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WS-17-405 I RQp ! JZUT}J BY: �J t 511"11—DAA— IItVTZ',FLORIDA PRODUCT CONTROL SECTION E F PLS IITTING, PND R ULATORY 11805 SW 26 Street,Room 208 A ty Miami,Florida 33173-2474 D INISTRATION MOOZZ, -'�, T(786)315-2590 F(786)315-2599 A EPTANCE . , `�'� vnyw.miamidade.eov/develonmenb Tec nology Drive North Venice,FL 34275 �, a ` �, 1• 6666 SCOPE: ' t r _• �gu 1 g g .L1,Tei P $'trU.c 6666.. This NOA is being issued under the applicab 'rlrles alid la overnin t f co te3n • materials. The documentation submitted has be ,lt d d accepted by Miami Jam,County P$RA- • Product Control Section to be used in Miami-Dade County and other areas where allowedby the Authority ;'•••; Having Jurisdiction(AHJ). 66660 :*6696 This NOA shall not be valid after the expiration date stated below. The Miami-%de•County. Product •6:6• ntrol Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-,DadeCounty?mserve •••••• �,,t right to have this product or m nal tested for quality assurance purposes. If th3S PId4uct or mdterial • f ils to perform in the accepted in e , e manufacturer will incur the expense of sudh testilag and tha.D+HJ ay immediately revoke, mod' , or stis d the use of such product or material wtthii oAwir jurisdiction. RA reserves the right to voke this acc tance, if it is determined by Miami-Dade County Pre¢jct ontroI Section that this p t or material f it meet the requirements of the applicable building,codc. his product is approved as des 'bed and s been designed to comply with the Florida,Building ode,including the High Velocity rri ESCRIPTION:Series 11FD-101"O in t u Tench Door w/wo Siatilit�s=L.M::• -- APPROVAL DOCUMENT: Drawing U e cries "Alum. French.Door &_Sidelites, ^ - Impact", sheets 1 through 10 of 10, dated /Zre on "D" dated'nRld 4i 12, pi Ppareft by manufacture, signed and sealed by Lynn Miller, E. the iami-Dade Cora`_).Product Control � Section renewal stamp with the Notice of Accepta • It nd a 'ration dates ty the Nia:ri-Dade - - - County Product Control Section. Z O> MISSILE IMPACT RATING:Large and Small Missile pact Re ' ant aLABELING: Each unit shall bear a permanent label with th facturees naiat: or logo,-city;state, m a- model/series, and following statement: "Miami-Dade County Prod t Control Approved", unless the wise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been n 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 Q in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement 7 ` 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 I followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be dobe irt'iis entirety. m INSPECTION: A copy of this$mtir' rlC;A4rltalf,be provided to the user by the manufacturer or its distributors and shall be avditable,for .hispectiotle* V -job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page I and evidence pages E-1 and E-Z,as well as approval c;t„eumen,mcrt:oned abovt. The submitted documentation vvas reviewed by.J&ime D Gascon,P.E. Y y NOA No. 12- 0516.02 i�� y Expiration Date: October 18,2017 Approval Date: August 30,2012 til•. Page 1 a� V PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series"Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P.E. .... B. TESTS •....• ...... 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PB', I 94 •; 2) Large Missile Impact Test per FBC,TAS 201-94%:•• • •' 3) Cyclic Wind Pressure Loading per FBC,TAS V0-*.4.4 •• ;••••; along with marked-up drawings and installation diagram of art AWinum:dt"N*V1ng ..... French Door with Sidelites, prepared by Fenestration Testing Lab jmtery, Inc.•,:Fest ••••• Report No. FTL-6864,dated 04/02/12,signed and sealed by Madhi 1?.Brinsoli, P.•E. ••••;• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •• 2) Uniform Static Air Pressure Test,Loading per 1aBC•TAS 2@2-•-9;• ;• ••; 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 aP.-Minnin nn. outs'wing French Door with Sidelites, prepared by Fenestration Testing L abXatory, Inc., Test w LL Report No.FTL-5212, dated 05/05/07,signed and sealed by Carlos S-Riondif"F..E. (Submitted under previous NOA No. 07-0629.10) #_ ..._. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comp-yirig=with FBC.-2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed avd sealed by Lynn , Miller,P. E. ' (Submitted ender previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia,Inc.for their"Saflex and Vanceva cls ar an;l cglat-lenterlayars"dated 05/05/11,expiringon05/21/16. Jaime D.Gascon'*.E. " Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 ` •" � . - A E--1 i t PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12;sied and sealed by Lynn Miller, P. E. .••• •••••• 3. Laboratory compliance letter for Test Report No. YfL-6864, isst2ed bey Fenkstxalion Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Mai7n;3 Brinson,rf*. E. 4. Proposal.issued by Product Control,dated 02/15/12,signed by Jaitir,p. Gascon, P.E. ;'•'•: 5. Laboratory compliance letter for Test Report No. FTL-5212, isgtlad by Fenesfration ••••• Testing Laboratory,Inc. dated 05/05/07,signed and sealed by Cark"s;S!f tiondg%'V.. ••'•• (Submitted under previous NOA No. 07-0629.10) •• " . . . . ...... G. OTHERS •••••• 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries'for thele.f eries "FD-101 Outswing Aluminum French Door w/ wo Sidelites - L.M.L", approd on 11/23/11 and expiring on 10/18/12. l _ Jaime D.Gascon,P _- Product Control Section Supervlsor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 . . ... . . . ... I NOTES: OUTSWING IMPACT_ FRENCH DOORS)AND SIDE LITE�S2r� ,Y TM •� • • i s•" O Y R tt,�FWrtd� 1.GLAZING OPTIONS: •• -1-6 1 u t6 A.318'LAMI NOM.(.402'7 CONSISTING OF 01)UTE OPN/80ANNjALE2)%,ASS PLOS Ati%D PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM AMC 91 PLUS(1)LITE OF 3118'HEAT STRENGT17 N�D(jCASS. • • • • • B.318`LAMI NOM.(.402 CONSISTING OF 1 WTE400`01/8"HMgr tSTRENGTHENES GELDS PLUS AN.090 PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE rroeua CoaeolS MAXIMUM PLUS(1)LITE OF 3/18'HEAT STRENGTHENED GLASS. C.7/18 LAMI NOM.(.4857 CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PLUS(1)LITE OF 3118'HEAT STRENGTHENED GLASS. a D.7118"LAMI NOM.L4657 CONSISTING OF(1)j RE Og 9/t(3`IJEhT SiRGNC oo HEN GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT SUTACITE OR SAFLEXMEEPSAFE MAXIMUM PLUS(1)LITE OF 3(18'HEAT STRENGTHEN[1D • • •• •• Q N 0 E.13/18"LAAAI IG NOM.(.840')CONSISTING OF(1) Ot,3 �'t-QEdGLASS.1l0"AIRSPACE,(1)LITE OF IV HEAT STRENGTHENED GLASS PLUS AN.090PVB NOA DRAWING MAP � � i 1NTERUIYER OF DUPONT BUTACITE PLUS QW OF i/18'4JEA7ASTREIgMMEMM GLASS. y U 2 DESIGN PRESS RES EE TABLES 1 AND 2 ON SHEET 2. Y TOPIC SHEET O d A.NEGATIVE DES"1QADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES....... ... 1 c `iTIVE DE's"i3 J LOADS BASrD OM�ATER TEST PRESSURE/WD GLASS TABLES ASTM E 1300.04. CONFIGURATIONS,...........I 1.8 w E.CONFIGURAOPTS:X O XX XO. OX? xWX. XO AND OXXO. GLAZING DETAILS........... 1 +• RAGE:747 02 4.2,%STRESSINC E HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES..... 2 4IC THAT COME IP TO CONTACT Wf'H OTHER DISSIMILAR MATERIAM SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS................... 9 Lu J REQUIREMENTS SEE SHEETS 81a a 10. F.. H r "�'N VERT.SECTIONS.............4 W J W -RSARE,NOT EQUIRED. HORIZ SECTIONS........... 5 O Q O I 8.SEALANT:INSTAL (1 SCREW-T,�gA�Ia AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 8 LL 7:121 LACES: e d e a e or EXTRUSIONS................... 8.7 D- op 0 ®`'•EiT:R'EPORTS FTLAW,5212$8884;ELECO ULTRACON NOA:11.0408.01,12-0128.09;ANSVAFSPA NDS-200.5 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................B-10 f/ r DESIG MANUA:I'.a c,t.• '`'` g e3=Ts t!SGF 20DUCT f1AS BEEN DESIGY.eD kTESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDM CODE,INCLUDING THE HIGH VELOCITY 1-- z HURRIANE _0-qS H ICH I F GLASS ABBREVIATIONS W N _ z k9„C�Fjr,URATlS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A.THE LOWER,BiW&£- ESS -rfie&TABLE 1.OR 2.PREY ”. AN.a ANNEALED LU Z r c b°.FULL LENGTH RL IKFORCEMts VT HS.s HEATSTRENOTHENED �j LL�rl (IceM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.•TEMPERED Q z t] r T;A3f.E 1,SW.?eeF,ER TO TACrlET2,SILT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. e- 1 � � � o f � 93 93 ® :g a - 91 N Z) LL 30 30 \ J o z 73 1/2'GLASS BITE 73 �90 � �� 1/2'GLASS BITE 74 1/Y GLASS BITE —�, FXTE --A a 94 .Rldt ,+..., 4 �S UESOR 118'AN.OR , W sa s i HS.GLASS Waw ea 1M'AIRSPACE 3/18'Hs. 3118*HS. _ _3/18",HS. GLASS .090 PVS INTERLAYER GLASS .090 PVB INTERLAYER QtABS 3118'TP.GLASS (DUPONT BUTACITE OR PONTBUTAC'7116R> ' ' r ' 1��II iilrrrrr SAFLEX/KEEPSAFE SAFLEX4(EE.a8AFEt 090 PV8 INTERLAYER 1/8"HS.GLASS �� 1r MAXIMUM} > , a , , .. MAXiturl}tul) r) (DUPONT BUTACI7E) .7,'• �`�.''9Z�`d 918"NOM. ' ' s, 711 S'NC:M. 13118`NOM. : 6•, GLASS STACK GLASS STACK GLASS °- 411 STACK cZ-2'-. u 3/8 LAMI NOM. �(3">LAMf NOW.,. 13/16"LAMI IG NOM. GLAZING OPTION A OR B NOTE 1 Cj GLAZIiV I0TIO,_N :`Z�I�G NOTA GLAZING OPTION E NOTE 1 '%,�4y'* ••• ¢p4�,�` x z x ,s y I. > 1 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES APPROVED CONFKiURAT10NS:• X.&,O.dt,XO, O,)0 :OXX&OXXO M0DUCrR*F* -' • • • . asa�YhS yrw•::. „� (FOR DOORS W/SIDE LIVES TRE EOV4tR Ersoll THI DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: A"'�cwemwrb i REINFORCEMENt IS•R6QUIRED M paqp&S10C WTI CONNECTIONS A.3;8"LAMI(11W A-090 PVB,3/16'lis) t iV B.3/8"LAM!(11W HS,.090 PV8,3118"HS) 1 DOORS WITH GLASS TYPES q 8,C,D OR E C.Ins•LAMI(3(16"A-090 PVB,3116"HS) 7d1wn17�ikThedmt la HEIGHT D.7/78"LAMI(3116"HS-090 PVB,3/16•HS) X VWDTH XX WIDTH 68-m 7.!$3 i • 913/4'. 1 80-95 314" ®E.13/18"LAMI IG(3H6"TP,1/4'AIRSPACE.118'HS,.090 PV8,311("HS) D 71 3/4 +25,a 5e0 X75.0 -75'0 +75.0 -75.0 +75.0 -75.0 2.COMBINED DOOR 8 3t0E LITE WIDTHS FOR TABLE 1 OR 2. j� r � i • MAX.OXJXO WIDTH • 731/2" N O VNDTH . • kE SIDBLITES WITH GLASS TYPE A MAX,OXO WIDTH=1091/2` 'S U t 27,3/4" G +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 MAX.��=1a7 3aa" U) � d MAX.OXXO WIDTH=143 314" z ire 36 1,'3. +75.0 -15.0 .+75.0 •75.0 +71 A -71.4 +67.61-67.61+642. -64.2 �I � • 36�3�/4;" 5 75.0 -75°.0 +x1.9 -74.9 +70.4 -70.4 +66.8 -66.6 +63.1 .63.1 3.SINGLE DOORS 33 SW WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1tir p `.c E• s WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 8 f 0 WITH,I SIKGM SATE LITES VNTH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE, W J +75.0 '/b.t; X76.0 -75.01+75.0[-75.01+75.01-75.01-75.01-75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI•DADE COUNTY. 0 O Ti+ti•_�'2. DESIGN PRESSWR513 EOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: to p ``Ar AROVED CONFIGURATIOtlgi-oX,XO,OXO,XXO,OXX&OXXO �J a' cel e�s a r=_ F�(.A FROM TABLE 1. g (0 O <.GT LOUVER DR FOR THEL ?OE2'OR SIDE LITE PREVAILS.} oxo WITH GLASS TYPE A O w O v/ REINFORCEWENT IS NOT PFf#t.II,RED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 21r 593E LITES DESIGN PRESSURE_+67.6/•67.6 PSF W Il� GLASS TYPES A 8,C,D OR E p q1 " •"' : HEIGHT EX.8 FROM TABLE 1.OXX0 WITH Q Ltl TYPE A 3C WIIli}'H XX Vk7DEk; 68-79 3:4" �-83 3/4" 87 3M" 91 314" 8°-95 3/4` WIDE x 85"LHIGH DOUBLE DOOR WITH 36112"SIDE LITES a T ZZ t; i( 2° 25112" 40 41'W' +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.a 1-70.4 PSF N t9 m i 27 1/2" 513/4" +54.9 -54.9 +51.8 -51.81+49.01-49.0 +48.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. p � Q OXO WITH GLASS TYPE C 291/2" 55 314" +51.7 31.7 +48.8 -48.81+46.1 -46.1 +43.8 -43.8 '41.6 -41.6 30"W►DE x 87 314"HIGH SINGLE DOOR WITH 26"BIDE UTES 28 31 1/2" 5D 59 314" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 DESIGN PRESSURE=+43.61-43.6 PSF 28 331/2" a 633/4' +43.11-43.1 +43.1 43.1 +41.5 -41.51+39.31-39.3,+37.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C hid 351/2" 67314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314'WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES 3° 371/2" a 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -(4.01+34.01-34.01+34.01-34.0 DESIGN PRESSURE_+43.1143.1 PSF •`I FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH 3 O WIDTH CLAS$TYPES B,C,D OR E 6.REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" 1 +75.0 -76.01+76.0 -76.01+75,01--15.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E.SHEET 5 FOR REINFORCEMENT 123/4" +75.0 -75.01+75.0 -75,01+75.0 -75.0 +75.0 -75.0 +75.0 AMC Ii 9ETML 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 31.9 +59.(? 59.R e; '; ; } ,' ' } °w¢•'' �y SINGLE }---., SIDE LITE 213/4- +64.5 -64.5 +61.0 -61.0 +57.8 -67.8 +55.01-55.0 +52.4 5^a•i'} i i i } , = t o = o':,'' Q 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 •44.7 +42.6 -42.6 =y`• i` z �.� 4ii4r p�= 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +352 35.2 +'4.4 r{e4 s i Yy'� $ v' Gj�. fL 363/4" =+34.0 -34.01+34.0 -34.0 +34.0 -34.0 +34.0 -34.0 -1 --J4.0, J; i ' >3 Y ) �'•� �b* 0�7.` M 1/2'MAX.-- ••r 1091!1"MAX- -----+ — -143 3/4'MAX- -- PROD11Cf RFtYFA • 303/4• •• "— • 314' 38 314' 3631,"_ r mmPtYieB TvilA lAe PbcWe •I`�1A C. �# :• _MAX • —SEE NOTE 3136 MAX.—� �—MAX. —�__..� SEE NOTE 3— --+f--M". � »P�'�5110.D cl 49 ; 000 00 0 0 49 41 • 0 :.: :. '. / Y O ( ept l Q p i �E Er JE Ef VXNA JEt1Ux Q _X AC . 0 u) LL Q t(5 O c (;,a FEE NOTE R.cn. —q`e e SEE NOTE 4OXO SEE NOTE 4 SEE NOTE 4 OXXO 4r1 SEE NOTE 4 O CC[[1iv M f !!:(f5!• t (-C E;G 36 314' r r.(''(?[ 71 314`MAX. MAX c c,orce 240116"MAX.r DLO(TYP) 33 518'MAX. Z (° e c ..._, 8 DLO mrP., IG G °z 0)) Z W 49 MAX. 49 41 a N w O HT O Lu TYP. Fp-) 843(8' 'o l" v DLO -) DOOR 40' DLO HEIGHT -HEIGHT-11318" a (TYP') DLO WIDTH X' -DOOR WIDTH-12 18/18' ;i D+ iD CI C f i'LQ 1F DLo WIDTH xX�-DOOR WIDTHIM-11 St18" X J 1 /,.c71 SIDE LITEOLD HEIGHT=HEIGHT-11 3B" ��A _ ,XAy_� � ,^; ' . DLO WIDTH =WIDTH-3 il6' :� I NOTES: 41 r 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. _>:u� ` 2'FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP'X'AND')DV DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO','O(C'OXQ�0c O','qXX'ANg'OXXO'CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR 3�E LITE TO DOOR CONNECTIONS(SEE APPLICAM ITY FH€ET 2)1 ( a T / r a �i �qy...... 5.CLEAR OPENING FOR'X'AND 7OC DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) *r t t t L-_1 +} r f r r a( + s r 7 1 ) I r } 1 1 ) . • ••• • . . ... s 3 .. I • • _ PRUWO'R6�1WD 'jj{n' mo • • • • • • : • ueomNY1°B ' / • • • • •• • EXTERIOR INTERIOR r S Mtw" • • •• •• •• 10, 1 2 •000• • • • • • :•• • n o } • • •• •• f4 AT HEADIJAMB ~ I 37 . 4 60 O Q f,x,w c a. 65 AT SILUJAMB a N D. r o «. CLEAR-COLOREP p' p f' x: x. SEALANT —� fq c EJCTcG'i`�t INTERto {L •t— "f 62 z UJI 63 J O x ( x � I; (• ® corn t lL (f( f t+ I \ /) O rl 0 U) 0x' b• 0 z rrrrf . f f MAX. O� I... z Y ADW e" MAXDOOR �O' SIDE 62 QLITE u Z HEIGHT HEIGHTQ Uf � U, r N U �" O ® QN I SL VIEW G-G d b 30 CORNER ASSEMBLY ---- 1!y 1.4$9 s ( # # �• b s:z_�. 13 DOOR SECT.ASA , SL,-5ECT,.B-B VERTICAL } �iERTif � # t } ] I t • t i i i# t • • • • • —ate� • • • --MAK XV WIDTH= con*y":Amlhaskit" $vI1ditCo& o •o. • • •• •, tda I�.O 17 • I • • • U j ii-F,f,f f . f:• � C 4 DLO XXSECT.CSC DLO, 31 F C 36 34 cy 4 g44 6 45 6 HORIZ. i W 32 es t J uj t<C C FA-- ` C' MAX.W WIDTH— — 20 fn e O !- 4 F YT.R ll. co f4 00 O S•� ILI Z 1 in efc s s1 U' O O ono•r. ._ z �" O N W 0 INTERIOR U W U O F t t4N r, a S N 46 21 � "DLO 'X'SECT.D-D - a 5 HORIZ. �� n z a 67 SPACING,SAME AS JAMS ANCHOR SPACING --MAX.SL WIDTH--� (SEE'SHEETS 7,8AND9) hlk- MAX MAX.8L WID'?H 3 .r. •- i i ! 3 i i ! ! ) A 3 MAX, "`V••' • ••-y�i 4 f 1� DLO .�.2 SEE TABLES 1 AND:l Alert i i f! i a e i �r�Q+-j = A NOTES ON SHEET51&2 _ R62 62 FOR APPLICABILITY j e 0 SL SECT. E-E SL SECT.IF-FF _ HORIZ.(DOdR W/SIDE LITE) 'HOR,IZ. (SIS;GLE BIDE LITE) TEM DWG# PGT# DESCRIPTION ITEM DWG# PGT# DESCRIPTION i 1 9436 64411 FRAME HEAD ,,, 8D 9200 6920D SIDELITE HEADER - 2 1010 •6Q309 S >ia99 X.375/11tH 61 9210 6921 SIDELITE SILL PRoDurrw WWeu r�W7�8 wtih Jn FIw.A� - 3 7070 • 7 0 • OULB•Ytl A R IP•l87X.300HIGH 62 9166 60381 SIDELTfE IAMB Baw�Cca- t�_lost p O 4 955 • $9550 L BLT STRINEPLATE �wm ` 1 63 1165 781PQA #8 X 1.000 QUAD PN.SMS cy am s7 I-F leo 5 938 • P PT.LOCK STR LAE 64 998 7998 HEAD GASKETS(STOCKING#70998 ` ' - 6 %6 7956A FRAME HEAD SMKEPL.ATE BACKING PLATE 66 999 7999 ISILL GASKETS(STOCKING#70999) j 7 7832X12FPXP #832 X.500 PH.FL,MS-B.S.W/SILICONE PATCH 86 934A 61641M ISIDELITE JAMB ADAPTER 8 995 7 •! SKEi[BE2!eEf AME JAMB 67 #12 X 1.000 SHEET METAL SCREW i 9 998 70998 • •FILM T E EEN HEAD 8 FRAME JAMB) 70 712653K SETTING BLOCK,3132'X 1/4"X V W/PSA,85+/.b DURO, N O j 10 9a2A 6 16• • A TER• 71 71267K SETnNG BLOCK,1118'X 1/Y X V W/PSA,85+/-5DURO. X 11 11000 6110SDM' IN TFLR%HfiED 72 4222A 64222 BEAD,7116"12 1870 6 70 350 R F FILi.T SLOT MSBURY#3TO11} 73 988 8988 BEAD,3W O Q 13 /1004A 4M 81100OUTSWING THRESHOLD CHANNEL COVER 74 40676 84067 BEAD,13/18"IG o .- 14 A,, 411001A ACETAL SPACER.065 . HOUSE INJECTION MOLDED) ® 90 6OURAKI4 1/4*DURASEAL IG SPACER D[ 15 11D02A 411002A ACETAL SPACER.095(N4 USE INJECTION MOLDED 91 STP248 B L8,THIN SED IPI EXTRUDED BEAD) - N e a a a 18 1 dbV—A11003A=ACETAL SPACER.14 HOUSE gJJECTION MOLDED) 92 986 84986 BEAD,INTERIOR H .�- ` f 91 0380 20 UTSWING} TRU F12AME JAMB(O 93 1224 BTP247 BULB.THICK USED IN EXTRUDED BEAD),65+1-1 RO. J j c f i i c 21 10111-` 300 + S .,Q-LON.1 .376 LGH 94 GLAZING SILICANE,DOW SW OR 983 U9 W 22 6808 66508M � INFORCEMENT,1.000 X 2 750 X 0.660,6061-75 95 GLASS.31B'LAMI-1/8'A..90 PVB,9/18•HS 0 I { + 23 1140 78X112PSAT8 #8 X 1.600 PH SQ A T/S 96 GLASS,318"LAMI HS,.90 PVB,3116'HS d et1 O I 24 1 tl ?1048 JAMB SCREW COVER CAP 97 GLASS,7/16"LAMI.3/16'A,.90 PVB,3/76"HS r 25 930 * 41721N Oct* STRIKE PLATE INSERT 98 GLASS,7116'IAMi-3/16"HS,.90 PYB,3118'HS P s 1118 -MOX34PFt,s c 110 X.750 PH.FL SMS 99 GLASS.13/18`LAMI K4-3118"TP,1/4'AIRSPACE,11W HS,,90 PVB,3/16'HS Z Q 27 7670* d7070KJl8 WEATHERSTRIP.187 X.300 RGH 103 OFF-THE SHELF IDEAD BOLT LOCK p 0 z s s +e s- 30 9100 8910 DOOR PANEL.,TOP&BOTTOM RAIL LU � 31 911E 6811 DOOR PA L,S! E RAIL I ¢ 4-case 32 91F •• 7FRMOa+EcHINGE Q W t- c 33 1 c71058FPW,B, A 0 X.625 PH,F1 SMS7 j o j t a e+s 34 91 78M a YAUSS CLAMP 360 tl I 35 1.11)` TRO 6116.18 D D 055-�-It� Q cov p Ly UTA GIB-19 FLANGED HEX NUT p d 37 910 6W79M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD S 38 1834FPT #8 X.75 PH.FL TEK 03 CHANNEL COVER 39 997 70897 GASKET ETWEEN PANEL HEAO/S1LL&PANEL STILES) 8083-18 40 1023 6792AG WSTP.,.187 X.250 HIGH,FINSEAL �WT 920 41720 SLIDE 00 L ASS Y.(INACTIME P ArE L ONLY � 2 1145 76X12FPAW PH FL SMS TYPE DS 135 43 1212 7P3DGG 9ILL DUFT PLUG ONA07WE PN 11gl 44 9838 6983 DO PANEL A TRAGAL 1�� WWG p 46 19a48 6684 DOOR PANEL ASTRAGAL 2 OUTSWM) � 2.750- 13� 46 1213 8Q200K WBTP.,Q ON.190 X.2DO HIGH 47 929 74UBL-O LOCK SUPPORT ASSY, 41707&41708 48 !JWO 7634F #8 X.750 PH.FL.SMS 1.000 40 982 FD2PTAY 2 PT.LOCK ASSY. r:--- � f ;, �,•, . ,�, 3 50 6R181)FS RUBBER SLEEVE850-+�4 t 51 930 41721 STRIKE PL E (INACTIVE PANEL } '— y , .125- 62 931 7FRSPX DSOLT S IK PLATE y } .e t ,$ ' TUBE MULL 0:0 53 1118 710X94PFA ~►10 X.750 PH FL.SMS �2 6003-TS ,. !` m 64 957 70967X HANDLE STRIKE PLATEr' �� 56 11118 171MV34PFA 100X.750 PH FL.SMSIL • f a a a a r x } , rl Jul liit111 y Y } 3 t 1.75C►_ • •� „��1.760- • 1.750-- 1.750 racwucraBNsswap • • • • , • 1 ±u ccmptring.ddr'km pw'& r , • • • ;-:; • __ 1.620 "�- • I•• • • • •i• • -1.480- 050- Acapm ceNu #:? � .250� �- } „ ♦w• •• 4.625 • 4725 •, • • • • 4,726 4.72Fi 37 WEATHER • •• • STRIP CHANNEL .082 -•- • • $.10D • • • 4.100 .082 - .062-- 3.000 -.050 6083.75 Y r 4 4.000 • • • • �24 Y• 4.875 rn ;4 h • • 4.875 _ 0.375 o n 4.100 O n ¢ 40 L t s DOOR FRAME, 2.125 125 `L JAMB 606346 J t e « F DOOR PAN_L r DOOR PANEL TOP BOTTOM RAt� r DOOR PANEL DOOR PANEL 3� SIDE RAIL O ±•« 8063-75 "«c 6063.75t}L{ INTERIOR ASTRAGAL ejj EXTERIOR ASTRAGAL HINGE N Lt. c 4 t t o : 8083-T5 8063-75 � �)2 6083-76 � et1 I C3 e A mm e 9_855-,3.111 r 125 i 558 I F•-.525 d O ±' a •s 1 s 750 .060 683 450 O d Z .883 172 i k 1410 050 +* r` -.050 .{�."_.1, g Q z j# Z e[ TRUSS CLAMP 318" AZING BEAD 7/18"GLAZING BEAD 683 ' Q O w .- F F BHEA[7ADAQ#ER 34 6083-T5 0063-T5 6063.75 3.000 cV LL 1� i a:hcr::.tm C. mt�;8m-T6 tea: i is c: 3.100--- t.,,�_�.. •..-� - _...----- --+-� 1,092 � Q N I - IG GLAZING BEAD F a lw Q r � ! 1.479 SL JAMB 4 6063•T5 0 U4-T J. 22 6069-T6 � 1272 1.476 ` 8 1 1_. .830 060 6.459 '076-- 5.212 HRAMir MEAD 6.085 pp i � 6083-T6 • .--.075 S x •4.588 j r 1 !._ 2.980 \�\slllliil/+fff 3!N 79 1.489 s ND ' },^r-er-I S s s .050. \\\�>>* 2�$ a ± SLJ TOUT&WING THRESHOLD SL HEADER SL SILL B6 ADAZv PTER s 4' co y C 6063aT8 s0 6063-78 i ± r ' � 6008-T6 6063-T6 Y�' i y �jff 1`,�'.y.......•'�O`\\\ 1 " I I HEAD HEAD _ HEAD HEAD HEAL] HEAD t--ZONE'CT--1 �Z(21JE"fl� 7"a IV t--ZONE'E"� f yZONE"D"--tZONE"E'1 t �• ••§--.. � :�—_— _— __ _ __.._. ..__. PROLtICI'RHN[aVF.D I • • • :.• • _ • a comoyin wid,Nie FiIWWO �f (E Aenpmwe Tto i��:1��• • • i • •.• • • •�• �'• • i i x=MINIMUM JAMB ANCHOR f3i�kyin.md a LOCATION. i U N utt Cantu o1 • ;. •_x'G •� o O z XO OR OX z _ • s• — O -r ADDITIONAL JAMB N p m i i • • • • • N N OR ANCHOR LOCATION, Y m • • •• •• m w �w� EQUALLY SPACED AS REQUIRED PER TABLES O Q 3 7 ON SHEET 9. fn y 1 f Q & u5 t $ C ata sic �ZONE'C'F-- •c a-ZONE D"—T—ZONE-D"_4 ZONE"E"Y�-- SILL __4 � SILL t SILL 4 v$ ZONE'Ir ZONE"E" Y Z N LL a SFE TABLE 3.s`,�`.9 �f'(e e f SEE TABLE 4. SHT.,9 SEE TAN3LE B;�SHT_8 SEE TRBLE 6. SHT.9 Z O oN! O r I E47 w ., 't HEPP c s�c HEAD HEAD � HEAD HEAD HEAD EXAMPLE ¢ (n Q a °' c er E�LONNEAD.ZONE gie� rZOtdE'O`�ZONFE"—}-ZONE-I ZONErZONE"F"ZONE„F„---}-ZONE p Z 4' _g _ i •E• f "E' f I •E" AN_ CHORAGE SOLUTION W o Iu v' i • � E c C k 9s i --y--._ y��yp._._..._.M' 9kak_._,_..y...—dt...._.R__"k._ FOR A CONCRETE a w _ fYo f 86: r: b¢ OXXO INSTALLATION o z a e �. N a t A,19'x 833!4"SIDE LITES'B'AND N UJ LL o t "¢ ss''��/�,c z W zWOX?�QOR (a Q� �o 'E'ZONE ANCHORS FROM pa„o vl f N vJ�V z O z OXXO z TABLE 7,SHEET 9, Q N NN S PLUS; p i€ — w ' B.71 314"x 83 314"XX DOOR ZONE 'F'ANCHORS FROM TABLE 4, SHEET 9,EACH'P ZONE. g jSEE ENCIRCLED VALUES,SHEET 9 30LUTION: ( t SILL.. SILL 1_ SILL._..SILLuiLl »i-._._,,_._..' ' -... . � Ill p+ EACTOTH�JAMBTYPE i OR AND2+B+8*�14 5SILL { ZONE '70NE"F" ZONE T--`ZONE"D"��ZONE"F"4ZONE4 I-ZONE - SILL StL.L ZONE { TYPE i OR 2 ANCHORS AT HEAD ZONE"F" ZONE"F" " SF_ TABLE7pffL.I E SEETABL 7. SHT.9 �+ "E" � "E" "E" AND AT SILL. SEE TABLE 7,SHT.9 EiiIAMt"LE C gy�CHC`FA E FORA 71 311'x ts_(3 4'M DOORS .=ANCHOR LOCATION FOR } ,W'Ti tEk SIDE LITES{SEE SOLUTIOAI AT RIOHT� EXAMPLE ABOVE W NOTES: =i# ® ; •4r' - t:`� 1.APPROVED ANCHOR TYPES ARE: 1.1!4'ELCO TAPCONS 2.114"ELCO SS4 CRETE-FLEX}MA§ONAY ANGFiOR3 13,wit SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETET SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JA-k4A ALL:13114'MAX.FROM CORNERS AND 231/8'MAX.D.C, =n _.�.. I HEAfl 8 SILL OF tIORS:8"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CEttTER3 A'QD 2q`J$"MAX.U.C. JSP' , �� .i I HEAD 6 SILL O�SIDE LTTES:8"MAX.FROM CORNERS AND 24 3!4'MAX.O.C. Q� 1 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN RE;rR TC,*THE APf;Fi( f'W TPj8Lt:'S,Of+F�(HE�T 9. 411 �*i i I i I k o 1 i ti f 1 TABLE 20: ' ltem Dare,N Daeed on 6uarlal ASSEMBLY DETAILS 1 7M Maln Frame Head,SIR&Jamb 8003-T0 Alum. 082 2 7071 Mawr Plate .- �NuM ALL OETNLS SHOWN FROM THE INTERK)R NOM. ,tom• 7}f- a 2.01P .__. ? .126' -."r I t 3 7003 Sash T Bottom$Side Rail 6083-TB Akan. T 4 7006 Framot Corner Ke Steil 8� •082" 2.701' 5 70M Sash Corner Ke gtael t1�(� 6 7078 Frame Gasket 1 Foam •------�----- NOM. 1.169' ._,. .062` __.L 7 7072 Sash Corner Gasket Yrrryl Foam 2 139, 8 7070 Bulb Weatherstri -187":.275" Fha FNC 711 2.784' -- 10 7024 Maxim will-Point Lock $test 11 702& Lock Plate Step SASH FRAME HEAD, SASH TOP,. FRAME 12 7014 Multi-Lock Keeper sled AS REOMED PE1t 2 CORNERS 0 §ILL&JAMB /99T_TOM a smE 71�ASS�FMs1 Y TUBE 13 7013 Tte ear Guide py,� TABLE 3,SHEET4 - --- #7002,6063-T6 #7003,6063-T6 #7004,8083-76 U 7015 Tk Bar Assembi Stell a 88 L 15 7028 Maxtor ad 0 rotor,W Wcy24" 8tMl 1368' j 16 7027 tkexlm busl Arm Operatorr W Watt` Steil I 2.203" +- n� 1 17.-7430 ratwGasket Vir114 Foam C7.} 0 n -41.000" �C�y�1�_ 1� 39 7031 Operator Backfin Plate Stell <-. .423' 9 �---}r- 19 7051 O rat or5paoarBlock ' 4 J i 20 70132 SnMx�1 n-• — - C3 �1 I FIXED 093 J I £1 703 0 erndtYxKiSlider OtlJAr�Mj Bloc 2 ANCHOR PLATE 60 SCt2EENFW4ME ADDONFLANGE 2 E ress Hlnr;e H. t>u r .nuf. �ruth Stoai #7071,8083 Te #7006,t�63-T8 `' #134,6063-T6 ----- _ 23 7060 E suit Qiti3C.ha HQ Menuf.b Truth Steal 24 Snubt er AnO-V6wout CR F 81101 ' 31,. Ours Seat S r .a e 4 r Steel 1 t2. ak11kT Setts 1 132"x 16"x 74`ac EPDM -� 5.9 «-{ }..-L I 33 1 0 Setd 81&ik 732 x 7 16 /.' EPOM 88 .060 ►li.j_ 47036 LamiBeadB 808.176 Altim, �. 36 01w, Lams e 8083.78 Alum. z7 700 Laml 6e&d 0 -.pi:Alk 808&T8 Akan. 1 1 t Bus Ws tp 11}�Irk) _ ��. Flax PVC 70- BEAD 8 EAD C i 39 1225 Vin fOuib Ttki n €r Flax PVC 70 .•e �5� #7036,8083-76 _-v "4�<t s €1 #7042,6063-T6 DOW t-°-_'faekbeddina INTERIOR 60 _7W6. Sere o Frame e t c E 310414 Alkan, O z. €-—s— _ I{+-�I - Screen .ott�°fKOY PohPWxAane s � . I I 172 1 62 ScroettCloth • Flher#tasa 53 1635 Screen n u EM.F'VC 4 64 320 Sacen S S A—A is Steil .670` 71 131 Add OHF a eaa3•T6 aDn1. FRAME 7—.4 �- { 7J 7004 37 FE�� ne Assy Tube 11009-T8 Alum. - 8w x x 1!2•Ph.Pn,Malo,,sir TypE B $t*A a.Stow CORNERS gEAt)D ��- StalNga Bted #7054.8063-T8 eI$I,NveU aeom yl aueklpo 82 #8 x S/S"FI.Ph.SMS -$-iww-all Rall FPolilts Oat C r 831 #8 x 7 8"Fl.Ph.SMS &fes Stow "to q. " .�` LYNN <<r •t,d oule Nt)Ax-84 #Bx 1 FI.Ph TEk 8uWaee Siad V d17 Ali E:w. .', Oct.rrC ON M VolI sMrw BS RSx1"tluadPd3M3 StaNpa$lMi a' r�� .• 110E�SF�'r6g r C i BY. 41' / } 86 "X7 1/2 qwd Pn SMS StaNas LOad : a t r { i d •• a• r sy Harr • '87 #IOx1/2'PtLPnJTEK SlalnleatMod ^ a • •3 J a f } h as 0 e a 89 #1424 x9/16"Ph.Pn.TYPE F StAnle"Sled a _ a , a. 1 a -� 90 012x1"Ph.Pn.TEK Stdn4a.Steel =� 1�►3 ;'r�` •• B AtJO•CbR�IFR,ViEWS a..s�: STATE or 'i, 47, J ROSOWSKI ��,'•.• �. �` 1010 rECNNt)k..OGY DRIVE rat: s f r��lC�v'•?LOR�t?�•'��y`� a N VCNtt�, FL.34215 got*: 1529 �CASEMENT WINDOW DETAILS-LM&SM 08/08/12 r 77j77�r3; ;fa•) r 1 M71s. 144!4• usya. Rao a. 944.Y..L ' s �r "!F AUTM, 02 6 �A-7116 .f1T°,j :10 OF 10 MD-CA740-LM a s a ♦ 1 4 r z � r y 8 a a s '.i 1 • • • a•a • • • 3 S 3 > ; o r 1; i a • • • • • • • • • aaa �• as • • • 44.44 • • aaa • • I ' TABLE 17, _ FOR GLASS TYPES: Deelyn PresetAe Dopar slrye W n0an, Anoka G,au9e 6)718"LAMI.IG:(3116"AN-114"AIR-3t16"AN-.090"SGP-3116"AN) Opp+o+Nleeeoey yl•t+Nihlaw, - •• FMrhi" n.Cal+ • •� • •• 8)718"LAME.IG-(3/16"T-114"AIR-3/16"AN-.090"SGP-3116"AN) tht„ DOma1 ' ager 23•I 4615It8' 27, w 334i • 2E �7' • N�sAII O Ae 1M,AKi under23' .94.130 I bol-130 +94.180 _ •BDIi30 1-+96CIjo + •130 +9N•UO �eM' I 25.131,8' .94.139 49a-130 wDlaso +tNM-190 *94-130 +9oF,30 Br. 1 36-W .94.130 +94-130 -90l-130 +00030- +901-130 -M-130 .w_i3o WINDM 4tr .td-130 .901-130 '901"I 0 +98'-,30 -901-130 +M-13D -+Wf-130 HEIGHT ,30 +94.1 1 130 + -130 •➢0!•138 .001.140 50.6111, +94.,30 ,94_ L.. 00' +94-130 +901-130 •94-130 +90.1.0• IA1w-wo + •t + t i OY +94.130 +901-130 +90f-130 + ..tX "a 9•90.1.10 «t4q3DO -4 t-'•- J tNgTel 1 7T .94.190 +901-030 +940110• s90L,31L 'Bip-m , q +94-it5.t G7 I 79' +94.130 +90MJ0 +84-t90 H4.130 •901.129.2 +94.1101 +OfY-09.6 SEE SHEETS 1 84 FOR WINDOW ANCHOR llJ +9W-13D +94.130 494-130 �Od•,30 194.0 18.4 LOCATIONS AND QUANTITIES. .� .Q 06 i z r TABLE Onipi Pressure 9nst)for Whdar9 Atteth cl to 1 VpAKW Flame Assembly Tube Ur J r t • 'e T + O W E w 1�s. �_^ wXtmwwmh _ .. .,� � Q O 1! + w-*23' . 9: 2615rt8• 27.314• _ 30` n1tr 3V 3r o a a ! O r r c+e 1 '--e s s ?ha GiouP . Anchor WaW Anchor C W Anchor Group Mchor Gray Anchor Gmup Anchor W9uP �t +- A B C4 V, A 8 CAD B A,CAO A B CAD A B CAD B A,CA0 A 0 GAD WQ' O rL uMx 23• +70140 +]4.90 4701 ' 040 +70140 +74.90 •74.00 .744D •70.90 •76.90 +74.90 _+701.90 +10.90 .701.90 •7p4D +70140 .701•FO .704-g0 .701-10 4M4 W Q Q 2346t7t1 +74.90= -90WD •70144 +10.'.90 +70f-90 +70.90 +70140 +701.90 .Iv4w •74-90 +70'-W +7440 .101.90 +7pAo +70'-9D 476-0 ,701.0 .74.90 +74.9D 4701-90 � •706W +74.0 +74$1 476.90 +74.80 +701.90 *mm +701.90 +74.90 474.90 .74-90 +76-90 +7V-9D +701.90 +70-100 •701.90 .74.90 .70-0o _ (1] .� 019" +74.73/ .157.3 .]490- +10-00 +f4M.8 +701.90 + 40 •I440 +YO'•80 +74.90 +74.87.8 .74.90 +70'•90 +701.0 *701.0 +T4-W •op ♦74.90 .74$89 .70140 Y Lu L. 'd"' 4/114.3 47440° •.401.tID +!$1.4 •7040 +70t4o .7010 +TtY•SO +74.0 •74.812 4700140 +700.90 •74.90 •74-90 +701-012 +701.90 •70f40 .74.84.3 •M40 M 0.1 N•56.5+g +/-45¢1 ,701 +700.410 +!.Sit +70'x11,2 _+701.90 •70F.Mg «74.90 +701.84.8 +7470.2 +74•tj0 +7480.3 -700-78.8 T4.9D +74.752 +71X-50 +701.90 +74.71.2 •TO'-90 O w % " +1.55.7 +!-U.8 •101$07 70'x13 +1.49.3 +70•]7,3 +70740 .70-72.3 +7010 +70/ffi.3 +1$54 +701 +74• - +y . .g .��. 40 78.5 •7474.9 +70'•90 .74.71.8 +701.90 •T4-t85 +74V8 +701.90 ww V Y Oto t!1 W •'• s 5 c. j € t. 1ITMAX TUBE. Y _ 2 W9tpn Pn4sw9 Orap for 1N9ndowa Akegtad to d 1H"AzaKil Rema AsareM7 TW» Mpwm r` e j WWOW 15&fN w9 w� n FRAMs tEx1ItT #.,.. G! '":• j miter 23' 25.75ri8' 27x14" 3t1` ..33112' 35" 97' A !1 FEljGH1'7 ASSEMBLY LQ�__ . Q_W OR" f3rotp amp Grasp ,group ADDIrICINAL Ane}ta a•up AnoMt Gro6p .J..7«:,. T� "` NCOM H -,•r 9. A8 All A9 A9 8 A,C 8 D A 0 CLD A B C A D -WMA- 4}IF REo. � u UMkt 23' +74.90 +7014D #701.90 470140 .70/$2,1 .7440 +70140 +701.78.8 +7440 .4910 .7474.3 41440 }i ADMTR*K SCE SHEETS t 8 4 FOR YMNDOW ANCHOR ...... t•~ '�, Lt ATIONS AND QUANTITIES.WE SHEET 1 I i I 1 28d5OW .74.80 _+70140 +74.90 #TOW +7W.W .JSW w740t.8 .7440 #7440 •7014 •70140 +7440 70AOICy REO. 9FORANYADOtTtONALANpiORS Jf8' •\>>� .�4YNN dl�///r �e $8 74-00 #74.90 +RM40 .♦7440 *74•W�. *74.90 +7440 +70140 +7440 +M&W +TOMO + .90 REQUIRED FOR THE FRAME ASSEMBLY t y, 48• +lOhW +7490 •740 +701.0 +7440 .7440 +701.80 +moo +YW40 +7 #. + jpyq TUBE. tOENSE�• •• } 1 BDdK •.70140 .7040 +TOMO +76.90 +m40 +70.40 .7440 +7440 +7440 .70,00 +T0•-B Y+'d-9"; a =1 _ ,'•'>k t0" #7040 +7440 +7440 +7440 +70'40 +1490 +7440 +701.0 +TOT-90 +701-W +7u9 r� +r t bWJHEE131 84 FOR WINDOW ANCHOR = *7'• No.58705 _= { W •T4•W .70140 +74-00 +7440 +70140 +7040 +70.041 +70-00 +74-00 +70'e9'] 't7'7-•0 t'0140 i L�CAt'1ON17 CNM/TITE3,SEE SHEET .p !1 3 OR ANY ADDITIONAL ANCHORS n `^ 72• +740 +70140 +701-00 .74.0 +74.90 +70140 +7440 +7440 +70140 +74.0 +7440 •70140 REQUIRED FOR TF IE FRAME ASSEMBLY t_P_ +7400 +7440 +1440 +70.90 •70140 #70.90 +7440 +70!40 +70140 +7440 +7440 +70-W TUBE. Q STATE OF 84' ♦70140 +7440 +1440 +7440 +7440 +70.90 rr T •'•.FLORIPp'•G'��• r S?Stlfg • r ~�s a 1 , ,; , ' r///,SIGNAL E 1" i)SLE SHEET 4 FOR AODRIONAL 8M101LU CoNFfM11RM10NS. + + # r a t + e > m r t 1 l i r 1 lit i t, o f 1 r 9 ! • Y ? a+ P s A.L'rlW MtlER,P,E• I 2)SEE SHEET 1 FOR SNUBBER REy'WREAE!(18. ! ! a t 1 • + 4 . P.E,It titl706 t • , j • • ! TABLE U: FOR GLASS TYPES: Dabyn Prat4aa 9dtq b7 SIr*l Wmdowa, ArwlwrkWups 5)718"LAM).!G:(118*T-7/16'AIR-4!8"AN-.080"PVB-418"AN) n0 p m•,4 a,c.: I,I11 y E,t1A 1Rp • • • • • •• 41a,W4:i.,{41;.ry Cala Dat+. r NhdorAMdNt • •• • 11�QA9, =t�17' w&r 23' 2516/10 211874"• •30' 33/2` �` x17 ) - w4at23' +7&40 +743.+11 +7 ♦Ih"fto 410041 -0 8D + -90 WINDOW 251b/18' +701.90 +7&-00 +7&4o +70140 +7480 +7&-00 +701-00 . HEIGHT I 36.3/8' .79180 .7&-00 +7&iq •7&8D +7480 +7480 +7014D 48" +7&..qo +743-00 +70/80 LAW90A +701.60 +70140 50318• .7d•9D +7480 .74345 *70590• •7di0 • . ..Aj• --4 YANow 1 ._ 60• +00180 +71580 +7&80 r 7&�0 +'W4141 • +7&446 STN 67 +7&.90 •70780 .717.0 •.70'40• •701•j7.2 + •7&-79! SEE SHEETS 1 f 4 FOR 72' +70180 +7&•90 +7& 5 ♦ -01. +�r.70 +•OJ.�.p••+6�,�. WINDOW ANCHOR LOCATIONS AND QUANTITIES. lL "da' 76" +70180 +7&.90 +7&-66.3 +701-76.7 .8047.2 +601-08.2 +8&83.3 1~ 64` +701-W +7440 +7&•81.3 +6&.70 +801-01.8 2 off! TABLE 15: r Dalen Pwawa(MO fa Wkdowe Atvafied to a VMWI Fnme Aeeembly tube _ ...•-.. -_� _ r n' � O _a] J r +: ♦. -F<a -a`"----'t:---f:^r, WMowWkOt O Q. Q O v10eLL r 23' 21L1b/16" 27.014' 30' i a • ... .__ .___E. _�,_ _ 31112' 3Y _ 37' s.•:^c•+4-a-t Crap a e` Amtwr Graaf Anatm Group AndW Group AnCIW Qf" Amtat Group kww oFow C7 Pw ki as nW Li co G rE„t'aa A A 8 CAD 6 A,Cf0 A B Cf0 A 6 CiD 6 A.C60 B A,CfO er 23' +7&40 +70140 .7wto •70.:90 +7&80 •7440 +7&40 +70/-00 +7&40 +70180 +7&80 +7940 +7&•90 470140 a7&40 +T&-00 +70140 +7080 +70/•90 aW� F, Le il26./5110 +7&4p +7&-90 +70r +0380 +7&80 +RY40 +70/80 +70/80 +70180 +7180 +7&40 +)01.90 +701.90 +7440 •701-90 47&40 +70180 +7&-00 +79140 a Z fI ' j 43'8 +701-00'• +7aA81.8 ,70/40 +800,90 +7&81 +7440 +7440 +7& 80 40 +7& +7&•90 +7&-00 rm4o +7w.90 +7440 +70P40 Y+79180 +70/80 +701.80 +70140 JS .♦ 8'+_+, ♦70%7 1 �!� ♦ ��0�4p +144.6 •001.90 +74380 +701-00 +70140 •7&40 +7&87.6 •74380 •70V-Ip .7&-76.6 +7&80 +70180 +743.90 +7&48.9 +hU4o _ 50316' +140.3 +1-04.3 +701.60 +IW40 +1•81.4 •70180 47&80 +701.90 .7&-00 I 47040 +70(433.2 +7040 +7&.90 +7&7.1.8 +70140 +70180.2 +TO410 +7&94.3 -m4o xui 1 41.64�.. 5#. +701 ..•'701.90 ,1-01.6 +701-61.2 +7&40 +7'0'-7b9 ,7&•91 ,7&430.0 �>a-70.2 +gp4p +7&-80.3 -142.9 +743.80 +ml-7b.2 +7&436.6 +743.75.2 +7W4#.8 y 0- z p +701.72.3 +7&40 ,70186.$ 9-08.9 *NY4o 1 4701-76.5 4149.9 1+7&47.2 +701.71,0 +70144 +187.9 +7&79A 70�• Z w • e+e6 tL U FRAME e a e F e c k E: sit Iw MAX ►{ .._ TiAB�N6tY E €R' WQ JAIL) i C + E G f O T +.: F F 1 d a a•+.+ DeNpn Preaauro(04 tm W/dowe AII&*Ad to A NukWilat FMme AsaamLly RAa HEWINPpOHT S ggr F7 WbdOw WAN1 utder 23'• 2516/16' 27J14' 30" 33.112" 3Y 37' WINDOWHEIGHT .. AS9CM8LY �1 W OOW1, ..�. af •- Andw Anehw Arohor Atletwr -�! ANCHOR o Ancigt � WOTM i j ... AN AllO!uP a AN 0 A O A A� BSN 0-A-0 A Ara 6 C i D .�t � SEE SHEETS 1 A 4 FOR VNNG%IF R O. �r+' 9 velar 23' +74`80 +701-00 +70r•6o +7&40 + iM NA70. n LOCATIONS 1430 QUANTITIES.GEE SHEETAwn 70f8Z.1 +701.90 .70110 +74.76.5 OWN +7040 +701.74,3 •T&80 S FOR ANY ADDITIONAL ANCHORS i 23.15116' +7490 +70+1•90 +78690 +7440 +70190 *001.00 +7&•69.6 +7d4D +701.90 170184 +7&40 41M.So 1 K*mREQUIRED FOR THE FRAME ASSEMBLY 1j1 1 1 1 i 17lllr I 36.77++•- +701 +7&40 +7&80 +74.90 +7&40 .70101 +7&81 +7&40 +70140 47&40 +70180 +7090 ANCHOR (44,IF 10. TUBE. 46' +701 +70/80 +7&80 +70140 +7&-00 +n11.90 470/.91 +70/40 47480 47&40 +7&80 •70180 I 1''t�a'•�GENae•'•�F.Q '!. 60616' •70140 +7&40 +7&40 .low +7&40 +7480 X74380 +7014 80 0 470) 4743 - A+7 O� A t 7",'tAN400N I"'_'" :. ••'.'S4 '. 470140 +70/00 +7180 470140 +7&40 +7486.6 +7446.6 +70146.6 +701.676 +70+.643.) +7Y M.6 �d�+� �:• No.5$705 SY +M4?D +7&80 +7480 +70(40 +7&47.2 +1&87.2 +7&-84 +7&81 47441 +701.79.9 47d•7� 7&•: A IEE 35dr"S 114 FOR V DOW AW*M . aOC.ATIC NS AND QI."TTTiES.SEE SHEET 77 +)0180 •7&-00 +7&49.b 474341.5 a643•)o +6&.70 +843-09.4 a6W-00.4 •043.69.4 ,8434's8 4711001.1 +1M 17.8 A 3 FCR A1Y A.).4TIONAL ANCIMS : Ltl; 1 7B .7&.60 •74340 +7&46.3 +J-76.) +84347.2 ,E43-07.2 .•43412 +643435.2 .80/45.2 •043-03.9 +843-03.3 .64343.7 ''� Be +743-00 47&.90 +7&81.3 +60/•70 +001-01.6 +8d81e REQUIRED FOR THE FRAME ASSEMBLY $T TE OF TUBE. •C��F''•.;"1(YRIO. •'`G�~�: 3 4 1 A I f 3 "f fir" /S ONA Cr4Tk,+' a + r A A x A > rrlli11111tI+"1{`E I)SEE SHEET 4 FOR ADDffX*IAL SAMPLE CONFIGURATIONS. E 2)SEE SHEET 4 FOR BNU9 O REWIRE65 Ma. , z 1 I t ! P.E.66N66 { • • • • • • • • • • TABLE 11: FOR GLASS TYPES: D44herh Proastyro p%6%1 WMdTjfAB AnehR Sw*s • • 3)7/16"LAMI(3/16 HS-.090'SGP-3116 HS) 4110mvld of eorwtpg7nB 01161 e wion 0dow h • • • 7)718"LAMI.IG:(3116"AN-1/4"AIR-3/16"HS-.090"SGP-3%16"HS) Flame B"kits Curti urq.r 23 JoAlt 25-1sn6 7-,11' 3p 3iaix • •�s 37• 9)7/8"LAMI.IG:(3116"T-1/4"AIR-3116"HS-.090'SGP-3/16"HS) � hd de Prodoo trot woar 23' +q9-130 •901.130 *01-130 .130 -30 +90{-130 •8./-136 •r f ( 25151}8' +901130 +007.130 .W-130 +901.130 .901-130 +801.130 .801.130 T- 3-YW +9WM •841-130 -801-130 +BtY-13o ,00!•130 -W-130 .001.130VVINDOW i; 48' .80!•130- -W-13D -+&•130 -W-1v +,�01-i `+901-130 HEIGHT 00; :�:.�•. b 504118' + •130 +9.-130 +901- + - •-9(0010• OW-630 ? +WASO � a 60- +90x•130 +901130 -8.-130 +8a•ty0 •49 -13 w +960130 BY +901.130 +y.-130 +0.- +t37.1!D •-00-130 •VW430 49&•1 0 WHOM T2' +901.130 +9W-130 4901.130 +901 -1 9W�I+JE 1)91x 4130 •-� -50TH �- 75' ,801-130 +901-130 +869.130 ,90!•130 +801.130 4801.130 +8W-13D SEE SHEETS 134 FOR j 8M +901430 +901.130 +801.130 +801.130 +9W130 WINDOWANCH R V LOCATIONS AND QUANTITff S oa w p z g� TABLE 12: w CD rN•• !A r DesWn PrsshneWsQ W Windom;Atlachedto a Vedlcat Frema Assembly Tube Ur J LL s� 117 74 wmdcw wph Q Y _ IY.n1tT 23" r <, 25.1wir nJf4' 79' 33.112' W 37" 1 e k+•1•W 4 AwKJhdr pttuD r• Anchor Grum Anchor GmW Anch W Oro& Anchor OW Anchor Graf Andhvr Gr 8 I A D Cr 9 A B C&D B C&O A B GdD A B C80 B AcaD A 8 C60 w p r tntd•2T ♦JW40D .701.00 .7W"' 0190 •70140 }701.80 .70x-00 +76x.90 .7w•90 +70.80 -70•-90 -701.00 +70100 ,701-90 .70.90 +701.90 ,701-90 -%9D 479.90 +701-8D •701419 ..VPW aro410c H 790 +701-90 +701.90 +701-9!1 +T9-90 .71y-AD 4701. 90 +79.90 -76x,pp -Iw40 +70140 +7940 +700410 +7&-w }7w-w .70W -79.80 Z ,m39"e .7mw . 6 +ro jKm +7..61 -79410 +7wm +79.90 +?W.W _-TW_-90 +70-90 -79-0D .70(40 +701.90 4 0-W -79.80 +Tam +70040 .701: -7990 _ 7..731 +1.57.3 ♦M-W +741.90 +1$4.8 +TW4q �ro•OD +701.90 +79430 •rodq aro-0J.8 +701.90 +70'-90 +79-90 •701-41 aro.90 +769.90 +79410 +79.88.8 +7'01.90 �'` _ 4 -701• �_70-Al4 .7.-90 }IWw .701-90 .7w-w +7w-w +7w•83.2 +7W40 +Tw.90 -701-80 -+79,90 -701-0,2 +la-9D 4710X 479- ---- -7..00 CL I ISO- +156.5 -1.45 47.-94,." aWa•80 +151.6 +70(.81.2 +701.90 +79.75.9 +7w-w ♦7&-098 +701.70,2 -701410 -701.80,3 +701.78.8 +79.01 -701.7S�2 +761.80 +79.90 +79.71.2 +iW-90 I K •`°836 n N35T +1.33.8 +7.•EQ 70'4195 +649.3 +79.77.3 •701-90 -79.72.3 -MV -701.55.3 -l.869 +701410 +701.78.6 +T.-74.9 .7.-90 +701.71.8 a741-9D +79x6.5 .149,B +7101-9D (�7 cLm;tse ciscafs I (X W Q S e e 9 A774xv e-:4,1c':S?•.< a 4 !0'44-97(. --+•'I r•" TUBE a. o t)�i n El 6 4 t 0 Pwnauro(4s0 bz WvxbW$A1lsuhod to a Horizontal Frame Asumdy Tuba wlndar Vmh _ whNoow k ">vt n '+• OrWar2Y 25-15118' 27314' 30" 33.1/2" 35' 3T''w' 9-40001 � FRAW HEIGHT i + �.�'j'�} 1 AnMor Anchor Anchor Anchor Mctw Anc1oT HEKAIT Y i tholw GL Group Gm* L1r W Oioup am* Anchor Orap Anchor GMVP 1� .L,.-..� ,,_.. "AOMT _ �5� ! 418 418 All 418 B A,C 6 O A B C&(? A B ... C&0 uhger23' +70'•90 +7w-w 47w-w +79.90 •79.82.1 +79.90 +79-90 .7W78.5 4701,90 -MV +700.74.3 1Mf-W AI>DI'T1prW. S.SHEETS 164 FOR tMMDCFWANCHOR i 25.15118' -70/471 +79-90 +7W:g +7w-w 479-90 470•40 -Ry.9B•e -10180 +76.9D -701.61 +IW-90 +Jw-90 AlICHORLOCATIONS AND OIUWTITIES.SEE SHEET 38.518' +7W4K7 •TW40 -Tw410 •79410 4)W.00 .#M-0/ +IW.W •X1.80 +7w-w +JW40 470-90 4IW 0 N < i • GRE MEED FOR THE FRAME ASSEMBLY ��, y .•. 't 4B' 79401 70140 -YW-OD +ro410 •id-80 +7W:W .Mlw +79.90 470yw +701- �. .3w-w, + _#1'3x440011 Tt19E. ��NLlGENSg��Fi��'"i SOlJB" +70'-00 •79.96 -7990 4%94111 +row +70.410 +79410 •79.80 +701-80 4X!90 +7q'30 -79.13 + 4 4 t h wp)TN 1 fNT' •79451 +7910 +79.90 479.00 +79.90 +79.01 _.TIy9p +79410 +70181 + + V07i ilwr� S}•FR fi F,164FORYAND0WANCH(A No.58105 63' -70••90 -IW-9D -79.00 +79-90 -7990 . •7.-90 ♦70-90 -79•!70 4701.90> ♦701 M1 +18x.1,8 } L$Cil PNS M'JD QUANTITIES.WE SHEET TY 1 +7940 arosD +70'410 4n1••OD +iw4q +79.90 +79-80 •?9410 -TO'4b •7pt :71�J �- 3FQF:AN`7h"DDITIQNAL ANCHORS •• REQUIRED FOR THE FRAME ASSEMBLY �'6'. TB" •79410 +70190 479-d'&z +ro4K1 +7940 +M-90 +7&96 -79410 +70.1.90 4741.90 +741-90 +IW-9D TUBE. (�•'. STATE 7G/ +ro417 +7940 90+79-90 479 -79410 -M-90 % C�'••�loRiol.•'��`• a ONAU 1) E SHUT 4 FOR ADINTKWAL SAMPLE CONFKUWt10N8. + r a 4 } 1 SE11 J 11 t t r tt 2)SEE OHM 4 FOR 04ftER REOUIRE41ENTa. +1 " s - 3 + i ., } 4 A.LYW N1LER P.C. rrx-�-•-`tr--t��r r-••-. P.S1 NrOd t ++ + t t } t } a } S 4 + x t x a t a }4 > x > • A +} } t f+ i f • . Mr TABLE 5: FOR GLASS TYPES: 0441pn Pf6awm(w0lor nptlWlyda+R AN�m'Is(�Gralp� •i 00: 1)5116"LAMI(118 AN-.090-PVB-1/8 AN) Apptaved attoo ptylagw849w • • ' • • 4)718"LAMI.IG:(118"AN•7/16"AIR-1/8"AN-.090"PVB-1/8'AN) ode"Ail • • wslar23• 2516/10• nano• 39 uYeir 0 3rd . • ►s ePreds undw 23• .7W40 .?0140 +rW40 4M40 4TW40 +70140 +70690 __ 2515118' -7W40 +70W +7640 +7.40 .7W40 *70!40 +701.90 r � T 36a1M +70140 470140 •70140 +70Opa M70j90 *"- +70740 WINDOW r 46' *7940 +70740 +7040 •...r F. •}aw-W :.-"_REIGHT 60018' • M -?.4D •70140 +7040 +7a4i +790•! -?*49.2 w .7W40 +x01.90 +7W40 -vt^ a1701680.s v&-7j. a 74.3 • c 03' 470n90 +70140 +701.00 +?0144.3 •i .78.8 -701.18.7 +13#w 0 -4 WNOOw • 7r *7g40 +7&47.2 +701-77.7 -801-7/SSW-62.4 ♦001-00.9 +1.69.3 WIDTH 70' *>W40 - +704ce *?01.76.7 +6 88 87.3 +1- .0 •1.57.2 •1.664 IEEE SHEETS 1 i 4 FOR VWWWHOR ANC W 64^ +70140 +70+40.4 4701-71.3 +8W-021 +1-'54.2 � LOCATIONS AND QUMdTfT&.S. °6 g(0111 a (+,Z g TABLE It M d 0 Deai9n Pressure 1pa01a Windows Allacited to a Vwt"Fm»Assenbl7 rale W Ve J LL s • AAa t e s 1 window W+mh W Q Y f < 1 6 t s 4.{ r2T 25•tbl18- 27$4' 30' 311!2' 35' 37• $ $C? LL +'`-4 •_ --A!(JIa Gr6up t e Amba Group Anchor Group AwAar Glow Anchor O+ap Mcha Gloup Anal-Group a A B -�C A 8 COD 8 ACED B A,CA0 A 8 C6O B ACRD B q CA ►1J O m t +70140 •7.40 +74-90 +701.00 +70138 -70`90 +70.90 ala-90 •70140 +70140 +701.90 +70140 +70140 +7&-90 +701.90 +701-90 -701.90 0 Z 25.1511 . +701 P. -70 -- 40 -701.90 +79.90 •1014D +701.90 +7W-90 +7WA0 +7W40 +701.90 .70140 -MAO +7&,90 +701.90 -70'-90 •701.90 Z _- .704E +70:11.0 +70'/66 0#'V40 -701-81 - +7&-90 -^.7044 +701-90 -79-0 470140 .?WAD ♦701-00 +70140 -7640 +7&-90 +701.90 +7&.90 .7mw •701•ri.t +t-7 +70' + 410 ,1-04.0 +7p-90 •7640 +1&40 -79-011 +10-7-0 +701-00 •TW-90 a7&-78.8 +70690 •7&AI1 +70140 +TOf-89.9 ,791.90 Of F- 50518' +1.9r; 8 W44J r+7&g70 -7-.90 N-0t.4 -10.0 .1a-90 •7000 .7040 +7a-812 -701.90 +7&40 -10.74.6 +7a40 +7-49.2 +7W4B s1a-84.3 +7&-K.2 z +1308 _.1.4 tl •701- ,7 101.40 a/SL0 -70/41.2 +70140 :7&-75.9 +79-90 +701.702 •70'48.5 -701-BD.3 0-029 +70f-00.6 •7&-7Q2 +ra-1'1.7 •701.71.2 .7WJ43 O z 1JJ 5r. 055.7 4+1.410 +70.t"47a , M,.5 0.49.3 -7W-77.3 +7--90 -70.72.3 •7940 0.06.9 +79.80.3 -7&.78.6 H•699 4?01-78.5 +70.71.6 -70.73.7 -447.8 -70f-mI r 0 .a4ec.0 u4 ce +=e Basv g" O co tQ U B 4 C a 8 e S: t9 MAX. -+-I (, FRANC I AOSE•YOt.Y o Q U e e ¢ 1 +` TU9E D*Wp Pen•ura 4a0 br V&4w4 Attached to 41ftdmMd Fro"AssfmM7 Tubs WINDOWa^N R Witiswv"b "DOW „� a Q utldar 23• 2515118• naafi• 10 33.112` 35' 3r WINDOW FRAME NEWT ASSEMBLY Ac W Ansbor cko q Anotla aosq Anell6r Gwvp T110e Go" _.4 knTmGw�1 AANNCHHI y g $ AN AN AN All S A,C O D A a COD A B COD 1T MAX. wW'rH (47.IF REG, K n WWW 23' +7040 +70100 -7040 #70140 +1642.1 +7W4 Q +7W40 ITU-78A 47&-00 +70140 +7W-74.3 +79410 F ADDITIONAL SEE SHEETS 10 4 FOR Y 040 ANCHOR o a 2$15118' +7W40 +7040 +WN +7&40 47&40 +7W40 -7W4100 +7W-W 47W40 +19Br4N +7&40 4?W40 .ANCHOR lOGA7NN03 AND QUANTITIES.SEE SHEET tIlI 7jf F.-R. +7640 +1&-90 +7&40 +701410 +?9140 •1W40 +7040 +7W410 +70749- +701.40 +7&•00 47640 (4j,IF Ttm 3 FOR ANY ADOtT10NAL ANG10R8 / R17QUIRED FOR TI43 FRAME ASSEMBLY �� L* /( +764D +7&AO 47&40 470140 .70010 +7pu9p #70!43 +70140 ♦70140 +70140 + .- TUBE. ,` '� .,N fF i +1-40 *M1W +10140 +1.1. +1.40 +1640 +70140 +10140 +70140 +1&•00.1 +RW0.2 4:N•O:IP s - a -� �•+••- : 1.1� SE•�'•.'p +70140 -7640 .7040 -7&40.6 +7&-064 +70140.0 +7W-77T -7.-77.7 +76-77.7 +7&.71.3 +701.74 • 44 I _• S2E t`N '!51 0`4 FOR w94DOIN ANCHOR No.58705.101.90 +7&q0 +70.90 -70/44.3 +YQ�70.5 -7W70b +76717 +TW-737 +10-731 +7&-7Q/ tOW40.1 -3f-N'I ` 0CANOM AND aaANTTTIES.SEE SHEET+10140 ♦70:47.2 -70-77.7 .701-7t.5 +801-024 +00181./ •001464 +801-00.9 +0640.9 +689.3�b -lbi: M-G0: S F9iG�NVADMIONM.ANCHQRS-7040 +701.04.0 +70'•70.7 */.07.3 05109 .6684 +6672 037.2 0-7,2 06&. +766.0 +/415.0 REQUIRED FOR THE FRAME ASSEMBLY+7&40 +M40A +701.71..3 +0W4i2.1 a/-0.2 al-42 7R>gE. i p BTAIE OF 41/. 7)9C.e 6HEET 4 FOR ADDITIONAL SPMPLE OONFKRMTIOH3. 218EE 4TfE@14 FOR ONUWER ROWRerAfliTS. •• w .� A,LYNN►41.151!,P.E. ,y�� ,y PE.a 66794 v , u m • � r C t .. .. . . . .. e• . . . e . . . e . • . TABLE 2: ._9_99. . ' • • ••• TABLE 4• Wktdow Anchors Required Jamb Snubber Locations • WIdth order 23' 1CAm- 33-12" is. GIs 4pproved aS celtpl7ir;tt1W Otf � � A� Q flow OtOtrP Andow Goap AarherQwup PVB SGP DDloa II A 8 D A 0 CSD A D• ClD M C80 AI B C60 A D call A D CSD (TYPO 1.460) (Types 2,36&8) t(OAN under 2J• Jatr• 2 2 L 2 2 y rt a Pro6rt7 tNOd181i 2 2 2 z 2 2 2 2 2 2 it max.tan 2 2 2 2 2 ? 2 2 3 2 3 3 3 2 3 3 6r"4ms's each erd 630' 8 261Srt6• J'"• 2 2 2 z 2 2 2 2 2 2 2 2 ions Re Hssee6 2 2 2 '2 2 2 2 z 2 2 2 2 2 2 2 2 Mu1°tl i 2 2 Max o.c i 2 9 2 2 9 2 3 9 J 3 3 3 i JamE / 2 4 e4• _ • .. / 4 4 4 4 1 4 4 17 Msx.Npn 1r nws.Mont 3830• N 4 4 t 4 / aer 63• Oach end 6 3W each end 6 30' NhwtB 4 2 2 2 tt 2• ep xe eR 20 3 —2 -3 9 2 3 8 3 3 4 J �. Jamb 4 4 4 4t 4 / 0 4 / 8 4 4 0 4 6 6 4 Mas O.C, max O,C. tladfSa a 2. 2 28 e2 2e e2 2 2 3 3 2 t 6Pa✓e` 'FiwdtBa 2 2 2 2 4 6e W y 6 / 6 0 4 6 2 0 2 2 2 2 x 2 2 3 2 3 8' 2 3 3 3 �. JM16 6 6 4 6 8 4 0 0 4 0 6 _4 6 8 4 6 i 4 1)USE THIS TABLE FOR "� r• HtatlBrl 2 2 2 2 2 2 2 2 2 ,q. 3 3 2 3 3 3 9 4 3 ALL VMJDOWS,PER THE 89• 0 0 8 6 8 8 FSEYATIONS ON SHEET t, SAMPLE CONFfGURAT1�: ' It 0 0 0 d 6 8 d 6 6 e «S ttlaM8p 2 2 2 2 2 2 2 3 2 3 J 2 3 3 J S 1 9 DIMENSIONS SHOIMd ARE l2• Jtmb 6 0 6 0 8 B 6 8 6 8 16 6 8 WINDOWTIP-To-TM. - ar f HNdI73A 2 2 2 2 2 2 2 2 2 • a - to 6 a to 6 %' ..1 i 2 3 3 3 J 3 3 2)FOR SIZES NOT X X X� X O d 1 76" .WnD e: 6• 8 2 2 2 2 2 10 62 2 y • 8 10 a 3 SHOWN.ROUND UP TO / .Y _] „�j <•- a ►kadISYP a: C 6 6 t0 6 E to a LL 3 2 2 3 2 3 9 3 3 3 3 THE NEXT AYAMABLE d Q LL 10 6 0 to WIDTH OR HEIGHT 8 d 10 0 DIMENSION SHOWN ON X L g o Q �) F rT s' ►laOareln 2 4£ 2 "� 2 2 2 2 2 2 $ C. 3 2 2 9 2 THE TABLE< % O O� cy TAmt 3, a. a —' saaaF ee.3:D Oe �D D it Q Z Q Mena, a I IM a Min. Mk. AncMr M 6 t:58alrate a E�fye �i O.C. Em4wtmM ptpIi �.1=FOR VANDOWCOMS"4ATION SHOWN BELOW.7116•ANNEALEDSGPIAMLGLASS, VE. a• VIC8301 Distal" Roqutrad2 114`MASONRY ANCHORS 84TO CONCRETE.rTQI.W!'SF OP RFQINRtd7,NO ANCHOR PLATE j N '50 Blocs n 6 1-l/4• ...._. e _ ,i a x= c.. t 1- CASEtAENT ANCHORa �t y O 0 Phe `Y MjOsstOM SMS0.050 A)FROM TABLE 0.ANCHORS C 6 0 ALLOW A DP OF+70V-80. 4 t- a Nod,410 tSS SLIM A36 St" i0.060 ,j. SIB' S)FOR THE JAMS.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCtIOft AND SUBSTRATE DESIRED tiJ" �� ry 8 L) s+t `4 AB53 StStud,Gr 333- ' $ No VV amu. tre E.O - a 1• .035'. Qa. No AND DOES NOF REQUIRE THE ANCHOR PLATE. f `y f $ e a @ 0) 012,Steel Smg(!OG f �t�y3-TSAk-- �.,e �0 8$ *110,r D�I2.410 SS SMS eel ,�y- _..fie C FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. P t yv t; 1• s. D)SIMILARLY,2 ANCHORS ARE REQURW IN THE Hit-AD 6 Se.L- j IN'afOOtUMwcian¢ 2 rete .31 n t ,. IIS € Mk Gbno1• 1'• 1714" E)Na E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1 m . Sock ck 2•tt2' D` t•N' 1010' QXAA ai C S.MM 1yg+ Fl PER RULES ON SNCkT3 2 6 3,MSTALL t ADDITIONAL ANCHOR ON TtiE FRAME ASSEMBLY TUBE �• 4•�� r Nt2,eteal SMS(CAV, Mwn ya ry6• SIDE OF THE AWNING(HEAD 6 SLI.). 4° ( 4, �v aN12,410 8,•.SM8 sal aw ! A Studas 0, N �} N14,&1"SMS(05 � 1• 1 us i" a 9 AMt. —yam .� QQ_AS, _ 4s,(,e.AWI '(� SDA o 9 tlrN 14,410 SS SMS "' - �^- --• Al FTTOA4 TABLE D.ANCHORS G 6 D ALLOWS qP OF+70JE3.i. 111 It16% •� G% 60 B)FOR THE JAMS,FROM TABLE 3,ANC/IOR TYPE C HAS THE ANCHOR AND SUBSTRATE tOb• i 2. mta I• i• t 4• 6s DESIRED AND DOES NOT r4EQUUW)t+,8 M8'ytr)R"T e} �� 1323 Al 4YNN v4'storUMaop cnHe /2 i31rP' +a / � ...•.,,,�¢� rf ' O et I o0owBloc •4 5• 1-f/ s ' •' • a1.•'�tCENSF °•,. as C)FROM TABLE M.b ANCHORS;RE REQWRF'4 M E ICN JI#�,1< 2.112` a- 4. - t tO SS' 3. S. 1.1 4 D)SIMILARLY.3 ANCHORS ARE RECLALEO IN',HE,VAJ&bd.LH. s : > 1 = •' No.58705 crstatla attz No _ nla 114A'_ S• t V 4' hb P OISTRISUTE ANCHORS FOLLOMW OUDOELI4ES FROM ELEVATION ON SHEET 1. \ - . to seta atasDUlecan n t } ' 3 raw Bloc" 2-N/2" S t,7J4' N6 F)PER RUES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSC{,tBLY TUBE r "� +� STATE OF 4U- SIDE SIDE qF THE FIXED CAEEIlENT jMEACa6 8"Li.), t M1 H , 4° "O. rCORtOP 1)ANCHOR MUST EXTEND AMOMa1MOF3THREADS BEYONGANY METAL SUBSTRATE. M1 1 x ' r s 1 1 : _.,,,,_.) I�w ►}. 2D' •�fiS.S�•••.•••..-•.• G•,• ?a AI4CHORS MAY DE HEXHEAD,PANHEAD OR FLATHEAD. 1 1 z 1 1 }s a , a >s k __. 2p. _"ti"—'--27Y- /ONAi. 48• A,LYNN MLLER PE, s^c'�'—•t"-----.r�•r--r r r--- P.E,N Wtoe t t M1 A Y 1 ) 1 1 1 9 M1 1 ti � >.T f / ltyzi { .. .. . . . .. .. . . . . . . . . . . . CASEMENT(X) i CASEMENj/PAS�EMENJ� AWNING/CASEMENT/FIXED CASEMENT XXO i • • • • •0-+�{ 10`, E NOTF•7•THIS SHEET Date 4 • • FIGURE 1: t- • • • • i • r • • FIGURE 2: 740NOS�.� / LET dt(talo • •i •i • N! WINDOW __0 FRAME h< `�� ` •• ASSEMBLY '-- HEIGHT ••• • 1 • • • • 7• TU F ASSEMBLY TUDC NOTES: a • • • V • • i• •• f('.SEE NOTE 7, �.' ►p 1 • • • J• • • ri • THIS SHEET \ 1)DIMENSIONS SHOWN ARE Ij • • • • • • • \ 740 SERIES L TIP-70-TIP DIMENSIONS FOR EACH 1,,.•_ '" •• • i• �+� CASEMENT --r / INDIVIDUAL WINDOW.FOR SIZES NOT TO THE NEXT WIWIDTH NDOW 71 + W WINDOW /� AVA1LABlE WIDTH SHIDWIN,ROUND OR HEIGHT 9ERtE3 FRINGE SERIES ►•E DIMENSION SHOWN CV4 THE TABLES. e[ FRAME 2)ANY 740-SEIRMS TUSE CASEMCNT Y WINDOW ASSEMBLY.__---t.- .-•�� {CASEMENT,AWNING PRODUCTOR D t / _E TUBE CASEMENT)MAY BE ATTACHED TO x U) d /Y THE FRAME ASSEMBLY TUBE.FOR 1 I ` \740 SERES ALL WINDOWS,USE TIE Y04DONS � d d FIXED WINDOW' NCA FOR ANCHORAGE.SIZE AND !l'1"1 J LL d --� DT:SIGN PRESSURE LIhITATgNS. p o a o 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE C Wm co 740 SEtMS e F .. INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO u a t.C�lfZNT ) INORADUAL.LY COMPLY VATH THE = yO C` WINDOW ` c �� Ar REQUIREMENTS OF THEIR ~ > RESPECTIVE HOA. J p z t"'C'R-'o°• e c 4. 4)FRAME ASSEMBLY TUBE TO BE m Z 740 SERIES T40 SERIES FASTENED TO WINDOW,AS 8"OW IN W t~ € c AWNING CASEMENT DETAILS,WITH MIN.012 X V SHEET Y WINDOWMETAL SCRENIS:U "fti£SAME G[tat 1)DETERMINE YOUR tilt f�WiSIIE I ' c s MIN.f 12 X V SMS SPACWO AND QUANTITY AS THE p} GLIAS::: ♦;. s THROUGH OPPOSITE FRAME MEMBER 0 1+. FRAME C6€® INSTALLATION HOLES '-FRAMEE ASSEMBLY TUSE Y THE FRAME A914SMBLY TUBE MAY IJ] $ Q 12)FU4OWINU YOUR ANCHIGiT TYPE t a c i 6 - NOT EXCEED 02'IN LENGTH fA5 USED 4kq 'A &?RATE.DEj�RMINE. ./ TUDE U •Q ..Q U YQUR OR GROG f' L: _- _ MIN.k 12 X IN A OS'FLANGED VOC)OW)OR BE jX U TABC:E 3.SHEET 4, t-. _ M4N.N 12 X 1.SMS USED IN TEE OR CROSS u' SMS CONFIGURATIONS. t'J')F'f&WS SETS 54/,FC&BLpr, € W9T HROUON_ _-7CASEMENT INSTAL 40 SERIES THROUGH �..,.._ SHEET FOR YOUR GLASS TYPE,: WINDOW HOLES 1AT40N 01 THE FRAME ASSEMBLY TU BE IS a n 3 Hm FWD THE PRODUCTS • � _ NO?RECO TO BE CLIPPED TO {4 �' a;i`v I PRESSURE FROM THE TAE 7403MInS FRAME 740 SERIES THE SUBSTRATE,ALLEXTERfOR I r" i LABELED VESION PRESSURE CASEMENT ASSEMBLY —CASEMENT _ _ JOINTS TO BE SEALED BY INSTALLER. (PSF7 FOR SINGLE H414DOVA,ALL WINS � TUBE W114D0W �740 SERIES i ANCHOR GROUPS'. EXTER{ g EXTERIDI2 F� 7)FOR ALL COMOMATKM UNITS. /L., EMF-NT ADDITIONAL INSTALLATION ANCHOR$ 4)DIMENSIONS SHOWN ARE �TM' '�- ^+"" �`' WINDOW' MAY NEED TO BE INSTALLED a i TIP-TO•TIP.FOR SM NOT - THROUGH THE WINDOW FUMES AT o i SHOWN,ROUND UP TO THE NEXT IT MAX,FROM EACH GW OF THE .r AVASAKE YOM OR HE04T � i L � �-LY C EO MS4 Y VERTICAL SECTUgN D D VERTIGM lS � FRAME ASSEMBLY TUBE ' DIMENSION SHOWN ON THE CENTERLINE.SEE TABLE BELOW: E TABLES. 1)DETERMINE EACH 04OMDUAL WINDOW TYP£r SIZE AND GLASS MAKEUP.SEE FIGURES t i 2.THIS SHEET,DETERMINE Y"ANCHOR GROUP FROM TABLE 3,SHEET 4, AdiO•W Arctplr Rfgidt4 0114tth ,\\\\\ l HILI' A �. tAY LYNN,*'i,, 2)FROM SHEETS S0.FID THE SHEET FOR YOUR GLASS TYPE. t a 'r H r lG4A Ofin Fn A."FAW TIM A �� ,0.•,.. b)USWO THE TABLE LABELED ' YYOiNat1 Aelalrr ^• � 41G£NS,G ''•,`Y {7 TABLE 2.SHEET 4),REQRWHE' 3)RAID THE DESIGN PRESSURE FROM THE TABLES LABELED MESNGN PRESSIME MR,DR OW&AMS T7 t I D"e)]A HGU. ASSEMBf.YTLBE' OR"DESKNH ' A 1.C4D _ 714E NUMBER OF ANCHO R �(PSM FOR IMIMOONS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY! ;_U�PEj(N4f�)1 0 UN W'HICHI WA'Y T E F ASSEj 'MSLY TUBE IS ORIENTATED.THIS •22.0' 0 * No.58705 •. MUST SE DOHS FOR EACH WINDOW 04 THE ASSEMBLY.AND THE LOWEST DESIGN PRE&AM ABM I S TO THE ENTIRE ASSEMBLY.DIJENSIONS SHORAN ARE TIP-TO-TIP. 20.0' 0 t NEED M THE HEAD,SILL MIO FOR SIZES NOT SHONW.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DI M310N SHOWN ON THE TABLES. 2Cw i t JAMBS OF YOUR WINDOYv, t, W�leew �'U:• � l9 13 Ufj` 0 INSTALL.AS PER THE 4)USING THE TABLE LABELED 74NDOW AVOKM REQUIRED'(TABLE 2,SHEET 4},DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD.SOA ANO JAMBS OF w � ��— =�O ST TE OF r••NCj YOUR WINDOW, r z s . . I A e.C 4 D GNSTRUCTIONSONBHEET2 a / t 3 • r _"tri.,,' - .0' 0 %�ZC`;9 ..O..... . ��2� 0)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23.NOTE THAT ADDITIONAL AI�T9pOU q4 TH E*+D,)W F-t P7�'C)T}E+Aif+l AATE MAY Be REOUIREO ISEE 2Y•25.0' 0SI./ C- �t• SHEET 2),AHD THHAT MIN.It2 X 1"ANCHORS ARE TO BE USED THROUGH THE PRAMS O T�FRAME A�Sf-01Vj Tl'$E r DIST VLS ON*IIS SHEET). 20•r 14k i A 9 1 3 5 S t 4 A > 1 3 > I i I a 1 i 7 INSTALLATION_ OPTION 1 EDGE y� INSTALLATION INSTALLATION INSTALLATION ANCHORS DISTANCE 'f _ --" -''I� 10�DISTANT OPTION 2 OPTION 4 INTO 2X WOOD. INSTALLATION ANCHORS INSTALLATION ANCHORS y� CPER ANCHOR DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REOUORED PER !f FE1i ANCifOR TABLE 3,SHEET 4 EMIBEOAdENi REQUIREMENT BUCK WIDTH —.------ —_.-- __---_-.-� _ — + �.. .r.-- ATTACHED TO y 1 TYP.ANCHOR iMMAX 15 t8 FRAME Sill TYPE, ATTACHEDTO 10 11 EMBEDMENT VE14T Sll, — AND EDGE �' d12 STEEL DISTANCE PER C� z / 32 33 BD C1 - 13 Sw"omUM t SUBSTRATE, _ Z�-^ rl� —SMS.SEE TABLE l. -J SEE TABLE 3, - 0 O 3.SHEET 4. �J SHEET 4. O� _ EDGE 76� DADE APPROVED DISTANCE �� LIM ALUMINUM, 38 39 STEEL FRAMING OR ATTACHED TO - "•• ' 62 ATTACHED TO PENT SILL . STEEL STUD. 135.37}- 81 -II � FRAME JAMB Ota EMBEDMENT - /','•� 24 - VISIBLE LIGHT WIDTH(DLOj - ti...µ: Y•- 9� 6 EXTERM ATTACHED TO " `J FOR SNUBBER HREQUIREMENTS,FT a EXTERIOR SEE TABLE 4,SHEET 4. JAMB OPTIONAL ADDON ---^ -�----- WINDOW WIDTH ----- c s 12 FLANGE @HEAD, 1 s u t c + e E • SKL 8MM OS a. HORIZONTAL SECTION A—A WADOW 61 w r, 1 f SEE DETAIL EGRESS FORMULAS: s`�KiHT JAMB s 4 c&° Al,BELOW-•. WIDTH.WASH HNGE:WINDOW WIDTH•113.1/2 fi:cY.era 4 VLSI 3LE « # 10 HARD- 1).USE ONLY SUBSTRATE•APPROPRIATE NOTES; WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 ANCHORS LISTED ON TABLE 3.SHEET 4. N INSTALLING UtifT • 4 WARE t WHEN COMBINATION UNITS. HEIGHT,'WINDOW HEIGHT•B E ¢,c Q ft a HEIQNGT s E FOLLOW EMBEDMENT AND EDGE / - ADDITIONAL INSTALLATION U4319U E LIGHT FORMUt,44: BUCK DISTANCE LIMITS.ANY WSTAUATION HEIGHT OPTION SHOWN MAY BE USED ON ANY // / 16•MAN. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH••7 b 8 s ds SIDE OF THE WINOM. / - INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 ATTACHED ♦ w _ WNIDOM(FRM1E8 Allir MAX. i. n 4 c • 2)AWOOD BUCKS LESS THAN t-+l2' \ FROM EACH SDE OF THE FRAME TO FRAME U k•c E a<•u c • 14- JAMB THICK ARE TO BE CONSIDERED 7X ASSEMBLY TUBE CFNTERLMIE. a • ATTACHED TO _ INSTALLATIONS.IX WOOD BUCKS ARE j_ SEE TABLE BELOW: FRAME 4W3,6 +; Co) OPTIONAL..L"T MAYBE INSTALLED 04 DIRECTLY TO SUBSTRATE.WOOD SUCKS 70'MAX. A/d0"Amhus PAQ"d moth A;TAA3t�TO •e DEPICTED AS 2X ARE I.11r THICK OR -�^SEE DETAIL A2,BELOW ZaM NI•A."A.SmArMy RAS(FAIJ VE4T,yyYgg�� GREATER.IX AND 2X BUCKS IWOOEN USED) SHALL BE DESIGNED TO PROPERLY 4 YAM Arc a.C S D i�'a sE a TRANSFER LOADS TO THE STRUCTURE. 1 1•• a 0 4 f WOOD BUCK DESIGN AND INSTALLATION _ 2r-311r, 39 IS THE RESPONSIBILITY OF THE ENGINEER 0 1 OR ARCHITECT OF RECORD.MAXIMUM 2Ta 1 1 SHIM THICKNESS TO BS IK'. ..- Widow /utchN lY i / O LL H)IDhI A tl,C!R �,.g�-��20" is ,8 / 1r•zr.a ti.%- _ DETAIL DETAIL 2r. 0 i 2t 8 Al AZ a S M4WO 4 wdtA4,m with lib So ._ IXWOOD Sue _ 19 64 BUCKSTRIP. , A`�`i `I LYNN �/ r+cvaaf[Gy. aM.. p., a,., G7UAN _ N ., _ MI tkeaeG THIS SHE Ya +`•Q}5�'.•''L1C�rS�.'•,.f ) t r •._� • • • B a� ,Y,• a t . + • 6 7401 B)t. lIts:• • Re yyn• -"" MAX SHiM q:t CONCRETE' EMBEDMENT S `.U 3// �; ® CR SS tEb116NS&INSTALLATION J ROSOWSKI 3 PER ANCHOR j O STA EOF •��: Dofe: REQUWEMEM'. .• a ._._.S 'q`,�•. ,c. 1070 1KHNOLOCY DRNE a*. .^ _''a'. , ) •)�t��'•.<O+l19P,•••�� r a ) )N. vr�E,FFL 34-�' CA ENT• ND W DETAILS-LM&SM 08/08/12 i INSTALLATIONN7HROUGH VERTICAL SECTION B-B + ( '�s/ON�3��r` ; ) NCtM.S; Fe 34274 • M Q Y s 1 J)J t,�' ) t t ,.g,,,"3.•,. Mertes et• • c SIN: Drewiny No. Aw: iX SUCKSTRIP Mita MASONRY. + y )A.LY1PI11 G.xL �a ) L LIQ •01"YaUTlt. �2tst96 . A-740. �S 2 OF 10 Mp-CA740-LM 1 +} i J 4 r Y i ;••• • • • • ••• • • t J i T J Y ; _ ) r J • • • • • • • • • • ••• • • • 000 • • 1 i i • • ••• • • • ••• • • • • • • • • • • • NIYMNNIAM0 "W LAM&ATED GENERAL NOTES:SERIES 740 JIMPAC_T-RESISTANT GLASS STACK C'AttSTACK I CASEMENT WMIPOYV. •• • •• •OEStGN PRESSURE RATTNO Ma}'ACT RATING 1)THIS PRODUCT+fAs BEEN DESIGNED 6 sEST`p Trs 6 WI�M st1 •• • •• .VARIES, RATITE FOR LARGE I SMALL4APOWILAM `��VE PV& 4(-) at•7EAtEG,M• IEE SHEETS 6.9 MISSILE IMPACT RESMTMr(2: JaD' HREQUIREMENTS OF THE FLORIDA BUILDING COPE,1MCLLY,WG THE HK% • • • EA-rSTRENOn1F72D SS VELOCITY HURRIOANE ZONE R+vt¢). • ••• ••• • •0• 0 1a WIEALEO2)SHUTTERS ARE NOT REQUIRED WHEN USED IN,MND•BORNE DEBRIS37'WIDTN "REGIONS.FOR W SlRATED GIAg$iNSTALtATtONS ACOVE 30'W THE HVHZ.THE 24.476'MAX.O.C.IF WIDTH ISttn4'OLassBtrE toe'GossercEOUTBOARD UTE(CAP)MUST TEMPERED. UNDER 33.478•(HEAD 6 SAL 3)FOR MASONILY APPLICATIONS IN hUMN-0AOE COtidQY,UIY s�'�''"�,��i-g1��jE • • B.SEESHOT2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS U6EDf'OFi+u'rQ"P .. . .EVALUATIONS YNERE SOUTHERN PINE,ASTM CW CONCMETDMASONOY UGIT':• • _.�. ..�._. _ 2✓ 4 60AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.6RE TABOE 308HEEi4. • • ••• •• 4)ALLWOOD BUCKSLESS THAN,.112'THICKARETOBECONSIDERED,x GLASS TYPE 1 GLASSTYPES 2&3 INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED - .`.� MAX. DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1.1/2'THICK OR A A,SEE Q.C. lar NOM. __ ia•NOM I GREATER.IX AND 2X SUCKS(WHEN USED)SHALL BE DESIOMO TO PROPERLY \ SHEET 2 GLASS STACK ��...ttl--..IL. arta•lNdiINiEO GLASS STACK -"'-" 7rtN•WAWTED TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION _1, 1,. "-I 1 -_ GLASS Qutx I GtASS STALK i IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I 11 WANW-AW)GLASS � - VIVANWALWOk \ _ IS'MAX. 7fla'AY�O Awoww L!f•Ap19PAtE WAT-E,REN07HU*0 MASS 8)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING O.C. W ANNEAIFA OR • SUTACITE PUn 3na•ANNF.ALED OR STUCCO.USE AN£ SUFFICfENTF.MWEOLiENTASSPECnEDON I TEte+EnEOOLASS ~ Lar ANNELID �9 4^TS—Anow oupowr Sw TABLE 3.SHEET 4.NR7'HRQhTJb1FT SEALANT IS USED ON ALL FOUR CORNERS OF / \ -I � . O *HE FRAMI-MTALU.TY.KN AfeCHOR9 O D.OVERALL VALE �=A USE ANCHOR � Guss 3a HAT iTnENOrHENEp GLASg 116rLP:ASH*40 STRATEGY FOR WATE RFS OP INSTALLATION HEIGHT Y EACH E%�er LIGHT SMALL BE LONE BY OTHERS ANO IS BEYONIXTHE E OF THESE E � <jt�ST,I IKT NS. a4•• (a0) _ HEIGHT Is��Q�R �y}_ L11,8'GLASS BIiTS 37 11Vt6'GUSS BETE 1)"K PMS ARE REOUIRED,,AAT EACH ANCHO;(LC.:ATKX-I WHERE THE PRODUCT IS 3 _..,..._._�_ HIT FLUSH TO THE SLIMIRAIE_USE SHIL+ffiCMA$L't OF TRANSFERRING "Xlrlf:£L'"7Ai3'J.WOOF S BY OTM SUFFICIENTLY ANCHORED 78' TO,RETS«S j LOADS W--=-o THEM BY �N�/ HEIGHT !Jt �,,, Sp 91 3250 rw c • bsAra4r. � �J 7+.q PREssuREs GLASS S d&5 GLASS TYPES 6 8 7 A.NE OE31 S BASED ON STR.V:iJ,^AUCYI'X.E TEST PRESSURE, � - ""' """'"' ` r FRAME AE.+ALYSIS PER ASTM E1300. e / 7a3`Kram _ 0a E XIMS DESM L SAE;ED ON WAYEK 1tvir PRESSURE,STRI/CTURAU / MASS STACK Ntc IAk"TED £CYCLE TCST PRESSURE,FRAME ANALYSLlIq,",(,PASS PER ASTM E1300. i S//a'GLASS STACK 0R '+f)iI-&%tCJIOA(X°Lf.ETHXS MOWN KNX'F I&QhI IMONED TQ RESIST THE UV AIRSPACE T4TMMTWM0 eueS WINDLOADs CORREeF+67IDINE TO THE REQUIRED DESIGN PRESSURE,THE _ 3(w Temposo .--Loco'tx4roNr am 3.1J3%STRESS IN$RF_ASE#IAS NOT BEEW.' RWASVSMY THE=DESIGN E THIS a.-8� ~� 14-1J2•MAX.O.C.IF V.IDTH Is �i,tT EG 4^CfSODU(�RS THE 1�,.8�14Q ,pt�RA710N FAC'ORt N USED FOR THE EVALUATION t 4•MAX _~. .'. �.,�.__-__._._...�„ ?t CIS ANSIMILA INTO^�.Af-t.ME THAT THE MQ IRFM #NTACT WITH OTHER 33.476•d OVER(HEASE 6 SILL) Xe DISSUAILAR MAYEN,AL9r9(,.+�.L MEET THE R."QUIRFJAFNTB�THE FLOWDA 90•V1518LE BVN.DIN4 CODE FOR t:'ORROSI4N RESIS7AINCE. OPEW40(DLO) fe`GLASS BITE 37 0)REFERENCES:PEST REPORTS FiL-7065.3578.3680,3724;ELCO ULTRACONTYP.ELEVATION OFNOA;CLAO CRETEPLEXNO&ANSVAFSPA NOS FOR WOOD CONSTRUCTION ARE CASEMENT WINDOW ADM ALUMINUM DES"MNM}AL.TABLE t: ARpTgwda.4omPl,NydthRto t CAms TYF1aNda 4t1, 1Y I t I r r GLASS TYPES 8 8t S Fan r • ' i N` V LYNN '� Aarraaa (PDAgri dr 1 6118 lamf 1/8 M•.000 PVB-V9 M 1 • C JNS �� z , ro'^ L -»� f %' GENERAL NOTES_...._.........-.,.._.i �. 1;E •`•. 9 - 2 7118' 3/18 M•LOBO'SGP-3118 An ELEVATION._...._.......„._ .. ._t • ra t..e Syr Dote Rcv4kn: 3 7110'Land 18 HS- opw SOP-3/18 HS T OIAZING DETAKd....._.,. _. 1 i: 110.SO7r 4 718”Imrd.IO 1!6'M- J18'A!r-if8'M•.000 PV8-118'An) 5 WSTALUTKEN__ „..„..._� 2 r /+ III 6 716'Lams.K3 tA3'T• /18”Alr•1 n- PVB-VS'An 8 ASSEMBLY TUBE DETAILS_......--3 L u ��-�.� � J • O.ran0m, wn Ow I 6 7/8"L41711,1 18"M-114•Afr-3118•M•.000 S4P•3118'M 0 ANgTOR sPECLFICATIONS........._4 '�`'• 3 1313 :'�� GLAZING DETAILS J ROSOWSKi ANCHOR QUANTITIES------...4 � � STA. w 7/B'Laml O 8•An-111'Ak-3118' 'SLTP•3/18'HS DESIGN PMSURE&....»„.».......&9 'o-'... T'. yam: 1 O)0 KpmaLOCY ORM rrtb: Date: 8 718"Lard.IG 16" i9 Alr•3V n-. S - 16'M 9 ASSEMBLY pETAILSBOM._._»„,._10 , �'••.FCGrfIO}` r: 1 Yt./0! E. R 34276 0 718'lwrtd. 181 T. l4•Ak-3/18' Lap-9118' S 7 j �r;�s'! ,vs'i�r `T, ; 'Fproox 152p CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 i '7r ph,'i�t" FL 34274 Serree/Medel: SoWe: Orowrnp Nu, Rev: t .1!7+111 N ., i i".LY►PBMNM'E. +'.E; ' , RT,'rg'AUTH. /29286 CA-740 NTS 1 OF 10 MD-CA7A0-LM t -ta , e stt T i!! f i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details •-- LM &. SM", sheets 1 through 10 of 10,dated 08/08/12, signed and sealed by Anthony Lyn?Mrlier, P.E. .... ...... B. TESTS •••••• •• •••••• 1. Test reports on: 1 Air Infiltration Testper FBC TAS 202-94 "•�'• ' 2)Uniform Static Air Pressure Test,Loading per FJI .TAS x-94' ....• 3)Water Resistance Test,per FBC,TAS 202-94606:66 ' ...... ..... 4)Large Missile Impact Test per FBC,TAS 201-91t ••• 69 •••••• 5)Cyclic Wind Pressure Loading per FBC,TAS MIM ' 6)Forced Entry Test,per FBC 24113.2.1,TAS b2-9.4 ;••• • 0•" along with marked-up drawings and installation diagram of a series CAP40 a�,i itlg :••'•; aluminum casement window,prepared by Fenestration Testing L�bori�ory, Inc:beat Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D,,BrinsQ'n;'l'y. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying-wfn FBC_2Pa u, -- -- dated 12/07/12,prepared by manufacturer,signed and sealed by A�'hzmy LyrimMiiler- ----- P.E. nw m_ T... 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER) -- -' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11.-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. - " G. OTHER .." �" - 41 1. None. h g Manuel er a 9 6 L v Product Control Ea mi r wwr w � . ' NOA No. 12- [t9 Expiration Date: April 11,2018 Approval Date: April 11,2013 rW u � • � " ti w w Pt.r fi ar uY i" rG r Y F k M1�DADE AII&NII-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONODIIC RESOURCES(RER) 11805 SW 26 Strect,Roorn 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-25" NOTICE OF ACCEPTANCE (NOA) Iny,mlamidade.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 .... SCOPE: • •••••• •••••• This NOA is being issued under the applicable rules and regulations governing thy,;;YAC of corjstrt}r0tian ••• • materials. The documentation submitted has been reviewed and accepted by Miam4 .County UR - • 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 Cvtugty rroducC, ptivol ••:••• Section(In Miami Dade County)and/or the AHJ(in areas other than Miami.Dade Cotthtj)rreserve fife right •••••• to have this product or material tested for quality assurance purposes. If this proddctIWMateriaf folds to '• perform in the accepted manner, the manufacturer will incur the expense of such test'uig aid the =hay immediately revoke, modify,or suspend the use of such product or material within tkair 3uPisdict job_RER .....: reserves the right to revoke this acceptance, if it is determined by Miami-Dade GQunty Produrtn Section that this product or material fails to meet the requirements ofthe applicable bu#Mins code.,, - -This product is approved as described herein, and has been designed to comply w th'titrFloridt<Bui:ding - Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series`SCA--740"Outswing Aluminum Casement Window—L:M.Z., ------ APPROVAL -APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Ir.ndcV.,Details:--Lm, & ----- SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed'aaa sealed Gj:Anthony ------- Lynn -- ---Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval strru -itiith the Notice of - Acceptance number and approval date by the Miami—Dade County Product Control S.ectioD. n .. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturces, 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 Bled 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 autcsmatically 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 siteAt the request of the Building Official. This NOA consists of this page 1 and eDwdencepa-ge;Eal,as wa ll'as approval document mentioned rabove. The submitted documentation was revieWbd,,V MRS tuel Pefej,PE. S y �f N" u "m" NOA No.12 V b Y uatAMwanE counun Expiration Date: April 11,2018 w 4 N Approval Date: April 11,2013 Page 1 ({1 i jI 314"MIN.E.D.TYP, NOTES: -----_ ' MIN.3.4 KSI ! f WOOD BUCK 1.FOR CONCRETE APPLICATIONS IN MIAMI"DADE COUNTY,USE ONLY MIAMI•OADE COUNTY APPROVED 114'ELCO CONCRETE .' r Narmuzz- 1 3N. TAPCONS EMSEDEO 1918'MIN OR 1W°SS4 CRETE FLEX EMBEDED 1314'MIN., MINIMUM DISTANCE FROM NOTE 1 Mme' ANCHOR TO CONCRETE EDGE IS 1314'. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. 1X WOOD2•FOR WOOD APPLICATIONS IN MIAWDADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1Nt"SS4 CRETE-FLEX WITH NOTE3 I t #12 TRIMFIT HEAD. ? 1M• 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS MAX. THAN 1 i1Y. 9x WOOS BUCKS ARE OPTIONAL IF UNIT CAN BE IN3 PALLED DIRECTLY TO SOLID CONCRETE. MAX.J WOOD BUCKS DEPICTED AS 24 ARE 1 12'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM CONCRETE WoOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTKRV. ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083.T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET MMEETAL�SCREW WITH FULL ENGAGEMENT INTO THE MILAR TO THAT SHOWN IN THESE DETAILS FALUMINU iFWOOD SUCKS. T E E CRITERIA�SHALL E A 114' RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME MATO CONTACT WITH OTHER SHIM 1 1N'MAX,SHIM 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. N. MIN. i (1.5 KSI CMU) OR j • PER NOTE 1 1 • a a (3.4 KSI CONCRETE) i efr006� CONCRETE ANCHOR, - NOTENOTEiEXTERIOR . 1314" a INiER10R a e c a a ora•t a °`MIN.E.D (HE/1D&SILL DETAILS A.8,C.D. H) e R 6 - TYP. x,,WOOD BUCK.NOTE 3 lx WOOD SUCc,NOTE 3 INTERIOR SEE NAILING -- v cw$ ec IC E DETAIL F (JAMB DETAILS E,F 81) e T TLI.Al FLANGE FRAME JAMB SECTIONS EXTERIOR 15 t e a C. CONCRETE e x a +'MICHOR e • DETAIL H (HEAD) uxt ,rmlf - EeO NOTE2 - o AILING 131 DIA,MIN.x 212"NAIL a Ll . F C-4 a u a t t AT CORNERS AND S'O.C. r, p s e 1!4• 1N" TYPICAL DETA4l8 G,H&I. L/5etwtl Nw 104 MAX. MAX. I >SHIM SHIM SEE - t HXmt I ` ' NAILING •NOTE 1 t•, .. .�''� 1 1318 AIN. 1914 M , £ ! JJJ! `, ,tlltrlrr MIN.3.4 KS1 D.1YRP, i' ,1' ; - { SEE NAILING LYNN y I CONCRETE 2x WOOD s a e > _ '1 �` 8N• vC i 1 DE''AIL CBUCK DETAIL D •• ••• . • • • . .• l�: 'i� bg : NOTES }: DE5TAIL S"(aILL) : : ••i bE:rA2L I•.(JlMB) * No.58705 *y TYPICAL FLANGE FRAME SILL SECTIONS ' ' ' ' ' TYPICALaINTEGIR&L M CRRM[$Fr�TiQN� ••• = 0 ^►"�� J.,r, }(YAh} E NOCIWWET7#ddlll3'T irq•r ('�..•••�G/it Jo ecoN} v Al2CHNNOET/#Jd11HIZT osi nVD�, � ANCHO�fi74GEDETAILS '�+' . STA 11 •'G��: fK rtm> c K P.o ! ALL W.k R NDOW ��'%SS�ONAL NOICCiWB.Rdr':71 �a a'"��" *4P • I4lVNNf 1P.E, la.K. 2/2&f1G J.J. SQJOft r?s.•—�; a i� ° Mq'f0i' i f /i' 1!•M 11�• • /LZ,71# E• p.Eiam •-•'�7 i x � s a ' y y a • • • • • • • • i ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,8,G,H GLASS TYPES C,D,E,F,I,J,K L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC t• ANCE3: i-f/44"ELCO TAPCONS 2-1/4°ELCO SS4 CRETE FLEX 3•#12 STEEL SCREWS(G6) &SU85TR/1TE 2JDNL"S ZONES LANES ZONES ?ONES ZONES ' a:j 2 j m Q� y p 2.GLASS TYPES: _ WINDOW SUE ai age N S y� to y ( � Q y A 5118"LAMI-(1J8`/L 080.t/B"A) D FOR INSTALLATION IN THE HVHZ ABOVE 3D Y'y d a ti ty B.5/18'LAMI-(1/8'•A..080.VB"HS! FT,GLASS TYPES C,•L SHALL HAVE a v H ae -� -, =de ' _.e ro I �7 C.5/18'LAN-(118'HS,.060.UB•HS) TEMPERED I.G.GLASS CAP,BOTH THE DP AND 37.000 x 38.375 i+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/18•LAMI-(3/18'A"090,3118"A) ANCHOR QUANTITY REMAJ! LMCtIAN F E.7118"LAMI-(3/18'&„080,3M8"HS) 4&OD0 1+C2+1 3 1+C2+1 3 1+C+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/18"LAMI-(3118"HS•.oso,3118'HS) { 60.525 1+G2+1 3 t+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G,13/18•LAMI IG-1/8'OR 3/18'A(MIN.),5118"OR 3VB"SPACE,5118"LATA-(VB"4,.090.1/8"A) 54.000 1+02+1 3 1+02+1 3 1+C2+1 3 1+(2+1 3 1+C2+1 3 1+G2+1 3 1i 13118".1311(rMI IG-1/B'OR 3116"A MIN.)5118"O.SIlr R 3V8'SPACE,6N8"LAKM-(t/8'Hs,,09D,I "LS) 80.000 1+02+1 3 1+C2+1 3 1+C3+i 3 1+C2+1 3 1+02+1 3 1+03+1 3 13/18"LAMI 118'OR 9/18'A(MIH.)3118'OR 114"DACE,7M8"LAW°(9Iitr A DBD,3118"A) K.13/18"LAMN IG-1/8"OR 3118'A(MIN.}.3118"OR 1/4'SPACE,7/18'LAMi-(31t8'A,090,3H8"HS) 63.000 1+C2+1 3 1+C2+1 3 1+f+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/t8`LAMN Nt3.1l8"OR 3h6"A(MIN.)3/18"OR 114'SPACE 7M8'LAMI-(3/18"HS 080,3178'FNS) 48.000x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48000 1+02+1 3 1+CZ+1 3 1+C2+1 S i+02+1 3 1*G2+1 3 1+02+1 3 3'WINDOW ANCHOR OLIANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLL04NNG I DIMENSIONS, FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW iN TABLE. 50.825 1+C2+1 3 1+(2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 i+C3+1 3 HEAD I 54.0D0 1+C2+1 3 1+02+1 3 1+C3+1 3 1+( +1 3 1+C2+1 3 1+q+1 3 8 SILL: 10 ItrV4*MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. ' 183!4'MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+q+1 3 1+C3+1 3 7+C2+1 3 1+C3+1 3 JAMBS: 9'MAX.FROM CORNERS AND 22 t12°MAX.O.C, 63.000 1+C3+1 3 f+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 3. ? *38.375 1+C2*1 2 1+02+1 2 1+G2+1 2 1+02+1 2 1rC2+1 2 1+G2+1 2 O x oat c 2+C3+2 3 ANCHOR QUANTITY PER JAMB e r 48.000 e1+9M _ 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 14C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3*1 3 HEAD AND SILL ANCt�RQUANTTTIE3 e vi c e k c i!C.++*.. _ r C. L— CLUSTER OF `.14.000 ;+C3+1 3 1+C2*1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED GNTHE MEETING RAIL +� 60,000 VC3t! 4 1+C2+1 3 1+C3+1 3 1+C8+1 4 1+C2+1 3 1+C3+1 3 PWS(2)ANC t3 AT OPERABLE "+ c 63.000 vc3++1 4 1+C3+1 3 i+C4+1 3 i+G3+1 4 1+C3+1 3 i+C4+1 3 VENT AND FIXED SECTION.(7) C e e 4 cANCHORS TOTAL AT HEAD AND SILL CUOOOt:38,376 1 +ef- 3 1+02+1 2 2*C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 f 4 c a c48.000 1�Vy+£1 3 1+02+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3`[uwN.O.C.ANCf10R SPACING) v a +` X60.826 ' + +1' 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 i+G2+1 3 2+C3+2 3 r,x g st m c 64.000 1+ 1 4 1+G2+1 3 2+p+2 3 1+C3+1 4 1+C?+1 8 2+C3+2 3 18 3l4'MAX —� t a e c:•s< u a a u. 80.000 ,1t$;3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+03+1 3 2rC4+2 4f —3'ANN. -r-_+-- Q., G 1163.000 1+03+1 4 1+03+1 3 2+04+2 4 1+03+1 4 1+C3+1 3 2+C4+2 4 ��'REF. ` X O ` 66.000x38.375 2+2 3 1+C.2+1 2 2+02+2 3 2+C2+2 3 1+C2+1 2 2+02+2 3 1 ~~� .4 g +++ +148.000 2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 Z+C3+2 3 MTG.RAIL av wkhemnwA6 rhd4*w rade 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORSnewpaxe t 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+G4+2 4 2+03+2 4 1+C3+1 3 2+C4+2 4 � 63,000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 8314"MAX 74,OW X 38.376 2+C,2+2 3 2+C2+2 2-1- 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 j `��" 1 Iw TYP. L_ —"t+I —3"MIN. 1 t l 1 I 48 000 2+03+2 A 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2*C3+2 4 Fk:' `��Y LYNN 50 U5 ; Ir ........2 4 2+C2+2 3 �+L3+i `'� • i54.000 2+C3+2 4 2+03+2 3 2+C,�t+2 4 Z+C3+2 4 2*03+2 3 L+ r2 ..° �"• • •.i • i i i i �*' • 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 S 2+C3+2 3 2+CX+2 xti' r MTd RAIL •• • • • • 000 • No.68705 63 000 2+ 3+21 4 1+C3+1 3 2+G4+2 4 2+Cq+2 6 2+C3+2 4 2+C4 5 EXAMI�LEL CL�ISTL'Ft 1MQTY*Of(4�14NClHC1R9• tJ IMT/11 a NO CH~rN0 70ff/IEEt' ,ma recHMo.007 txwq ZLI� CHORAGE SPACING OX AND XO WINDOWS "�O.' ttA��9CCp .•:•`=cuw: JJT, 62�f1 o AooetD/ocAr7ot1E7EaagdeEv +lOV�TNpTE raaeoMte, I •. ••• • • . �•�i4'•••...... •• G FK 4naw7 C 67197,YLE/1U448E1fC►16LLUE8DUE 7t7AMCMpRCAP p.O.sWttat+ ; ! ,.. .h0DNiAL ROh iiRY�NDOW ll�l�'AG� �� S�OI.��E •��• FJC ?.CtIWB .lJ. •��(+ to ? , ...,..,+r, • • •.Mr• Il t.Yill ta[LEIr,P.p a_ •" 1+)iS ,0 +11 f�:1 P.EJM7ot1 3 1 a 3 • • • • • • • • a a + x a t r • • • ••• • • • i f 4 A ! u a 3 t 3 Y 1 • •• •• • • • •• •• 000 0 0 0 ••• 0 0 ANCHOR QUANTITIES XOX 1/3.113.1/3 WINDOWS TABLES NOTES: GLASS TYPES A,8,0,11 GLASS TYPES C D,E,F,I,J,K,L ANCHOR TYPE 2.3,WOOD 2.CONC 1,CONC $3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: i SUBSTRATE ZONES zosts ZONES Z S ZONES ZONES 1-1/4'ELCO TAPCONS 2-1/4"ELCO SSA CRETE-FLEX 3-#12 STEEL SCREWS(G5) i WINDOW SIZE NERD& (a 2.GLASS TYPES: StL HEAD&SIL .2 HEAD&SLL N' HEAD&SILL HEAD&SILL W v HEAD i 58 L � Q _ 1 ' A.5118`LAMB-(1!8"A,.080,1/LY A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B.5118"LAMB-(1B'A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x X375 1+C2+1+C2+1 2 HC2+7+C2+1 2 1+0+1+C2+1 21+t�+1402+1 2 t+C2+t+C2+1 2 t+C2+1+02+1 2 C.5116'LAMI-(1/8"HS,.OK I/S'HS) TEMPERED I G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+i4C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7118•LAMB-(3118•A,.090,3MS'A) ANCHOR QUANTITY REMAIN UNCHANGED, 90.825 I+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C241 3 1+C2+1+C2+13 1+C2+1+0241 3 1+C2+1+02+1 3 E.7/18"LAW-(3118"A,.09D,3/18'HS) F.7/18`LAAM-(3/18"HS,.090,3/18"HS) 84.000 i+C2+1402+1 3 t+C2r1+C2+1 3 1+C2*1+C2+1 3 ►402+1+C2:1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13(18•LAMB IG-1/8•'DR 3118"A(tAN.),6'18"OR 318'SPACE,5h6"LAMB-(118'A,J780,iAr A) 80.000 1+C2+i+C2+1 J 1+02+1+02+1 3 1+C2+1+(2+1 3 1+C2+/+C2+1 3 t+C2+14C2+1 3 1+C2+1+C2+1 3 H.13/16`LAMJ IG-lAr OR 3176"A(MIN. 5116'OR 316"SPACE,5116"LAMI-(118'A,.090,U8"HS) 83.000 i+C2+1rC2+1 3 1+07+1402+1 3 1+02+1+02+1 3 1+C2+1+02+1 J 1+C2*1+C2+1 3 t+q+t*03+1 3 I. 13118'LAMI IG-1/8"OR 3116'A(MIN.),5/18.OR 3Ar SPACE,dib"LAA*-(1A"HS.A90,1/W HS) J 13/18"LAMI IG-118'OR 3h 6"A(MIN.),3176"OR 1/4•SPACE,7/16"LAMI-(3176'&.090,3(16'A) 63 125x38,373 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+07+1102+7 2 1+a+1+07+1 2 1+02+f+C2+1 2 1+C2+1407+1 2 K.13116'LAN IG-118"OR 3116"A(MIN.),3116"OR 114"SPACE,7116'LAMI-(3116•AM 3(18"HS) 1 48.000 714Cl2+EI#C2+1 CZ+1 3 1+C2+HC2+1 J 1+C2+1+C2+/ 3 1+C2+1*C2+1 3 1+C2+I+C2+i 3 i+C241+ r 024 i 3 L 13118"LAMB IG-1/8"OR 3118"A(MIN.),3116"OR 114"SPACE,7116^LAMI-(3/18'F46,.090,3h®•HS) i 80.625 C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2ri 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 I. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.00D 02+1 3 Ht +1+02+t 3 t+02+1+C2+1 3 1+C2+t+C2«1 3 t+C2+i+C2*1 3 1+(2+i+C2+1 3 DIMENSIONS,FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 80.000 3 1+02+1+C2+1 3 1+C2+1+C7+/ 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+0341 J 63,000 1+C7+1+C2+1 3 1+024'1+(1241 J 1+C241+0241 8 1+C2+1+C2+i 3+ 1+C2+1+C2+1 3 1+C3+1«q+1 J HEAD&SILL: 10 it2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.ODOx 38.375 1+C2+1+C2+1 2 1+C2+ i C2+1 2 1402+i+02+1 2 1+C2+1+02+12 1+C2+1+C2+1 2 14C2+1+C241 2 26 "MFR FROMMCO CORNERS 48.000 1+C2+1+C241 3 1+C241+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 MAX.FROM CORNERS AND 22112'MAX O.0 { 4 x!4626 t+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+02+1+07+1 9 1+C2+1+C2+1 3 1+C2+1+C2+i 3 14'02+►+C2+/ 3 TABLE KEY: x o x 6 54.6X 1+C2+1+C2+1 3 1+0241+C2+i 3 1+C2+1+C241 3 1+C 2+l+C2+1 3 1+C2+1+C2+1 3 7+C3+7+q+1 9 1+C3+t+C3+1 3 ANCHOR QUANTITY PER JAMB BD.00D t+C?Ri I+C,2+1+C2+1 3 1+C241+C2+1 3 1+CT+1+C2+1 3 i+C2+1+C241 3 1+C3+1+C3+1 3 ,fl}.('AD 1+C2+f+C2+1 tl 1+C2+irC2+1 3 1+02+1+02+1 3 t+CS+t+CS+t 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES ++•s�`s x' 06.OXx 36.67$ 1+C2.1+C2+1•? 1+C2+1+C2+1 2 /+C2+1+C2+1 2 i+C2+t+C2+1 T 1+C2+1+C2+1 2 t+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED + ON EACH MEETING RAI.PLUS(1) } $E s 46.000 1+ + + J I+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+i 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT !I x• s •r a yIL%625 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+7+02+1 3 1+C2+1+C2+1 3 1+C2+1+024'1 3 1+C3+t+p+i 3 PLUS(1)ANCHORS AT FIXED SECTION, eEC e v o + 54.E00 1+CZN4CS+1 3 1+C2+1+C2+t 3 14C2+1+C2+1 3 14C2+i+C2+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 J (9)ANCHORS70TALATHEADMIOSILL. « I�.t100 t+ ++ + 140241+C2+1 3 1+CZ+1407+1 3 1+C4N1+0+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 3 4 a&• (3"MIN.O.C.ANCHOR SPACING) :L00 4+C2+4K�4q 3 14'02*1+0241 3 1+CJri+C3+1 3 1+p+t+q+t 3 1+C2+t+C2+1 3 1+C3+1+C3+1 3 + •a« 74.1 x38A7b 1+C24w t;eq1 2 14C2+1+C2+1 x 1+C2+1+C2+1 2 7+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+14C2+1 2 �{– fa a 48.000 1+ +t, _,1 3 ►+02+1+02+t 3 1+02+7+(2+1 3 1+C2+1+C2+1 3 1+024►+024'1 3 1+q+1+C3+1 3 I 25 , i –"�{--3-–3'MIN. 0.825 1rC2+ifr2+1 3 1+C2+1+(�+t 3 1+C2+7+C2+1 3 1+02+1+02+1 J i*02+1+02+1 9 1+03+1+03+1 3 t----f +-- - < + 54000 t+C2+f G2+ 3 1+CT+1+02+1 3 1+C2+1+C2+t 3 7+C2+t+C2+1 3 1+C2+1+C2+1 3 t+C3+1+p+i 3 Ir REF. X O X 4 a 60.00D 1+ +1*Gtf) J /+C2+14'(x4'► 3 1*C3+1+03+1 3 1+q+1+q+t 3 1+ ++ C2 1 C2+1 3 1+C3+1+C3+1 3 1L10DD 1+C2+1+C2+1 3 t+C2+1+C2+1 8 1+C3+1+03+i 3 1+C3414q+1 3 t+C2+1+C2+1 3 i+q41+q+1 3 T— PRODUCTROVf3CJ1 MTG.RAIL,TYP. +r C"nolYM41'�'dm nmida 84sxz3rt8.3T5 T4C2+1«CI+i x t+C2+t+CI+1 2 1+CI+7+02.7 z 1+C2*1.07+1 s t.c241+C2+1 2 1+C2+1+02+1 2 EXAMPLE CLUSTER W/QTY.OF 3 ANCHORSButwincok 48.000 1+C2+i+C2+1 3 140241+C2+1 3 1+C2+1+C2+1 3 l+C2.7+C241 3 I+C2+1+C2+1 3 1+C3+1+C&*t 3 Atolp$Srao NO 50.675 i*C2+1+024► 3 1+C2+1402+1 3 1+C2+1+024'1 J i+C2+1+C241 3 I+t`.2+t+C2+t 3 1+C3+1+q+1 a (SHOWN IN TABLE KEY ABOVE) $4.000 1+C2+1+C2+1 3 1+C2+t+C2+1 3 14'03+►+C9+1 3 1+C3+1+C3+1 3 1+(2+1+C2+1 3 t+C3+i+p+1 3 ' 8D.00D 1+C2+1+C2+i 3 t+C241+C2+1 3 1403«1+ ) 03+1 3 74'03+t+03.1 4 1+w�+t+C3rf 3 7+C3+1+p4i J 314*MAX. 63000 1+q+t+C3+1 3 t+C2+1+C2+1 3 14C3+1+C341 J 1+C3+1+C3+1 4 7+C341+q+i 3 1+CA+1+C4+1 4 ��112"TYP• 68.437x38.37$ 1+C2+f+C2r 1 2 1+(�+1+02+1 2 1+C2+t+C2♦1 2 1+02+1+ t!�'3"MIN, ill fit GZ+1 3 7+•0241+C2+1 2 1+CZ+1+C241 2 j 46.000 1+C2+14CT+1 3 i+C2+t+C2+1 3 t+C2«i+C2+i 3 t+C2+14C2+1 3 t+C?+1+C3+1 3 11031►#P++ 3 0`REF. X pj pF,Y,�Y�N iUt�•,i, 11 50.625 t+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1"l+C3-l+C3-1j4jI+Cl,.I+C3+I 3 t+C241+C2+1 3 1+C$+1+y+1'3 i s i ' •��i• • •_ • :Y–`'!4• �•'' t10EN '•: �� 54.7100 1+02+1+02+1 3 14'02+►+02+1 3 1+q«1+03+1 3 1+C241+C2+1 3 A+q+1.C3�3 s s 4 •• • • • • s tk No.58705 80.1700 14'07*1+C2*f 3 1+C2+t+C2+t 3 1403«1+08+1 i ) t+Gr¢�1 /, a r 'MFC'• •F• • • • •69.000 1+C3+t+q,t 3 i+C2+14 1 3 1+q+1+q+1 4 1+Cy+1+q+t s ,.CA+t+CNt 4 EXf�M 1lt WAT90 QTYPOF(4 ONUHORS =v � a J,L ovml E NO CNAMCT£7/rSdNEF'P 10mle;enNowex}� ANCHORAG.ESPACl/� XOX f/3-l&-l/3) `�O�•., STA F JA e11211"f1 D KiCA►1URF7fLMM•RELt +,WFFNDTE N:M(a»118,FL7+7�7 ° ••�' {-- '�S�`3.'•.R,eoRior.,••6�`\ F.K.- 4Yi&R17 C UPDAIINTA81E �E`'CTVALLERDWTOANCORWIV = .ADJP,0,11Qxtsxo 1 r--; ALUaI�IIOWAIR�IERYt'/!G>�DIW�WIPAFE� '��S�OiV��A//i�{{E��`� Yi/x NOKDA4d,it r?4I4 > ! !+":sr,.!•s • s • , f I f 1f4lLER PE, A 22840$ 8479000 > lygtap�'•' /�$ •9 ti • • 4 21�l0• �Lyy►60rOs 3 i t t o b + ! > M t > 4 n ••• • • • • 0:0•• • • ••• 0 • 0 000 0 0 1 i i ANCHOR OUANTITIES,XOX(1!4-1/2-1/4)WINDOWS TAB LE 4 NOTES: — GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F J,K L 1.ANCHOR TYPES: i ANCT40A TYPE 2.3.V 2 CONC 1,CONC 2'3,WOOD 2,CONC 1,CONC 1-SH'ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(CSI j t SUBSTRATE ZONES ZONE gZONES Nws H j m 0 2.GLASS TYPES: Q WINDOW SIZE HEAD 8 SILL HEAD a SILL HEAD 6 SILL HEAD 1 Ski. HEAD 8 SILT, m HEAD a SIL m A.5/16'LAMI-(IAr A.,090,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 { V <, B.6116'LAAM-(IW A„09D,118'HS) FT.GLASS TYPES G-L SHALL HAVE A 83,125x 38.375 1402+1+C2+1 2 1+G2+1+C2+1 2 14C2+1+C2+1r-l+C2+1+C2+1 +C2+1 2 1+C2+1+ C.5/16”LAMI-(VW HS,.090,1/B'HS) TEMPERED I.G.GLASS CAP,BOTH THE DP AND t C2+1 2 7+C2+1+C2+1 2 D.7116'LAMI-{311("A.OBD 3/18'A) ANCHOR QUANTITY REMAIN INJCl4AA1GED- 48.000 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16-LAMI-(3/16"A,A90,3/16-HS) { 50.825 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C241 +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F 7P18"LAMI-(3MS"HS m,3/18-HS) G.13116"LAW IG-1/8"OR 3118"A(MIN.),5118'OR 3/S'SPACE,5118"LAMI-(1/8'&.090,IV A) 54.000 1+C2+1*C2+9 a 1+C2+1+C2+t 3 14C2+9+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 H.13/18"LAMI IG-1/8"OR 3118"A(MIN.),5118'OR 3/e"SPACE,5/16'LAM!-(118"A„080,V8'HS) 60.0D0 1+C2+1+C2+1 3 1402+1+C2+1 3 1+C20+0241 +C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1, 1311('LAM)IG-1/.OR 3118"A(MIN.),5/16"OR 318-SPACE,5€16-LAMI-(118`HS„090,le HS) J.13118”LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4-SPACE,7116-LAMI-(3+18"A,.O90,3/18"A) 83.00D S+C2+1+Cx+t 3 1+C241+C2+1 3 1+C2*1+C2*1 +C7+i 3 1+C2+1+C2+1 3 9+C3+1+C3+1 3 K,13/18-LAMI IG-118-OR 3/16'A(MIN.).3/18'OR 114-SPACE.7/18'LAMB-(8/18"A„090,WIW HS) 60.000x 38,375 1+C2+1+C2*1 2 1+CYN+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 9+C2+2+C2+1 2 L. 13118`LAMI IG-118'OR 3116”A(MIN.),3/16"OR 1/4"SPACE,7118"LAMI-(3/16"HS,.090,9/16"HS) 46.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C2+1+C2+/ 3 1+C2+2+0+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING P. a�1f6+25 1+C2+i+C2+1 3 1+02N+C2+1 3 1+C2+1+C2+1 9 1*C2+14C2+1 3 1+C2+1+C2+1 3 t+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE, r. a Eat €Y•54000 1+C2Fi+ >f' 1+C2+i+C2+1 3 1+C2+1+C2+1 a 1+C2+t+(2+1 3 1+C2+1+C2+1 3 1+C2+2+C2.i 3 HEAD 8 SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. c CC4 1+C241tC24/ 5 i+C2+1+C2+1 9 t+C2+l4C2+1 3 1402+1+C2+t 3 t+C2+1+C2+/ 3 1+C3+2+C3+1 3 263/4"MAX,FROM CORNERS, ` 4+ JAMSS: W MAX,FROM CORNERS AND 22 IW MAX O.C. r t e€?: L 63.O:A t+C241+C2+1 S 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+7 3 t+ C3*2+C1+1 3 TABLE KEY: i t 74,000:,38.375 1+C2121 Cts 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 9+ C2+2+la`2+1 2 1+C2+2+(:2+1 2 1*C2+2+C2+1 2 X O X 0 €a r s r a +:8000 1+C2+Z C2+1,€ i+C2+1+CZ*l 3 1*C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 ----ANCHOR QUANTITY PER JAMB € o e a man 0owtvk 1+C2+1+C2+1 3 1+C2+2+C2+1 3 /+C242+C2+1 3 1+G2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. i+C2+2i(26 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 i+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED r€ r s 4'' WIN 1+C2+2t 4, /+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+ 2+C2+1 3 1*C342+C3+1 3 AT EACH MEETING RAIL PLLiS(1) j ANCHOR AT EACH OPERABLE VENT F.S&ODD 1+C20 $ 1+C2+1+C2+1 9 1+C3+2+C:3+1 3 1+C3+2+C3+/ 3 1+C2424C2+1 3 /+C3+2+C341 3 PLUS(4)ANCHORS AT FIXED SECTION, i e s e t +s 841I(!Ox,-,4375 1+C2(,%4�4a 1+C2+2+G7+1 2 i+C2+2+C2+1 2 1+C2+2+C,2+1 2 1+C2+2+C2+1 2 1+G2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 4�& 1+C2 2+C2 3 1+C2+2+C2+1 3 i+C2+2+C2+1 3 1402+2*C2+1 3 1*C2+2+C2+1 3 1+C3+3+C3+t 3 (3"MIN.O.C.ANCHOR SPACING) I a e •&e L 826 1+C92,+1i+1 T 1+C2+2+C2+/ a 7-(5+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C343+C3+1 3 • t tE 54,U 1+C2+24C2+1 3 1+C2+2+C2+1 3 1+0+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3WA4 l 3 25 3/4'mex. 1 80.000 1+C2+2+C2+1 3 14C2+2+C2+1 3 1+C3*2+C3+1 3 1+C3+2+C3+1 3 t+C2+2+C2+1 3 i+C4+3+C4+i 3 �3"MIN. 03,000 I+C2+2+C2+1 3 1+C2+2+C241 3 1+ 9"REF. O X 03+2+03+1 3 1+C3*2+(�+i 3 1+C2+2+C2+1 a i+C4+3+04+1 3 X 108,375x 38,375 1+C2+24C2+1 2 14C2+2+C2412 11+C2+3+C2+1 2 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 ~—�� PAOfaVC"r 12.+V15k?D 48.000 1+C2+3+C2*i 3 1+C2+2+C2-1 3 1+C3+3+C3.1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. •+ PhnsA�,iAtroF�clds 50.625 i+C2+3+C2+1 3 1+C2+2+C2+1 a 1+0343+C3*1 3 14C3+3+C3+1 311+6+3+C3+1 3 1+C3+4+C3+1 3Ou6J n46od+ EXAMPLE CLUSTER W/QTY.0F(3)ANCHORS 54,000 1+C3+3+C3+1 3 1+C2*2+0241 3 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 a (SHOWN IN TABLE KEY ABOVE) 80000 1+03+3+C3+1 3 1+(2+2+0241 3 1+C4+3+C4+1 3 14CA+a+G+1 4 1+C3+3+C3+1 3 1+04+4+04+1 3 +" ,diDO+dt 63.000 1+G9+3+C3ti9 3 1+C2+2+02+1 9 1+C4+34G4+1 a 1+04+3404+1 4 1+04.3+04+1 3 1+Ca+4+C841 3 283/4'MAX. 111,000x38.375 1+C2+9+C2+1 2 i+C2+2+C2+1 2 1+C2+3+C2*9 2 14C2✓3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+t 2 i 48000 1+C2+3+02+1 3 1+02+2+02+1 3 1+C3+ 3 CB X1t I -9MIN. 3 + 1 L MN 60.826 1+CY+3+02+1 3 t+C2+2412+1 3 1+C3*3+q+i 3 1+C3*3+p«1 3. t ,1CJ.n�3+i a2 •• — • • • • • w :' NSF' 64.000 1+03+3+q+i 9 1+(2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 . 1L+03+3- 1 3 }4+;,4+ 31 A ' r�•` — • i i��• • *: No. 60,000 1+p+3+C3+1 3 14 +2+C2+1 3 1+C.4+3"COI 3 1+C4+3+04*t 4 1+C3*3+C3 11-3 .'•C'0-4 ,4+! 31 MTC+.RAIL,1�P •• • • • • ••• • _ 58705 _ 89.000 /+ ,,i % 1_-- a • • • • • • • • • C3+3+t +1 3 1+02+2+02+1 3 1+�+3+C4+1 3 t.c4+3*c4+1 4 1+C4+3+C4+1 3 1+C544+C5+1 4 1EXAMi-EOLOSTERiN/QTY.gOP(4?ANCHORS =-a mv �po 411 q8TA �.;:`�: r t ca.xv+mt s uorre4nGas7eraErT ,o�tf �4HtCHORACsE SPACING XOX i/4-f12"t/4 "� to�o.." o ,�? i JJt, 120"!1 O DADCAP TORE TEWMWMEW +aa�TNC77E 1 a C 1 FX WIM7 C LwarerME4,SRWTVALMVUEroANCMRCAP.AW, P.,iaQx,me'+ A,U� hb??tZOMi'6RQUERWNAOW IMPACT ''€+/r le 3 1NN�1N5,F�+JU:4 , / 1,y •.€ �- rr -=' w" t 1 i 141 F AJ. a9.".AKtl A A • M-S • r • • 4 't^• A.LYMi Pk. f A a M t } A , • • • • • • • • 1 ••• • • • ••• • • , L t i i I i 1.513�� .082 •-�{ 1.187 �+--IFoQ ra 3. •42 1 ' 52 24 1 T3 •� f 1. 73 3 SASH STOP COVER #4053,8X83-Ts LH1. 22 F Fe —3.710-----�•� �----2.TiD---►� FLANGRAM E FE HEAD I— -- a.Tsa--i / #41o2A � O FLANGE FRAME SILL FRAME SILL ADAPTER #4136,808378 / #4137,6083.78 I 1.363 w o v 1 .062 1. 87 FLANGE FRAME JAMB 13 —.061 1 .062 L� 401. " o F raoozn W63-TS WL1 A37 i ' C �.6 e N•�e� t"',40 T746 ' r t« 2 °c t}iJ`B 8063 T8 a HORIZ,ROLLER TRACK 1 FIXED MEETING RAIL v 114131,8063•T6 #40548,6063HD-T8 r ate• � �? e 2j 79 �sersrc> c �. i w I tF:.c•�• � �• ,sQaea� I 6`ti`4 L is t 1 3 • 1.83 .082 2 20 1. 9050 1- 1.346 -+� 1.0814.20Y-4 676 1.068-•}-�--�{ 21 SASH TOP$BOTTOM RAIL 32 SASH MTG.RAIL 87 SASH SIDE RAIL O GI AZING BEAD 5118" [M20utIc tR13vtSEt1 14133,8063 TS 14008D,6063HS T6 04128,6083 78 53 +tW0368.608346 A low Roy,"'wuhowld*C440 Oce 1 bids 060 4t4O4 y4. 878 878 .878 .883 _�1 ow 3 1.068�8..r 1.086-{-"--'«I T 080 I ,e— 1 s!!!!r r GLAZING BEAD.6/16` 56 GLAZING BEAD f GLAZING BEAD,7HS" 59 GLAZING BEAD.13118" .�`�� .LY N��•,ri� #40448.806')T8 114222/4 808�T67aT, x �"( A 8083-T8 •• ... •• •04687,$QWT6 y1cHNs�'.,Fp j (USEDW!Gulll KIT) , + (•WDN,TGRILLKii) • • • • • • • • �' #{ * s+ + f a a s ++ > • • •• • • • • • = *' No.58705 I=W •• ••• •• • • • •• � } WARN' ` d.t 1(Yf7l1f JftAE hGC7fAHQE 7/rl A71EEi °" " p'• '•, � mfo r„ oorrve EXTRC/S/ONS -AA-- rxawf o NDCh14N0E711R1lMEiR a radia nan %,,t�`S' •-........ G�• FJC 4/lStl7 c 1locruwo,g7tass>! r :a n.3.ugx,a»s ;: A:UY.KVWC%ftMltER!tffl 1p1,'1�1PAC7' F.K. 8?d41M J.J. dQ1N6 atWK,4•e,F:ar2,S .+'/bdey ' ' '"" • �+' • rr.rf" • • sw `rrrlf —__—___ _ , ,,' gi 11yfo • Nfalf •i r f t • • 412AO• E r dlcs r E •-—• 1 f i I ) i i , D • • • • • • • • ••• • • • ••• • • f i i jrfFm DWGM DESCRIPTION MAIL PI rm" RRV pESCRIPl7[3N �— L I 1 4102 A FDNC FRAMEIiFAD 6063-T6AL 612237 66 S 13/16"IAMIIG.118"A IN. 3!E•A[RSPA SIi6'UMI 1 6A L l/8"PI j 2 4025 SASH STOP STD. ANT]LiFrci IP 6063-T5 AL 617144 67 13/16"JAMI1G1/8"A IN. aid"AIRSPA 5/16"UMl 1/8"A 3 .090 1/8"HS MSX 314 PH.PAN HEAD 7834AA 68 13116"IAMI 1G1/8"A MIN, 8"A1R SpA 5116"UMl 1/8"HS.090 i(8^Hg 4 4053 SASH STOP COVER SASHSTOP 6063-T5 AL 69 N 1311(1 HI-3/16"A IN. MWAIRSPA 3/16`L1M7 !/8`A .090 PV$718"A " 6 4136 FIAMMFRAME,III 6063-TEAL 64136 70 13116"LAW 10-3116"A MIN. NII AIRSPA 5/16"UMI I/8 A .090P 1/8"HS 7 4137 SIU,ADAPTOR 6063-T6AL 64137 71 i3l16'UMIICI3l16-A IN. 5/16-AIR SPACE,5/16"UMI I!8"ELS.090 1/8"E1S 8 4131 ROLIERTRACK 6063-T6 AL 64131 13/I6"IAMIIii MIN. 1/4-AIR SPA 7/16-UM1 19'A 090PVK31 D ! 10 71298 WESPti01ECbVER PCMYPROP. 712-9873 13116•LAMIIGI/8"A MIN 1/4'AIRSPAC 7/16"UM13/10 090P 3/76"HS 12 1626 ADIIESIVEOPEN CELLpOAM PAD 7PAD1626 74 I306•UMI IGT/8 A MIN. 7J4•AIR SPA ?/tb"UMl 3/l6"HS.090 3I16'H$ 13 4002 A FLANGEFRAMEJAMB6f163.�pj 612225 75 13116'UMIlG3/16"A IN. ]116"AIR SPA 7l16"UMI 76•A .090 3J16"A 14 4134 GASKET FCN2 MAIN FRAME$ILL JOINT 76 74134W/K 13116'UMI1G3/16'A 3116'AIR SPA ?/16'UMI 3/16`A .090 3/1b"HS 15 1155 #8X 1.000 AD PN,SMS ?8l A 77 13/16"lAMIIC)3/16°A IN. 3/16 AER SPA 7/16"UMI 76"HS.090 3/16'HS 16 4110 G SC�tEENADAPTOR 6063-T5 AL _ 641100 90 1014 3(3tE'ENFRAME RdcVER. 3103H14AL 17 4054 B FIXED MEET TNG RAIL 60b3H13 T6 AL 64054A 91 1630 SC3tEId•1 CORNER 1Cl ywlRlNQq POLYPROP, 9 z WS7'P..187 X 230 FIN SE A L 92 7631 SG7tE8 i CXJdtNFR KEYwiOUT RWGS PCII YPROP. 11 r `4fOS A P dl BCECfC3M RAIL 640660 93 1073 SCREW SPRING 6063-T5 AL 612240 ST.ST. ` wCTp...20 X 270 BA FI SEAL lbw SCRI?EN$PLN&-.135 pEA.FOAM EM PVC + 616830 95 1635 -SPLINE-133DIA.HARP F1Npyt 225 FOU FR HOUSING&GUIDE 42112HD 96 $CRI3�J 24 226 gjq) XRWHPI3LS BRASS 7BRWE1I2 UA7H e: k 91 �8 EZ AL RORER SASH TOP C;ZRI>F PC)Z YPR(>p. 44128N I c d 32 4006 D SASIfM RAIL. 6063HS-Tb AI, 64006 33 1235 „1 X 270 RA FIN$EAL 675160 2.710 ' M1 AST 71096 j 6 36" 1016 �Ms°}F. PEI Fl SMS 7858 j . 37 4126 4!€S#v'L�73RAIL 6063-TS AL 64126 0413 RJST>l k'0 X 270 BA FIN SEAL 616MG 2. y , U3; BAll�L9YR1P.I87X2?5 _ 67070K I Oe2 5 •c 40, PI —EI RA COVER CAP 7407rC'L OR R j— -4- 41 4139 LF.FRAME HEAD 6063•T6AI, 64139 j 42 4o LF.FRAME SIL 6063-T6 AL 64140 41 I.F.FRAME HEAD I 43 4141 IA FRAMEJAMB 6063 T6 AL 64141 #4139.6011 30 C$A?1NCIS DOW a99,995 OR AIFNf 51 127A3AGIA NYE Q AZIM BRAD BULB C K 6nill K 52 1225NYI,GLAZINGBE3ADBU18 6TP24W, rx<itwcrfulvlsso 53 4039 LAZlNGBEAI?-5/16" 278448,710:-� •°b IIIA wLA01101 i4r 6063TSAL 6403911 ardd code 54 4044 AZA1G BEAD-5/16"WXitiLL KIT 6063 TS AL N• 604703 .0622 55 114 1 42x1 ZIIVC'#BFAD-7/L6" 6063-TS AL 64222 56 985 AZII4"CIBFAD•7116'W/(MUKIf 60111 AL 6M Af+ 59 4067 CNAZINGBEAD-13/16' 60bX AL 64067 1' 60 C1USS 3/16"UMI i/8'A .090 1/8"A 48 I,F.FRAME JAMB 1 61 5116"UMl V8"A .090 1/8"IIS i i '/4141,6063 T6 ��`NY 62 5/16'UMl 1/r M ,090I`VB 7!8"HS} 3 • i e a . •• ••• • • •Le ��` ��D,.• ••^••... 63 " 7116"UMI 3116"A,.090 3!!b"A 'i- , , , '�; ; i; ' , • • • • • ENft t9 64 7/16'UMI 3116"A -090P 3/16"IES '- "''" + •• •i ••i it� N0.58705 65 " 7/16'UMI 3/16'Ei4,.090 PVB,3/16"115 ••• till i ••� ••CF,kRZ1M6S;ILL _ a , 1 JAR fWWIMI E ND GNA19E JfM88/1�T �� —#4140,6003-T6 j I /'� ;•l[/� 1 t.atom aAve � `;� l7AR75 e s _ f 1.H, ti�tt n D ro OL488 TYf+EB s.,� >!�c ais.Fl»! i , • ..• . ��(.•••FIAT[OF.•�G�2: FX 4HlLG7 c fT1�164/4t847 '3 3 F,Cegc,nr ;' �' Af. T LERWf pIdPHCT ��'�ss/ONAL�E } i</c araeoos Lr ana�6 iN°"C,v I-FIL sm } t � • • • • r + i p .. r5 � -•at . .rr� �.cri+lldllb�,PE E r.tJ enva T t i 1 Y 1 t a a t t; v , , ••• • • • • ••• • • 3 ) i S Y t , i • • • • • • • • • •• •• • • • •• •• a INTERIOR 37 32 35 22 39 ! 1 22 Q 16 2 I EXTERIOR INTERIOR 13 i ' 21 MAX.VENT OLO MAX,FIXED DLO —4 MAX.V DLO MAX,WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) d rt g c r MAX a INTERIOR 17r 37 39 < ce �. rt3ttt ( FLKNGE E • FRAf E r k $ VENT g i • r a. r DLO Q 18 Y ex g f � 2 MAXI DLO i rRac-O FIXED DLO — . MAX.VENT DLO 43 i t b s MAX."OTH(LF.FRAW) EXTERIOR SECTION A A € #. 2a (HORIZONTAL SECTION OX SHOWN WITH INTEGRAL FIN FRAME) � I 8 22 21 41 klN lWA)UCraaVJlIW I 8 imah 60 irwcws t o+as 7 12 24 EXTERIOR N' 4'I 12 {a EXTERIOR INTERIOR l luu i 6 10 10 8—i 2 *: N0,66705 GC lslL( •H[ D ... _ (VERTICAL SECTION.FLANGE FRAME) (VERTIC&'bECYI6N,(A FRAME)' ' ' EVERiIi}AL 9ECT�1,i.F=Ft�nnE) b �� W Jr rarmt E NDCWA ff7M sw0 """ sYA OF j v My air N07Dr ° SEC7lONS ; > i "I',"� ONAI �a`• F JL C +►rte ti vrcove i I P.t'e4r�e = i + -:Al /ZOII(fq�RWER 1�1�1b0Y1t fMPACT S1 E ` FA 278D0 J.[ �++acr 7ro.a 3tnl y ;�*+r • • •x w �' RE ' -�- + , ._1_ ° ' ht*dY •! "11 • 129100' E rF.enm I i>> s + s zf , >> r s • •• •• • • • •• •• ••• • • • ••• • • 1 27 3Ar MAX.DLO 54 5/78`MAX.DLO FIXED 27 3118' OLD VES X.MADLO MAX.DLO VENT FVED D D i t t t f X Ox x x i - _ X o x C ! I act,** c 110"MAX.WIDTH LF,FRAME 65 7/15°MAX,WIDTH I.F.FRAI4E-^—� x s I?1'"IMDTH FLANGE FRAME 7H6`MAX.WIDTH FLANGE FRAME of ftc 40 1 t: ` c E 0 o k•k DETAIL B-XOX(114-112-114) DETAIL G-XOX(113-113-1/3) x C 1..�4C' li CN6 f- . V, 16 i F o o NOTE: F ( F, w r n 33 9/18'MAX. 33 Wit'MAX 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, ' c a-x,L:O FIXED 0 DLO VENT bk :,4ma Poo 60 c_ - f a 0 47 83"MAX. SEALANT OR AT HEAD AND GASKET e m FLANGE oese A A ( FRAME ALL } 67 318` I 6p. CONFIG. 15 MAX DLO ALL / DLO ALL 15 I.F.FRAME i FDIEO VENTS PRtxYUCT& j Lues ez'MAX. .em=wkk dw xr ay I.F,FRAME m c AaiNuaoe Ab X ALL ' CONFIG. { , 13 FLANGE FRAME \,\�1{IYNLV fir 73`MAX.WIDTH I.F,FRAME--+-� � - Y j 3 ' a 3 ' ' ••• ••: : • • • • •s •�,ttr'•�gNs�r''� p r i / # 74`MAX.WIDTH FLANGE FRAME ` ' ` 3 • • • � i i ��:' '.'A �,58705 DETAIL A-OX OR XO 3 3 3 3 > (0 0 0 0 0 0 COQ SRLIf.TION) L1 1a*tEaQcrwvQE7rasNlEr :p•.NOQ4QEI1x16aNt:67' 08r • �Fre 41 a ,aolcs;wPLsle�' Z �s • •• �•Of7LtERWIi�DA IWACT 'r,FSSyFlN t Pc;•Qxt34• ff ONAL F. m 1d a? 3ffAw <3s,.ttur4 79irtbAea..3 >; 3•vto �• • :� iZ� • : �1� F AA ln v�s j •a :, F i 3 a l i x } > ( a 1 ••• • • • • ••• • • #( 3 x x x a + 3 x • • • ••• • • • M i i 1 a x ) 3 s ! 3 3 • • • • • • • • • • ••• • • • ••• • • i i 21 60 21 50 " a EXTERIOR INTERIOR 53 12'NOM. 55 1W NOM. (ALL SEcnaNs GLASS ATE GLASS SITE ) 51 60,81,82 51 63,84,88 IV ANNEALED OR HEAT STRENGTHENED GLASS 3MW ANNEALED OR HEAT STRENGTHENED GLASS f' 000 SOLUTIA OR DUPONT PVS INTERLAYER 080 SOLUTIA OR DUPONT PVS INTERLAYER o-"& •& c •" 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3t1W ANNEALED OR HEAT STRENGTHENED GLASS w w e c r • 5M8'NOM, 7118'LAMINATED s c e• e w 5/1&LAMINATED GLASS 7/18"LAMINATED GLASS c c e«"eot a;, e� , ,, r� •• tc we a w c • f.c's � is 64F8lw E k V F t, is"0 G aye a@•4 E k P � C k 4F�C• of c 0 t c"\2t — Tadao � 60 21 54 Gk w8•IB, Nwp6* IrrNO •c• ,t,� � Irr NOM. 07! 59 GLASS SITE 52 52 t 66,87,88,89,TD,T1 72,73,74,75,76,77 ply n,y,, y„ m�i6dln�C1�M 118"ANNEALED OR HEAT STRENGTHENED GLASS 3ME ANNEALED OR HEAT STRENGTHENED GLASS En Na 080 SOLUTIA OR DUPONT PVB INTERLAYER 080 SOLUTIA OR DUPONT PVB INTERLAYER 110'ANNEALED OR HEAT STRENGTHENED GLASS 3H6 ANNEALED OR HEAT STRENGTHENED GLASS Bt1E LAMINATED TAW LAMINATED 6118"OR 31E AIR SPACE 3M8'OR IW AR SPACE tf6"OR 3ME MpNEALED OR TEMPERED GLASS—A 118"or 311r AAINEALED OR TEMPERED GLASS A 1311E NOM. 13118"NOM. t t 1 t 13118"LAMI IG GLASS WI 6/18"LAMI 13(18"LAMI IG GLASS W/7/18"LAMI �� LYNN A,f,4, ` ^ �•+••• • • • • • •• = :' 58705 %* ' ^ v '• • •• • • • • • A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL RAVE A160emblc,b'LASS W.pyw E s P•AND"OR vuANT4Ty TOREMAIN UNCHANGED. J.t tlmr E NOeJF1AtVKi8 TH68/EET �Q .. six f0 A ter+ v la atrms�7E .aa"7NeT1i; ,o'oM OLAZ/Nts DETAILS .. Miarr ILOFLOR�vG'�C9�� Fac arrcYm c Moc►ww TMean T j a.'appx>bap> - � W NOWONTALROLLERWINDOW IMPACT F.K. 32M .U. suw � ° NOtt'�►a0.r2aw,Y WblE,b Jar}, yRM• � �.•w 11T7-10 E • •• • •• • • • • •r;• • ' • •• •• • • • •• •• ••• • • • ••• • • � • �I I GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW ` 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. I A.6/18"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, y B.818"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 1Ar HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C.6118'LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS MITERLAYER D.7118•LAN CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. ' E.718•LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3/18'HEAT STRENGTHENED GLASS NTH AN.OW DUPONT BUTACITE OR SAFLEXA(EEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET ' F.711W LAM]CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVBINTERLAYER. GENERAL NOTES..._........1 r GLAZING DETAILS............2 t G.13/18`LAMI IG'(1)LITE OF V8"OR 3118'ANNEALED(MIN.)GLASS,8/18.OR 318'AIR SPACE AND 6118"LAM)CONSISTING OF(2)LITES OF tA3'ANNEALED GLASS WITH A DESIGN PRESSURES..,,,-3 e w 400 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS...................4 c 0 VERT,SECTIONS......,....5 c 'z.`H.€�3118°LAME IG: I)blE OF 118"OR 3/l 8'ANNEALED(MR)GLASS,SAS"OR 318`AIRSPACE AND 6118`LAMI CONSISTIIVCi OF(1)UTE OF IAS'ANNEALED GLASS AND(1)UTE HORJZ.SECTIONS.........„.5 PARTS LIST.......................8 t F tA!”NEAT£S REN'3THENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, a€tarp EXTRUSIONS_..................7 c r `'€ « 1.43/O'LAN�ii i)UT f.OF IAS"OR 911W ANNEALED(MIN•)GLASS,8/18'OR.WW AIRSPACE AND 6118'LAM CONSISTING OF(2)LITES OF 1Ar HEAT STRENGTHENED GLASS CORNER DETAIL.............5 A • r o HATH AN.Mr IPOW.BUTACTTE OR SAFLEXAMEPWE MAXIMUM PVB INTERLAYER ANCHORAGE....................8.11 j.i3.j��,1�8'LAMl jd-til Ltif£OF VW OR 3118'ANNEALED(MIN.)GLASS,9118'OR 1/4•AIR SPACE AND 7118"LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH AN ON DUPONTS9;IWATE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E e 18'LAm4Ie-Ai)tqE OF 118'OR 3118'ANNEALED(MN.)GLASS.3/18'OR 1/4"AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3MIP ANNEALED GLASS AND(1)LITE e 3118"HE�4T H e�` „ g yST%5FJG THENED GLASS WITH AN.CBO DUPONT BUTACJTE OR SAFIEX/KEEPSAFE MAXIMUM PVB INTERLAYER I t FfftP ; "L.13/18'LAMIld;11;GFE OF 1 AY OR 3118^ANNEALED(MIN.)GLASS,3/18"OR 1/4'AIR SPACE AND 7116"LAmt CONSISTING OF(2)UTES OF 3118'HEAT STRENGTHENED GLASS Vi* e SMITH AN. *.IK ET BUTACITE OR SAFLEXACEEPSAFE MAXSMINA PVB INTERLAYER e ` `2.COI+hGURATm%m:sv4o'5o X � tev•t• ar=fc. c f e3.DFSIGIJ PRESSURES:(SEE TABLES,SHEET 3) + e•tt j A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300U2. lI B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13W,0Z 1 f 4.ANCHORAGE:THE 3318396 STRESS INCREASE MAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT•SEE SHEET'S 8 THROUGH 11 FOR ANCHORAGE DETAILS. PROWicT RSYtSRA r ag4y' wM6 A•Floilok j S.SHUTTERS ARE NOT REQUIRED. •, r Avw*imm No 6,FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. i t 7.REFERENCES:TEST REPORTS FTL466Q FTL4869 AND FTL S=. ELCO TEXTRON NOA;040TNA1,03.0226.OS 1 ANSUAFRPA NDS•2006 FOR WOOD CONSTRUCTION I t r 1 I ADM•2005 ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE RP..Y1UiREME%r8 JF'.HE?L('tiT d3 laq Io GOOF, INl:LLJDIvo v4E WAV VELOCITY f �HURRICANE ZONE(FIVH4 a r , P ,• e r � • • • • • • • I • • a •• • • • • • &FOR INSTALLATION IN TFiE HVHZ ABOVE FT.GLASS TYPES G•L StNALI.V.LVE A 1£dIPERei)1.0.3LAS"Goa•&s•TH7H��Q A$$IDR QL?AJN71TY REMAIN UM04ANGED, _ :u•? JIRa 1JMT7/!t F JEOtoCCV7EdNNQE ryapq� r, ' , MAN* -akf !COe � ' GTA1 ion yrvm my GENERAL NOTES NMI d 10CAPTOE7�E0 +QFT/OE POMb.it ..... FIu 4naar LlM#ORIZ( iTt01LFR WW IMPACT OF,,TLa vW, �J ��,S�O''''N''A'I1L��• RK 2I48ATD d.,L aR3A08 >a", a + +a• •, a• > 7't8 1•r 1 41$7%10 gee + > a • •• •• • • • •• •• ••• • • • ••• • • i i f _ t TABLE 3.X DOORS ® TABLE 4.XX DOORS ® TABLE 6..Q SIDE LITE A TABLE 6.XO&OX TABLE 7.OXO.XXO QXX APPROVED_ANCHOR TYPES; (ALSO X OR OF XO&OX) &DUO A1,9J4"ELCO TAPCUNS 7�71DaurTnsalvrBa GLASS TYPES A.B,C,D,E GLASS TYPES A,B,C,0.E GLASS TYPES A.B.G Q E GLASS TYPES A,B,G D,E GLASS TYPES A.B.C.Q E r cogdSAw<whY tle Fbr70e ANCHOR TYPE ANCHOR TYPE A SUBSTRATE 2,a YVWD 7,2,CtJNC a SAUBSTRATE 2.8.VYODD 1,4.CONC 2.�VY000 1.2,CONC ANCHOR TYPE- -.._.-_ AN(�t�t n{'E 8,+9dGa Codi a SUBSTRATE i SUBSTRATE 2.3. E ,�•mr� a SUBSTRATE 2A VYOOD 1,2,CONC 2.1/4'ELCO SS4 CRETE-FLEX AeetpUKDOORWIDTHIS 4 Z' S i 6• LOAD 2DNES QQ _,Aml^ tQAD ZONES �$ LCLID IOFIES DOOR WI01►i5 IOAD ZCNES DADA VJDTHS TOAD aDP1ES MASONRY ANCHORS °A t 2 NY` > , "c'-25 %OC-47.7 w ro . 10. 'X"•25. 3.1112 SCREWS G6 M7 Pf �c'm I TO 37.5 TO 71.7 TO 36.7 26.50 t TO 3Z TO 37.50 L V 4.ENCIRCLED ANCHOR QUANTITIES INTABLES 4 N -- m •�• °° m ► �' 1� to ° < (�' a TO 71. Qo In AND 7 PERTAIN TO THE F ,o .r#i # < � SIE X SOLUTIONzi EXAMPLONNCFS4HH ET 8, .�y�* yy ( woTtl x Hr. x ' x ,c '3 1a7DT7,x 1rr. vuaTH x 7+r, 0 0 4 o ww"x He LnT WIDTHx H1. o e # o o 1F O $ LiJ g u4i ' 25.60 x 79.7 6 2 M23 ;7,75 x79.7 4 9 8 ; 2 3 10.75 x 7Q7 4 1 4 1 10,75 x 79.7 4 2 4 2 10.76 x 7A76 4 2 A 2 mI pp f e 83 5 2 e7x 7 5 1 7 4 2 3 83.7 4 1 4 1 83,7 4 2 4 2 83.75 4 2 4 2,wo a Q U1 O a•e 5 2 7 e x 87. 6 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 ; y 87.7 4 2 4 2 0 W er- Q 41 •81x.>b b 2 +7 91,7 5 1 7 ; 2 3 91.75 4 1 4 1 91.7 4 2 4 2 91. 4 2 3 4 2' z J c 96.1 8 2 7 a ♦9S.T 5 4 7 ♦ 2 3 95.7 4 1 4 1 96,7 1 2 ; 2 ¢ 95.7 1 2 4 2 d Z7.5(7`x 79,7 5 2 7 4 2 3 51'7$�x"i4 6 4 7 4 2 3 12.75 x 79.7 4 2 4 2 12.76x79.7 4 2 ,Q 4 2 ,Q 12,75 x 79.75 4 2 ; 2 ' 5 2.0 f Fl 3 c a 83 6 4 7 4 2 3 83,7 4 2 4 2 83.7 4 2 '4 4 2 f 83 7 ; 2 4 2 (/} d (LL J o r U'.7 5 2 e7 4 3 e x a"7e 5 4 7 4 2 3 87.7 4 2 4 2 87.7 4 2 m ; 2 87-76770 4 2 O pt 4ka92 8 217 4 2 5 , p7 S 4 7 4 2 3 81.7 4 2 A 2 81,7 '4 2 f ; 2 91.7 4 2 4 2 0 02 b o 8�.7' 8 1 7 1 a 6 957 4 2 4 2 85.7 4 2 '� 4 2 95,] 4 2 Q 4 2 Q k 2£.l��x7L•,€ 5 2 8 4 2 3 66,76x79.7_ 5 4 7 4 2 3_ 19.90 X 78.7 4 2 4 2 19.00 x]9.7 4 3 4 2 19.00 x 79.7 4 3 &L d O Z '$i Z j . 83.7 5 2 8 '4 2 3 ash"&f, 5 4 7 4 2 3 83.7 4 2 4 2 83.] 4 3 4 2 83. 4 3 0 4 2 0 Q ""•89. 8 2 d ,4•2 6 60,600. 6 4 7 1t23 87.7 4 2 4 2 87.7 4 3 1 2 87. 4 3 p 4 2fJ '�0 2 �8 1 b r QkT 8 1 T 491.7 4 2 4 2 81.7 4 3 ; 2 91. 4 3 4 2 O9d€. 8 2 dk 4a u? s 95 7 a 4 a t 96.7 4 2 4 2 95.7 4 3 4 2 96.7 4 3 v ; 2 - 31.50 x 79.7 5 2 . 2 3 59.76 x 79.7 5 5 8 4 2 3 21.75 x 79.7 4 2 4 2 21.75 x 79.7 4 3 C 4 2 0 21.75 x79. 4 3 4 2 d N U 1 83. 0 2 cy 8 4 2 6 83.76 5 S 8 4 2 3 $3.7 4 2 4 2 83.7 4 3 4 2 z 83. 4 3 ,Q 1 2 �s Q Q 87.7 8 2 8 4 2 6 87.7 6 S 8 4 3 S 87.7 4 2 4 2 a 4 �33 w 4 2 w 97. 4 3 4 4 2 4 d 81.7 8 2 8 4 2 6 91.7 8 5 8 4 3 5 91.7 6 2 4 2 01.7 S 4 2 � 91.7 5 3 0 4 2 85,7 7 2 10 4 2 6 96.7. 6 6 8 4 3 5 95.7 5 2 4 2 95.7 b 4 2 O1 95.7 5 3 '; 4 93.60x79.7 0 3 8 4 3 3 63.76 x 78.76 6 5 8 4 2 3 27.76 x79.78 6 2 4 2 27.75x79.7 6 3 4 2 p 27.75 x 79.7 5 3 4 2 ' f 697 6 3 8 4 3 6 85.76 6 5 8 4 3 5 83.7 5 2 4 2 83,7 S 3 z 4 2 = 837 6 3 } 4 2 4's�' 87.7 8 3 8 4 9 6 $7.76 6 5 8 4 9 S 87.7 6 2 4 2 8T.7 b 3 4 2 z 87. 6 3 4 2 M 91, T 3 10 4 9 6 9t,7 0 5 8 4 3 6 91,7 6 2 4 2 91.7 6 3 4 3 y� 91.7 6 3 4 3 6 857 7 3 '1D 4 3 0 957 7 8 10 4 3 0 957 8 2 4 2 96. 6 3 4 3 M 96.7 8 3 4 3 Q= 36.60 x79.7 8 3 0 4 3 6 67.75 x 79.7 6 6 9 4 3 6 36.13 x 78.7 6 $ 4 3 30.13 x79.7 8 1 �' 4 ►- b S 3613 x 79.7 6 4 4 3 1�] 8 3 8 4 9 6 8ST a 5 6 4 3 6 83.7 8 9 ; 3 &l.t 8 4 4 3 83.T 8 4 4 9 ^ 87.7 8 3 6 4 3 S 87.7 a 5 8 4 3 5 87.7 7 3 4 3 87.7 7 5 4 3 ff 07.7 7 5 4 3 \*`il,lffllil��, 91.7 7 3 10 4 3 5 91,76 7 6 10 4 3 b ' 91.7 7 6 K 4 3 957 7 3 id 4 3 5 95 7 8 10 1 3 5 957 7' 3 4 ( 3 + i .96'� I 0' • 4 3 • • O 97.60 x 72.7 8 3 8 4 3 6 71.75 x 79.7 6 5 8 4 3 6 36.75 x 79.7 8 1 4 :. 36' x fc'4 • 3f�5 i i i 4 4 3 = 4 83 7 6 3 0 4 3 6 83 7 8 6 9 4 3 5 83.7 6 3 3 ' ' ' 83• f7 4 N 1► • •817 �7755 4 9 uf " '�w �j Z 67.7 7 3 10 4 a 6 07. 0 5 9 ; 3 6 87.7 7 3 4 3 87,7 5 • 4 3 • •81 4 3 _ :w 10`.- 99.7 7 3 10 4 3 6 91.7 7 0 1D 1 3 6 91.7 T 3 1 3 91.7 7 5 yw 4 3 ? 91.7 4 3 Y°u� z :.y\ 3 5 95.7 7 8 10 4 3 5 95.7E �7, 3, 4 a ii 95.7 7.f5 4 3 95.7 4 3 � ,'• ••'pYf�: 1 low- i ''' r , , ,• i • • • • • Lee: • • ••• • • • ••• • • MIAMIEOIAD MIAMI-DADE COUNTY,FLORIDA DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY PRODS�CONTROL SECTION AFFAIRS(PXRA) m heat,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mei.Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) 3Is-zs9a P(786)315-25" www miamidade aov/uere./ P(,rT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed 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-Dade County)and/or the AH1(in areas other than Miami-.Dade Coun the right to have this product or material tested fry or quality assurance purposes. If this pfodu�t of mr • fails to perform in thea stFU ...... accepted manner,the manufacturer will incur the expense of such te�g and the AI-I� • may immediately revoke, modify, or suspend the use of such product or material withinth*i urisdkiome • PERA reserves the right to revoke this acceptance, if it is determined by Miami-DaderO;xmty Product Control Section that this product or material fails to meet the requirements of the applicable 5fi lding code.:. '•••• This product is approved as described herein, and has been designed to comply with the rerida Building ...•• Code,including the High Velocity Hurricane Zone. •••••• ' 000 DESCRIPTION:Series"HR-710"Aluminum Horizontal Sliding Window-L.M.L...... •••• APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller WirdoWwrap t,;• •••••• , sheets 1 through I I of 11, dated 02/28/2006 with the latest revision "E" dated 10/1A61;;prepar'ed , " PGT Industries, Inc., dated 02/01/2012, signed and seated by Anthony Lynn Miller;TT:.Z., bearh; j: - " Miami-Dade County Product Control Revision stamp with the Notice of Acceptancy"number"and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant, -•-" "_ ." """ LABELING: Each unit shall bear a permanent label with the manufacturer's name'pt Logo, city;"state, model/series and following statement: "Miami-Dade County Product Control Approv`�d"unless otherwise " noted herein. " RENEWAL of this NOA shall be considered after a renewal application has been filed and'there has own 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;,entirye.NOA shah, be prPvided to the user by the manufacturer or its distributors and shall be availabid for in�otl at the tob site at the request of the Building Official. This NOA revises NOA No. 11463012 ani canais`s f tis page 1,evidence pages E-1, &-2 and E-3,as well as a a Yi approval document mentioned abov-Le.. The submitted documentation was reviewed by Jaime D.Gascon,P.E. - . • m aa � . os� G �e V w4 i Wi- 44 Mt NOA No.11-1114.04 �� • Expiration Date: December 21,2016 . . Approval Date: February 16,2012 Pop I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-081S.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 2Q3-9} •••' Ala with marked-up drawl '••••' •••••• Along p ngs and installation diagram of 0 X�OX aluminum .• horizontal sliding window, prepared by Fenestration Testing Laborgtery, Inc.;��est •••0: Report No. FTL-5330, dated 07/18/2007, signed and sealed by Cdflbs S. Ridnda .: P. E. 00000 0 0000.. (Submitted under NOA No. 07-0815.09) •••• 00 60 6 0000.. 0000 00:00' 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •••••' '..' 0 0000:0 2) Uniform Static Air Pressure Test,Loading per MC T2kS 202.94 • 3) Water Resistance Test,per FBC,TAS 202-94 w ; -- ; '' - •••• • .�..... 4) Large Missile Impact Test per FBC,TAS 201- .•' ; ;•,;p 60:00 5) Cyclic Wind Pressure Loading per FBG,TASQ - 6)Forced Entry Test,Type"C"sliding window,Gracie 10, per FBC 24113.2.1,TAS 202-94 and per AS`i!N4-F 84244-- Along with marked-up drawings and installation diagram "6f-:AUX al-crri tum horizontal sliding window, prepared by Fenestration Testing LjbQratory,Tnc:, Test Report No. FTL-4858, dated 03/08/2006, signed and s4-.altd: by .Edmundo - Largaespada, P.E. - (Submitted under NOA No. 06-0405.06) 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 20.1-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"C"sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94 and-per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal slidipg RjAciow, prepaped by Fenestration Testing Laboratory, Inc., Test Report No. rT"s9c Utel :03/08/2006, signed and sealed by Edmundo Largaespada, (Submitted under NDA No. 06-0405.06) W '` Jaime D.Gasco P.E. a Product Control Section Supervisor NA No. 11-1114.04 Expiration Date: December 21,2016 .. Approval Date: February 16,2012 6 PGT Industries,Inc. NOTICE OF—ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1304-98/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS ""• '••••• 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeA Mourn c'f'o:, +• Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/1:•,•expi ring on •, • 12/11/16. • 2. Notice of Acceptance No. 084206.01 issued to Solutia Inc. for.��•"Saflcpt P Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. ••�,• F. STATEMENTS ." • 1. Statement letter of conformance and compliance with the FBC A3j7 ,4ith.e. is•:••: supplement) and FBC-2010, dated 10/25/11, signed and sealed,b,-i.)lnthoriy L�& Miller,P. E. 2. Statement letter of no financial interest and independence,dated 1X 25%11,sig_ee and ------ sealed Tm_sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per lection 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by--Anthony .Lynn Miller,P. E. - µ- --- 4. Statement letter of no financial interest, conformance and compliance'with 4 C— ----- 2007,dated 06/29/2011,signed and sealed by Robert L.Clark,P.E. m" (Submided under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 0 7-081S.09) . rJ w w m as v 1. w uv a. • v x .c o w t 4v 4a : Y ti •o v +a h4 v ai W r V I V u v t 4,4 "' ,Jaime D.GasconP. . a ° ° Product Control Section Supervisor ire W W t..wy urY ii NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 W z 49 1� �L e PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA Na 06-0403.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02,issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window- L.M.I.", approved on 08118/201 l and expiring on 12/21/2016. . . .... ...... .... ...... .... . ..... .. .. .. . ...... . . ... .. ...... iN 4. aY W V .k N V f: • w ti tl cb YF dB v .i 11 .i h W 6k 41 4W it'W i Y e w W as u r a w m Jaime D.Gascon,P.E. 4 was w w Product Control Section Supervisor W ro +D Yr Y J v2 '� • NOA No.11-1114.04 Expirations Date: December 21,2016 Approval Date: February I6,20.12 �a w E-3 a Permit No. W5-2-17-405 ,SeoRes Miami Shores Village Permit Type:Windows/Shutter's 10050 N.E.2nd Avenue NW orkClassifiication:Window/Door Replacem Miami Shores,FL 33138-0000 Pen Permit Status:APPROVED Phone: (305)795-2204 f<OAiDP' Issue Date: 2/1612017 Expiration: 08/15/2017 Project Address Parcel Number Applicant 5 NW 106 Street 1121360060240 Miami Shores, FL 33150- Block: Lot: ESTEBAN MATIAS STAVILE Owner Information Address Phone Cell ESTEBAN MATIAS STAVILE 2723 NE 6 Lane WILTON MANORS FL 33334- Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 LELACK CONSTRUCTION (954)263-7120 __.._ _ _,. _x.,........_. m.. .... ..,...�_ Total Sq Feet: 0 Type of Work:WINDOW AND DOOR REPLACEMENT 13 WIND Available Inspections: No of Openings: 14 Inspection Type: Additional Info:WINDOW AND DOOR REPLACEMENT 13 WIND Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-2-17-62965 $3.60 02/16/2017 Credit Card $263.80 $0.00 DCA Fee $3.60 Education Surcharge $0.20 Permit Fee $240.00 Scanning Fee $15.00 Technology Fee $0.80 Total: $263.80 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�Futhe rtify that a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. au a-named contractor to do the work stated. February 16, 2017 Authorized Sign ner / Applicant / Contractor / Agent Date Building Department Copy February 16, 2017 1 1 Miami Shores Villagec �T Building Department r zoic 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 7BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. RC I_6 - 555 PERMIT APPLICATION Sub Permit No.N S I�j :g0S ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP pp CONTRACTOR DRAWINGS JOB ADDRESS: S MW I\� A e e-� City: Miami Shores County: Miami Dade Zip: 33► 11; Folio/Parcel#: I� j (x-�g 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):L--;51e b0 t (Cj 1 Q <�3j s1 `&Phone#: Address: � N� i o 4 0 �if\e7Q_- City: ► \kc,(VA k . NGq3 State: Zip: 4bJ >l S 0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �1C�C' l �� 1�`�C1 Phone#: Address:_ 'S /7c � �' �. R�)� City:�oc`cy\uk Cee lc— State: _ Zip: Qualifier Name: TW-k \ c( Phone#: State Certification or Registration#:r,��G f f� '[� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Y City: State: Zip: Value of Work for this Permit:$ /� �,00o.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify coldrdfc1hr1crt>ht >tft: ='��'' .':.: �: �r�.��t _�tiX.�_ y,# i t.,:4c.++ e.e-- .tri:"•':.. -� r' ,f� Submittal Fee$+ •'ifiPe*mit Fea$f.. CCF$ stt'S,AS"§="'B` CO%CC$ Scanning �'-_ - �• Fee Fee$ Radon �$_ .. DBPR$ Notary$_ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t , C1i + 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,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 _ -----7 QNEor AGENT / CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 �� by 14" day of 1Lk20 �� by C4-1 V- n gR uS who is personally known to q(~AUC( Lucy— who is personally known to me or who has produced as me or who has produced ��_>Y luest`S Llc en�e. as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print:—� 1�, �oYuc�e �ht. r�n+�jri SIC Seal: Seal: KYLE C HAMBRICK KYLE C HAMBRICK MY COMMISSION#GG06iS1t MY COMMISSION#GG066511 ' EXPIRES Januse 26,2M EXPIRES January 26,2021 APPROVED BY I lY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ✓ SHORES G Miami shores Village ` Building Department ��,;�„ �� 11111?m 10050 N.E.2nd Avenue Miami Shores, Florida 33138 res �y� Tel: (305) 795.2204 �LORiDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: t CkCtd �,-��CLCv- ifier/Owner Signature Date Print Name 021�s�a��'►