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HomeMy WebLinkAboutNOAs'LSl'J111I Y • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Sned, Room 208 Miami, Florida33175-2474 T (7k§) 313-2590 F (786) 315-2599 Miami, W 33172 et - �, �J Q SCANNED Miami, FI.33172 BY SCOPE: St. Lucie Coullttt This NOA is being issued under the applrcable rules and regulations governing the use of construA materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section 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 Section (In Miami -Dada County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the'accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or materiel within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building bode. This product is approved as described herein, and has been designed to comply with the Florida Building Code, inolriding the High Velocity hurricane Zone. DESCRIPTIONS Series "360" Aluminum Single Hung Window - L M.L APPROVAL DOCUMENT: Drawing No. W05-04, titled Series • "Aluminum• Single Hung Window (L.M.I.)", sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 14, dated 01/29/05, prepared by AI-Farooq Corporation, with the latest revision "D" dated 01/03/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant: . LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per-FBC requirements. LABELING: Each unit shall beer a permanent label with the manufacturer's name or logo, city, state, model/ series 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 coda negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration data or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1210.05 and consists of this page 1, evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascoa, P. E. NOA No.12-0221.14 aS py 0 -7, Expiration, Date: May 05, 2015 •lam, �ti if,LUCIECOW IIU_ILI)vic fflffi�te: May03,2012 tiEVIEWEDF(Mc DUNCE Pagel REVIEW- FM DATE PLiNSANDPE hI1STBF.:iEPTONJOB Oil NO MSPECTION WILL BF MADE. .- T h '0 -, I : " U, t C ip ti 'E?Pqmx�s Us? '1111 PC Now'# Ln 'I, "'.i '-)L '3]J , . 1.1[ iL'-e at MG 910^1J(%.L U, TL UNNImp"PET MR.Q. IMI W ur qq; V11 RZ an 4LM 'ja3 UNO ji, % mq v! b1manou yraw QIGU ;441 V"! Av im; -Itt; mr, U" C -.1 j .3; L'R u "' w oil" r t:n !;3 fil loi"C KA Eva cop, R— sq. -a [5, AND"" �l} -tv'f "'z(-f r:� i�, , !=`Fi nrQjUs. qwg P! cs P%OWI ry w C Own? (%unq punyu Z'-nvo "'u, jqcq n-111\11' . 'AL;V Mi 'fjftf, j 1 .-Rj Upimi ��j a,�n v"�' k1qqn2% — y yll XG yc :PEP in, , Akc TUM; j-- " t'-wAsque 1-nymsIgs c 1; 0 , Q;Uqz, L..., ,I ' 11 W&MIV, � ... 'i " A 0 04 M W M 10 2 4 1 'At PC q 1 P Pa Pq P caq -5 LOCO so m stmYO !( y lozou; q PA lZUys :4 Qn.4 SG 2:W, 40011 'UNTU YOU 3k qr 40— 1 v Elp in loco, it =1 Poo q AC ego, Lvq. =0 -I �ywuwe e. rs, ."umm wc pqy,; MsJ, ?G..Jg1j!'t!j :Ied'1111' "%j P). "'JAt.1 :",r';v P f- MIT,? zz�wa--q tno'r'u!x">' V". k;'. %wi % ;qsLy 11 av, 10 jK-, do- 0 If low UN.OWLY 1—R. "1 40 -iv-4113) 21' S. YQ tiv. RP j!j J1,YUf -�J CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS - - -1. Manufacturer's die drawings and sections. - (Subnd&d underpin iousNOA No. 08-1208.06 and 05-0215.02) L Drawing No. W05-04, titled Series "Aluminum Single Hung Window (L.M.I.)", sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 14, dated 01/28/05, prepared by Al-Farooq Corporation, with the latest revision "D" dated 01/03/12, signed and sealed by Javad Ahmed, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 94 6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 58", AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by . Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2,3 and 4, and HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, dated 04/03/08-07/22/08 and 03/29/04-04/02/04, both signed and sealed by Vinu J. Abraham, P. E. (Submkfed underpmrtousNOA'sNo.'s 08-12OL06 and 05-0215.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/12/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmed, P. E. 2. Glazing compiles with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade. Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on' 01/14/17. Jaime D. Quoin, P. E. Product Control Section Supervisor NOA No. 12-O'121.14 Expiration Date: Mny O5, 2015 Approval Date: May 03, 2012 E-1 i '2. 3 4r rz I l � � CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) ---2.- Notice of Acceptance No. 08-0520.09 issued -to- Solutia,- Ina -for their "-Vanceva Composites Glass Interleyer" dated 07/17/09, expiring on 12/11/13. 3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Satiex HP Glass Iaterlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 01/20/12, signed and sealed by Saved Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTL-MO-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, Signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL OON4323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P. E. (Submitted underpreviousNOA No. OS-0215.02) G. OTHERS 1. Notice of Acceptance No. 09-1210.05, issued to CGI Windows & Doors for their "Series-360 Aluminum Single Hung Window - L.M.I.", approved on 04/07/10 and expiring on 05105115. YAC��- Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.12-0221.14 Expiration Date: May 05, 2015 Approval Date: May 03, 2012 E-2 ;' =) -,' L� c• Y j _ti, c' :fin � - :.r .a 'N' �aun � e , ra mAn OIPn General Window Sections V 1 00:21,t CayGghl U 3 9/16 apnQ. Opng. 3 9/16- Window Width Window Width Standard 12 Psf Sill Optional 15 PSF Water "or Adaptors Q. Nt a x Cm IOW ITM mm Icnms FOR usING cAPAC.m CHARTS, STEP i A mmi wnMo. araan.owN amwms FOR STEP 2 � Mn �wfIFME F m ]WMA Me -.I MOdOE M MCAr GIPAGIY iN011 91Qi i mN slY apl w APPUI Y TO AoMIORS TYFC A 9 Q O SIOI,N W ]IRI] ! AtO 4 rS Fp 4 f MYV1W BIILIC: MK V;A T'VAT M 9Wr a4TAllAltal fAnICIY FNax SRMM 9. *w--A ICI IInGNPm WLEL �CL0016 CEIfl4Il[ WLLIDII TILW m mNOX SHmt 4 fqi Its IUS STEP 6 V AWIM,W lNlb:x AS[ 11Em R1Nxe,C RIQ' AMOxIeVC plmx IIN FI]Tx ONMII9 Of ] T to M wars scxwPED w APPLY To M 01STA11ATM,l Pill � r�srtMP . GLsoI AGO VEM DETAILS FOR GLASS TYPES 1 h REIS 3 de 4 FOR CAPACME& Installation Scre" (Refer to sheets 5, 66 7for .pacing infonvation) AUDILU IN 9M I SING 11I IRM APPRWA ARM To SNNE tollm-cm ]ME M SME mI1BNA1M16 OF SIL/]dl OR MOLE R 1e014 Of16N IMI-ace CQARIT APPNVIw eWOCIVS mm Iwo-olaE moon .Pwmum wLONs Of MMIEDC IawEll lmSIarI Pill Simi nl000 On xultlox AfPI'lom m w. APPLY TO GRIM SVMW. L_ 141 PROmp IIIS 91111 DM IGIm AND TESTS) Ta Ea1SLY TNN M P61 NEaIlnalplf9 Di M SaIOOI BLaDF10 mLE e,nlmlm ,mx T'aOran Maaecvlr THE O%M !tl tMom alas M OiI1Q19, INs K AxanNm IMOPa4Y TO IeAXSEd Laos To M s9aznRE. aiaw�Ellr r�o i wT n,�i s�°eE a ow vu o�+o�atl1is WNSa0110 ON LaMO mI109R6 NOT Sl N TNaE whA ANE NOT PWV w m APPROM. A I GIMAApNI ll n a USED N Galax of AIL]WR PRO Wool) MY. IJAMI s NQumN Ulf NM larfm TG 6TEa/xETS WS SUM T leuuF ona a ixe n BtDa. WWTTSMnC4A,Otla, M9; L4. M Ms (//, f�yp aroaNg no. FheeL a it It TYPES.. ' DETAILS FOR CLASS TYPES ], X 4 AND 4A & 4A FOR CAPACITIES. aL SWEEP LOCK NOT AVAILABLE WITH THESE z (R.I.r to scram 6 (Reler to X.ts�•88 5,6h7for 8 e apooinq informoUon) {ogQT s IR N; Glazing at Insulated Laminated Typical Elevation I Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptor Con M Im we4 riN lock tyw 11HIMI W05-04 Avel IA of 10 _ . 1 -a � �., , -�-R_.. .. .. .. f^ - ,'fi ,. - I,b --- _ ` ,1 t - �� ; i. �� i � i �( .l �. � I. '. �1 1 ! S . `il 6 � �� �. 1 A. f�. � ,,. - .. - � ,. I 1 'ei � - - ,. ,. � � � "1 .1". _ � . - - 1 :, 1 � . :I 1 '� I .. __ n -7: __ �{ �' ! {� X 1� i 1 M,. .. I � 1 i .: �. - I .:.i :. oil all Bill of Materials x 21 i� Oslo gg/ 1448 .022 ./4 @ e /$ aC'� man�� 4n bL B •, Erow �9 no. [WOS-0¢ �/ e�eal of ITEM PART / pVANTIT Y DESCRIPTION MATERIAL MANP./BVPPWRR REMARII9 1 W2}201NC AS REOD. WOOL PILE WITH CFMER SOFT FlN (GRAY) PILE PVC NYLON ULTR/FAB/SCHLECEL PROTOTYPE PIASIIC E%TRU610N5 BUILDERS PVSTIC COMPANY CONDN0005 AT INTERLOCK 2 CGI'-812P /5 REpD. PLATIC BUMPER CUIOE 3 /1aB-4 2 WEEP HOLE COVER 4 N/A AS HEOD. CUZING GLASS VARIES 5 N/A 1 COMPLETE SCREEN AWY/NESX ZINC WSTOM CASTING 1 O WDNS. 28' WIDE & SWll1ER 2 O XVVS. OVER 2B' WIDE B CCI-815C h 616C I OR 2 COMBINATION EGRESS LOCK AND UiT/PULL ATTACHED W/(2) /B % 5/B' FH SNS 7 AJ0700 h C30705 1 OR 2 OPTIONAL SWEEP LOCK k KEEPER (replocea item 6) ATTACHED W/(4) j8 % 5/B' FH SNS ZINC TRURI HAROWMLE OR EOUN. 1 O WOWS. 28' WIDE k SNAI.LER 2 O WOWS, OVER 28' WIDE e 1B-tt-X%-t00 1 OR 2 —. ZINC TRUTH W1RDW'ARE OF EOUIV. 1 O WOWS. 28' WIDE A SMA FOU 9 A P g r1.s63 3390—j N O N$ r A � 13]SD�-i �O a " SEE a u Y VO L Q qT V D I Q s z L P.20' �TIf E� 1 N P P 1982 Y1 r 4 - �sst� S _ Y �3.591� R�l Ro 1 3 a l�3 M1—y 1 o tit "o .tto pp i � asa fm L a .tr P-abs re•"01u: ALLIUWUM SME HUNG M1No0W J AL-FAROOQ CORPORATION a foil "� - CGI tlANDOWS &DOORS "AW f _ lobo N.w. urH srH�r wutnct®.�ay. C =1 O � '� MIAML FL 33172 16(90A3t1�61W wcoo�ama++ {� o m, pr - (395) s83-m93 0�-AN. WOO.S•aK�a IiOSL'"� ODLR� 's 1/2- Min. Gloss. Bite m L7 oa - N H 5 m u£ o _ m.p" GC$ Sm�v m --an 3 xoCNm y No oI � =b �C3E >a m>a„ „ eC woo 1 /2. Min. oss Bite vt LQ�LQ 3 N (n 333:4 0 jpy. p ONN yO� 0 (� jp IA N �rnn N Vr b+ fiI �OCp� G OO L�L >I. 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N 'Vi< N N So x A a a N8g °x2g 9uN 8��w oO 9'0 o � b F s @ y A s 8 s m m w �• � w $ 3 O m b C �Tn w height e fl• j :g$ I I D D b �' I 3 ; o�� m SY \ �8; �• goo y 'goc�yl m you Fmmn z a m o Z gel I n N < NCO S '�O r fo i �e4 pm Z m 4 qh' �o$� zz �o [ w0 O e9 k� F 72� a o fig wv el-sm wift .: ALLMNW SINGLE NUNC WRIDOW (LYl) AL FARO C.0 RATON ; a i O Nd� �...o.. ` �'$' 'b's - OM WINDOWS & DOORS aabaw. eawve • 10100 N.W. 251H S1REEf NNANI FlORICAffitls `. 9 MUM4 FL 37172 1vLamnmwro vaLomia G ? w. y. o btNl wpm m 0mo RC 1FL OW) 9a1-6S 0 M ]us SY]-mm ( 7 WYi-.WL MO03-01C01 49Tiii 4Yw�7 `VM1"�f..4`� e aa��aa�sa����ssa�a Q Q y $ pe z bbE$EEEEEEEeEbPEEEE9��� �a�gEa��$��o��a�oe$a��l�' �������BS�SggS88e�ag�?�Ea o a'go g 6$� g +'Roece ��� a 6 55L5a°o w b'S�EEeGb6EEbEEbwBobe_ EeE'�EaEEgLYgEE�g�e3� _ 1 � ,_ - � - � _ .. .. v� �. � � 45': 3.J: � _ _ __ _ 7 � t {1 li A � � Kid t. � .. ti� � � �. 1,� _ r / _. _. � :. ... , , f _ ham. r. !. .._ { 7 i; ._� )_ - Y "i. r x�. r.ii ! 1 ___. —� tea._ i' i _. I • _ �� I � :.� 1� I `i �t� I ;3 I t .. ... I � N� j �. \' :li G � i i _ 'S.. _ �. � i f.' ' ; . .. 1 i. .. ' � _ � i r • y• _ -I .� S 1' � I r .. �1 r.. ` i a ( Y i � t � _ _ �. � r _ � '. , ., .r .... ♦ n. (. .ice �l i �...._ .. .�_.. . 1 � _ I .. .1 �_r... _......_.. : �1 ._ ._.....�. .... .. _ ... .��. .. r _ _ _ _ _ _ _ _ ... .i.. .i - V � � - ... i i Installation Type "A"' IMPORTANT, NDIE: w/ 1 x 4 Beveled P.T. Wood Buck Wood Bucks must sustain loads imposed by glazing system and transfer e. them to the building Buck bed in d•. • structure. sealant (typ) —•. i _ .. 1/4' Dia. Flat Head Tap -Con Screws (or equal) .at1i1o1caml,MAW "Am -= I 1i lion! Pre -Cast Sig ant )) n O E v 3 1/2- Min. 2 3/4' 1 x 4 Beveled P.T. Wood Buck (typ.) TYPICAL ANCHORS: sa cuu. Tae vAma Ile Om IRIRACON BY 'ELCO' g..1n KM, fy W M) 1,14! DUA Mtn NNW -CON 9 ye.1 3 M f1.131 Ks) INTO 2BY WOOD BUMOR WOOD STRUCTURES 1-I/2' UK PENETRATION INTO WOOD THRU IBY BUCKS INTO DON- OR MASONRY 1-1/4' MIN. EMBED INTO CON- OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-3/e' MIN. EMBED INTO CONC. OR MASONRY I DIL SELF DRA 120 SCREWS (aRMC z Cleg INTO METAL STRUCTURES STEEL : t2 GA 11m. (ry - 30 KSI MIN.) ALUMINUM : Ile THK. Met. (60e3-Te ION.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 QHI OR Mr DRI U W . SCREWS INTO 10AW-OADE COUNTY APPROM MULLIONS (MIN. INK. - .090') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY . 2-1/2' MIN. INTO WOOD STRUCTURE - I' MIN. INTO METAL STRUCTURE . 3/4' WIN. CONMETE AT WAD. SILL OR LABS rc - 3000 PSI OIL C-90 H011aw/TALED RM AT MISS rm . 2000 P31 MOL Values for Installation Type 'A' apply to the following installation types, with maximum shim space 1/4': I- Using lby P.T. wood bucks, min. 5/8- thick, 2- Directly into mosonry, without the use of wood pucks. 3- Directly Into a steel or aluminum structure min. 1/8' thick and using #14 Take or SMS. Structure must be designed by others to sustain the loads imposed by the window. FRODUcrpuvm BeddlellN� PkVAA A4t�wHe4 C D 131 W05-04 ` ti: I h s r 1 i{ ' _ __ 4�.. . _ — � � h f 1 1 li �p � .� _. _ � � � �_.. _ - e � t Ins tollation Type "8" w/ 2 x 4 Beveled B.T. Wood Buck e " Buck bed In a+• sealant (typ) -7— , V .. • . •. e t p- die. Flat heotl equal) I � top -con screws (or Sealant 1-3/B" min. Wood embed (typ) € m 4 a • i a 2 x 4 Beveled P.T. JB & JT Wood Buck (typ.) 11 Optional Seatont flan -beveled ri Wood Buck O (dotted) Installation Type "C" Need on wood penetration only using t x 4 oe 2 x 4 wood bucks Buck bed in seolant (typ) d • I r u e l u r Sealant 1/4" Old. Flat Head (typ) E Sheet Melol Screws or 1/4" Did. Tap -Con Fasteners O E R V t x 4& 2 x 4 P.T. Wood Buck (typ) - - See Installation i Types 'A" & B• • furl x4dr2 x4 P.T. Wood Buck Styles \ IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing • system and transfer them to the building structure. JB&JT u+a..e�..mrsm'°e f 3/B• Min. NW Aet9�w - 1r 14 5 Tatal Wood Penetration cax Optional Non -beveled $O Sealant Wood Buck (dotted) — a euvelur• 2 p W05-04 sheet 8 0110 ■ � J ` ' - -- -�� ! . , /\ |§ §!§||!�|!!||g!;!![ gr!§;]§§|;;!!�§||!;!§! R|;�� §■ . ■§, ' !!� E9'!§p Q®|!§§||;!\� . . . i f` E§ !|;||!E|§||!|»!||§|§■|#; R §! f■| -gin 9 �-- -- - ---_-- -_ --- -- - ��' i , _ .. � e 5 �.. i 3r. �. 1. o- • 1 ... i. � � .. � ::yP ii •: _+ e - '1 _ � � _. � 4 ' i� i 1. �. l i. 1 .�I 1 __ ;._ _ _ _ _ 1 1 1 q • .. .. .. •�•, �,.., ,B " _ _ 1 ., ate• � _-1 i r _T 1 1 e — 1 i. _ _ � u � 41 1 uK • i i. i� .. f 1 .• �I ,1 :i :1: � � � .. ii , _ t � y. .' �__ i� _ .• 1 �- _ . _. -_ r � _. _ � I i� ,, .. _ ...+1 t .. ' _. P, .. .. u aj 1 � � � \ I e V Vertical Mullion Performance Horizontal Mullion Performance a9e(�V Tributary Width W1 * For Window Pertormonce, refer to sheets 3 or 4 nwam a ,Y .wm For Window Perlomwnce, rater to Shasta 3 or 4 I Wl W2 WI W2 p n 4116- Take : 1' FX Oyp)Teke or SMS MEl sealant(typ)Multiple Opening Multiple Opening 9 or mma .1.0. umL1 Screw on each slda of mullion w/ 2 or(J strerce rn e�ooA side of mWfion enda� p 12 Standard _Installation High Load Installation (mull length Wit Width - I (• o additional holes to be drilled by Installer) I-L-I y 1' x 4- x 1/0- Ihk. Uuntinum _ - Tube Mullion (unclipped at ends; (Mull length - Wdw Height - I) warn. all®. ex® P® nXIS m u® Bmi womaw w am 9)W amas Wu aM8 m9 w➢IWw blw6 Bi® ima wma 61m WCI ®a wmx 1k'Lll 004.) a da4-) oa4. a Wt-7 4.) a wt4-1 wmx Inar W..(.) a wr4- WA.) a 104-1 0040) a ant-) woln Intuit DRA. a MA-) oa4.) a 9n4-) m4.1 a MIA-) ly ^ p or loss 91m also W M] 1J•a 1.7 aFl/f' W also xlm E21" #14 s 3/4" FH ar IA9 also also ]0•Mat 1F1/ also also Teke Or ST15 W MOA also also a• 2" 101] IIJ 1/r 311M1WA afm CZ 1W lam VU 9104 W .01 0as m A ITU alsoGtl' It" also also W 41.1 aLl Ml el-1/w• Sm also W 1111 91m mm 4T MA� nANot lain. lose also �SS CJ 9.• 11aa afm also W Yd aA V N-1/r faro. MN afm 2HU) r_ a1' 119s also a10A W 61a o0.a PJs 1r 1004 91m also a0• W4 lam also w - We us rs el-lT tom M3 11m u• 094g121A 210.e ar lam. Ms 712 m la-I/e• leas afm 91m or wAaMA--p104 nr a4 w na a sr ae7 1094_ 21m l'1 JI .a• n.1 aim 19• 9C.9 am e1'I Jr w• asT le)A also y p v� Y• "A2104 M• dat 6Fa a2A 11-1 i7— IN.O 1004 IS E h e4• n.T 91m 31• em 71A 71.4 n-1/0• ILm 11m 91m y� 2' am also W .1.1 51s eTs tt- 11 pa Ills also a so T1a 91" W 1W ne ar n e1.a Ix'J am. 4 4 4 W nJ also W a1a Ys - YE 1T-'m 117 101A In.1 Sealant W-'01.T" Zino 4Y s19 41a 4ta 10-1/C 1qA 'AID also t MV .r au ma am-t/r na lsu afm ( �) W Ys 1Ms >f q.0 i21 Ita.T v a IBI ass lam a W] 01T lop !C nD Imo at" ' W eau 1m 1)93 W us 1111 -. im so' M• no _ 109.1 147.1 .r 04 960 1a0.T M %im, o I®g® a l 1 .r .m 9so 11aA CAM ]SSbb yWypyW j� yp Qy. 15 drowiny no: W05-04 Shea! olio R"max bat0a01b 8 1? 4 4 4 � e e o Q wr I = i t 1 Al _ t I� I - 1 ( 7 i 0 a,Saay�aa��.a� �• � C 8 a?; gA _g /LUNRAI SWME HUNG 1YREOIY LY.L) ALFAROOQ CORPORATE sas _ • m ouam as aom �¢ CGI WINDOWS R DOORS azswse�iwweocwreEvauwe+r 10100 N.W. 25TH STREET YIMu,n Am 74 I u. er. - c na xo as va cm o mn wue m. NU WI, R 33172 i¢tsmta�wm rpn§tms lFl. IJW] ]BJ-AAO fAtG f]65) sm-s�z muu_.u.� az i I r { r l i n � •J I� J r,T,v .. i1 ' t . • _ '� 0 J'nl1 1 1 �1 •. JLI_i 1 � a F It — 1 1 1 � 0 I 4.• _ is ; _. 1 u it ♦ _ '� L 1 1 Toff 'M N 33, .9� IOL SHOW 29 SAMNL% W odmoo bDaHWAlw 'IWV WOMM ONnH 3VN Pdouvu us RAM" qqqqq -Oddj� J& A 0 ANAnANAN-d RUN 0 * 1 -3 A 0 ltv 0-1110 0-1, . Z A -. M I a ;;An ... RAMA. 010 -Rlgiq-lq- 1s; a a 3 3 3 3 RANMARAN, aga. m.9 I A . I I PAPIP A A A . 0.1 2 q3q;ql;p 3222M . . . . . . . . . - - - - j 1 i P A A A A .12 A A A M A N .1; 3 3 3 A A A 4 1% A I I;IR" q i.i1j., LSI� ft, A A 2L;a; I A k A A -w A A -2, PP i 5: �x R a A a a i AM a E A R A a 9 a 9 ;.0; or 0 -91= R 21; SO als.120,I& ilz a r .9& ..... An. ;I: ala 2 i,-p a,1j-:,-jjj;j@j z .jr ... AAA& ... A oz ;R i a a 9 1 �S,i R 0 �Rggm.... AIR- I-eir RMA-M a R=9 A 3. m 0 qt z m 0 "HOA n --ii 0 A tt - 4;0-- --q Lm x4i, t;4- R #mn- a *7 *6 71 N FIIIAMI-EkAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCR INCIA) -.1 - - I 1070 Technology Drive rl�% North Venice, FL 34275 SCANNED SCOPE.- BY St. Lucie County This NOA is being issued under the applicableflic hlnd;i%�gulations governing ft use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section 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-Dadc County Product Control Section (In Maud Dade County) andfor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. PERA reserves the right to revoke this acceptance, if- it is- determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 'Mis product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIEPTION.- Series "SH-20011 Aluminum Single Hung Window — NX APPROV,kL DOCUMENT: Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets I through 8 of 8, dated 05111/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miarni-Dadc County Product Control Revision stamp with the Notice of Acceptance nurnber and expiration date by the Miami -Dade County Product Control Section. MISsILE IwAcT RATING- None LABELING: Each unit shall bear a Permanent label with the maiiufficturees name or logo, city, state, model/series, and following statement: 'Miami -Dade County Product Control Approvedn, 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, andfor 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 causefbr 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 thejob site at the request of the Building Official. This NOA reviseg NOA # 11-0614.01 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. M" COUNTYM NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08,2011 Pagel C r TABLE 1; TABLE 2: 1 1 TABLPq, Insulated Glass Types 1118" Annealed, I/#' AImpace. 118" Annealed H 13116" Annealed, 311WAImpece, IffAnnealed I 1119'Tempamd, lWAImpace, I/6"Tempoied J 13116' Tempomd, 3116- Almloace. 118" Tempand! FJGUREA:8ASH CROSS SECTION IWITH MONOLITHIC GLASS) MISIBLELIGHT HEIGHT SASH HEIGHT - 3.011V BASH HEIGHT NOTES 1) USE THIS TABLE FOR ALL WINDOWSTHATARE GLAZED WT14 118- ANNEALED GLASS ITYPE A), 2) FOR SIZES NOT SHOWN, ROUND —UP TO THE NEXTAVAILAOLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE. wo, LU o < z Lu C) ft D z w LU z -E Rc 0 U 3 U �jv : TABLE 4: mulmurn Window lialghtl Saab HelghO (000 Figure A. this sheet) Design Pressure (lbs/ft 2 ) for Glass Type 8 - J, Fin & Flange Frame Mulmurn Window Width' 20-112" 3Y 37' 411- 45- 49" 63-118, 23- 11-9/16" (Equal Ufa) +55.0 .90.0 +55.0 .90.0 +65.0 .00.0 +65.0 .90.0 456.0 -00.0 +55.01 .60.0 +65.0 .90.0 +55.0 .90,0 under 18-9/16" +68,0 -90,0 +66.0 .90.0 +66.0 .90.0 +66.0 -90X +66.0 -90.0 +66.0 .84.3 +65.0 -78.0 +55.0 -72.0 37- 18-911611 (Equal Ute) +56.0 -90.0 +66.0 -90.0 +55.0 -90.0 +65.0 .90.0 +66.0 -00.0 +66.0 -510 +66.0 -81.1 E476.0 +65.0 .73.4 Over 18-9116" +55.0 .90.0 +65.0 .90.0 +56.0 .90.0 +65.0 -90.0 +55.0 -90.0 +65.0 -64.3 +65.0 6.0 +55.0 -:5- .9 of 16-718* +55.0 -80.0 +55.0 -90.0 +55.0 -90.0 +55.0 -60.0 +55.0 -88.5 +55.0 -81.8 +S5.O -75,0 +66.0 .68.6 1 38-SIV 16--48� E 10MIF3,- 76-6.0 -90.0 +55.0 -90.0 +55.0 .90.0 +55.0 .90.0 +56.0 -00.0 +65.0 -87.9 485.0 -78.8 +55.0 .71.2 10-1/4- (Equal Lila) +65.0 .90.0 +56.0 -90S 465.0 .90.0 +55.0 .00.0 +55.0 .90.0 +55.0 .67.9 +55.0 .78.8 +550 .71.2 owr 19-114- +66.0 .90.0 +55.0 -90.0 1465.0 .90.0 +55.0 .90.0 +55.0 -08.6 +65,0 .81.8 +66.0 -76.0 +1 FBO 78-.5 under 19,911 +65.0 -90.0 +55.01 .90.0 456.01 -90.0 +55,0, -86.5 +66.0, -00.2 +65.0 .73.2 +56.0 .68.3 +65.0 45" 19-9118- thru 22-5/6' 3 +66.0 -90,0 +65,01 .90.0 +55.0 .90.0 +56,0 .00.0 +66.0 -09,11 +66.0 -78,6 +65.0 .70.0 +55.0 -.63,0 22-911W (Equal Ute) �6-6.0 -T0-.0 65.0 -90.0 -76-5.0- --Toff +66.0 .90.0 *55.0 -B%3 +66.0 -7a.6 +66.0 -70.0 +55,0 -53.0 omr22-9/10' +65.0 -90.0 +66.01 .00.0 +66.0 -913.0 +85.0 .86.5 +rA,O .80.2 +65.0 .73.2 +56.0 -86.3 +55,0 -59.7 under20-1/8" +66.0 .90.0 +56.01 -00.0 +66.0 .68,0 +65.0 -61.8 +65.0 .76.7 +66,0 .09,2 1+86.01 -62.8 +66.0 -67,7 49" 20418' thM 24.11213 +65.0 -90.0 +654 .90,0 +66.0 -9DO +65.0 40.0 +65.0 .84.8 +55.0 .74.2 +66.0 -65.9 +55.0 -69.1 2"116' (Equal Uta) +65.0 -W.0 +5S.0 .90.0 *65.0 -9D.O 455.0 .90.0 +55.0 .84.6 +55.0 .742 +55.0 .05.9 +56.0 -59.1 -ow24-8/10' +55.0 -8D.0 455.0 .00.0 +55.0 -88.0 +65.0 -81.8 +56.0 -76.7 +55,0 -69.2 +55.0 .62.8 +66,0 -67.7 undar20-13116" +65.0 -90,0 466.0 .00.0 +55.0 -83.5 455.0 -70.1 +65.0 -74.0 +55.0 .07.3 485.0 41.9 +66.0 .66.6 -:W.8- 20-13/19'thm24-1 116" +55.0 -90.0 +55.0 -90.0 +65.01 -90.0 1+55.01 .90.0 +65.01 -83.2 +116.0 -72.7 +56.0 -64.6 +S&O 2AVr (Equal Lite) +55.0 .90.0 +65.0 -90.0 456.0 .80.0 +66.0 40,0 +55.0 .83.2 +55.0 -717 +65.0 -64.5 +56.0 -57.6 owr24-3/41 +65.0 -0.0 +65.0 -90.0 +55.0 -63.6 +66.0 .70.1 +65.01 .74.0 +56,0 .87.3 +55.0 -al.0 +66,0 -68.8 under24-15/16" +85.0 -07.9 +66.0 .76.0 +55.0 .66.7 +65.0 .62.3 +55.0 .60.0 +56.0 -66.8 +63.2 .53.2 +49.6 '49.6 24-iviv thru Ito-sx, 3 +66.0 .87.9 +56.0 .76.0 +65.0 .74.1 +65.0 -74.1 +66.0 -74A +56.01 -66.6 +55.0 .67.6 +61,11 30-9/18" (Equal Lite) +65.0 -87.9 +66.0 -76.8 +65.0 .74.1 +55.0 -74A +65,0 -74.1 +65.0 .65.6 +55.0, .57.5 +51.1 . -61.1 . Over 30-9116' +66.0 -67.0 +55.0 .76.8 +55.0 .74.1 +55.0 -74,11 +S5.0 .74.D *56.0 .66.5 +65.0 -67.5 +51.1 .51.1 under260411 +65.0 .83.0 +55.0 .71.7 +55.0 .02.0 465.0 -59.0 +66.0 -57.8 +64.5 -54.6 +61.3 -51.3 +48.3 48.3 63" 26-3/4" thru 31-618" +55,0 .83.0 +55.0 .71.7 455.0 .89.4 +55.0 -69.4 +65.0 .09.4 465,0 .64.6 +65.0 -65.6 +80.2 .60,2 31-9116- (Equal Ute) 455.0 -83.0 465.0 1 .71.7 -55.0 1 -89A +65.0 .60.4 +65.0 .89.4 +66.0 75- +55.0 1 -56.5 +50.2 -:i7- 02 over311-9110' 466.0 .63.9 +55.0 -71.7 1+65.0 -119.4 1+55.0 .69.4 1+66.0 69.4 +55..D .64.6 *56.0 -55.6 +60.2 -50.2 under2M4" +66.0 .68.3 +66.0 .59.3 +52.1 -Ml +61.6 -611,6 +61.5 .51.5 +51.6 .51.6 +60.0 -60.0 +46.4 46A 73P 2W14- thrit 31345/8"b +66.0 -68.3 +65.0 -58.3 452.1 .52.1 +51.6 .51.5 +61.5 -61.6 +61.6 .51.6 +51.6 -51.5 +40.4 -:T6-4 36-9118- (Equal Ula) +66.0 -68.3 *66,0 -66.3 +62.1 .62.1 +61.6 -61.5 +51.6 -51.5 +51.6 .61.6 +Si.5 -51.6 +46.4 ZST QW3"116- 455.0 -68.3 +66.0 -56.3 +62.1 -621 +61.6 -51.5 +51�15 -51.5 +51.6 .51.5 +61.61 .51.5 +46.4, 46A under 31-3/4- 1 466.0 -62.5 450.6 -50.8 +40.3 46.3 +45.2 -46.2 +46.,0 -46.0 +46.0 46.0 1+46.01 46.0 1+46.01 45.0 78- 31:L4' 31OU3 +56.0 -62.5 +80,8 -50,8 +48.3 46.3 +46.2 45.2 0 �+41 0 46.0 1+45.01 15�0 71hN 3D.1 116" eq,7s) +56.0 .82.6 +60.8 .50.8 +46.3 48.3 +45.2 4&2 +460 45 0 +450 46.0 __I 1+46.01 46.0 1+46.01 1 Tip-ta-Up dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". 2 0WaIl sash holght. Far cloar daylight height, subtract 3-0/18. 3 Size range includes Do standard PRi-Maw (3-over-2 conlIgumflon) for the given Window Height. For overall sash Wchh. subtract 2-16/18" fiern the buck dimension. TABLE 2 Monolithic Glass Types A 1/8" Annealed B Iff Tempered C 3116" Annealed D 3116" Tempered E 114- Annealed F 1/4" Tempered TABLES: Inaulatad Glass Types 2 1 1/41 Airspace, 1/8"Annealad H .11S.Annealed, I - Annealed, 3116' Airspace, 11V Annealed ampere , 1/411 Aftspace, 116" Tempered J 3116". Tempered, 31161 Airspace, Val Ternparecil FIGURE &- I CROSS SEC (NTH I.G. C VISIBi HE SASH HEI SASH HT 14. C� a, !2 U) r13 OZ , LIJ U) Ll K I C 10 z 0 0z 19 IX IL z C C z 0 0 10 11 4 NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAMD WITH GLASS MILE WITH IWANNEALED GLASS (TYPEA). 2) FOR SIMS NOT SHOWN. ROUND KP TO THE NEXTAVAILASL HEIGHT DIMENSION SHOWN CN THETASLE. it- ?V, a!- aa! INSTALLATION DE I TAILS FOR FLANLGE, FRAMES OPTIONALADDON INSTALLATION FLANG119HEAD OPTION I CURVEDHIBADER INSTALLATION iNTOMIOOD 2X. SEE NOTE 2. THIS SHEET. 1AW' VISIBLE LIGHT HEIGHT F -1- a-4 BUM HEIGHT I I pr VISIBLE LIGHT HEIGHT 43 2254- 31 AIDA 2XW3OO UCKSTRIP, P. SIENOTE2, 2. THIS SHEET, T. EMBEDMENT SHIM SEETABLEA. SHEET. USE EITHER LATCH (4 ") OR BOTTOMLOCK (011).798TED UNITLOCATION; "8' FROM VENTEND. 4 1 i1q, SHIM INSTALLATION 6-PTION 1 STRAIGHTHWORR INSTALLATION ONTO WOOD2X.NOANCHCFS REQU RED AT HEADER. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL 9MBEOMENT F EDGE DISTANCE I u 7YP. ANCHOR -"E"I D L ISTANCE PER SUBSTRATE, SEETABLEB. THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. I-- 114-MAXSHIM DADEAPPROI 0 ALUMINUM. STEELF=ING1611 EXTERIOR STE10.8I.D.R110.981M. M E as CONQRETE�ftj CONCRETFJCMU PER ANCHOR PERANCHOR CHOR REQUIREMENT REQUIREMENT TYP. AN N TYPE. EMBEDMENTAN( 114- MAX 41 27 -EOGEDISTANC SHIM, 12 at 10 PERSUBSTRATE SEE TABLS B. THIS SHEET. EMSEDMEM I ALLATION NET DTH OPTION INSTAL"TJONM THROUGH IXBI TINTINTIPMOTH '0 MASONRY. HORIZONTAL SECTION A -A EGRESS FORMULAS Anchor Group Anchor subAmto Min. Edge Distance Min. Embedment A 114'410 SS CmdeFlax UngWad CMU. (ASTM C-90) 1 1-1/4' 912 SI SMS Screw ICE) P.T. Southern Pine ($13 -.55) alia. 1-air AlwInI 0083-15 min. 318- I/S.- �(200a)r Stcal Stud, GE. 33 m1n. so DO A35 Simi Sir its.. 110 410 SS CmNI P.T. Smithem Pine (80 -.5a) T. Va. Concrete (min. 3.35 ksl) V I" Uq CM ��JF17AM 1-31V 1,114' . (80 Concrete (min, 2,7 KIIII) 11;� Ungrouted CMU, (ASTM 0.90) PROP FITIES, TABLE 6, TIN HEET. NOTED 1) USE ONLY SUBSTRATEXPIPROPRIATS ANCHORS USTEO ON TABLE 6 OF SHOWN MAY BE USED ON ANY SIDE OF THE WNDOW. IT REFERREDTOASDAYLIGHTOPENING)IS MEASURED FROM SPACING TO BEADING. 1/4' MM SHIM NOANCHORS REQUIRED IN r CONCRETE PER FLANGE ANCHOR REQUIREMENT FRAME SILL VERTICAL SECTION B-13 C�q Oil b— OL%4 NIA011,0 11 .-'-0 SUCKSLUSTRAN rop ,gom, 1070 TECHNOLOGY CRIME N. VENICE, R 34275 P.O. BOX 1520 NOKOMS,' FIL 34274 CERT. OF AVIH. III LIMITS. ANY [INSTALLATION OPTION (EQUAL-LITE) MOTH: `NNTC�TTP WDTH -e HEIGHT. TIP�TO-TIP WDTK2 - WO' VISIBLE LIGHT FORMUI Aq (EQU LITF) WIDTH (aASH):T1P-TO-T1PWcI WM(FOdEO):TiP-TO-TIPW=H-4- HEIGHT. (TIP-TOI HEIGHT- MfIrYi! I PRODUffRawaso n pw "a BW?d&,C. % h9h.pled" .12 JJ 1 10/10/11 1 NO CHANGE I FLANGE FRAME INSTALLATION DETAILS I J ROSOWSKI ISINGLE HUNG WINDOW INSTALLATION 105/11/11 NTS 1 4 OF 8 INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION X WOOD. SEE NOTE 2. THIS SHEET OPTION 6 1 1 1 EMBEDMENT CURVEDHEADRR EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGH THE FIN EDGE DISTANCE !MEMBEDMENTAND 114- MAX SHIM TYP. ANCHOR TYPE, VISIBLE LIGHT HEIGHT T- E� EXTERIOR 2.151- K I 3HT 2a 64' I Irr TYP.ANcHoRr EMBEDMENT AND El INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EDGE I EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND DISTANCE 114-MAXSHIM EDGE DISTANCE PER SUBSTRATE, SEE i/4'MAXSHIM TYP. ANCHOR TYPE, TABLE 0, THIS SHEET EMBEDMENT AND EDGE 2X WOOD, DISTANCE PER SUBSTRATE, EMBEDMENT SEE NOTE 2, SEE TABLE 6, THIS SHEET. —0 , —1 2XWOOD THISSHEET HORIZONTAL SECTION C-C t--"\ E IS D"' DIU, ' CE &DISTANEI SEE NOTE 2. THIS SHEET 26 41 EDG 12 61 E 'Me 28 4INSTAILLATION 4 TYP.ANCHCRIYPE, DISTANCE PER SUBSTRATE INSTALLATION SEE TABLE 0, THIS SHEET: S T 'L OPTION 6 2 64 OPTION E INSTALLATION 4 STRAIGHT HEADER ANCHOR(SCREW) � VISIBLE LIGHT WIDTH INSTALLATIONANCHOR THROUGH THE FIN (SCREW) THROUGH THE PIN . SUCKWIDTH — INSTALLATION US�EITHER OPTION 7 LATCH (# 20) OR INSTALLATION 32 BOTTOM LOCK ANCHOR (SCREW) 11#1 MAX. SHIM Olhi).TESTED THROUGH THE FIN UNITLOCATIONt 0-SW FROM 04 VENT END. #10 STEEL SELF-DRILUNG V ISIBLE 7 SMS (05) LIGHT HEIGHT 34 0 EXTERIOR ID ALUMINUMISTEEL FRAMING OR STEEL 20 STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS IiMEET. NOTES' VIVIAMSHIM 1) USE ONLY SUBSTRATE APPIRCIPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN -A MAYSEUSEDONANYSIDEOFTHE EDGE WINDOW. DISTANCE �-O 2)UWOOD FRAMING OR DUCK, 1-1/7 THICK ORGREATER. 2X WOOD. SEE NOTE 2. THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYUGHT VERTICAL SECTION D�D OPENING) IS MEASURED FROM BEADING70BEADING. MULLION SECTION DADE APPROVED MULUON. MAY BE VERTICAL OR HORIZONTAL MAX. 1/4' SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR 15 WITH FIN REMOVED TABLE& Anchor Substnato Min. Edge Gaetano Min. Embodmont =14- x 113 - �B.x Hall 77 South., —Pl.. (80 - BE) —1/2- —12--WIB 2.1/Z'x.131" Common Nall P.T. Southern Pine (SG -.65) 91161 2-7116- 2-1XII.145" Rooffrip Nall P.T. Southern Pine (SG -.55) 0/19- 2-7110' #10 Steel SMS Screw (05) P.T. Southern Pine (80 -.85) 31,V' 1-3/6' Aluminum. 606346 min, 3/&' 118" Steel Stud, On. 33 min. 30 0.036 A30 Steel 3tv, 119- EDGE DISTANCE I EMBEDM ENT INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EGRESS FORMULAS (EQUAL-LITE) WIDTH! DUCKWIDTH-W HEIGHT: DUCK HEIGHT12-0-13110' VISIBLE LIGHT FORMULAS (EQLIAL�LITEI WIDTH (SNIH)� SUCKWIDTH .4111W WIDTH (FIXED): BUCK WIDTH - 3- HEIGHT. (BUCK HEIGHT - / 2 LYNN ...... ze Ste No. 58705 ow d p" 3j mlo/ 11 NO CHANGE TATE OF 4 '�A III "YN'U L.F. F B FIN FRAME INSTALLATION DETAILS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34278 P.O. 8 1121 NOK011S."Fl. 34274 Vin. SINGLE HUNG WINDOW INSTALLATI SdwlWodl. sle.. SH-200 NTS I sh;uO F 8 CERT. OF AUTH. #29290 i 05/11/11 It 2 1 2 1 L 2 3_L 2 3 2 2 ! ! ! 2 2 ! ! 21 0 ! ! ! 1 2 2 2 3 a 2 ! 3 a 3 2 1 2 3 2 3 �e, 1014. -7--5W,r 2 2 2 2 2 2 3 2 _L _I 2 3 2 _2 2 3 . S . 2 4 2 2 3 3 3 3�wff- 776-7/8' thro lia!F'r —2 2 2 2 2 _ 2 _I 2 _I 2 _L 2 _L 2 2 3 2 2 2 — 2 2 - 3' - Z' - 3 3 2 2 3 2 2 0 2 2 2 3 2 3 2 3 2 3 2 3 3 3 2 3 2 3 2 2 2 194/4" (Eqvgl Ute) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 - 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 2 2 ow 19-11C 1 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 1 3 2 3 2 2 4 " 2 3 2 3 2 4 2 3 2 3 2 4 2 2 3 2 3 2 4 2 3 2 3 .ndu 104116. 2 2 2 2 9 2 2 3 2 3 2 2 2 1 -2 2 3 2 4 4 2 2 4 2 3 7 4 2 4 2 3 2 4 2 4 4 2 3 2 4 2 3 2 3 2 IWIG- Ift 2"01-- 2 2 2 2 2 2 2 2 2 2 2 9 2 3 2 3 2 2 2 3 2 3 3 2 3 2 4 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 3 2 3 2 3 2 3 2 3 2 M-011V (Equal J14) 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 a 3 2 2 3 5 3 3 3 2 2 3 3 3 3 2 2 mr22vir 2 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 2 4 4 2 4 2 3 2 4 2 4 2 3 2 4 It 2 4 2 3 2 4 2. L .W.2�lff 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 41 2 3 2 4 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 41 2 3 2 4 2 4 .1 2 _L 3 2 4v 2mir thm wir 1 2 21 2 2 2 2 2 3 1 2 1 2 2 1 2 1 2 3 2 3 2 2 2 4 3 3 3 2 3 2 4 3 3 2 3 2 4 3 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 �V (Eqval Lie) 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 c,m 24VW 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 1 2 3 2 4 2 4 2 3 2 4 4 2 2 4 2 3 2 4 2 4 2 3 2 4 4 2 3 umormialle. 3 3 3 2 2 2 2 3 2 3 2 2048110-lthm2441116mg 2 2 2 2 2 2 2 3 2 2 _I 2 _L 2 _I 2 3 2 3 9 3 2 4 3 3 2 3 2 4 4 4 a a 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 24�V (EquW LIM) 2 2 2 2 2 9 2 2 2 2 2 2 2 3 3 3 3 1 2 2 1 3 3 3 3 3 3 1 3 3 3 0 2 2 3 3 3 3 3 3 3 3 2 2 owm�f- 2 2 1 3 2 2 2 2 2 S 2 3 2 3 2 4 2 _ 4 _L 2 _L 3 .1 9 .1 4 _L 2 4 2 3 2 4 2 4 2 3 2 214 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 1 mdw�%Iw 3 3 3 3 3 3 4 3 3 3 2 3 4 3 4 3 3 3 4 3 3 3 3 4 3 4 3 3 a 5 3 3 4 3 3 3 6 3 4 3 4 3 a 3 4 3 4 3 V4&1VIhw30-V$ml 2 2 2 2 2 2 2 3 2 44 3 2 3 2 4 3 4 3 3 2 4 3!3 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 01- 30VIV (Equal JW) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 1 3 3 .3 3 3 3 3 3 2 3 3 3 3 3 3 2 2 0.3mir 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 1 4 2 4 2 3 $ 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 Voder 2MO 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 8 2 4 2 3 2 0 2 4 2 4 2 5 2 4 2 4 2 I04fRl thm 314S- 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 3 2 4 3 3 2 3 ± 4 2 3WIr (Squid UNG) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 9 3 3 3 3 W 3 ! 3 " 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 3 2 3 4 2 3 3 4 2 5 11 �2: 4 2; ��33 3 2 4 2 3 3 4 2 3 a 3 110&2�0 3 2 2 2 3 2 3 2 3 2 4 2 4 2 S 2 4 2 4 3 2 6 2 4 2 4 2 5 2 4 2 4 2 29&4- th. 38va. 3 2 2 3 2 3 2 3 2 3 2 3 2 a 2 3 L-L-L-L- 3T2- 1�11� 3 2 3 2 4 3=3 3 J3 — 2 4 3 4 3 3 2 4 3 4 3 3 9 36WI5' (Eml M) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 2 2 1 1 2 3 3 3 3 3 3 3 3 3 3 3 3 owMNMJw 2 2 2 It 2 2 2 2 2 1 3 2 3 2 2 3 3 3 3 2 2 2 3 _3L 3 3 3 2 3 3 4 3 3 3 3 3 4 3 3 2 3 ud.r 314M' 3 2 2 2 !2 3 !2 _ 3 T 2 2 2 4 2 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 0 2 4 2 3 2 31�0 lbe, w 3 2 3 2 a 2 3 2 rS 2 3 2 1 5 1 2 3 3 3 2 3 3 2 4 3 4 3 3 2 Overall sashheight. Forcloardayllght helght, subtmt 3-011W, BZe mnge Includea the slodwd P�Vlm (a-cimr-2 codguration) for the Elm WIndow Halght. AR" refers to mMMing Radill. NOTES 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TP-TO-TIP. 2) FOR FIN FRAMED WiNDOWS, SEE NAIL PATTERN ON SHEET 1. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE N� AVAILABLE WiDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE S, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. FROM SEAM 9- MAX. FOR ALL FLANGED WINDOWS WTH c AOURVI!D HEADER,AN ADDITIONAL ANCHORIS REQUIRED AT THE CENTER OF THEHEADER. FIGURE A; SASH CROSS SECTION(WiTH MONOLITHIC GLASS) A By mi; I do ehIal w cc u c H -IT jaz (D Z 2 z M 2 z P gal p ............. Zz 1` 8 V... ZI C) ek: —Z 1-WEEP NOTCHO EACH ENO ANGLEDICURVED FRAME ASSEMBLY 90'GUR FRAKI ASSEM ASSEMBLY DETAILS 'OR FLANGE FRAME 00 ENERS] I -WEEP N=HQ MHENO 900 CORNE FRAIVIF AgS-E-M ASSEMBLY DETAILS FOR FIN F ANGLEDICURVED FRAME ASSEMBLY all.WN,f,N 'RAME SIMILAR In' NOM. GLASS STACK 114-AIRSPACE =NEAL,ED OR NEA 1116"ANR LEL CSR 0 a IVANNEALEDCR TEMPERED GLASS 3110-k 'ANNEALEDOR 118 TEMPE RED LAS, , TEM E ED A T E ED LASS TEMPERED GLASS so 61 62 63 40 41 42 43 318- NOM. 3W NOW. rF - Nam 3V 31r NOM. GLASSIBITE GLASS SITE OLM as SITE GLASS SITE ffF so as f 6 36 33 7 7 7 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 112" I.G. GLAZING DETAIL GLASSTYPESA&B GLASS TYPES 0 & D GLASS TYPES E & P GLASS TYPES 0 & I ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL 1/2" I.G. GLAZING DETAIL GLASS TYPES H 6 J PRODUCT RUV18SD a ildl 9 coda ' 'N' AM01wN. V "o By Mimi 11 All - OR rill 0 cl w CD Z L) oz co z M 2 w z R (ZUDJ f'o, 0 Item # PGT Dw9. Is I PGT Part# Description I 2703E 62703EW FIS1166I ad 2 27518 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 6 2714E 6Z714EW Integral Fin Frame 8111 8 2782 02782W Integral Fin Flame Jamb 7 2708 270BOW SaahBohorn Rail 8 2707 62707CW Sach Top Rail 9 2739 62730W Fixed Meeting Roll 10 2709 62709CW Sash Side Rall 11 27408 742740AW Sash Bottom Lack 12 2785 62785W Sash Stop 13 134 866is Addon Flange 20 1228 61228DW Vinyl BUIb. Flax PVC 70 21 10020 71662OW HeadlSill Gasket, Polyethelyne 22 12n mA- Dile Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Right PVC 24 4086 6066G WSID.187 X.230 Fin Seal 25 2764 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Tak"ut Clip 27 Varlea per SFze— Balance 28 2711 4280OW Sash Cam, Nylon '29 1098 7109OW Sweep Latch, 7JnO 30 1016 7858M #8 X.625 Ph. Fl. SMS Latch Scram 31 1267 71267N Setting Btw% 1/8"It 1/2" x 1", EPDM 32 BOURAK316 Dumasal .31191 33 6DURAK14 Durasual - 1/4" 34 Sash Ballom Look Siding 35 Screen Cloth, Fiberglass 30 Dow Coming 899 Silicone GI=Ing Sealant 40 1025 61625B Glass Bead (1/811 Glass) 41 2719 627108 Glass Bead (311611 Glass) 42 1203 61263B Glass Bead (11WI Glass) 43 1253 6VT48B Glass Bead (I.G.) 60 78`1PQA #8 X 1" QUAD ;�SMS 51 781PSTX #8 X 111 Sq. Pn n Fast SMS .410 S.S. 52 1184 761LHPOA #8-15 x I LH 7WInfast Screw Eno 53 1180 78ILHPDX #11-15 x I LH TWInfWat Scraw Zino (S.S.) 54 7$XIPFTFUA #8 X 1" Ph FI ulcut SMS 55 78XI FPAX #8 X I " Ph FI - Stainless Steel 60 118!'Annealed of Tempered Glass 61 311&'Annealed crTempered Glass 82 IfflAnneeled or Tempered Glass 3 11V'- 1/4" AIr - 1/8" An. or T7-mP- 64 I/8".3116"Air-3/16"ArLAT, 2.10DO' .13SX1 50T. ..6'o. -T 1 .860 082' � 4112- FLANGS FRAME HEAD aGMTO ALUMINUM IA25' L— 050- 2x5W INTEGRAL FIN FRAME SILL 0003-TO ALUMINUM .002, f 1.502, .00X1 DFIXED MEETING RAIL OO53-TBALUMINUM .Dow .0517 FLANGE FRAME SILL 0003-TO ALUMINUM .062' 2XCO- 5OD' .05V FLANGE PRAME JAMB 6013-TO ALUMINUM 050. ffa�ao. i 050' D0 INTEGRAL PIN FRAME JAMB 6063-TO ALUMINUM 050. �j .02W ISO SASH SIDE RAIL 0063-MALUMINUM %IIIJI1, of FLORP . ........... ",,'9Sl ON ""' WItL11R.PZ A. LYNN 1AW .062- ADS, SASH BOTTOM RAIL 603-T6ALUMINUM — 2,000- .962- T 1.125- 050' Ow I I— .00r —4— 1V .On- —4— INTEGRAL FIN FRAME HEAD 6063-TO ALUMINUM .062'� ADO, @SASH TOP RAIL 6083-TeALUMIRAM r ---1 1 .003. 42N 8 4- 1 P,0'3'9� .082-� 1 157. 8 it SASH BOTTOM LOCKRAIL 12 SASH STOP 6003-TS ALUMINUM @ 5003-T3 ALUMINUM CERT. OF AUDI. 1.181., 61*346 ALUMINUM PRODUaRINISM ' us �Pllh% WId% 0" FWd. 8.110, , INO.N. PART DETAILS J ROSOWSK1 HUNG WINDOW INSTALLATION 05/11/1' 200 15*8 11"OFIS 100-8-H-900-01