO MULLION CLIP. CUT FLANGES OFF CUP TO FORM A It CHANNEL AND INSTALL AS SHOWN PGT 1 x MU F O R 1 " MULL i" 1 MULL= i MIN. TYPICAL MULLION TO MULLION INSTALLATION. QETAR A" 2 OR 4 112 FH S . . •. U. STAG (IN • OPPOSITE VII :S • 1x.4�U (SO AS NOT• TO • • • • • • INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 •• • • CONCRETE • • • • • • ••• • [_± • • • • 112 SCREW,* • • SEE NOTE 3 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE [-WITH EACH OTHER) SEE NOTE 3 TYPICAL MULLION TO STRUCTURE IWTH NOTES; WOOD RUCK. DETAIL "9" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4 TAPCONS OR 1/4 534 CRETE —FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO 15 2 1/2 ° . MIN. EMBEDMENT TAPCONS 1 1/4 ° . CRETE —FLEX 1 3/4" 2. FOR W000 APPLICATIONS USE 112 SCREWS, ELCO 1/4 TAPCONS OR 1/4 SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOC4TIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL—TO —CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CUP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. Robert L Clark P.E PE 139712 d • • • • • • • • • a • • • • WOOD MIN. BUCK * 1 TYPICAL MULLION TO STRUCTURE W/TFI WOOD BUCK REMOVED FROM CONC.. DETAIL ° C 2 OR 4 flP/CA! MULLION TO STRUCTU WITH WOOD BUCK AND CONC.. DETAIL ° D" 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 TO BE USED QNLY WITH PGT (INDUSTRIES PRODUCTS F.K. MO /06 NOTES 8 5 F.K. , 5/8/06 D-ADD DEED DETAILS n�a 4/28/00 P.J.P. MASONRY ANCHOR, SEE NOTES 1 & 3 TD. WALL, CLIP INSTALLATION DETAIL Thle 1070 1070 3443 ALUMINUM TUBE CLIPPED MULLION PA. Box 1S2B Series /Modok Sala Sbast prabr0 Ifw R 34274 MULLS NTS 2 or 5 6220 • • ... • • • ... .. • • • • • .. • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• 1 MULL CLIP (CLIP TO OPENING) EXTRUSION DWG /1099 CUP LENGTH CHART FOR lx MULL MULL SIZE 1 x 2 x 1/8 1 x 4 x 1/8 II' 1 11/16 3 11/16 3M 4' f A/2 --A-- ® TWO (2) ANCHOR O FOUR (4) ANCHOR LOCATIONS LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/6 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHORN AS MAC. 3. REFERENCE TEST REPORTS: FR -2902, 2903 AND 2975. • • • •• • • • . • • • • • • • • • . . . . . • •. . • • • • • • • • • • • .. • • • • • • • • • • • • .. ••• • • • .. • • • .. •• .. • • • • • • • • • ,(3)EQ.SP.® (A -3/4)/ 1070 TECHNOLOGY MAE 410103445, R. 34275 P.O. 00Y IS29 MONONA FL 34274 1 MULL CUP W/TABS REMOVED (CUP 10 MULL) EXTRUSION DWG #1099 A/2 MIN. LA 1 ONE (1) ANCHOR LOCATION iMIN. A 2 THREE (3) ANCHOR LOCATIONS MIN.TYP. TO BE USED ONL WITH PGT INDUSTRIES PRODUCTS (1 5730/06 8/06 Dram P.J P . 4,18/00 s cwvidoa a MULLS C—REVISE SPAWN S TD. WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Sally NTS 1 d 5 I°`°'�° 6220 I D NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • •• ••• • • • 1 - (T1 • • • • •• • •• • • • • • 3 • • • • • • 4 •• • • • • • • ••• •• 1 x STD. WALL MULLS MAT'L: 6063 —T6 Robert 1,, Gmk PL PE 2 Structural TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1 NO(0M 5 i1 34274 RiZ Dra,n, 9y: P.J.P. r9 /Os 578/06 4728/00 Errata nns stn: C -N0 CHG It@S 91T 1" STD. WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION serkos der soon atwr a- • . aruus 1 x 4 « s 6220 • • ••• •• •• • • • • • • • • • • • • • ••• • • • .•. • • •• •• • • • • • • • ••. • • • • • • • • • • • •••• CHART 1. - 1x2x.125 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 1 Z z 5 J Of W z 42 48 50625 54 60 63 68 76 78, OTY. & TYP. ANCHOR CLIP TO OPENING 50 (2) A (2) B (1) B 129 83 70 57 41 35 23 20 18 CHART 2. - 1x4x.125 50 (2) A (4) B CLIP MU TO (3) B 42 170 48 170 50.825 170 64 170 60 )170 st7 170 68. 170 72 142 76 120 78 111 84 88 90 72 96 59 108 41 111 38 144 17 (2) A ( B (1) B 115 61 49 30 26 20 17 15 _ 60 A (4) B (3) B '170 X 170 170 170 170 160 145 70 ( A (2) B (1) B 107 67 55 44 31 27 23 17 15 70 (2) A (4) B (3) 170 170 170 170 157 141 OPENING WIDTH IN INCHES 80 (2) A (2)9 (1) B 104 63 52 41 29 24 21 16 OPENING WIDTH IN INCHES 80 (2)A (4) B (3) 170 170 170 170 _143 128 127 115 90 (2) A (2) B (1) B 103 61 50 39 27 23 19 90 (2)A (4) B (3) B 170 170 170 162 134 119 106 100 (2) A (2) B (1) B 103 61 49 38 26 22 18 100 (2) A (4) B (3) B 170 170 170 158 127 112 100 110 (2)A (2) B (1) B 103 61 49 38 25 21. 18 (3) B 170 170 170 157 124 - 108, 120 (2) A (2) (1) B 103 61 49 25 20 17 110 120 130 160 (2)T (2) A (2) A (2) A (4) B (4) B (4) B (4) B (3) B 170 170 170 157 122 106 93 130 (2)A (2) B (1) B 103 61 49 20 17 (3) 170 170 170 157 122 106 92 160 (2) A (2) B (1 B 103 61 49 38 25 20 17 (3) B 170 170 170 157 122 106 92 81 69 63 49 120 102 94 75 60 50 35 32 105 90 83 85 53 43 30 28 95 81 74 59 47 38 27 24 87 74 68 53 43 35 24 22 39 32 22 20 77 65 60 46 37 30 20 19 74 63 57 44 35 19 17 72 61 55 42 33 27 18 16 71 59 53 40 31 24 16 • • • ••• •••• • •• . •••• ••• • • • •• • • • • • • • • • • •• ••• • •• • • • •• ••• •• • • ••• • • • •• • • • • Robert L Cob, P.E. PE 0E712 Structural • •• •• • • • • • • • •• • • • • • • • •• • • • • • • • velum Mull Mu ll >r,Qer, Horizontal Mull Opening 'Multiple Mulled Unite NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN I5 BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. .3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4" TAPCONS, EMBED. (1 1/47 OR 1/4 SS4 CRETE -FLDX. EMBED. (1 3/4 7 B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 78211VOLOGY ORME Ft 34275 P.O. BOX 1529 140201114, FL 34274 FK. Dom op P.J.P. /06 M /04 478J00 Iterbearsre 0-NO CHO 17I1S Siff Rerbenran -MANNED CHANCES 1" STD. WALL, PRESSURE CHARTS 1 & 2 il,t ALUMINUM TUBE CLIPPED MULLION Draping No. am MULLS NTS 5 a 5 6220 I MIAMWADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Drive Nokomis, FL 34274 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). 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•haae this troduci or material tested for quality assurance purposes. If this product or material fails to }ftt>i in thee accepted manner, the manufacturer will incur the expense of such testing and the AHT may infift8diately ]wvQke,:modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the r revoke this acceptance, if it is determined by Miami Dade County Product Control I y.sipn that induct or material fails to meet the requirements of the applicable building code. This product is joved as described herein, and has been designed to comply with the Florida Building Cede',aracludiilgtha I-igh Velocity Hurricane Zone. DESCRIPT1'OVVRerjes SH-800 Aluminum S ngle Hung Window —LM.I. • AyJ' ROVAI DQ(UMENT: Drawing No. 4065 -1, titled "Alum Single Hung Window, Impact (LM) ", Sheets 1 of 1111frou$h 10, prepared by manufacturer, dated 0412412002, with revision I dated 01/17/2007, sigma and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Nye ImpactResistant 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06 1010.03 and consists of this page 1 and evidence pages E-1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P.E. NOA No. 074080L03 Expiration Date: December 13, 2012 Approval Date: December 06, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4065 -1, Sheets 1 through 7 of 7, titled "Alum. Single Hung Window, Impact (LM)", dated 04/24/2002 with revision I dated 1/17/2007, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA # 06 1010.03) 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 • 6 ) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 ▪ • ▪ •••• • • along w i t h marked -up drawings and installation diagram of a series SH -800 aluminum ' • •.. single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report • • • • •1$er. VTL -4955, dated August 7, 2006, signed and sealed by Edmundo Largaespada, • . • . • • • • • • ;( ;uYnaitte under NOA # 06 ▪ '. • .2. • .Uat'reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 • "• • 3) Water Resistance Test, per FBC, TAS 202 -94 • ' " • 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a series SH -800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3258, dated February 26, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA # 06 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4008, dated January 16, 2002, signed and sealed by F•lmundo Largaespada, P.E. (Submitted under NOA # 06- 1010.03) E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07- 0801.03 Expiration Date: December 13, 2012 Approval Date: December 06, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS • 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 10/2/2006 and 11/9/2006, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 - 98/02 (Submitted under NOA # 06 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 06 - 1205.10 issued to E.L DuPont DeNemours & Co., Inc. • . ' • • • • fc.their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01114/08. • • • • • • 2. • •11otice of Acceptance No. 03 issued to Solutia Inc. for their "Vanceva " • • ; Con=posites used for lamination of glass" dated 12111/03, expiring on 12/11/08. • • STAI NTS • • • 4. Statement letter of conformance and no financial interest, dated October 2, 2006, • • • • •' • *sighed and sealed by Robert L. Clark, P.E. • . (ramitted under NOA # 06- 1010.03) •.•. • • • • • •• • • •• • • • • • 2. • 4raberatory compliance letter for Test Report No. FTL - 4955, issued by Fenestration • • • • • • Testing Laboratory, Inc., dated August 23, 2006, signed and sealed by Edmundo Largaespada, P .E. (Submitted under NOA # 06-1010.03) G. OTHER 1. Notice of Acceptance No. 06-1010.03, issued to PGT Industries, for "Series SH -800 Aluminum Single Hung Window — LMI", approved on 03/01/2007 and expiring 12/13/2007. E -2 Jaime D. Gaston, P Chief, Product Control Division NOA No. 07- 0801.03 Expiration Date: December 13, 2012 Approval Date: December 06, 2007 TABLE 1. DESIGN PRESSURES (ALL SIZES & CONFIGURATIONS) ' ANCHOR TYPE SUBSTRATE 'POS_1NEB 6/15" ELCO TAPCONS 3.5KSI CONCRETEN.SKSI CMUL +90.0 j -110.6 OTHERANCHOR TYPES AND SUBSTRATES AVAILABLE, SOME WITH DESIGN PRESSURE LIMITATIONS. SEE SHEETS 6 THROUGH 9 FOR SPECIFICS. • • ••• • • • ••• • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4p ;: • • •V • • • ••• • • • • ••• GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG WINDOW 1, GLAZING OPTION: A. 7/18" LAMINATED GLASS CONSISTING OF (2) LITIS OF 3/18" HEAT STRCN- THENED GLASSW OF SENTRY GLASS PLUS BY EA. DUPONT DENEMOURS & 8.7/18' LAMINATED GLASS CONSISTING OF (2) CITES OF 3/18° HEAT STTEt H4NED G V4ITH - .OTSJNTr111:1 8k;OF VANCEVA BY SOLUTIA, INC. • • •• • • • • • • 2. CONFIGURATIONS: "OX° (1/1, VIEW AND RADIUS TOP) • • • • • • • • • • • •• ••.• • • • 3. DESIGN PRESSURES: (SEE TABLE 1) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TATS E 1 -98,14t ASWF • • • • • • • • • B. POS111VE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GL ASSTBi5tS1M Er1R • 9>lOF TM E *320-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN TH6IiE3IGN OG ASPROIDU7ST. kE•4H@6A 8 THROUGH 10 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -3258, FTL-4008 AND FTL.4958. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NOS-2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL EXTERIOR 0.090 SENTRY GLASS PLUS BY E.I. DUPONT DENEMOURS & CO., INC.OR 0,076 VANCEVA BY SOLUTIA, INC. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). INTERIOR 1/2" NOM. GLASS BITE 7/16° LAMINATED 7/18" LAMINATED GLASS,' 3/18° HEAT STRENGTHENED GLASS 3/10° HEAT STRENGTHENED GLASS F F K Rowan F IC Fit FJG Dee ADD INTERIAYERMAIfACTURER TABLE 1. Odc ?MVO 1/17/07 40'14101 f 6 VANCEVA INBOI AYEAADD MAP H r / Ci[ ° MOB 1O7O TECHNOLOGY DRIVE NOKOMS, FL 34278 P.O. BQX 1020 NOKOMI S, R.34274 • fiZ 1/Ldb1j Benet GENERAL NOTES, GLAZING DETAIL & DPS ALUM. SINGLE HUNG WINDOW, IMPACT (LM) SH800 N/S I 1 10 I•-m•. 4085 -1 171 O., INC. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 1 ELEVATIONS 2 VERT. SECTIONS 3 HORIZ. SECTIONS 3 PARTS LIST 4 EXTRUSIONS 6 CORNER DETAIL 4 ANCHORAGE 6-10 PRODUCT as mmp:yird: u '', 3a Flur:uW Building 0042, A= No 03 ' J : ,. 0 /T.. • Divie Cnm I Clark, P.E. PE 039712 StraWu0a1 VERTICAL DAYLIGHT OPENING FIXED DETAIL LITE HIGH SILL A 341/8" B 41 1/4" C 40 7/8" D 52 11/16" E 52 5/16" SASH HIGH DETAIL SILL A 341/8" B 271/8" C 271/8" D 153/4" . E 153/4" TABLE 2. oI 78° I, HEI( I 20° X / SASH HEIGHT • • ••• • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • SEE DLO TABLE SEE DLO T ABLE 48 9/4° MAX. VENT DLO (ALL) DETAIL A + - 63 1/8° MAX. WIDTH 8 -"� 8 ---i DETAIL D VIEW (CUSTOM SASH) HT NOTES: 1. SEE SHEET 3 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 4 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE INFORMATION. A SEE DLO TABLE L- .SEE DLO TABLE • • • •• • • • • •• DETAIL B VIEWJSTANDARD SASH) •• •• E +-) DETAIL E RADIUS TOP (CUSTOM SASH) •• •• • • • 78" MAX. • HEIGHT • 78" MAX. HEIGHT DETAIL C RADIUS TOP (STANDARD SASH) PRODUCTAANEWE y tire florida Aimee N" Dula r:rr,:T/. FJC arm eR FJC Raw ea FJC e`aF Jc cMe G r aerbaBr 1/1807 4/24V2 REDRAWN, OOMSINE ELEVATIONS AND ADD DLO TABLE 2 ADD MAX WIDTH DIAL TO ALL DETAILS 8 REVISE DETAIL A DLO. IZONANG J71IS SHEET 1070 TECHNOLOGY calve NOKOAI8, PL 342!8 P.O. BOX 11120 NOXCMIS, FL 342!4 • Visrbly Bawer ELEVAT/QNS ALUM. SINGLE HUNG WINDOW IMPACT (LM) 100~0 reve. 814 0 I NTS 1 2 d 10 I � 4068 -1 v7 rt L. Clark, P.E. P8839712 Structural HEI BHT IMO • tr� 1 110 ° rlll 'iihii rt OUTSIDE ':I r i JiiJ I•, I MA X. FIXED UTE DAYLIGHT OPENING MAX. NT DAYLIGHT OPE NG 0 ilk i t II (SEE NOTE) �O 0 0 ONL TRAUFT SECTION B -B 2.848' H PER NEW TE$TRSPORT air FA 11RYQ8 Modes tit F.R 1117107 P. 1C 4(24102 0 REDRAWN, NYSE LATCHES NO CHANCE THIS SHEET a .t NOCHANr" ME SHEET J1 91108 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • INSIDE (SEE NOTE) INSIDE ••• • WAN. %NT DAYLIGHT OPENING • • • • • • • • BALANCE USED ON SASHS >40 LBS 16 & 18 2.710' • • • • • • • • • • • ® •• • •.• 0 _� J MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A _ BALANCE usED ON SASHS <40 LBS REINFORCEMENT REQ'D. ONLY ON OUTSIDE VIEW AND RADIUS TOP WI S REINFORCEMENT RECD. ONLY ON VIEW AND RADIUS TOP MOMS SECTION C -C RADIUS TOP (HEAD DETAIL) OUTSIDE NOTES: 1. MINIMUM OF ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED 6" FROM EACH SIDE OF VENT. 2. TWO 518' WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG.) WMTECHNOLOGY DRIVE NOKOMIS, FI.34278 P.O. B0X1628 NOKOMIS, FL34274 e Vitt* Better SECTIONS fix ALUM. SINGLE HUNG WINDOW, IMPACT (LM) mdaxroae acre en.,t carttgal. pa SHOO Half 9 d 10 4085-1 1 ,e7 / /7/07 Robert L Clark, P.E. PE 02712 Smrcww 5 9 10 40029 1166 -1 4050B 1062 4004 4025 4029 4029 1080 4029 -1 1080 -1 FLANGE FRAME HEAD #8 X 1" S.S. QUAD PN. SMS FLANGE FRAME SILL WSTP., .187 X .270 FIN SEAL FLANGE FRAME JAMB SASH STO CALDWELL SPIRAL BALANCE, 6 /8" BALANCE BOTTOM BRACKET CUP BAL. C•VER, RIGID VINYL, 6/8" #10 X1" SMS CALDWELL ULTRA-LIFT BALANCE, .670" #8 X 1 PHILLIPS FLAT HEAD S. STL .670 ULTRA-LIFT BALANCE COVER 640029 781 PDX • 84050E • • • 610820 • • • 612227 • • • 64053 612244 7BALTBKT • • 6BALCVR916• 710X1PPSDA • 78X1 FPAX 1628 Dal 1830 1631 4624 (3 . 6EITING BLOCK 3/32 X25/84 X1 SdIIE FIUME (HOR. & VER.) SCREEN CORNER KEY WIRINGS SCREEN CORNER KEY W /OUT RINGS SeR LAIN SPRING SCREE SPLINE - .135 DIA. HARD LAMM REEN CLOTH 76 111 505 1181 BCRE SPLINE - .135 DIA. FOA GLAZI CHANNEL .688 X .500) #6 X 1.000 PH, BUGLE TEK SCREW 71622K 61014 71630 71831 7CASP 81624K 81635K 61816 8533402 708X1 19 DWG # 4053 29 1179 SASH STOP COVER 20 4029 -1 SASH BRACKET DESCRIPTION 24 1086 SASH TOP GUIDE, 11/16" BAL. 42505R & L 21 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7632X12FPFX 26 4054C FIXED MEETING RAIL 64063 7ULBRKT 640540 26 4086 WSTP.,.187 X.230, FIN SEAL 640880 27 4083 MEETING RAIL REINF. TUBE .76 X 1.60 84083 28 4084 MEET. RAIL REINF. TUBE END CAP 44084 #10X3/4" P. PAN HEAD TEK 18/8 S.S. 12" MAX O.C. 30 947 DIA. 3/8" HOLE PLUG 41722 32 4006C SASH TOP RAIL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 675160 34 1096 SWEEP LATCH 71096 6BALCVR670 36 1175 #8 X 6 /8" PH FH SMS 786885 36 4051A SASH BOTTOM RAIL 64051 37 1228 WSTP., BULB VINYL 8TP249 710X34PPSDAX 38 2740A EGRESS LATCH 62740AM 39 LIFT RAIL COVER CAP 74078"C" L OR R 40 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 41 4008 SASH SIDE RAIL 812231 42 1235 WSTP.,.170X.270 BACK, FIN SEAL 678160 44 1085 SASH TOP GUIDE, 9/16" 42504 46 1086 SASH TOP GUIDE, 11/16" 42505 46 1288 SASH FACE GUIDE 42501 1 GLASS, 7/16 LAMI- 3/16 HS, .090 SENTRY GLASS PLUS INTERLAYER E.I. DUPONT DENEMOURS & CO., INC., 3/16 HS GLASS, 7/16 LAMI- 3/18 HS, .075 VANCEVA INTERLAYER BY SOLUT1A, INC., 3/16 HS ifsedilr Ds* FJC 1105108 Mt FJC 11/8/08 Road* gran FJC 1/17/17 I • -, , FJC 4124102 J.J. 0 Ifreitera H CORRECT ITEMS 1, 4.14,29, 80681 TIES SHEET POTS • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • SILICONE, DOW 899, 995 OR EQUIV. 59 4222A GLAZING BEAD 7/18" LAMI Jib 6 %ffi GL4,ZING DEAD 7/18" LAMI W /GRILL KIT 6985 4 V BV B WEATHERSTRIP "THICK" TP-247 78 FOAM GLAZI G TA E 1/18 X 1/2 SEALANT OR GASKET AT HEAD AND SILL VIEW D -D (1/1 & VIEW HEAD & SILL; RADIUS TOP SILL) FRAME CORNER CONSTRUCTION 64222 62BV1510 SEALANT ALONG ENTIRE JOINT VIEW E -E ( RADIUS TOP HEAD ONLY) WELD ALONG SCREW BOSS (2) 1070 TECHNOLOGY ORNE PARTS LIST & FRAME CORNER DETAIL NoWe98, PL FIGT TN* P.O 1822 ALUM. SINGLE HUNG WINDOW, IMPACT (LM) NOKOMI9, PL 34274 Visibly Better WOO NTS 4 d 10 �� 4086-1 ' PRCN RP.11EWED as a,n, 1yia$ with the Pturide Build ,'a Cole g Acraptmme No 0 • 1•p .. a .e /1:►t' .1 Division PRODUCT MUM vfth Ow P i& Robert L. Clark. P.E. PE #39712 Structural FJc matte FJc newer FJ T 1.383 0 FLANGE FRAME HEAD #4002B,8083 -T8 (1/1 & VIEW WINDOWS) X1.813- I1-.738 [ 04o � CD STOP COVER #4053, 8083-75 h -- 2.279 ---►{ T _ 1.707 2 32 SASH TOP RAIL #4008D,8083HS -T8 O EGRESS LATCH #2740A, 808345 REDRCWM UPGRADE ALLOY, REM 9 &25 CORRECT REMS 1 &V DWG. REV NO OMAN THE3 amm Pp Am 0"301102 oue i SHEET F.II: 4/2402 J,J. BAYOU • • • ••• • • • • • 4062 • • • • • • • • • • • •• • • • • • • • • • • • • • 2 3.448 • • • • • • • _I_T.___ 2.710 • • • • •• ••• •. • • • • • • • • •• N'274! 0 ._., • • • • • • FRAME JAMB • • • • Ni • • #4004,8083 -78 Nt3E FRAIl�I O FLAE • L • • • • • • • (USED AS RADIUS 7OP HEAD) 84060A,8083 -78 • • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• .082 25 FIXED MEETING RAIL #4084C, 8083110-76 SASH BOTTOM RAIL a � #4081 A. 8083 -75 .878 1.098 T 0 GLAZING BEAD 7116" #4222, 8063 -76 16731ECHNOLOGY ORNE NOKOMIB. 8. 34276 P.O. BOX 1628 NOKOMIS. 1 2 1 84274 IRGIT Mb& Better .062 — _ -I .780 r-- --I 1.188 1.349 • 41 SASH SIDE RAIL #4008, 808345 .125 27 REINFORCEMENT, FIXED MEETING RAIL #4083A, 6081 78 .050- - 1.115-- k----17 60 GLAZING BEAD, 7/16" #985C, 8083-75 (USED W! GRILL KIT) Ratdrac G 5- H EXTRUSIONS ALUM. SINGLE HUNG WINDOW, IMPACT (LM) swop I Half I 5 ° 10 I 4085-1 -+-.0821400 T 10 SASH STOP 44026, 6083-T5 I PRODUCT RENEWED es compfyicg with the Flrnidu B antling Coda Acceptanao No PReDVCT 5BYIB69 • I g withOw Main M.. Clark,.P.E. PE 639712 Structural 200 • • ••• • • • ••• •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ANCHOR QUANTITIES FOR 111 WINDOWS TABLE 3. WINDOW HEIGHT SUBSTRATE: ANCHOR TYPE;\ WINDOW WIDTH 1825_ 37.000 40.000 44.000 48.000 53.125 GLASS TYPE A 24.000 - - 1 12 PSF 32.000 1 1 2 12 213 1 1 2 2;2 112 213 1 2 :3 1 2 2 2 214 1 2;3 1 2 PSF tf 28.803 g 1 :2 r• :2 2 2 2 2 :2 1 11 1 34.603 1 1 1 1:2 11 1.3 1 2 112 2i3 z • g N 0 1 1J 1;2 111 212 1 1:2 1 2.2 2 2.3 2 2;3 2 213 1 112 2 212 2 34 1 2 212 2 4 2 2 212 3 4 2 3 2j2 3;4 2 2;3 2 212 40.603 _ - -�.3. • • V N g 0 23 2 2;3 2 213 2 33 2 3;4 1 22 2 314 1 1 2 2 2 1 3 2 2 2'2 314 2 3 2.3 315 2 3 23 315 2 3 213 315 6U 1 - '1 1 1. 2,2 2 ;2 212 2 2 1 1 213 22 •1• 212 2[2 1 23 2 2'3 2 3j3 2 313 2 31 • C2 •1• 2:3 2 2.3 2 2,3 2 2 2 2;3 • N q 3 •1• • i! • _ •r 313 212 2 3 , 4 1 2j3_ 1 - 2 ° 2 3'5 2 35 3 3 3 4;6 3 416 2 213 2 2`3 2 33 2 314 2 34 9/208 1118416 *ft 7107 MONO le-WNW UPQs4DEAND DETAILANCHORAGE REVISE TABLE DUE TOREDUCEDANOHOR I CHAN G E NOTE2 -ADD 9"AOM O.C. & 9 Mr RAO. Ciudad Op arc VS9/08 1070 TECHNOLOGY COM NOKOMIS, FL 34276 P.O. BOX 1648 NOKOMPI, PL 34274 ••• 64.603 78.000 523 .1'7. g 'et 212 1 23 2 23 2 2.3 2 213 2 313 .0. c'J UI ,.1 .1• •21 `62 , 2 22 1. It IV • 1• 3;4 2 34 2 36 3 3 3 416 3 416 4 41 7 PC3IT Viably Batter O 0 Z U .4r! g fV 0 0 O N U 1 1 1 1 1 1 31 2 : 2 313 312 2 4 .1 •• 1• 1 2j2 2;2 3'4 1 3 :3 2 3:3 2 3 3 2 3;4 2 34 2 414 1 2 2 ,1 ! 2:3 2 2 3 2 23 2 3:3 2 34 2 4:5 1 212 313 2 314 2; 2 5 :6 1 1 2;2 414 2 2;2 1 313 1 314 2 314 2;2 1 3;3 1 33 3 4! 3 418 3 417 4 5j7 2 314 2 34 2 3j4 3 • 415 2 3 2:366 2 3 2;3 57 2 4 3 6j8 2 4 34 618 2 44 2 4:5 2 415 3 415 2 314 2 3;4 3 :4 2 314 TABLE KEY: By HEAD DhlMoR JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 1 3 ANCHORAGE, 1/1 WINDOWS 7- ALUM. SINGLE HUNG WINDOW, IMPACT (LM) SHOD NT$ 6 o' iO 4085 -1 ANCHORAGE NOTES: 1 ANCHOR TYPES: 2 -1/4" ELCO 334 CRETE -FLEX 3 -412 STEEL SCREWS (G5) 4 - 5/1 B" ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. ®3" MINIMUM 0.C.SPACING. HEAD - 18112 MAX, FROM CORNERS JAMBS -10° MAX. FROM TOP CORNERS 10" MAX. FROM BOTTOM CORNERS ®8 118° MAX. ABOVE MEETING RAIL 8" MAX. BELOW MEETING RAIL SILL • ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. PRODUCT RE ?EWED ea cempiyi4 with the Plortda HWIdleo Mkt Acceptancc No Fdr Robert L OWL P.E. PE 839712 Structural SUBSTRATE: ANCHOR 28.655 TYPE: v N 37.155 a l- 44.665 a a 1 v 1 • x :41• 4 050 N 1 I Et 611.1 l ••' •. • • • 6 4 5965. et I • 1 • • 7.1155. • N A f� • , a 74.655 78.00 ,1 ,1 o e'z ,v N e t WINDOW WIDTH GLASS a N TYPE 18.125 PSF = 1 rt •• • • • •• ••• •• A 1 1 rrF Ti 1, 1 1 2 2 1 �.. 21,i 1 1 1 i . , _.. 2'1 2 2 2; 1 i. 211 1 iii 2 z 4 .. 2:212,2,2,4 1 .1 I. ra •0:100 1 .1 2': 2 2 s 1 3 3 l 1 ._. 2[ 2 1 2 2 1 _..:. 318 1 2 2 1, 212 24.000 PSF 4.; , A =•-' 1 ',11 1 1 1 2 2 1 21 1 1 1 211 3'3 2:2 1 212 1 3;31212 1 1 1 212 1 1 1 31312121212 1 4'42;2 1 1 2 2 1 1 4 :413 1 212 1 414 1 312 1 2 2 32.000 PSF 11, :: "1 `1f1 •'° 4 : °.. = • A 1 ,1 1 2.2 1 2 1 2;2 313 21212'2 1 2 3;3 1 213 1 212 2 4;43 1 :3J3 1 • 2 2 4,4 1 313 1 312 2 514 1 3;3 1 312 2 514 1 4.3 1 312 37.000 PSFI, .fir s A vx '-t1. � _/ t ' ^ + •. ;; ' : 1 212 _ 1 2 - 212 2122 212 4 2 1 2 414.3'3313 2 1 2 5153 2 1 2 5154;33;3 2 1 2 6;5 2_ 4 3 1 3;`3 40.000 PSF .,. : m A . : y R 1 ' 0.0. 2 2 2 2 . , . 2 2 .3 2 213 2 2 ;2 3 . ) 414 2 ._ 1._ 2 312 213 3.. 4.5 3 3 1 2 313 3 1 5 5 2 413 2 313 3 5 2 4 4 2 3;3 3 6,5 2 4i4 ..2_ 3`3 44.000 PSF .. ; ° " ' . .. : , 2:2 2 2;2 3 ij313 2 2:2 3 4 2 3;3 2 213 3 5 5 2 3;3 2 3 313 5j6 2 413 2 313 3 613 2 4 ;4 2 4:3 3 616 2 4!4413 2 ' 48.000 53.125 PSF 4 f • :u ,j. �. < . n A*T LL 'ra PSF8i1� A4� ,:', e. d Pa��' _ _ 2 2 2 " 2;21;33'32.2' 2 r� 2 2 , 3 3 2 3 1,k 1 2 . 3: 3 5' 2 314 3-2 2 313 .. 3 5 4 43! 4 515 2 3 414 2 4 3 616 4;4 3;3 6;86.44'37`854 413 g . 2 313 7 2 3 4:4 2 2 3:3 4 4 7:7 2 3 5 2 2 414 4 4 7:7 2 3 515 2 -. 2 414 >c�: - '24t 1/!7187 �ri'11=Y�.rf• G NiS! • _ ::IL: RAIL • • .. • • • • ••• ▪ •. • • • .• • • • • • • • • • • • • • • • • • .•• • • • • • • • • • . • • _ • ••• ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP WINDOWS WINDOW HEIGHT ONO T o OMNIN WOVE NOKOW8, FL 24276 P.O. BOX 1629 NOI(G188, FL 84'O4 YLr(bfp Beam TABLE 4. ANCHORAGE, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT NTS el u 70 la.erom 4085 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (015) 4 - 6118° ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. ®3" MINIMUM O.C. SPACING. HEAD - 181/2" MAX. FROM CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS AS 1/8" MAX. ABOVE MEETING RAIL 6" MAX. BELOW MEETING RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: HEAD JAMB ABOVE MTG. RAIL 2 3 2 JAMB BELOW 1 MTG. RAIL 0 - 4 2 PKODIJOT IKEVSSIED es lanai mass Assepbama i.• Robert L. Clerk, P.E. PE 038112 Structural • • ••• • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM WINDOW HEIGHT MINUS SASH HEIGHT 111ee1111ee11e11e SUBSTRATE: ANCHOR TYPE: WINDOW GLASS WIDTH TYPE PS 19.125 PSF 37.000 A PSF 40.000 A PSF 44.000 A P8 48.000 A PS 63.128 17.172 22.172 WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. WO TECHNOLOGY DRIVE NOKOMIS, PL 84276 P.O. EQX 1626 NOKOMIS, PL 84274 OCZ Wit* Better TABLE 6 ANCHORAGE NOTES: 1. ANCHOR TYPES: 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 4 - 5/18° ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP. AS3° MINIMUM O.C. SPACING. HEAD • 181/2° MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS a. 81/8" ABOVE MEETING RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 USE WITH THE TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 8/8" MIN. TO 38" MAX. 6.78° MAXIMUM WINDOW HEIGHT. 6. SHADED WINDOW SIZE BLOCKS OF THE ADJACENT TABLE ARE UMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. TABLE KEY: HEAD JAMB ABOVE MTG. RAIL ANCHORAGE, CUSTOM MEW ABOVE MTG. RAIL me ALUM. SINGLE HUNG WINDOW IMPACT (LM) aw Or* aOO ` NTS 8 or 10 } 4085-1 1 PRODUCT RCYEWED as coutplyg:g with du Florida Building Cod Accepts= N ANCHOR QUANTITIES BELOW MEETING RAIL JAM ASH HEIGHT TABLE e. ANCHORAGE NOTES.' 1. ANCHOR TYPES: 2 -114" ELCO SSA CRETE -FLEX 3 -#12 STEEL SCREWS (G6) • 4 - 6116' ELCO TAPCONS 2. ANCHOR LOCATIONS ARE BASED ON THE . FOLLOWING TESTED DIMENSIONS AT FULL DP. ®3' MINIMUM O.C. SPACING. JAMBS - B' MAX. BELOW MTG. RAIL 18" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. INSTALL IN MIAMI -DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. SHADED SASH SIZE BLOCKS WITH NA" IN THE ADJACENT TABLE MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION NOT AVAILABLE FOR THIS MAX. PSF. SUBSTRATE: SASH HEIGHT 12.778 1E776 18.776 V.778 • 30.778 31.108 . • a • • e N N �` ' p WINDOW MM. —_ -- . -. . - TABLE KEY: PRODUCT RENEWED as yi ti�6 We Florida Ruildiug Code Acceptance No ., : r .61 - a40 r,. r %_ • i By /!�_ _ ..ia.. 37.000 -BO -60 Division PRODUCT 9EVI880 ea empty** with ihe Meet BakibisCade • JAMS BELOW MTG. RAIL 2 H • 83.126 , APB+/ /117 Robert L. Cam, P.R. PE x39712 Structural I Rex I lip Oda NEW er r, Ifl�QRAQEAND DETAO ANCHORAGE 1O7O1EOHNOLOOYORIV@ NOROMIS,Fl.MTh P .O. BOX1629 NO!(Dyig, FL 3/474 ed Visibly hetsas ANCHORAGE, CUSTOM VIEW BELOW MTG. BELO MTG. RAIL ALUM. SINGLE HUNG WINDOW, IMPACT (LM) ap FK Pala 1118/06 REWEETAElBDUE AC17YCALM R IG anew F.K 1/17,87 Cale 7/20 8 CHANGE TO NOTE 2- ADD B'MIALO.C. CIt6r S I ar•md•s SHaao eaw NTS arm 0 s 10 wro R" 4085 as r • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• 4 N. 3.5 ksl CONCRETE 1+--2" MIN. OPTIONAL 1x WOOD BUCK (SEE NOTE 3) W :T i1 11 %en j „ . 1111114 •linnii.inlwit 4 t 9/32° REF. 1/4" MAX. 51118" Z— 8 SHIM 11/18" REF. 1 1 DETAIL A DETAIL C CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BOCK • (SEE NQTE:6) i i • • • •• 4 • • • • ±• 13/4" • • 1/4" MAX SHIM 13/4' MIN., 3.6 Ickl CONCRETE OR 11/4" MINAS ksI CMU CONCRETE ANCHOR. FH BELOW MEETING RAIL 3" MIN. SPACING (SEE NOTE 1) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) WWI REF. TYPICAL JAMB ANCHORAGE INTERIQR (JAMS DETAILS C & D) EXTERIOR • • ••• • • - • DETAIL B TYPICAL HEAD ANCHORAGE EXTERIOR INTERIOR[ (H & SILL DETAILS A, B, E & F)® 1/4' SHIM MIN. 8/18" rREF. 016e1M4CHOR • * **PIE • • • • • • MOOD) • • • ••• • 2x WOOD BUCK (SEE NOTE 3) DETAIL D • •. •• 1• • • • • • ••• •• 1/4" MAX SHIM NOTES: 1. FOR CONCRETE/MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE • COUNTY APPROVED 8/18" OR 1/4" S84 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR • • •TO CONCRETE/MASONRY EDGE 13 2 ". 13/4° MIN. EMBEDMENT. 4 FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR • 1/4' SS4 CRETE -FLEX. WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T6 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND CONCRETE ANCHORAGE SPACING FOR 6/18" TAPCONS MAY BE USED. 6. ANCHORS ARE NOT REQUIRED AT THE SILL 8. FLAT BEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 2x BUCK OPTIONAL SUBSTRATE (SEE NOTE 3) Ix BUCK OPTIONAL SUBSTRATE (SEE NOTE 3) ANCHORS NOT REQUIRED AT SILL 1/4° MAX: SHIM ANCHORS NOT REQUIRED AT SILL 1/4" MAX. SHIM DETAIL E DETAIL F PRODUCT REVtxD • asid®We MOOR Aemptzona eqtagea • CCa�dee FJG m ar F.K FJC rase en' F.K are Roviltlat 0 11/808 1/11707 4124AL2 REDR$WN, UFGRADE ANCHORAOE NOTES. ANJOU DETAILS ESP. ADD MN. EWE OI;4T.8 REM NOTE 1 CLARB rywrERlORANO®CM10110ETALDE8(( TION Ovit 1O7DTEONNOL xOV DRIVE NORMS, PL 84870 P.O. BDX 1649 NORMS, FL 84274 . lEIGT Visibly Barter ANCHORAGE DETAILS 1 ALUM. SINGLE HUNG WINDOW, IMPACT (LM) a aies•r ads rase Daft" a. se800 ' Haif 10 s 10 40054 1 1 berg deck, P.R. PE A39712 SbuRral COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, Iii. 34275 SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The doctunentation 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 Komi Dade County and other areas where allowed by the Authority Having J (AH1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mani. Dade Cry) and/or the Affi (in areas other than Miami Dade County) reserve the right to have this product or material tested fur quality assurance porposes. If this product or material fails to perform in the accepted manner, the mangy will incur the expense of such testing and the AIR may immediately revoke, modify, or suspend the use of such prohbct or material within their' ctia . BORA reserves the right to revoke this acceptance, if it is determined by lam -Dade County Product Control Division that this product or material fails to meet the reqtdrements of the applicable building code. This product is approved as described ham, and has been designed to comply y with the Florida Building Cale, incluuimg the High Velocity Hurricane Zone. DESCRIPTYON: Series "HR-710" Aluminunn Horizontal RoHer window — L.M.L APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Arun Horizontal Roller Window, Jam', sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision `C' dated 0411512007, prepared by POT • )871istries, bc.,Aitted 08/1&2007, signed and sealed by Robert L. Clark, P.L., be, g the Muni-Dade • C,qu}pty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the • A —Dada County Product Control Division. MissiLE IMPAV'T RATING: Large ale and Small Musk Impact Resistant .hitlICLINIClita unit shall bear a pmt label with the name or logo, city, state and fglloying s "Miami-Dade County Product C.ontrol Approved ", unless otherwise notal herein. • RektvvibeNils NOA shall be considined after a renewal application has been filed and there has been ne change fit tird*plicable building code negatively affecting the performance of this pct. • 1TA c of this NOA will occur after the expha ion date or if there has been a revision or change i t n u4,, and/or manufacture of the product or process. Misuse of this NOA as an ant Ntrat 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 motion and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wards Mani-Dade County, Florida, and • followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributers and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 064405.06 and c of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUR DING 149 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOA No 0715.09 Esp5ration Date: Deer 21, 2011 Approval Date: Jerry 03, Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127 -14, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C' dated 04115/2007, prepared by PGT Industries, Inc., dated 08/10107, signed and sealed by Robert L Clark, P.E. B. TESTS L Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram ofXOXaluminw n horizontal sliding window, prepared by Fenestration Testing ivory, Inc., Test Report No. FTL-5330, dated 07118/2007, signed and sealed by Carlos S. Rionda, P.E. 2.. Test reports on 1) Air Infiltration Tea, pear FSC, 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 Mlle Impact Tea per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with -up drawings and installation cllagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YTL -4558, dated 03/0812006, sigma and sealed by Edmundo ... . tirraesPada, P.E. . . •.. • • .*(Stinsitted under NOA# 06 0405.06) '....' 3. : Test reports on: 1) Air Infiltration Test, per FSC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • • • • • • • • 3) Water R Test, per FBC, TAS 20294 .... 4) Impact pe • 4 Missile Test FBC, TAS 201-94 • • • '. • '.: • ....' 5) Cyclic Wand Pyre Loading per FBC, TAS 203-94 . . • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 . • • •: • • • • • ;Meng with marked -up drawings and installation diagram of XOX al�mninwm . • • • • : Jfdrizontal slitting window, by Fenestration Terming Laboratory, Inc., Test • • • • • • • Report No. FM-4859, dated 03 /0812006, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA.# 06- 0405.06) E -1 Manuel Product Control - :.. NOA No 07 x.09 Esplralion Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industrlm. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10126106, signed and sealed by Rat L. Clark, PE. Complies with ASTM E1300 -9S and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTJFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to El. DuPont DeNemours for `DuPont Butaclte PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Safiex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/2212003, expiring on 04/14/2008. F. STATEMENTS L Std letter of compliance, and no � it, dated 08J1012007, signed and sealed by Robert L Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/1817, signed and sealed by Carlos S. Rionda, 2. Laboratory compliance lets for Test Reports No.'s FTL- 4858 and FTL- 4859, • • • • by Fenestration Testing Laboratory, Inc. dated 03/08/2006, signed and sealed • • • . • • • • . by Bdmundo Largacspada, � P.E. • •••• • fSuhmi d ender NOA# 06-0405.af) • P ..••. OTHER. •• • • .1. • ; 'hip= of Acceptance No. 064405.09, issued to POT des, Inc. for their Series • •.: •.:tbm. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on • ..12121/2011. E Mamma lam, Product Control NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: Jemmy 03, 2003 45130 TO NO Visibly Better It LCitic,F.E FIE fi39712 Shetund • •• • • • • • • • •• • • • •• • • •' • • • •••• • • •••• • • •• • • • . .• • •• • • • • • •• • •••• • • • • • • • •••• • • •••• • •• • • • • • • • • • • • • • • • • • •• • • • • •• • • • �T. RI ENC S: 'ZEST REPORTS FTL -4858, FTL-4859 AND FTL-5330, EL.C:O TEXTRON NOk 04.0721011, 03-0225.05 ANSWAfPAND& -2003 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN STAN /AL t NERAI.. NOTES: HORIZON7"AL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1..GLAclNG OPTIONS: (SEE 11E TAILS ON SHEET 2) A. 8f18'LAMI CONSISTING OF UTES OF Ur ANNEALED GLASS W A.090 DUPONT BUTACITE OR MAXVJUM PV I3 IN 1" AY`ER. 8* LAM CONSISTING OF (1) UTE OF Ur ANNEALED GLASS AND (1) LITE OF 1r HEAT STRENGTHENED GLASS WITH A .090 DUPONT BIItACITE OR SAREMEEPSAFE MAXIMUM PVE INTERLAYER C.1 6118' LAMI CCNISISTING OF (2) UTES CF 118' HEAT STRENGTHENED GAS WITH API .090 DUPONT 9LJTA RTE OR MAXIMUM FHB INTERLAYER. D. 7/W LAMI CONSIST OF (2) UTES OF 3P18" ANNEALED mites wail AN :090 DUPONT BUTACITE OR SAFLEXIKEEPSME MAIM PVB INTERLAYER. `E. litr LA t:ONSIST iG OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF WW HEAT STRENGTHENED GLASS WITTI AN DUPONT amen E c L SAFLEXACEEPSAFE MAXIMUM PV8 9411311 AYER. -F: 7118 LAM CONSISTING OF (3) UM OF 318' HEAT STRENGTHENED NED GLASS WttH AN .090 DUPONT BUTACITE OR SAAiPLIDEREEPSAFE MAXIMUM PvE DYER. - . 13116' LAW 93: MUTE LITE OP 1A6" OR 3118' ANNEALED (MIN.) GLASS, 5/16' OR SMPAIR SPACE AND 5119" LAN CONSISTING OF (2) LITER OF 1/8' ANNEALED GIJASS W 4 A .090 DUPCOIT BUTACITE OR MA/MUM PVB INTERLAYER. 11. 13/16" LAM 1G: (1) UTE OF T/8' OR 3118" ANA (MPL) QAASS, 5/1 ' OR 3/8" ANY SPACE AND 8H6" LAIR CONSISTING OF (1) UTE OF 1/8" ANA GLASS AND (1) LITE OF 1/8' MAT STRINGTHENE3 GLASS WITH A .090 DUPONT BUTACITE OR SAPLEXIKEEPSAPE MAXIMUM PVB WEFtLAYER, 1.13116' LAM IG: (1) UTE OF 1/8* OR 3/16' ANNEALED (MIN.)CLASS; 5/111* OR 3W MR SPACE AND 5116' LAIC CONSISTING OF (2) UTES OF it HEATSTRENG"114ENED GI ASS WITH APi .01M DUPONT BUTACITE SAFLEX/KEEPSAFE MAXIMUM INS II4TERLAYER. J. 13/1$' LAM' 83: (1) UTE OP A" OR 3/19' ANNEALED (NAM.) GLASS, ear dR we AIRSPACE AND 7116' LAMI CONISISING OF (2) UTES OF 3110' ANNEALED GLASS W 4 AN .090 mow BUTACITE OR SAFIETUKEEPSAPE MAXIMUM P1A1 INTERLAYER. IC. 13/18' LAID X3: (1) UTE OF 1/ •OR 3/16" ANNEALED N.) GLASS, ', 3'116` OR 1/4' AIR SPACE AND 718" LAN CONSISTING OF (1) L19E C 3119' ANNEALED GLASS AND (1) LUTE OF 3/18* HEAT STRENGTHENED GLASS WITH AN .090 DUPONT DOTACTfE OR MPLEXIKEEPSAFE MAXIMUM PVB NN T AVER. L 13/16' LAND IG: (1) L1?E °F 1N' OR 3/16" ANNEALED (MIN.) GLASS, 3116` OR 1/4' AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3118" HEAT STRENGTHENED GI.ASS WITH AN .tom DID' EUTACITE OR warmeepsoe MAXIMUM MB INTERLAYER. 2. COWIGURATI NS: 9 , , JCOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASF ON TESTED PRESSURE AND GLASS TABLES ASI'M E 1300-02. B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAa3LES ASTM E 1300.02. 4. ANORAK: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED, 8. F MAE AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WTTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, cA*FIENVIMPONCII4Mr TIE HIGH VELOCITY HURRICANE =ME (HVIC). .,•:: : .. • -. .- .. I •.•. • i • • NOA DRAWING MAP SHEET GENERAL i 1 O f ES. / /MM».. 1 GLAZING DETAILS...—. 2 DESIGN PRESSURES....... 3 »AT .:........... 4 VERT. SECTRONS..._........ 5 HORIL PA NTS L T...._............._ 6 IMMUSION S... ................. 7 CORNER L TAUL_...._......5 A 01- Idles .................... 8-11 co m Dais Fx z_, T mem. aft AK. 117117108 f FC X1a88 F.K. 2418/08 Rikftibme A J.J. 1+ro CHANGE Tr8 afar law NOM. GLASS EnE 1ir ANNEALED OR PEAT STRENGTHENED GLASS .090 SOUJT)A OR DUPONT PS INTERIAYER 1/8" ANNEALED OR FEAT STRENGTHENED GLASS 5116" LAMIIIATED Gtr m 88,87,58,69,70,71 1/T NOM. GLASS SITE ilea � »4NEALED OR HEAT STRENGTHENED GLASS �41IA OR DUPONT P OY,ERLAiER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5118" LAMINATED B/18"OR31S" AIR SPACE 1M" OR 3/16" ANAL (MIN) GLASS 13/16" NOM. 13/18" LAN 1G GLASS W15/16" LAMA NO CHANGE 77118 SHEET 11013 AIR SPACE D1M. 70 LAM 10 DETALB I D m m 1070 TECHNOLOGY DRIVE f4O14235118, PI. 34275 P.O. SOX 1828 NOKOwS FL 34274 m 1 (72,73,74,76,76, 3 /16` ANNEALED OR HEAT GLASS .090 SOLUTIA OR DUPONT P10 INTERLAYER 3/18" ANA OR HEAT STREN£3THENEO GLASS 7110' LAMINATED 3116"OR114 " AIR SPACE 1/8" « 3/18" ANNEALED (MIN.) GLASS • 13/16" NOM. • 13/16" LAM, 1G GLASS ; W1 7/18" LAM1I 3116" MINEALED OR HEAT ST tGT NED GLASS .090 stuff% OR DUPONT PVEINTERLAYER 3/10 ANNEALED OR HEAT S1R NGT HENL D CLASS T/16 LAMINATED 7116" LAMINATE GLASS Visibly Better GLAZIM DETAILS 1/2" NOM. LASS BLYE 1/2' AFL GLASS SITE ALLI f. HORIZONTAL ROLLER WINDOW IMPACT sannumet tv0 Ftd1 I a 11 412740 a EXTERIOR INIERIOR[ (AU. SECTIONS) Rev Paotn,CrREVS= en complying with die Florida *Odin Code �Oats '1 ay L. k, P.E. PE 039712 Structural TABLE 1. XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN VitelDOWS WI SAME DLO ARE 1" SMALLER) WINDOW MOW 36 +60.0 40.0 38 3/8" +60.0 40.0 80518" +60.0 -60.0 Lp1o 119� TO$T1W D, F, TO 8$ Ttir GLASS PE A,B,G AM,G,H A,B,G,H +75.0 +75.0 +75.0 -75,0 -75.0 -75,0 +75.0 +75.0 +75.0 3.0 +80.0 +75.0 +75.0 -75.0 -75.0 -75.0 +75.0 +75.0 -75.0 -75.0 -75.0 +75.0 +74.2 .74.2 +51.7 -75.0 Robert L cis, P.E. PE MTU2 Structural • •• • • • • • • • • •• • •• . • • • • • • . ..• • • • • • • • • • • • .• .• • • • • • • • •• • • • •• • •••• • • • • • • • • • • .• • • • • • •••• • • • • • •• • • •. • • • • .• • • • • • •• • GLASS TYPES: TEST REPORT FTL-4858 Qom, FTL -4858 (OX & Xs) AND FTL -5330 1 G. 13/16" LAMI IG -118" OR 3/16"A, 5/18" OR 318" AIR SPACE, 71116" [,.ANTI - (1/8"A, .090,1/8"A) H. 13116" LAMI lG -1/8" OR 3/16"A, 6/16" OR 3/8" AIR SPACE, 5/18" LAMI - (1/8 "A, .090,1 /8"HS) L 13/16" LAMI IG -1/8" OR 3116"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/" HS, .090,1/8"HS) J. 13!16" LAMI fG -1!8" OR 3/16"A, 3/16" OR 114" SPACE, 7/18" LAMI - (3/16 "A, .090, 3/16"A) K. 13/16" LAMI 1G -1/8" OR 3/18"A, 3/18" OR 1/4" SPACE, 7/18" I AMI - (3/16"A, .090, 3/16118) L 13116" LAMI IG -1/8" OR 3118"A, 3N 1 OR 1/4" SPACE, 7/18" LAM - (3116"HS, .090, 3/18"1 8 A. 5/16" LANAI- OM" A, .090,118" A) 8.5/16" LANAI - (11$" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7118" LAMI - (3/16" A, .090, 3/16" A) E. 7/18" LAVA - (3/18" A, .09), 3/18" HS) F. men LAMI - (3116" 116, .091, 3/16" HS) • • • • • • • • • .. • • • • • • • • • • • • • • •••• • • .. • • • ••• • .. • • • • • .. • •••• • • • .. • • • • ••• • • .. • • • • • • • • • • •••• • • ••• • • • .. • • • • • 110" WM WIDTH I.F. FRAME 111° MAX. WIDTH RANGE FRAM 33 9/16" DLO FIXED 54 5115' MAX. DLO R XED 33 9115' MAX. DLO VENT c, T$" MAX. WIDTH LF. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A OX OR XO 63" tilLeiX. FRAME ALL CONFIG. MAX. L1 PLO ALL VENTS 52" MAX. I.F. FRAME ALL CONFIG. DETAIL C - XQX (113- 1!3 -1l3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND fit. VIEW D-D A (FRAME CORNER CONSTRUCTION) r•.; -ter:. • • • • • • • • . � • • • • ... • ... • .. • • • .... • • • • •••• • • • • • • • .... .. • • • ••• • •• • •••• • .. . • • •• •..• • • .... • . . .. • • .. • • • • • • • • •••• MAX. WIGHT RANGE FRAME INTERIOR EXTERIOR EXTERIOR INTERIOR mat bW ---.-I 1070 TECHNOLoGY ORIVE NOKOMIS, F134276 P.O. 1529 Ht8, FL 34274 1-•6--- MAX. FIXED DLO —404 MAX III FRAME) SECTION B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. MTN (LF. FRAit1 ) EXTERIOR SECTION A t (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) INTERIOR EXTERIOR SECTION C-C A SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) it, (VERTICAL SECTION, l.F. FRAME), ADD WPEIRAj.RV MAW ITE MS41 42 MO 43 AND MM. SE & S -. Icy INTERIOR ALUM. HORIZONTAL ROLLER WINDOW, IMPACT MAX. VENT OW as esa:. ia, wall the Florida tr Codst t►c,,,tipee rat► -“,eta Robert L ctk, P.E. PE 469712 Studios! i1 DWG# it 1rALROLLER SASH T(31 i v X .625 1 PL MS SA;SII SIDE RAH, WSTP X.270EA FIN SEAL 6063 -T6 AL M ALENT B GAZING BEAD - 5/16" W/t ILL A IG EAD -7/16" CH IUD - 7/16" W /(R11.L .KIT 6663 -T5 AL 6063 -T5 AL 6063-T5 AL 6063 -T5 AL 6063 -T5 AL 616E 670XIK 6439 64140 5116" LAMI (1/8" A, .090 PVS, 1/8" A) 5/16" LAMI c1/8" A, .090 NB, HS) 5116"LAM1 118" HS, .090 PVB, 1/8" H 4141 NI X 3/4 PH,'. PA?4 BEAD SASH S1C4'COVE1t ' ° SH r, FRS SR L, SRLADA 6063-T6 AL 6063 -T5 AL PIANCEPPAME JA 3 CASKIZFIXt WINF AMBSILLMINT SWIEP IA 1 '7111 111 Li' GAP LP. FRAME 1WAD i , FRAME SILL 6063 -T6 At 6063-T6AL 6063 -T5 AL 6063 =T6 AL 0163 -T6AL 74G" L OR It 1014 = al 1„r 13/16" I AMI 01/8"A 3/8" AIR SPACE, 5/16" LAMI 13/16" LAMI I1 1/8"A, IV AIRSPACE, 5/16" IAM1(1/8w35, .49O WA 1/8" 13/16" MW PC 3/16"A, 5116" AIR SPACE, 6" 14M1 118"A, .tit) PVB, 118"A 13/16" LAW 1O 3/16 5/16" MR SPACE, Mr JAM uns, 0PV 1/8" ). 13/1+b" LAM 1f8"A,1f4" A1R,SPAOE 7fw Lt 11 r,16" - :`' 3/16"A 13/l ' LAM! G1/S" . 1/4" AIRSPACE, 7/16" LAMI 3f16"114 3/16"IB) 13/16" LOG 3/16"A, 3/16" A1R. SPACE, 7/16" LAMI 3/16 "A NO P , 3116"A 13116' IAAdi 3.3116"A, afie AIR SPACE, 71W IAMI W1 ", .4#90 P , 3/16"RS) 13/ 6" LAW IG.3/16" 3116" AM ACE, 7/16" 1AM1 311 ' . .1190PVB, 3/16" & 1v- SPLINE- .135 DIA, HARM 3105-1114 AL 7/16" LAME (3(16" A, .090 PV 3/16" A) 7116" LAMI (3/16"A.090 MI 3116" HS) 7/16" LAM1(3/16" IBS, .090PV13, 3/16" HS) , ' A43 1.F. FRAME Ida as #4139. 0003-T8 _?147/' - • • • • • • • •• • • •• • • • • • • • • • • •• • • •••• • • •• • • • •• • •• • • • • • •• • •• • • • •• • •••• • • • • •• • • • • • • • • • • •• • • • • •••• • • •• •• • • •• •. • • • teems nog - FK _1 wiser* 710- ■ LAND E FRAME HEAD #4102A, 8083 -T6 1 1 SASH STOP #4025, i-T5 SASH TOP lli BOTTOM RAIL #4133,6063 -T5 .050 GLAZING BEAD, 5116" #40448, 6063 -75 (USED W/ GRILL KIT) {- • ---- -- --2710 •, I FLANGE FRAME SILL #4138, 60 -'i8 HORIZ. ROLLER TRACK #4131, 606346 . 4 .us1 E' $A$H MTG. RAIL #40060, $083HS T6 —.050 FL 1.096 1.1 GLAZING BEAD 7116" #4222A, 6063 -T5 0 NO OPPINGE n.08 SWOT NO CHANGE THIS SHEET 1070 TECHNOLOGY OH NE Wixom, FL 34278 P.0 BOX 1928 NOKOMIS, FL 34274 1291•- SASH SIDE RAIL #4126, 8063 -T5 _ 1.115 1 . ►i I GLAZING BEAD, 7118" #085C,6163-75 (USE0 WF GRILL KIT) 1.187 t--- FRAME SILL ADAPTER #4137,1.76 FIXED MEETWG RAC.. #40548, -T6 r—.0 j FL AM GLAZING , 5/16" #40, 6063-T5 .683 .0110 ` 1 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 XTR1, ICND' arr ALUM. HORIZONTAL ROLLER WINDOW,, IMPACT tam I Hard 7 d 11 1 4127.10 1 C .fit o .738 SASH STOP COVER #4053, PRODUCT REVISED ft =eying Codd Accuphtrese Na i01) 1 rAig Raba L Clads, P.E. PE033712 SIlaaluref • •• • • • • • • •• • • • • •• • • • .• • •••• • • •••• • • •• • • • • • •• • • • • • •• • • • • • •• • •••• • • •••• • •• • • • • • • • • • • •• 00 • • •••• • • •••• • • •• • • • • • $ CON0 1, GONG 2,3, WOOD 2, cONC 1, LYING HEAD & 4fil g HEAD & all g HEAD & SILL 2 1+02 +1402+1 2 1+02+1+02+1 2 1+02+140+1 3 1 +02+1+►2+1 3 1+02+1+01 3 +1 +02+1 3. 1402+1 +02+1 3 1+02+2+02 +1 3 1+02+2+C2+1 3 1 +02+1+02+1 3 1+02+2+0+1 3 142+2+02+1 3 1+02+1+0241 3 1+02+2+02 +1' 3 1++02 +2+02+1 31+02+1402+1 3 1+02+2402+ 13 3 1+02+1+02 +1 3 1+03+2+03+1 3 1+03+2+03+1 2 1 +02+2+02 +1 2 1+02+2+02+1 2 1+2+02+1 3 1+02+2+02+1 1 3 1+02 +2+0,2 +1 3'444:24-2+024-1 3 1+02+2+02+1 3 1+024-2+02+1 3 14-024-2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+0241 3 1+02+2+02+1 3 1+034-2+03+1 3 1+03+2+03+1 31+02+2+02+1 3 1+202+03+1' 3 - 1 +03+2+03+1 2 1+02+2+02 +1 2 1+02+3+02+1 2 1+02+3+02 +1 +03 3 1+02+2 +02+1 3 1+03+3+1 3 1 +0:3+3+0301 3 1+02 +2+02+1 3 1+03+3403+1 3 1+031-3+03+1 3 1402+2+021+02+3+00 +1 3 1+03+3+03 +1 3 3 1+0;2 +2+02+1 3 1 +04+3+04+1 3 1 +C4+3 +04+1 3 1+02 +2+02+1 3 1+04+3+04+1 3 1+4+3+04+1 2 1+02+2+02+1 2 1+0+3+02+1 2 1+2+3+02 +1 3 1+02+2 +02+1 3 1+00+3+0201 3 1+03+3+03+1 3 1+02+2+0 p 1 3 1 +}3+C3+1 3 1 +03+3+02+1 3 1+02+2+C2+1 3 1 +03+3+03+1 3'1403+3+03+1 3 1+02+2+02+1 3 1 +04+340401 3 1+04+3+04+1 3 1+02+2 +02+1 3 1+0443+04+1 3 1+01+3+003+1 4115/07 0 111 TA1 TAKE 4, SEI.ECTVALUES 1 TOARICNCR CAP. ADJ. 10/1711 8 REVISE A SEAGEFORMAT, HEAD 8 SILL ctt/3TEiI$ L"l1MB A ADD SPACE ONENSIONS GLASS TYPES G THRLI L. 3 7 1 J.J. GLASS TYPES D,E,F,,LK 3 1+02+2+02+1 2402+1 3 1+2103+1 3 1+02+2+42+1 3 1+03+2+03+1 3+1 t 2 1+02+2+42+1 2 +1 3 1+02+2402+1 3 1+03+3403+1 3 3 2 3 4 HEAD & SLL HEAD & SLL a 2,1+02+1+02+1 2 1+02+1+02+1 2 3' 1+q2+1+02+1 1+02 +1+02 +1 3 31+0241+02 +1 3 1+02+1+02+1 3 0+1. 3 1+1+ 3 3 1 3 1+02 +1 3 1+02+1+00+1 3 3 1+C12+1+0241 +0�i 1 3 1+0 +1+1 3 2 1+02+1+02+1 2 1+02+2+02+1 2 3 3 1+02+2+02+1 3 3 1+02+1 +022+1 3 1+02+2+042+1 3 3 1+02+1+02+1, 3 1+02+2+02+1 3 3 1402+1+02+1 3 1+214-2+03+1 3 3 1+02+14-02+1 3 1+03+2+03+1 3 2 1+02+2+02+1 2 14-(242402+1 1 2 31+42+ 131++000+2+02413 3 :14 02 +2 402+ 1314-02+2+02+1 31 31+02+2+ 1 3 1+02+2+03+1 3 31402+2+02413.1+03+344:3+1 3 3 1+02 +2+021 -1 3 1+04+3+04+1 3 3 1+02+2 +02+1 3 14-044-3404+1 3 3 1+02+2+02+1 3 1+04+34-04+1 3 2 1 +02 +3+02+1 2 14432+4+02+1 2 3 1 +02+3402 +1 3 1+0344+03+1 3 1+03+3+03+1 3 1 +03+4 +03+1 3 1+03+3+01+1 3 1+04+4 +04+1 4 1 +03+3+03+1 3 1+04 +4+04+1 4 1+04+3+C4+1 3 1+05+4 +05+1 3 1+02+3+02+1 2 1+02+4+02+1 3 1+02+3+02+1 3 14-03+4423+1 3 1+03+3+03+1 3 1+03+4+03+1 3 1+103+3+C M+1 3 1 +04+4+04 +1 4 1 +03+3+03+1 3 1 +04+01+04+1 4 1+04+3+04 +1 3 1+C5+4+05+1 3 3 3 3 3 2 3 3 3 3 4 sokaaoda HR710 PITS 1 8 d 1 1 f tier AA1Cr CIUM fES, XOX. (1/4412 WINDOWS TABLE 4 MOOR TYPE) & 811�4TE MEM 81 53.125x 38.375 4&000 50.625 64.000 001.000 1 00.006)c 3&3:7'5 43.D43.0431 50.E 340.00 80.000 613.0 74.0103x 38.375 +x.00(1 84.000 MOM MOM 83.000 64.00 35376 0.000 50 64 60.2)0 83.000 123.37843&375 48.000 30.825 54.000 60.000 63.000 111.000 38,378 48.000 8ao25 54:000 00.000 03.000 2,3, WOOD HEAD & SILL 1+02+1+02+1 1+02+1 +02+1 1402 +1+0241 3 1+02+1+01 3 1+i 1+02+1 3'1+021+1+02+1 1+02+1+02+1 331+02+1+02+1 31+ 4-1+02+1 91+02+1+02+1 1+02+141201 3 1+0201+02+1 3 1+02+1402+1 3 1+02+1+02 +1 1+02+1+C2+1 8 1+02+1+02+1 3 1 +0241+0241 3'1+02+1+02+1 1+02+1+02+1 2 1+02+1+02 +1 2 1+02+1402+1 2 '402+1+02+1 1+02+1+02+1 3 1 +02+1+02 +1 3,1+02+1402+1 3 1+02+1402+1 1+02+1+02+1 3 1+02+1 +02+1 3 1+024141i2+1 3 14-(2+1+02+1 3 1+0241+02+1 3 1402+1+02+1 3 1+0201+0241 1402+1+02+1 3 1402+1+02+1 1+ 1+02+1 3 - 1+64.. +0'2+1+02+1 0 1+02+1+0201 3 1+02+1+1 3 1+02+140241 3 1+02+1+02+1 1+02+2+02+1 2 1+02-1+C2+12 1+t 41 2 1 +02+2+02+1 1+02+2+0241 +1 14-0242+02+1 1+02+2+02+1 1+02+2+02+1 +1 1+02+2+02+1 1+00+2+02+1. 1+0142402+1 14.02+4+02+ 1 1+02+2+02+ 1 1 +02+2+02+ 1 1+02+2+02+1 1 +02+2+02+1 1+02+3+02+1 1+02+3+02+1 1 1+03+3+03+1 1 +03+3+03+1 1+02+3+02+1 1 +02+3+02+1 1+0243+02++1 1+03+3+03+1 1443+340341 +# 1+03+3+03+1 GLASS ASS TYPES A,13,C,G,41,1 HOMMEL FL 34275 P O Box 1529 IlolcoM$. TL 33274 VLvIMy better NOTES: 1. ANCHOR TYPES: 1- 114 E1C0 A • NS 2 -114' ELOO SW CRETE -FLEX 3 • 8:12 SSTEEL STEEL SCREWS (G5 2. GLASS TYPES: A. sries LAU - 0138' Ap090,1I8" A) En67 L! - (1g A,.0110,118' HS) C. ' LA • (W HS,.000,11'B" HS) D. T118 LAS - (3116' A,.(230, 3016' A) E. 2118! LAW - 3 A3.0110, 3/16 " HS) f. 2116 LAMI • (3116 31W HS) G. 13113" LA !II fG - 138" OR 3111" A, 5116' OR air sPicE, 3118" LAM - (1/IrA,BSO, lir A) H. 1311.0*Lfs&& 10 a lir OR MO" O" A, 6118' OR 3 " SPAS, 5116' LAM . (V" A t3I3' HS) 1. 13118' LALAM G a 148' OR 3118" A, 5/16 OR 341' SPACE, 8318' LAM - (118' HS,90, W 148) J. 13/10' LAU 10 -118' OR 31* At, 3418' OR 114" 1118' LAMI (3118' ' A,.080, 311 A) 1C 13/10" LAMI /0 -113' OR 3P188' A, 3118' OR 114' SPAS 7f101' LAM - {3118° A,.000, 3118' i L 13118" LAMI 104 -111 OR VW A, 3118' OR 14' SPACE 7118 LA -03/18' F s .0ao. 3ne HS) 3. WINDOW ANCHINt QUANTITIES ARE PM 1 DJAL NTTABLE AND BASED ON R E F0LL NG LIONS. FOR S12ES NOT SHOWN. GO TO text LARGER WINDOW IN TAME HEAD & SILL: 10 C MAX. N 1 SIDE OF WONG RAft. CENTENE RL . 25 314" MAX FROM Gam. JAMBS: S' MAX FROM CORNERS AND 22142' MAX O.G. TABLE KEY; X : t--- -1 0" REF. I X 53(4° 0'108x. — I-4—r MIN. tl AANCHOR 1TY PER JAMB HEAD AND SILL ANCHOR 01.1ANTflY. A CL1 STER OF (3) ANOHORS CENTERED AT EACH MEETING R L PLLiS (1) ANCHOR AT EACH OPERABLE VENT Pw8 (4) ANCHORS AT FIXED SECTION. SECTION. (12) ANCHORS TOTAL. AT HEAD AND SILL (3" WAN. 0.C. ANCHOR SPACING) --1— E it ---1-- 0 1 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF_(3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 314" MAX f +-3" " T 142" TYP r--1 —+414-1 If I 4---1 9" REF. t X Q X MTG. RAIL TV. EXAMPt.E CLUSTER W/ QTY. OF (4) ANCHORS ANCI 7RAGE SPACING, XOX (1/4-112-114) ALUM.; HORIZONTAL ROLLER WINDO W, IMPACT pULhtlXT' EVE cs rg°!;r,a4 whit ills Nokia Robert L t3mit P.E. PE #313712 Skuctseal • •. • • • • •• • • • •• 0 • • ••• • •• • • • • • •• • •• • • • •• • • • • •••• • •• • • • • • • • • • • • • • • • • •••• • • • • .. • • • • • ANCHOR t * XOX 144I3 -1/3 MASS 1(PES A,B,G,H WOOD 3, C OMG 1, CONC Nam Ivo& & 5UBTTRATE WINDOW MI V 4 . 48.000 x 3&375 48.000 84.000 113.900 83.125 x3&316 d&000 601126 SLOW 210109 03.000 48. 50.625 84.01010 keno A* 85.437 x 34375 48.000 E10.625 54.000 6 .000 2043.2322 F.l6 RAWW PVC mossy: tN•a„8,c FJC ZONES HEAD & SAL HEAD & S&L OWS ZONES HEAD & SILL .1+241 +2+1 2 1 +02 +1422+1 2 1 +2+1 +02 +1 1+02+1+020 3 1+02+1+02+1 3 1402+142+1 1+2+1+2.1 3 142 +141 +1 3 1+0+14241 1+2 +142+1 3 1+2+1 +02+1 3142+14241 1402042+1 3 1 +1 +1 3 1+02+1+1 142 +1 +020 3 1+ *1+0,2+1 3 1+02+142+1 1 +2+140241 2 1+0+142 +1 2 142+142+1 3.1 ! 1+02+142+1 3 1 42+1+02+1 3 1+03+1+2+1 c Ir Iftittoorr B A Hr J.J. 1 d 2 3 3 3 3 2 1+02+1420 3 1+02+142 +1 3 1 +012+1+02 +1 3 1+02 +1 +02+1 3 1+02 +1+02 +1 3 1 +02+1+02 +1 3 1+02+1 +2+1 3 1+0241++02+1 3 1 +2+1+3+1 3 1+22 +1+0241 3 142 +1+02+1 3 1+12+1 41+1 3 1+03043+1 1 3 142 +1+02+1 3 1403+143+1 3 1+222 +1+02 +1 2 142 +1+02 +1 2 142 +1+02 +1 2 1+02+1420 1 3 1+2 +1+02 +1 3 1+ 2+1 +22+1 3 1 +C2 +1 +t2+1 3 1 +0+ 1+02+ 1 3 142+142+1 3 142 +1 +02+1 3 1402 +1402+1 3 1 +04+1 +03+1 3' 1402 +1402+1 3 1+02+1402+1 3 1 +43+1+03+1 3 1403+1+01+1 311+2:2+1+02 +1 3 1+03+141+1 3 2,3, WOOD NES HEAD & SILL HEAD & SILL 1+124 1+02+142 +1 1 1+02+1+02+1 1+2124142+1 3 1+2+14441 3 1+02+14C24.1 3 9+22 +1+02+1 3 142+142+1 3 1420+020 1+02 +1402+1 3 1+02+142+1 3 1402+142+1 3,142+142+1 3 142+1+1+1 1 +1402 +i 3 142+1420 2 142042+1 3 144Z444241 3 1+ 4142+1 1+2+1442+1 3 142+14,2+1 3 1402+14241 3 14021+01+1 3 1+02+1+2 +1 1+241+1 3 1402 +142+1 3 1 +1 3 1+02+1+020 3 1+2+1 42+1 00.000x 33.3? 142+141 2 1+02+1 42+1 2 1+02+1420 2 1+2+1 +t2412 142+1+020 +18.000 1420.02+1 2+1 3.1402+142+1 3 1+2+1+0241 1+2+1+02 +1 3 1 1+ 2 +1 i10_62S 1+2+1+2+1 3 1424142+1 3.1420+02+1 3 142042 .1 3 1+0241 +12+1 64.O , 1+22+1+02+1 3 1+241402+1 3 1+02+1+02 +1 3 1+02042 1 3 1+0E+142+1 60.000 ` 1402+1+02+1 3.1++2 +1+02+1 3 142+1+01' 3 1+020+020 3 ' 1+2►1+C2+1 03.000,1420+C241 3 1*C2+14402+1 31 142+142+1 3 1+ ri +0341 3 142+142+1 66.000x311.375'1+020+0241 2 1+02++1+02+1 2 1402+1 +0241 2 14241+02+1 2 14 -141+1 46.000 1+020+021 3 142042 +1 3 1+020+02 +1 3 1+02+1.020 3 142+1+02+1 SCADS 14024142+1 3 1402 +1402 +1° 3. 1+2;2 +1+020 3 1+02+1+0221 3 1+t +1 +02+1 54.10 ' 3 142+1+02+1 3 1+02 +1 +020 3 1+0241+02 +1 3 1+02 +1+02 +1 80.000 ' 1422142+1 3 1+02 +142+1 3 142+1+02+1 3 1+0104141 3 1+2+1420 3 1+23141 14.003x35378 ' 1+22 +1+2 +1 2 1 42 +1+02 +1 2 1+02+1+02+1 2 1+02+1+02+1 45.000 ,1+02+1+241 3 1+02+1 +02+1 3 14.2+1+241 3 1+02+122 +1 3 00.025 1+02+1+02+1 3 1+02+1402+1 3 142+1 +24.1 3 1+02+1 +02 +1 3 1 +02 +1+02+1 84.000 . 1+02+0+2 +1 3 1+02+1+02+1 3 1 +02+1+02 +1 3 1+02 +1442 +1 3 1 +02+1 42 +1 salvo 1402 +142 +1 3 1+02+1+02 +1 3 1 +23+1+03+1 3 1 +03+1+08 +1 3 1 +02+1 42+1 8atit0 1+02+1 +02 +1 3 1+02 +1+02 +1 3 143+1 +03+1 3 1 +03+143+1 3 1 +02 042+1 84.0035.373 1402+1+42 +1 2 1+02+1+02+1 2 1+2+1+02 +1 2 1422+1+2+1 3 1+42 +1+02+1 1+02 +1 +22+1 1+02+1 +02+1 UPDATE TABLE 8, SELECT VALUES DUE TO ANCHOR CAP. 40J. REVISE ANCHORAGEPORMA,HEAW & SILL CLUSTERS AOC SPAgE OThorENSIONS GLASS TYPES G THAUL limo 1 1 ! TABLE 5 GLASS TYPES C,Q,E,F L 142+142+1 3 1+12+1 +t t1 142042+1 2 1+#42+1 +02+1 3 2 1 +03+1 +0341 3 1402 +1+02 +1 1 43+1403+1 4 - 1+3 +1 +03+1 1430430 4 4+03+1+03+1 1+02+1+02+1 3 1 +4241 +02 +1 1+02+1+02 +1 3 1+02+1+02+1 1+2+14241 3 1 +02+1+02 +1 1403+1 +0341 ' 3 1+02+1+02+1 1+3+1 +0341 4 1 +03+1 +03+1 1+03+1+03+1 4 1 +00+1+03+1 2. I C 1, ZONES 2 142 +1 +02+1 3 1+02 +1+02 +1 3 1+2 +1 +02+1 3 1+02 +1+02 +1 1+021442+1 1 +02+1+02+1 1+02+1 +2+1 1+02 +1+02 +1 3 1 +02 +1 3 1+02 +1+02 +1 10T0TeCHNOLOGY DRIVE NOSOMI9, FL 34275 P.O. 8QX 1529 NO+CM& FL 34274 HEAD & SILL 21+02+14202 3 1+2+1+2+1 3 3 1+02 +1402+1 3 3 1+02 +1+0.1 3 3 144+1+2+1 3 3 143+14+1 3 2 1402+1+012+1 2 3 142+1+2+1 3 3 142+14+1 3 3 142+1+02 +1 3 31403+1+0341 3 3 1403+14030 , 3 31+02*14 +1 2 3 142 +1+2.1 3 3 1420420 3 3 143+120341 3 3 143+1 +03+1 3 31+03+143+1 3 2 1+02+1+02+1 2 3 1+02+1+02+1 3 3 14231+213+1 3 3 4+23+1 +030 3 3 143+1 +231 3 3 143 +1+03+1 3 2 1+02+142+1 2 3 1403+1 +c30 3 3 01;3+142+1 3 3 143+1 +03+1 3 3 1 +03+1+2+1 3 $ - 1 +03+1 +03+1 3 2 142 +1+2+1 2 3 1 +3+1 +03+1 3 1+03+1+03 +1 3 3 1+03 +1+03+1 3 3 1+03+1 +4341 3 31+41+04+1 4 2 1 42 +1 +02+1 2 3 143+1420 3 3 142+1+03+1 3 3 1 +03+1+03 +1' 3 3 1 +C4 +1 44 +1 4 31144+1+040 4 Hsi* &taw NOTES: 1. ANCHOR TYPES; 1 -114" 61.00 TAB 2 -114" ELCO 084 CRETE-FLEX 3 - 012 STEEL sewn (G5) 2. GLASS Tom: A. 5/16* LAMI - ('IIE" A..135t1, S. 5116 LAM -(1/8" A,.030,1A1' HS) C. 6i16" LAM - {1111" MS, fl /0,1 MS) D. 7/18" LAMI - (3116" AAA), 3113" A) E. 7116" LAMI -PUT AAA 3115" HSy F. 7173" LJ -(311r148,090, 3113' 143) G. 13116* LAMt 1G - 118' 3116' A. VW OR 31V SPACE, WW LAIRS A,.01E).1/6" A) H. 13116" LAIN 1G -110 OR 31 A, SW OR 313" SPACE, t" LAM - (1I'A, 90,110' HS) L 13110'':LA/Al Ur OR 3116" A, SPIV OR 31S" SPACE, 6/16* LAMI -(118" HS,.IIS0,1/0' HS) J. stir IAMI IG - 11& c 3/16' A, 3116" OR VC SPACE, mr LAM - Oftr AAA 3298` A►) X 13/16' LAMI 11; -UV OR 81* A, Mr OR IM" SPACE, 7110" LAIRS - (stir A„090, 3/19 L. 13116" LAM{ IG - 1ir OR 3116" A, 3(W OR 124" SPACE, 7/W LAMI -(3116' HS,A90, 3118" HS) 3. WINDOW C QUAN1 TIES Al 1E PLR ADJAMT TABLE AND BASED 011 TIE FOLLOWNG DIMENSION& FOR MOM SIMS NOT SHOWN, GO TO 1004T LARGER WINDOW 04 TAB. HEAD & SILL: 10UV MCH EACH SEE OF MEETING Rte. CENTERLINE 253' MAX FROM CORNERS JAMS& V MAX FRCNA CORNERS AND 22 112 MAX. 0.0. TABLE KEY: X 0 141403+11 3 1.40--ANCHOR QUANTITY PER JAMS 8' REF . 1 1 HI A@�1 A� A CLUSTER OF {3) ANCHORS CENTt OI4 1 MMHG RAIL PLUS {1) ANCHOR AT EACH OPERABLE VENT PUS {1) ANCHORS AT FIXED SECTION. (11) ANCHORS TOTAL AT HEAD MD SILL. {3g MIN. 0.0. ANCHM SPACHG) " I 25 3141' MAX --4 Ib i MTG. RAC, TYP. EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) - I 26 314% MAX. 7 1 112" TYP. 4� -�--3" 11AiN t t V REF. x O X _ r MTG. RAN., TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE $PACING, XOX JII3- 1134/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Serteitodet ser: t*ii* o. u,� ,pro , f a NTS S at 11 I 412740 I C Psi'3'.?lw P FIEVM D ea c nrii<in3 with :ha Florida $u31d' g Code To=rodi x> Robort L Mork, P.E. PE 039712 Strudural • •• •. • • •• •••• • • •••• • • .. • • • ••• • •• . • • • • • • • • • •• • ••• • • •••• • •• •. • • • • • • • • •• •• • • • • •••• • • •• • • • • GLASS TYPES A,B,G,H 2,3, WOOD 2, 00NO 1, C ONC GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CON0 t (ANC 1+02+1 1 +02 +1 1 +t+1 1+ +1 1+t'+ 1 1+C2+1 1 1 +12+1 1+x+1 1+G1 1+03+1 1+02+1 1+02+1 1+02+1 1+03+1 1+03+1 1+03+1 1+03+1 1+03+1 2+02 +2 2 +2 2+03+2 2+03 +2 2+03+2 1+03+1 2+02 +2 2 3 10 1+02 +1 1+c +1 11 11 11 u u u u Li IJ N 11 11 11 u 1 +C4 +1 LI 2+02 +2 2 +C+2 2+03+2 2+03+2 0 1=i121=11 El 1 +02 +1 2+02+2 1 +Cs+1 2 +C4 +2 1+02 +1 2 +03 +2 1+ +1 0 1 +02 +1 1+12 +1 1+02+1 1 +1 1+02+1 1+ 1 +1 1+02+1 1+02+1 1+02+1 1+02 +1 1+02+1 1+02+1 3 1+02+1 3 1+02 +1 3 1+02 +1 4 1+02 +1 1+02 +1 = 05 1+02 +1 1+02 +1 1+02+1 1+02 +1 1 +03+1 1 +03+1 1+02 +1 1+02+1 1+03+1 1 +03+1 1+03+1 1 +03+1 1 +02 +1 1+03+1 1+03+1 1 +C3+1 1+03+1 2+03+2 1 2 3 0S 1+02 +1 1+02 +1 1 +02 +1 1+02+1 1+02 +1 1+02+1 1+02 +1 1+02+1 1+02+1 1+02+1 1+03+1 1+03+1 1+02+1 1+02+1 1+02+1 1 +03+1 1+03+1 1+03+1 1+02+1 1+02 +1 1+x#+1 1+03 +1 1+03+1 2+03+2 2 +03+2 2+03+2 2 +03+2 2+02 +2 ZONES ILIE ii1LI 1+ LI 1 +C1 1++02+1 J • 1 +02+1 Q 1+03+1 u Li 1 +02+1 J 1+093+1 • 1+02 +1 131 1+02+1 u 111 +02+1u 2+1 J U U 1 +03+1 LI 1 +02+1 u 1+03 +1 u LI 1+02 +1 u 102 +1 1+034. H + 1 +02+111 +02+11 11 0 LI 1+02+1 1+-3+1 u 1 +f2+1 J 1 +03+1 u LI 1 +0N-1 Q=LI 1+02 +1 2+02 +2 1+02 +1 +-2 1+02+1 2+03+2 1+02 +1 2 +03+2 utzzalui 2 + 2-H +2 2+03+2 11 2 "x +2 Q 1+02+1 2 +C3*2 1 +03+1 2 +04+2 1+03+1 2+04 +2 KJ ILI 2+02+2 © 2+02+2 LI 1+03+1 2 +02+2 3 2+02 +2 4 1+03+1 1+02 +1 1 +02 +1 1 +02+1 1+03+1 2 3 AN OR QUANTmES X wiles ▪ 3 7.009 x 38.375 *COO 50.825 54. 80. 83.0 48.000 x 38.375 48.000 50.825 54.E MAO 13.125 x 38,31'5 48.000 50.825 54.000 80.000 83.000 80.080x 38.375 48.000 60.E 54.800 60.E 63.000 AMOR TYPE & StOSTRA'1i E 88.000 x 38.375 48.E 50.825 54.000 80.003 033.E 74.000x 38.375 48.000 60.825 54.000 8!.000 1 + : +1 1+02 +1 2 +C3+2 4 2+02+2 2+03+2 4 2+02 +2 3 2+03+2 4 2 +03+2 2+03+2 4 2 +03 +2 3 2+04 +2 4 2+03 +2 2+03+2 4 1+03 +1 3 2+04+2 4 2+03+2 2+03+2 4 1 & ax WINDOWS 3 2+0"3+2 4 2+03+2 C t 3' _ °' ` P70 SELECT VALW ANCIOR CAP. AA/ APIA RZfigfAt HEAD 6 SILL GA TABLE 4 2+02 +2 3 2+03 +2 4 4 2 +02 +2 3 2 +03+2 4 4 2 +02 3 2+04 +2 4 5 2+03+2 3 2+04+2 4 1+03 +1 3 2+04 +2 4 2 +04 +2 5 2+03+2 4 2+04 +2 5 ANC +e0sray. brourwer F.K frinos Wiles SPACE D1MENSIOAL9 70 O1/tSS TYPES 0THRUL. I 10701E0 cLaofi' DRIVE ND $, FL 24270 Fc.Sgx 7� NolcomMt. F1.34274 Visibly Better NOTES: 1. ANCHOR WPM: 1 - 114" ELGO TAPGONS 2 -114" ELC0 884 CRETE FLEX 3 - #12 STEEL SCPEWS (G5) 2. GLASS TYPES: A. 5II6' LAME- (Ur A..090. Ur A) 8. 5116° LAMI . (118' A,..090,115" HS) C. St18' LAM - (118`5,.+10,116' HS) D. 7116` LAME - (1r A. A F, 31W A) E. 71i8' LAM (3f16' A,090, 3118" F. 7116* LAMI (3116' H8,J , 3118" HS) G.13/W LAII 10 -11 -W O% 3118" A, 5?W OR 31r SPADE. L I - (1fir A, l.1/8' A) M. 13116' LAM X3 - OR 3f1S" A, SW OR 3I8' EPPIX, Imo' LAN - (1113° A,.000, 118" HS) I. 13116' LAN tG -118' OR 3118` A, ' OR 3f"S;P E, 6/16* LAMI (118" HS,.090.118' IS) J. 13110' LAMI tG - 'ff OR 31 r A, 3/18* OR 114 "SPACE, 7116' LAM - 1$' 31'{8' A) K.13116' 1AMI IG -1i' oR 3nr A, VW OR 114" SPACE. T110' LAU - 1GI" A,.c o 3fir 148) L 13116' LAMI 10 -1i' OR 311r A, 3f1ti" OR 'I1 SPACE, 7116' UMW - (3118" HS, 090, 311 HS) 3. WINDOW W f Nc 1c Q E a S , A1E P�yE.�RAM.IA0ENTTABLE � Ate, LARGER BASED F011.L1C ING TABLE. t WINDOW SILE' NOT SHOWN, GO i O NEXT LARD WINDOW D I TABLE. HEAD & SUL1.: '11 MAX. ON EACH ODE OF NEMO RAIL ENE. 1IIc 314' MAX. FROM CORNERS. JAMBS: IP MAX. FROM COMM AND 22 112°' MAK. O.C. TALE KEY 12+03+21 3 1-40—ANCHCO QUANTITY i JAMS (r MIN. 0 .0. ANCHOR SPACING) - +� ---18 314• MAX. irREF. F x WAD AP* lit4,4. ANCHOR =ANTIB S A CLUSTER OF (3) ANCHORS CENTERED ON TIE MEETING RAIL PLUS (2) ANWORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAI. AT HEAD AM3 SILL o � MTG. RAIL EXAMPLE CLUSTER WI CITY. OF 13) ANCHORS (SHOWN IN TABLE KEY ABOVE) 8314 "MAX. 112' TYP. * I 0 9' REF. ._... AATC. RAIL – APLE CLUSTER WI QTY. OF (4) ANCHORS E SPACING, OX AND XO WINDOWS ALI M. HORIZONTAL ROLLER WINDOW, IMPACT � rig •11 j 412710 j C PRODUCT^: a s cot:tr ;' 3wttb tbeMarkle gatCas ilepkarive No 11 le 04/1 Rabat L G+k. P.E. PE #39712 r c . 412740 AlEVf$E EDGE DST. , GINEDIAF,NT SHE REFERENcES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT A A t - MIN. 3.4 KS1 CODE 1x wire NOTE 3 CONCRETE NOTE 1 MOD ANCHOR, NOTE 2 COOCRETE NOTE 1 MIN, 34 KSl CONCRETE A 114" MAX SHQ __s.i 1 318" MCI. if ± DETAIL C 13/4° MIN. E.O. TYP. 2x WOOD BUCK NOTE 3 :: NOTE 1 114" MAX. SHIM WOOD DE'T'AIL A NOTE 22 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 111" MAX. SHIM NOTE 1 i 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A 1 314` MIN. E.D. TYP. 2x WOOD - • BUCK, 3 DETAIL D NOTE TYPICAL. FLANGE FRAME SILL SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN PBA MI -DPDE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED UV ELCO hea TAPCONS EMBEDED 1 318" MIN. OR 114" S34 CRETE -FLEK MEMO 1314" MN. MINIMUM DISTANCE FROM At4CHOR TO CONCRETE EDGE IS 1314 °. FLATHEAD ANCHORS MOIST BE 112 TRIMFrT 2. FOR WOOD APPLICATIONS IN MIAM4)ADE COUN1 Y, USE 012 STEEL SCREWS (GB) OR 114• SS4 CRETE -FLEX WrTH #12 TRIMFVT HEAD. 3. WOOD BUCKS DEPICTED 54 THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1NSTAl2ED DIRECTLY TO SCUD CRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112" THKKOR GREATER. ISTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO GE ENGINEERED BY OTHERS OR AS APPROVED BY AUTIIORRY HAVING JURISDICTION. 4. FOR ATTACHMENT TO AMMO* THE IAA. SHALL BE A NNAMUM STRENGTH OF T5 AND A MtN� VIUM Of 1f8" THICK TM AWtdIN.UlM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PRA FULL SUPPORT TO TIE WINDOW FRAME SIMILAR TO THAT SHOWN IN TIDE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL Imo. A #12 SHEET METAL scamWVITH FULL ENGAGSMENT INTO TOE AUJMINUM. E TIC CRRTERI 1 ARE MET, THE RESPECTIVE DESIGN PRESS AND ANCHORAGE SPACE FOR ANCHOR TYPE 2 MAY BE USED. 5. NIAiERIAL3, INCLUD11 NOT-LISTED TO STEEL SCREWS, THAT COME INTO CONTACT WITH CSR 1 114" DISSIMILAR MATERIALS SHALL MEET THE REQUIREMEt4TS OF fI OEIDA SIG OWE, CURRENLEDITION. (1.5 CMU) OR PER NOTE 1 k • (3.4 KSI CONCRETE) ... 1314" . ° MIN. ED & SILL DETAILS A, B, C,, D & 1i) TYP. i (JAMB DETAILS E, F & I) EXTERIOR SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIL. x 2112' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. GE DETAILS DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Ac: 4tzw No Dem /0/0 Robert L ttatk. P.E. PE 09712 The following pages were originally attached to plans with the following permit # k)i-op r13') WIND CALCULATIONS SECURE WINDOWS & DOORS 7855 N.W. 46 STREET MIAMI, FLORIDA 33166 PHONE: (305) 513 -0705 WINDOW/ DOOR INSTALLATION AT: 300 N.E. 91 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY CA STR MBER PREPARED �•� LOS M. PER CTURALEN F . P.E. #: 548 B. #: 0077 SEPT INSTALLER: PROJECT: 2008 Y: , P.E. INEER 4 "YOUR ON -CALL E EERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FIORidA 33176 TEL: (786) 242 -1720 - FAX: (786) 242.4399 • Ccrog • A -02 • • v t►JD VCLOC ri =146 M P tt • tAPDSORE GACyor r G b"-CUA CM6c oa =St w • Imlta1AM ,. R G=) — I. • 1<c 1.00 • K 1.. • VETr PReeS. past C coEr• CKh)= 0,559' Cf orm .Th (5.) • Roof 54oPc " 4 /12% 11 e " V•1 11 MAitgo wESr DJ rh � = 5 1 1 — � O MEAN ACOF HE$4ter Chi = • a lcoli44 IASTA cc zest 5). C, as x3z'•4,_ t� Z! a �— _ , 04 1 x511 5 STRUCTURAL ENGINEERING CONSULTANTS, INC. 9420 S.W. 112TH STREET MIAMI, FLORIDA 331 76 TEL: (786) 242.1720 - FAX: (786) 242 -4399 DESIGN CALCULATIONS PROJECT 300 l< 9 1 5 '• SHEET NO._2w_OF DATE • 011 Kw, z • �h -O. 002.5‘6,995X )( , 00xl46� (hoo • ih =5 PSF • P = $ti (&e9) t %h« v�l : GCp, =: 0.18 6C,;(-) PRsss u$E Cr) PSF soc- noNc -? PsF w0O0)10 A4(4 to # , 00 —LW +64,3 1.00 —640 -x-64.3 WINDOWS 444 3i 4 -('49 S cvoi 5 • A?ER I 5 4 0, -4,336 • _D0005 4 S" «o1s4 • STRUCTURAL Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Secure Windows & Doors Job: Window / Door Installation at: 300 N.E. 91 Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS (AREA _ < 10 SQ. FT.) : Positive Design Pressure (Zone 4): 64.3 psf Negative Design Pressure (Zone 4): 69.8 psf Positive Design Pressure (Zone 5): 64.3 psf Negative Design Pressure (Zone 5): 86.1 psf WINDOWS (AREA = 32 SQ. FT.) : Positive Design Pressure (Zone 4): 59.5 psf Negative Design Pressure (Zone 4): 64.9 psf Positive Design Pressure (Zone 5): 59.5 psf Negative Design Pressure (Zone 5): 76.4 psf DOORS (AREA > 15 SQ. FT.) : Positive Design Pressure (Zone 4): 62.6 psf Negative Design Pressure (Zone 4): 68.1psf Positive Design Pressure (Zone 5): 62.6 psf Negative Design Pressure (Zone 5): 82.7 psf DOORS AREA > 20 SQ. FT.) : Positive Design Pressure (Zone 4): 61.4 psf Negative Design Pressure (Zone 4): 66.9 psf Positive Design Pressure (Zone 5): 61.4 psf Negative Design Pressure (Zone 5): 79.8 psf "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 112Th STREET, MiAMi, FLoRidA 33176 TEL: (786) 242 -1720 - FAX: (786) 242 -4399 NOTE: "Zone 5 "pressures are applicable to openings that are within 5' -2" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: incerel STRUC Carlos FL. P.E. should ct us. If yo co * Building Category: II * Building Mean Roof Height: 32' -6" * Exposure Category: C * Basic Wind Speed: 146 mph SEPTEMBER 4, 2008 PAGE2OF2 300 N.E. 91 STREET, MIAMI SHORES Anchor spacings and installation of glazing / window systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. pen to have any questions or concerns regarding this or any other matter, please do not hesitate to ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 9/04/08 Perez, P.E., Structural Engineer 54844