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Home My WebLink AboutProduct Approval f/ ;= Florida Building Code Online Page l of 3 � M. MIS Home I LOU In I User Reglstrallon 1 HotToplcs( Submit Surcharon I Stall P.Potts I Publications I F805taB 113CIS Site Flap i Links I Searcil I I�. . _ produbtApproval -_,. .flnti( it r l USER:Public user Preddet Anprnval 14enu>Preduel-of Annilcatlon Seaieh>AonllcaUen LLet�Applleallan naiall FL-# FL15037-111 .,. Application Type Revision :M Code Vefslon 2014 Application Status Approved Comments Archived C] H Product-Manufacturer Therms�Ti'u Corporation Address/Phone/Email 118 Industrial drive Edgerton,ON 43si7 .(419).298=1740 rlckwOrwbidgconsoltants.mm t Authorized Signature Vivian Wright i rlckwQrwbldgconsultants.com i Technical Representative I Address/Phone/Email ii i Quality Assurance Representative f Address/Phone/Email 4 Category Exterior Doors — --' Subcategory —— J— —Swinging Exterior Door Asseinblfes -- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _ - IA Evaluation Report-Hardcapy RecelVed Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida Lleense PE-43409 Quality Assurance Entity National Accreditatlon and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated 1 y liyag J.King,P.E. W Validation Checkilst=Hardcopy Received Certificate of lodependence FLIS037 117 COi Certificate Of ind-"-endence ndf Referenced Standard and Year(of Standard) Standard Year AAMA/W15MA/C5A101/1.S.2/A440 2005 ASTM E1886 2062, ° G p ASTM EI'886 2005. r'+ .•4�y : ' ��.8P ASTM-E106 2002 �'-7 tj bv� / •• �08 AS M E1996 2005 ! ' 'k"yd �j', o A5TM E1996 2pq'G l n: ,�` r�'•�•+,a ASTM E330 .2002 �� 5 1999 A Sib IIva i :�quTvalece'o";P-,fGduct Standards 11.On4 aA�'� OP .YFILE hftp://www:floridabididing.org/pr/pr app dtl.aspx?1)arain=vliGIJVXQ.wtDmiS73Fi2ZyiPg25... 317/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/30/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL# Model,Number or Name Description 15037.1 a.Opaque Fiberglass Door 6'8"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Single Fiberglass Door with or without "Impact"Sidelite or Sidelites'-Outswing/Inswing(X,OX or XO; OXO)Configurations Limits of Use Installation Instructions 'I Approved for use in HVHZ:No FL15037 R2 II Inst 15037.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Inst 15037.1 for Design Pressure Ratings,any FL15037 R2 AE Eval 15037.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) I 1S037.2 b.Opaque Fiberglass Door '6'8"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Double Fiberglass Door with or without "Impact"Sidelites-Outswing/Inswing(XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No FL15037 R2 II Inst 15037.2.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:See Inst 15037.2 for Design Pressure Ratings,any FL15037 R2 AE Eval 15037.2.1)df — -------— -- -— additional-use-limitations,-installation-instructions-and ----Created-by-Independent Third-Party:-Yes---- ------ product particulars. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" �-- part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 15037.3 c.Opaque Fiberglass Door 8'0"Impact"Opaque"Fiber-Classic","Smooth-Star"or -i "Classic-Craft"Single Fiberglass Door with or without "Impact"Sidelite or Sidelites-Outswing/Inswing(X,OX or XO;OXO)Configurations Limits of Use Installation Instructions s Approved for use in HVHZ:No FL15037 R2 II Inst 15037.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Inst 15037.3 for Design Pressure Ratings,any FL15037 R2 AE Eval 15037.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 15037.4 d. Opaque Fiberglass Door 8'0"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Double Fiberglass Door with or without "Impact"Sidelites-Outswing/Inswing (XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No FL15037 R2 II Inst 15037.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Inst 15037.4 for Design Pressure Ratings,any FL15037 R2 AE Eval 15037.4.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. (For FiberClassic and SmoothStar doors I and sidelites,this product approval requires the use of"J" R.101entAThe T:a PERMANENMadda p.&,A,,-,IlFL-l5W710n-gA Itdlild 111-9,2A {n 4 i m f 95.25 MAX.DOOR PANEL HEIGHT I 20 n r. o .h aq J^ go to e go 4 o; Fgi i' v� J ItT M jj - ntrt" I-'DBT Z 0 01cl 11111114!//AA/ No.43409 PRODUCT: oee,,,t.,rt.Pnpond BY: GEUEOF :: _ THERMA TRU Ly P.E.N. ndon F.Sehmldl ALOND� 43408 R V ;1 PARE OR ASSEMBLY; /�J{] BUILDINO CONSULTANTS,IN1C. jT 1n... 1 1 15 IS UPWTE TO STH E➢. 2014 FSC LFS SMOOTH STAR ""�P•0.Box 230,Valdeo,FL 33595 NO DATE BY DOOR PANEL DETAILS Ph— 4—e13.09,B197 R SIO 5 FBPE CA No,0813 ' O aot a la.w.Om�onto oonau�rwnm Ino. I I R.1CliantATh=aTm PERMANENRRodda Pmdu4APPIm[AFL-15037\Dr Ings\Cu Int\FL-15037dn,3A Qj tl . u r 00 C. �m I Till o ® ® Q" NN OO$ F�-----952Y MA).DOOR PAf✓Fl H-1 °\ m V w iPo :�nl:l�'AL� N ppprrr111 O O t O .. C• ICI IIFIj. Rt YI�T n w l Z 01 41.11;11�j (1 A r'`pi nir� I o ro0 n fag n°s �O no ba N m �s r4: N .1 N.1510g wi .— PRODUCT• THERMA TRU EeNvF.�m tat 2l.�/"PARE OR ASSEMBLY: @ BUILDING CONSULTANTS,v / 5TH ED. 7011 fHC LF5 1/L��/P•O.Dot MO.Voldco,FL 335D5 r gy FIBER CLASSIC YY Phane No.:513.65e.ele7 REVISIONS DOOR PANEL DETAILS FBPE CA No.0013 0 2012 R.W.eui:oiPo cvMou:rAure 1Nv. e ,-_ _�___�__� e._ a_._, � - - § a � $0 f§ . i �m=MAX.DO OR PAN EL HEIGHT I I . q § a | � � E« � Q q 6 §� |§�& § s- § i M � f Bk £§ \ 2 ! ^ f§ \ . I I I � �, ;0 §2 i18 ) —e \ � �\ Ems!Q § «:> c.. yy § f§' % ' +2 «A< _ _ « . . � . .. . . . ... . . . . . § 0 ; 0.9c I _ | P§ § § ° _m m % ®zz`2 w w 09 / F \ ,2,eeeeee\ m7 �- /_ XWEG25 . REVISIONS , _._a _C.A. � � I T111r F--1.67* TOP RAIL I I `'�;�'' ••. J Gl (COMP.) EXTERIOR a CZ7'i ? -d n =� i 4J7z4rm 0.e5 EXTERIOR oss o�S•. "•' �n .L. - E Tm zmzo SNE(WOOD 'INTERIOR •,STILE(WOOD)• "� m a a INTERIOR E o� 36.00'MAX. PANELYADTH 1 HORIZONTAL CROSS SECTION 5 21.OXMA)L q D.L.O. Q 5 EXTERIOR I� o0 lA 1/2GLASSBITE GLALNG 1•THK.GLASS W ^� U / TAPE I1W TEMPERED GLASS II/ AIRSPACE EXTERIOR INTERIOR < " 5/32•ANNEALED GLASS 3 0.090•PVB INTERLAYER Gl u i (SAFLEX OR DuPONT BIITACBE) O r' _7/8LINNEALED_GLASS_..-_.—_ --�_--- —-z----RIOX-1-Il2ePP-HSMS..-..—-— - — ------'- --- - DOW 9950RSIKA 552 --- SWIG LE GIALNG n Oo 3A SPACER n 5 00 .tii�'•.'.:: W o i INTERIOR � Gl GLAZING DETAIL � FOAM CORE JPOLYURETHAN ';$ %RGL SS SqN 2(MIN OATHI J � o 0.06 m "€ � BOTTOM RAIL _o (COMP.) LXNOR FRAME IMERIORFRAME LITE FRAMETRIM at,^.�src_r avc:8 21/12 t A 2A 3A N.T.S. (nLUM.I (aLUNt) (ntu vxc.Rr. JK 'm SIDFIlTE PANE! � 50 Smo°Ihslar I-'-1Sl'--J cwt er. LFS r21 VERTICAL CROSS SECTION pRA% AO Ii FL-15037,4 H a¢n 5 °v,L O G %111�1. .............N'll, 1.67- Q EXTERIOR TOP RAIL g (COMP.) n4N, 90 6"MIN. U6" EXTERIOR 0.64r .-3 "'dry .-( . -.a!� ti ........... % M.; all PV L STILE(WOO INTERIOR STILE(WOOD) jr e INTERIOR PANEL'MAT. HORIZONTAL CROSS SECTION 12 Q 7 PANELWIDTH 21.00'MAX. D.LO. EXTERIOR IA W GLASS ME CELLULAR 117GLASS I"THK.GLASS GLAZING TAPE 118'TEMPERED GLASS AIR SPACE GLASS EXTERIOR INTERIOR S=ANNEALED !E 0.09(r FVB INTERLAYER GT (SAFLEX OR DuPONT BUTACITE) Ed --cs #10 X HIT-PPH SMWS- _IlIr ANNEALED.GLASS-. S. —DOW 995 OR SIKA)5�52 WIGGLEGL�AZING 1- 3 S�p SPACER PACER 0 ____ER Ella INTERIOR I'm 41,47, 1.37 FOAM CO RE [POMRERiANE- -F., I.9PCFMN.I O Me BOTTOM RAIL ------- - T (COMP.) @f?RKOII FRAMEM110111RAME I ITRIM aTE8/21/12 N.T.S. @LID PANEL D, JK cra.ea LFS FberGnssk 2_ VERTICAL CROSS SECTION FL-15037.4 6 a 16 I .. 0.1OIenUQhOmn hu PDiMANBfiVblide RoQuctAPPI°YdlAFl-15037Wranln93lCuinQil-15037awg 7A L+ I - - iN �757S MAX.D10.� a I - I - N N Fes--95.W MA).D00R PANEL HEIGHT •:1'...; .1'. I O y 0. on AM. p y s x;r n �n IA IA I I - nW o O o 0--iCFeso.5s GI 52� N _as 7• .%y�l.i. ff�� 52 9 N Z g a m G, a V N v m Z—•I A a IA f• No.43409 -�'i * •1 PRODUCE: p"—0xumml� : •: BTATEOF _ . THERMA TRU EdNvF.0 9ldt ;20180�'.•��,,pp• i-zi. R U •'1 1 PART OR ASSEMBLY: ^'/BUILDING CONSULTANTS.INC- V x fn-. 1 I IS I9 UPDATE TO SEH E0. 2014 fBC lF5 �'1!1!P.O.Bav 230,Vairloo,FL M595 CLASSIC CRAFT SIDELfTE YYYYYY REVISIONS PANEL&GLAZING DETAILS FBPE CANo�0573 B7B7 o aG/z v.w.ev�wl..v canauvum Inv. I I I I � ,1 R.1Ak Whma Tn PERMMIENT\Fladdn PnduGAppn ab\FL-15037\Onvin!P\GIin11FL-13037A.9,U I Z I OI O N �N I � •o G� Q I •G A •0 41 •o N �o VN pr No.43409 D I Q Z 0' O ® O N o- �N -oV .r W p W \ O ITE*= PRODUCT: tXwmmt�Pnpar�a eyl ' 6DGB W TNERMA 7RU Lyndon F.sanmta ••''•-RORfa'••r P.E.No.43409 �� Q 4 PART OR ASSEMBLY:1 BUILDING CONSULTAtiiS,INC. -1•' 1 1 15 1 UPDATE TO STR E0. 4014 FBC LFS P.O.BoR 230•ValAeo•FL J3390 a A ro NO OAT gy ELEVATIONS YV phone No,:013.831m FL EVIS UNS FBPE CA Nv.0813 O aoli R.W,GUILOIHv GOHeYLTAHiO Irv. G un ? INTERIOR ° C E lsMnx. ,•. G+a -' t�y F. 29 24 L N h 1.95 �_d R 40 41 42 E MIN. �uUi'•:3 i 24 q��rrrrr�isss % ry H�^m INTERIOR e i \o , a'�•: 7 C 12S 1SMWr. C a•i°� mo E �� $ N. cw EXTERIOR I 1" m a`o �LL EXTERIOR - � €9z 1 EXTERIOR INTERIORLIM N 6 VERTICAL CROSS SECTION c� InP•1 E 1-1/4'MIN. 9 Oulnvin configurations FMB 1�) 4-9116.amb ° z o 6 V! T HORIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR g `y g Insw n8 configu ation shown 9 Outswing configuration N� Outswing also approved 4-9/16°jamb BE C1 VERTICAL CROSS SECTION QI a C P O Ou conligura6on � E 6-9/16' mb bcs C 2 INTERIOR 29 24 E O m •'' aZ _ 40 41 42 H a fn --> —24-- --- ----- -- ---- A----------- — - — --ham — INTERIOR- ------ ----- ---a----- a a' o INTERIOR F e EXTERIOR e 7 TI _ T EXTERIOR C A E N EXTERIOR wm821 12 EMS.pr9.) sevF: N.T.S. HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION �� • y Inswu g canfigurotlan shown W/1 X Buck 9 Outswi g configu anon / a 1 HORIZONTAL CROSS SECTION Ouhwng ako approved 6-9/16'jamb 9 Oulsving configuration °pAgL 15 n E 6-P/Id')amb FL-t5o37.4 ry 5 sx¢t 9 ov 16 C 0 t111 a O A * rrr4 NOTE Vi' 1.Sldefite assy fastener.r from each end and 6 more=ews equally spaced between 18saews total per)amb), Irlillil Ws ��LTim a; asn,�m jzj C E im�d Em 9 c 4 40 41 42 @ o� M SEENOTEI EXTERIOR EXTERIOR $u EMB.MIN. M SEE NOTE1 EMB.(IYP.) 27 29 0 50 51 52 K 4 40 41 42 24 L 50 51 52 `F 24 H 0 EXTERIOR f F U j m .• I I LLI O D: (IIJ'I L 7 INTERIOR 46 7 12 'm INTERIOR INTERIOR � s 0.15 z CSINK L B F C TnP•) 1 86 1 h my B p o � E a a : a 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION = 70 Oufsvfing configuration shown 70 Oulswing coNigusa8on shown 70 Ou�wing conUW b.nshown _ Waving also approved Inswing aka approved Waving afro approved _o sum 8121112 save N.T.S. _ me m JK F cave er: LFS 3 oaam:c rm: € FL-15037.4 ss¢Es 10 or 16 O d 4 I tY R101enb\Theme,Tm PERMANENMdda Product App�IAFL-15D37\Dmwing%\CurtengR•ISD37AoG 11A 1-114"NUN. EMB.(IYP.IIV o m •,•d• `� N A I A N . • A I .J+W y0g ' 55 A +d• n 0 Z m 1 • I O.1S I n 1 .. i CSINK�{ I (iYP� a m 1-1/4"MIN. EMB.RYP.) I I L 1.1/4M1N. g o EMB.(TYP.) m N N N I0 >a :a �v HR COm ORV Ci O W 11I'O IA �m • .t,:C N IA Q V ° n w I I-1/4'AUN. EMS.(SYP.J 1111311�r1�1 r�r.III q PRODUCT: mm:manm Pnpena Bn ti 90QGOP ' r'13 m THERMA TRU P No F434om i 83- ��•• rrl/11'11111 =y" PART OR ASSEMBLY: mry-^'`P.O.Box C N91L NfB�L 3 7 1 15 15 UPDATE TO 5TH ED. 201E F9C EFS P.O.Box.:81 .659.9,FL l3698 Im N NO DATE 6 CROSS ECRONS Ph-no No.:B1l.et19.9197 EVIS O S 1 FBPE CA No.9813 OOP12 R.W.0—.........rwMT.Inv. a um tL WREZ ,, * (R %% U .•.a ° ° '• E . . _ ' /�tthtp 111 j �i do m �RIU z- �r 9mcW 9 'c A 50 51 52 50 51 52 1 SEE NOTE 1 M SEENOTEI M 1 o'Ij i EXTERIOR INTERIOR F EXTERIOR INTERIOR �a /-I'\VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION G U 12 O mnfugrrtaltnn 12 Shownw/IXwbdrek ¢I Ouhwing confguration 6i INEERIOR EXTERIOR EXTERIOR- - - —_ -INTERIOR- ---- -- --_--- - - - - - - - - - --- ----- - - - ---- - -- -- SEENOTEI M SEE NOTE I nm 50 51 52 a 22 rn w 2 18 33 5 23 1 F2 . oue 6 21 12 sv>F N.T.S. 3 4 VERTICAL CROSS SECTION NOTE: t-3-'\VERTICAL CROSS SECTION owc ar: JX m F 12 Outswvllq configuration 1.SldeGte au+/fazlener.3'Vom each 12 Imwing contgvmt'wn end and O,C.(TYP.)Eno. au—— d FL-15037.4 n sxa� 12 or I6 p II III II III g D I D III II III �� 9dt6 P.HEAD I ASTRAGAL tAASONRY ttP.HEAD III I I III B�� 'd a MASONRY &JAMBS II SHOWN FOR OPENING &JAMBS III II III is `o� OPENING II REFERENCE II IIa 7X BUCK I I 7X BUCK-,, I IIi�ASTRAGAL AND FRAME--- SHOWN FOR III REFERENCE I I _ III III _ I{ � III II III � III III II IIIct J II O III II III O iE I I III I I III � w II III II III y m - II III II III al � `a II III II III �m BUCK ANCHORING N kF N o CONCRETEANCHOR NOTES: n 1.Concrete anchorlocatforis at the comers maybe adjusted fo maintain the min. o edge distance to mortar faints. g 2 Concrete anchoriocafions noted as MAX.ON Ci NMr must be adjusted to B maintain the min.edge distance to mortarJoints,additional concrete anchors a 8' may be required to ensure the'MAX.ON CENTER'dimension are not exceeded. e 3.Concrete anchartobfa: a a AN�ftpTt ANc7lOk ,.;MIpT :. :MIN[I.�ARAN�R MIN CiEARANCE o" TO MASONRY 70 ADJACENT.,, r, m a TYPJ: STZE 1:IJIBE'DMENt EbGe:..._' 'ANCNOJt —z 1N! ® 1/4 1 1/e_ 2" 4' ws 8121112 °x TAPCON scue N.T.S. w ELCO 1/4° 1-1/4' 1" 4° vu.en JK m' F ULTRACON WOOD SCREW INSTALLATION NOTES: LFS ; oiuwu:c ra.: c I.Maintain a minimum prevent edge fitting f 1"end distance,8 1"o.c.spading of FL-15037.4 wood screws to prevent the splitting of mod. n @ sxa:r 13 or 16 a a tttt, .-. At4 I IT I SEE SEE - L DETAIL 1 ............. L DETAIL _ MASONRY TYP.HEAD - 1 49/16'JAMB - - rrTruutll Zodmzd MASONRY TYP.HEAD✓L OPENING &JAMBS a",r D d9/16'JAMB oz mzo OPENNG JAMBS - DIRECTTO - 4-9/16'JAMB I U FRAME MASONRY h o a to n 9 0,a FRAME 6-9/16'JAMB D O - DIRECT TO - - 49/16JAMB MASONRY _ 6-9/16'JAMB 2X BUCK _ - _ p- A1d F DIRECTTO F TYP.SILL 2XBUCK I TYP.SILL MASONRY U _ SEE 1 TYP. - - SEE DET AIL 2 SILL DETAIL2 - � w it t rr t� • r tt ,t r tt rt t 49/16"JAMB N DIRECT TO ' FRAMEANCHORING FRAMEANCHORING 6.9/16'JAMS p MASONRY DIRECT TO !w MASONRY N a�' — — ---- ——— 1X BUCK H 29 --E- —2XBUCK L -- - --- - -- --- - --28-- — -- — --- --- --.----- a —----- — —, --- ASTRAGAL 24 K R DETAIL BOLT HOLE '^ ASTRAGALputswing u z DETAB2 BOLT HOLE 24 m GONCRETEANCHOR NOTE: Ing 1.Conte anchorlocatiors of the comers may be arfusfed to malnlafn the min. HINGE DETAIL rq z_i 2 edge di,.I c fo modarjoinls. D R�. ki 2 Coneaet dnchorlocaRors noted-WAY.ON CENmrmust be ad�rsfed to K O $ malntafn the min.edge distance to mortMlolnts,oddiffonal concrefe onchors DIRECTTO may be requked to ensue the`MAX.ON CENTER'dfinerslon am not exceeded. M x c ICan—teanchortable: MASONRY 2� _ - $ MIN C[EARANEE b11N YLEARAAcE' IX BUCK G w aNc►toR ANCH7R MfN !^ =o c EMBEDMFIIT ,RIMASONRY iO4D/ACENT 2X BUCK K 26 IATCHdDEADBOLTDETAU. ' TYPE .-:-EDGE_ -:-.AHcHOk..:s SEE HWGE - ' p� ._ _ -. 3 .._.1/4' 1-1/4' 2' 4' DETAIL 'z o TAPCONe rite B 21 12 _ ELCO c 1/4' 1-1/4' 1' 4' scut.: N.LS. ULTRACON DIN ® 3/16- 1.1/4' 3• y TAPCON LFS 3 E„ WOODSCREWPISTALIAUONNOTE: DETAIL 1 owt^N0�` n E 1.Maintain a nW=m 5/R•edge d'stance,1'e dalWa-e,A I'o.c.spaWg of HINGEIAMB ASTRAGAL FL-15037.4 -na wdodscmws to prevent the spElfing of wood. w- 14 of 16 O a I R.1CIIOnd Th Tm PERMANEN7\Flortda ProdudAPP�lsVL-350MDT-*9s\CuRem\TL•35037AsS 15A I - �OB O I y N I I I � I _ I I � I I I i I i a I m V I T I zeer I I I i i I � I I i I I � . I I I y _ P I� I 1'1 I I i �T I I � No.43409 h PRODUCT: 0awm.nn vnpon4 9y. �� `1 9WL0r h THERMA TRU Iy don L F.5ahmidt �i ••.Rg60�••'' m RE No.43409 S us L \ PART OR ASSEMBLY• (.D BUILDING CONSULTiWIS.�f✓�. Im v X!0 ro 1 t 15 73 UPDATE 70 STH ED. TOII FBC LFS DETAILSP.0.BOY 230.Vclrlco,R J3396 NO OA Phone No.:013.909.9197 R 10 S FBPE C.A.No.9913 02012 R.W.9YILR�Hp 9RH�M�TANN INR. 1 i s ISSII BILLOFMATERIAIS V * •'s''�% REW DESCYIWIDN MATEVAL A 1X 8UCK SG>=0.42 WOOD 45AT '-{__� Ar _- B 2X BUCK SG>=0.42 WOOD z 7- z�m C 1/4"MAX.SHIM SPACE '.~)•••.,� D 1/4°X2-3/4"ELCO OR ITW CONCRETE SCREW STEEL rn ��ii . .•• MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACT h/1I111s111 \ n E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o �236'�� Vol n-1 F 1/4"X 1-3/4"PFH If9/CONCRETE SCREW STEEL 5 0 x_{ G 3/16"x3-1/4°PFH ITW CONCRETESCREW Sim 1 HEAD&SIDE i$ 9m=w H I/4°x3-1/4°PFH ITW CONCRETE SCREW STEELIO1ob ''j 1' 1/4'X2-1/4"PFH ITW CONCRETE SCREW STEEL ?"- J 1/4"X3-3/4"PFH ITW CONCRETE SCREW STEEL $`z K #8X2-1/TPFH WOOD SCREW STEEL g 3si L 91OX2-1/2'PFHWOODSCREW STEEL M HEAD AND STEEL 1 HEAD AND SIDE JAMB(PINE)SG>=0.42 WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 11 #10XI-1/TPFHSCREW STEEL F s 12 #10 X T PFH WOOD SCREW STEEL I I Jz 18 THRESHOLD OUISWING AWMJW005 r-- 4.563' 22 INSWING SIDELTTE ADAPTER STEEL 23 OUTSWING SIDELITE SPACER STEEL OUTSWING 26 ASTRAGAL STRIKE PLATE STEEL LB n1e a °1 27 LATCH STRIKE PLATE STEEL nl t< 28 DEADBOLT PLATE STEEL 29 4"X4"HWGE STEEL 32 ,DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM./WOOD I m - --40-FIBERGLASS DOOR PANEL-SMOOTHSTAR—'--------'---- --' ----- .---- -i^-- --------- -- ` s41 FIBERGLASS DOOR PANEL-FIBER CLASSIC - 42 FIBERGLASS DOOR PANEL-CLASSIC CRAFT - 46 ASTRAGAL ALUM. � o m 47 ASTRAGAL FLUSH BOLT STEEL 2 48 1 ASTRAGAL FLUSH BOLT RETAINER STM J3 i SN7NG ry' 50 1 FIBERGLASS SIDEULE PANEL-SMOOTH STAR 1lveshold o S 51 1 FIBERGLASS SDEUTE PANEL-FIBER CLASSIC - e 52 1 FIBERGLASS SIDEUTE PANEL-CLASSIC CRAFT - 3 86 1 IX MULLION ISG>=0.421 WOOD �Z193'1 Io � ^o � 1 M 'z c wse 8121112 _ svu: N.T.S. °+ 2 - 22 Y3 OVISWINGSIDEIITE MSWINGSIDENTE JK m' Sp°cer Ad°pler ooc sm LFS 3 � on ae+e eme d FL-15037.4 9n 6 sxm 16 or 16 MIAMINNE DUAM-DADE COUNTY PRODUCT CONTROL SEMON DpPA4TWNT 01F.REPULATORY AM ECONOMIC RESOURCES(RE R) 11805 SW26 Street,A6om 208 BOARD AM COD)-0 AMMSTRATION PIWSIO K' T(186)315-2596 F(786)';315-2590 ,N( 'de.P_'0 MUCE-OFACCEPTANCF, (NOA) wwly.twamid, .1 economy only ,CT-xnilustrles TO-70 technology Drive North Venice,FL 34275 Scork: This NQA is being issued tinder the applicable rules and regulations govarnipg the Use of a6zistructioil materials..The documentation submitted has been reviewed t<nd acaepteil liy ivlranu-bkdd County 1ZEk- Pr6dir Control.Section tg'bd;dsod Miami Dade County find other Was where allowed by'thd Authorityct Corth Having Jurisdiction(AHJ). This:NOA shall not be 44d after the expiWipa-date stated bol.ow. The Miami Dade County Produot Control Section(in Miami Dade County)bdft lfteA:RT 6h.areas other than Miami Dade Cou*):rqsdrft the right to have this product or material tested for quality gsstfraricepqrposcs.If this product or material fails to perform'in the:acc6pted wailliner,the hi6nuf4cluref-wilil incu' the expense-&f shah testing and the A1U may immediately revoke,modify,or siusperid the use of such product or material jurisdiction. rial within their RER reserves the right-to revoke this acceptatice,ifit is determined by Miami—Dade County Product Control Section that this product or-material fails to meet the requirements of the applicable building code. This product i.s approved as described herein, and has been designed to comply withthe Vlorida tuilding Code,hioluding the High'Velocity Hiuricane.Zone.-- A. ikOVAID 0"'C_U1MEN_iT:DrawlngNoAVID-710-810A,titled"Fixe&Window Installation Guidelines', sheets I through 11 of 11,dated 64/12/13,with revision 13 dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptwice number and expiration date by the Miami-Dade County Product Control Section. XCTJRATING.-)�j LABELING: Each unit shall bear a p6manent Label with the manufacturer's name of logo, city, state, ri Control Approved",unless otheMse model/senos, and following statement: "Miami-Dade County Product C a ol Appr 13 noted herein. RE, E WAL of this NOA shall be considered after a renewal application has been Wed and there has been no change in the applicable building code negatively affecting the performance ofthis product. WWWATION of this NOA vill occur after-the expiration date or if there has been a revision or change in the_materlalgj use,and/or>7iariiifactnre of the proAtidt6t process,Misuse. upjD of tiffi NOA as an endarseniplit of ariyprodua�for sales,fldvertising pi:any offiprpurpoes shall automaticaliyterinintrte thisNOA.Faffure- to pbw&with any section of this NOA,shall be cause for termination and removal ofN0.A; ADWRT0F10X1NT-. The NM jigodt preceded d by the' w6tdt MWr Fade County, Fl .da, ac id followed ': -'. ,by the e4kip"A"Wo''n OIL ' ' !��iii . . ht if oily poffiba of- 04Y bihYed JA Overtisi4k the-NOA is displayed,then it'ghfilI be d6:46 M�` its entirety. INSPECTION: .A, copy of-this entire W- 0A shall be provided to,the user by the 311-ariatLauia br its distributors stribitiors arid shfill be available for inspectiori at the j6b..siteat the request 6fia*to nuil4ing official. This-NOA revises,90A#150-528.26 and.consists of dviddlIcepages P,1,11-2snd E-3,as well as approval document-mentioned above. ".A; The. A '16'0619-14 t to A17,44C MIAM!aADE-COU ZK qi�-pgi- NIP N 0. j'--KM Rr. ; ..-! -P - - Data A4gd9t-" 0 7/01 `For4�? Approval FILE COPY r MIA►MIDMAD IWAM-DAD1c COUNTY ._ PRODUCT CONTRQU S$CTION DTPARTMENT OF=GULATORY AND ECONOMIC MOURCI (S(RER) 11805 SW 26 Street,Adoat 208 LtOARDAND*?)&ADtVIIMS RA7LOIYANISIOIV T(786)315-259Q F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivti»v.m[ntntdndc.�64ldcunod�v PCxT Iitilusfries,l<inc. ._. 1070 TechnologyDiive / North Venke,'A- 34275 �coo1{: This NOA is being issued under the applicable rules and regulations governing the usa oi;.constivction , materials, The docturieutation submitted 6s Been reviewed'and accepted icy Mtafni Dade County "K- Product Control-Section to-bo used it,Miami D_ ade County and other areas where alloNved by'ft Authority Plavxng Tur'sdiction �'bIi V•OA shall not be valid after-the expiration date stated below.The I iuni:Dade. County Product Control Section(In Miami-Dade County)and/or the Az1J(iri areas other thanMiami-Dade County)reserve fire iight to hate this product or material tested for.quality assurance purposes, If this product or material falls to perform in the accepted'iriftiiitier,the mania.fttu�rer will in-.ur the expense of such testing and the A inay immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami�D;ade County Product Control Section that this product or material fails to meet the requirements of-the applicable building code. This product is approved as described herein, and has. been designed to comply with the Florida Building Code;including the High Velocity kluuricaue Zone: RESCRIPTION-,Series I$GD,770"A.luminnnt Sliding Glass Door w(90'&135`corners�_ILW 7[. APPROVAL DOCUII+II;NT:Drawing No.PGT0130,titled"Series 770 Alum.SGD-LM Impact?',sheets 1 through 22 of 22, dated I0/10/14,with revision B dated 05105116,prepared by manufacturer, signed and sealed by Arrthonyly=AMer,P.L.,bearing the Miami Dade County Product ControlRevision stamp with the Notice of Acceptance number and expiration date by the lbliami Dade County Product Control Section, Ib.T]iSSXL1C IMPACT RATING:barge and Small Missile impact Resistant �ABDXNG: Each watt shall bear a peiutrtnent label vYttlie manttfactttrer's .name oc logo, city,-itate f modeVseties, and following statement: Wianru:Dade County Product Control Approved", unless otherwise noted herein. Rpm WAL of this NOA shall be considered after a renewal application has;been filed and there has beem no change iu the applicable building cod"megatively affecting the performance of this product. TXRWWATXON of ibis NOA..will.occur a$or the expiration date or if there has been a revision or change in the-=ierialsuse,and/or manufacture of the product or process.Misuse of this 140A as an endorsement of arty product;for sales;advertising or any other ptuposes'sli4 agtomatically terminate this'NOA.Failure to comply whir any section ofthis R0A shall be cause for.termination aqd removal of NOA. .ADV.I;RU � ,NT: The ISTOA number preceded by the words Miami-Dade-'County, Florida, and followed by the expiration date may be displayed a advertising literature. If any pgd0i;'of the NOA is displayed,then it shay be done in its entirety. ,1NSPI+;CTXQN: A copy of ibis entire 90A shall be provided to the user Uy the mauufactQter gr its distributors and shall be evdilal le for inspection at the job site at the request:ofthe Building Official. ThteNOA revises 1`TOAi#15101315 and co- --A "oftliis Jpag�1 and ev'tdettcepages'E aridE=2,as well as. approval document mentioned above; t k The snUiitinod dbcnineri i0t n wO.e0y..i0yed by,""' PMsb�c��/fp� 1 - t• (p�,6 '�a'i?t.'_}vE. 'die.r \' �'r ;� 1MTOA Ne,X6 0629.06 j tAMt nAnECo[]NTY. ;,Is: ation.bate:rebrunry , 2020 t . '• i t a�?' `1 ` 1�.�, }i�o t r v 1 Date. Au nst 04,2016, �02 2,,1i: L.ys_w•,,,Ys t;:!. ,.�oo'` - agc I , lix I ' L PGT.Industries.Inc. NOTICE OF ACCEPTANCE: IEVIDFNCE SUBMITTED A. DRAWINGS .l. Manufaetuxer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. S(3D - LM Impact", sheets 1 J,%r through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E, B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressmue Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02115116,06/07/16 and 06/20/16,all signed&sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 _along with marked-up drawings and installation diagram of an aluminum sliding glass door,p reparedby F6i6stration Testing Labo>—a ory Inc.,Tnt Report No.FI TL 7554,---- --- dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. .14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Uniform Static Air pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 j 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980 R, FTL-6001-R and FT-L-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.1 0) Jorge M plassneia,P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 �-x R' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. TESTS (COrtMUED) 4. Test reports on: 1)Air Infiltration.Test,per FBC,TAS 202-94 2)Uniform Static Air Press-Luc Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FITL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, Fl`L-6028, FTL-6031, F 1,-6033 and FTL-6036, all dated 08/10/09 and signed and seated by Julio Gonzales,P.E. (Submitted reader NOA Na. 09-0826.10) 5. Additional Reference Fined Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202&203-94,issued by fenestration Testing Laboratory,Inc. (Submitted under NOA No. .15--0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with.YJBC-5111 Edition (2014), dated 01130115,prepared by manufacturer,signed and sealed by Anthony Lynn.Miller,P.E. _(Submitted under previous NOA No. 14-01.28..i.1) `2. Glazing complies with ASTN1 E1300-09 D. QUALITY ASSURANCE 1.. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Nuralray America,Inc.for their 'Butacite®PVB Glass Interlayee'dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Xuraray America,Inc.for their I`SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F, STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) 1{TL-8717,FI'L- j 8970 and FTL-8968. 1 I Jorge M.Nasencia, Product Control Unit Supervisor NO.&M.16-0629.06 Expiration Date: February 17,2020 j Approval Date; ,August 04,2016 t { PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS(colvrwm) 3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted wider previous NOA No. 14-01.28.11) 4. Statement let ox of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miter,RE. (Submitted under previous NOA No. 14-0128.11) G. OTHFRS 1. Notice of Acceptance No. 15-1013.15,issued to PGT Industries,Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° &135°corners-L.M.I. approved on 10/29/15 and expiring on 02117/20. �I f i Forge M.Plasencia,P.E. � roduet Control Unit Supervisor NOA,No.16-0629.0 6 Expiration Date: February 17,2020 Approval.Date: August 04,2016 E-3 3 3 I ' CONFIGURATIONS'NOTES:, ' �XA!lIPLB CONFIGURA7f01dS• 4)ALLCQNRGURATiONS SHOWN ARE ALSO AVAILABLE AS POCKET'CONRGURATSONS AT EITHER OR BOTH JATAB MAXJUNIT WIDTH N1AX UNIT WIDTH LOCATJONS,U$INGOETAIL'1,M Jc' K1y":OR"Kc"INSTALLATION. ! V"PLE-4-PANEL")OM 14 POCKET(p)CONFIGURATION CAN BE •NOM.PANEL WIDTH. P55P;P%�OR JOMP.0=.IN POCKET'CONFIGURATION NOM:PANEL N11DTH. 1 CAN BE M=p. PERTASLE51.3+' dANEL �1. PER'7ABLESI.3 f -t`f r--- �� 2).90"&125'CORNER CONFIGURATIONS C'AN'BE A°COMBiNAT1bN- Az �- ° 1. 1 OFANY23TRAIGHTCONFIGURATIONS. 1. BRT3)FOR NOM.PANEL WIDTH,SEETABLES•1-3. .MAX:UNIT 1 G 1 a 3-PERTABLES 1.3.HSIGHT141PERABLS 13 I // ap+'a 1NOPERa9 F 7ANEl� p"=POCKET y �----•-DE7AILkEiT.EROR METAL INSTALLATION �S-- 2-',PANEL r� °c=.CDt{CREfE INSTALLATION CONFIGURATIONS , , CONFIGURATIONS sHEETNwMBER MAX--UNIT WIDTH MAX.UNIT WID7H OLD W[pTH=NOIvi.PANELW1f§TH-7' OLD HEIGHT=DOOR UNIT HEIGHT-10.126" NOM.P./UIELW ° NbM:PANELWIDT7i 1 3 3 PANEL HE1G[R=DOORUNITHEIGHT-1.856" .� 3 1 PER TABLES•1-3 PER TABLESIDTH 13 r--- 'J ro MAX UNITUNIT HEIGHT 1 t3 -HEIGHT I11i PER 9. r PERTABLFS 1'•3- / / i$ TABLES 1-3 / / / roaxET i � l rociar I •� J• 1 3-PANEL CONFIGURAitONS.,: I 4-PANEL CONPIGU RAT, 13 y z 1 3 MAX.UNITWIDTH MAX-UNITWIDTH ° NOM.PANEL WIDTH PRODUCP;R MSED NbM.PANEL WIDTH _ 12',s ns, 3 as compsyfig.with the Florida PERTABLE513. EfIding'Codc, PERTABLES'13 _l��_ 1 13 NOA-No. t6 0629:06 1 13 Explratton haw 02/4712020 SEC ` MO. ° 19 19, ®' a• I HEIGHT NOTE /.:°8' / Mla Pfaaud control MAX.:UNIT 1'A" PER HEIGHT 9 ` PERTABLES1.3 A! / /%f / I � 3m TABUSI / ; / sly"ilia, / lad.. / POGI'KEr I Ilk 'RIOR 1 •'i�� E. 5-:PANEL CONFIGURATIONS CORNER,TYP.' .3. (OUTSIDE CORNER SHOWN, INSIOE'COR NERSIMIGAR) °i• ii N°weWF awWme '.rl:�p.•�. Lri�jc :.�,�.. vo7clfiu+NatocaYc s FXAMPLECO/VFlGURA770IVS ;1......... {;�,C'• rn Y u° w R MVENICE fL31275' I 11h: I ((,a{f��s-�� °„° ra (�1}reoaeoo SERIES 770ALUM.SGD-LVIMPACT ...... ;AXYNNM6.6E42 p an.ner•mx:. wm 'cl:R7:-OFAURL 4'2427G SG6778 MS •2 0?2 Po.Tp'130 B RE.iecalos rs',lmrc114 I i i I I I i I ' EXAMPLE CONFfGURATIONS CONFIGURATIONS NOTES., MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1141 @ 120'HEIGHT LOCATIONS USING DETAIL"Jw",'Je,'Kw'OR"Ko"INSTALLATION. NOM.PANEL WIDTH 1 1 1 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp.j X=OR)OMp.DXXX IN POCKET CONFIdURgTION PERTABLES 1-3 —j��—^i CAN BEO)Mp, 1 7 1 1s 19 1s 1 1w 1 I 2)90°&135"CORNER CONFIGURATIONS CAN BE A COMBINATION •UNIT a 13 1s 1 / 1a a I g i OF ANY 2 STRAIGHT CONFIGURATIONS. 1,40+ HEIGHT, 1 7 1s 19 7 i $ 3)FOR ROM.PANEL WIDTH,SEE TABLES 13. 96"OR120" / / Ita " e OPERABLE PANEL, POCKET °010°; � =INOPERABLE PANEL, _.11J. J °p"-POCKET 6-PANEL CONFIGURATIONS 3 7 I DETAIL LETTER W'=WOOD OR ME MAX UNIT WIDTH TAL INSTALLATION "C°=CONCRETE INSTALLATION `� I NOM.PANEL WIDTH c I SHEET NUMBER 7 13 1 3 1 PER TABLES 1-3 w DLO WIDTH=NOM.PANEL WIDTH-7" 1 13 t 1 s 1s 1 19 14 1 Y DLO HEIGHT=DOOR UNIT HEIGHT-10,125' 13 9 s 19 1s w g o PANEL HEIGHT=DOOR UNIT HEIGHT MAX UNIT 1g y WEIGHT 7 i3 1s 7 1 7s 7s f titt PER TABLES 1-3 I� 1� POCKET j y 7-PANEL CONFIGURATIONS I ` 1 19 1 13 MAX.UNIT WIDTH NOM.PANEL WIDTH PRODUCT REVISED w e 1 t 1 as comp(ylns with tho Florida PERTABLES 1-3 _ Building Coda NOA-No, 16-0629.06 -_ Go 1 19' "• ° e Explretion Pate 07J47J2020 1 t 19 1 1 19 4 I � c � 1 13 19 79 19 B 19 SB' 19 4 14 I C By �j 4� Miner D rodvet Conlrof M E•GHT 1 13 1 �I 7 / I Ii[�W PERTABLPS1.3 rp / POCKET i h 8-PANEL CONFIGURATIONS ^r OF fMOTCCHNOGOtiYDR71%8 E)CAMPLE CONFIGURATIONS :•'^` r+;ri`1:••,.. ' w+r" Oeti• frew�w,e N.VENKIL'FL 3d7lS im ^. ,�- .••'1•y 1.r,l' ,4`V•, emaa m r. Isrt}t3o-tsoo SER14S 770 ALUM_.SGD-LM IMPACT _ omm ay:aM• cw"a >�sr CERY OFAUiK 679?BB A,LY. MILLER,P.E. JR !0llOHd Lis o-no ANTS 3 a 22 PGT0130 B P.E.0 59705 I I I i I � i I GLAZING DETAILS'(G3•:.'GSA, 04,G4A;G.6:&GSA) 7/16"HOM: 7116"NOM. 1"NOM. 31i6"'HS.GLASS' 3l16"HS GLASS. 3M 6".HS GLASS �090"'PVH' 09'0"PVS 060."SG 3116"HS GLASS- 3/.16"HS GLASS 74 318":AIRSPACE 74• c62' 82 i 3116"T'GLASS oerEatdR, 3/4".;NOM. EXTE(uOfi 314"NOM. GLASS GLASS ypgi27 3/4"NOM., SITE., SITE. GLASS EXTERIOR HTfE 80 54. 55 7/16"LAMINATED GLASS,TYPE G3 7116"'LAMINATED GLgSS,TYPE 04 1"LAMINATED 1.G.GLASS„TYPE•GS I i I 9(18 NDMi 9/16 NOM. 1"NOM. �7k"•NS GLR3S' 114",'MGLASS 3116"HS GLASS .090".PVH A90'�`,PVB d9D'SG i 3/16"HS GLASS 1/4.'HSGLAS$ 74 1/4"HSGLASS• 74 6/16"AIRSPACE 74• 1/4'TGLAS8 ::ez. e.2, • � 83. Rio 314'.N6M. nrt Ion ! 314"NOM. 6- SM NOM.. GIAS6 GLASS i24-127 GLASS. a BITE a I SITE EXTERIOR HITE PRODUCT 1 MVlSED `8t• ;•81 /',, ns eorhpiYing With tho•Flortda- Building Code 79 NCA-tda: ''l,Fr01;29.06 :64 . 54 Explfatlonpate021,7712020 Min o.Pmduct Control -9116"LAMINATED GLASS,TYPE GSA 9116"LAMINATED.GLASSi TYPE G4A 1"LAMINATED 1.0..GLASS.TYPE G5A I t;•�;Tf1,�iy,,. GLAZIMG.NOTES:. ;•:tip`"y��y`,:;�:��''Y%r�.��r ANNEALED HE47 STRENGTHENED 1 `0"G6 �"T"=TEMPERED _ PVB D90'BiJTACJTE-PVftYIEURARAYAMERICA,INC. ^SG" 09D"'SSNTRYGLAS'2tBY•fCiJRAftklfANfEF21CA;:IG1C, � ^'K L.�l�� :•J 4.. 8R 0.905l1098 @ DFA'SPAM RS. °npri°"` -•,�.... in G L+F CI, , to7o7EcruocooYoruvE GLAZING DETAILS N.-Y9VlCEFL3d275 nac ::''t ••. �,[:; w Br.. nneanv lser}reo•Tcao � SERIES•770 ALUM.SGD-Ll41:1N1PACT ,.•„t,.,., aN?BF D, P.Iblp t ZIT'°�°'"�` '°�" — °i"`O"' Br X.LYNNMILLER:P:E.. ' „jR. :TYiNf4 cE�ir aFnvnt�ayzsa; scano 1JT5 4 a 22 RG7Di30 &: P E i s87os 1 i I I • I j I GLAZING DETAILS(G6,G6A,'G7,G7A, 08&G8A) I I _ 1"NOM. 7116"NOM. i 1"NOM. 3116"PS GLASS 3118"ANN GLASS 3/16"ANN GLASS 090"SG EXrERI 3l16" "O GLASS- 090"SG 3I16"ANN GLASS 318"AIR SPACE 74 3116"ANN G LASS 74 318"AIR SPACE 74 3/16"7 GLASS 3/T6"T GLASS 82 83 83 3/4"NOM, ERIOR 3/4"NOM. 124.127 GLASS -. .— GLASS 424-127 3GLASS SITE BITE SITE 60 a 79 79 55 54 55 V LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G,GLASS,TYPE G8 I , 1"NOM. 9/16"NOM. 1"NOM. 3*LA.9 " LASS 3/16 ANN GLASS SG 1/4'ANN GLASS 090"SG .45S 090 SG i all 6"ANN GLASS- 5/1 CE 74 114"ANN GLASS 74 5J18"AIR SPACE 74 1/ 1/4"T GLASS -"3/4"NOM- 3/4"NOM. EXTERIOR I GLASS 314"NOMGLASS BITE 124.127 GLASS BETE BITE PRODISGT REVISED EX R asC.MP191 with the Florida EXTERIOR 9uRding Codes1 /ti 7 NOA-No. 16-D629,06 a5 54 fir' ErtpirutionDnteD2N7J2020 55 • i $Y I )Y11em- a Product an rot V LAMINATED I.G.GLASS,TYPE GOA 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASSY TYPE G8A ' I ;411:u11a: GLAZING NOTES: "ANN"=ANNEALED "HS"=HEAT STRENGTHENED z 'T'=TEMPERED ''; „ Sn7 PVB"=.090"BUTACITE PVAY KURARAYAMERICA,INC. j :,• 05 "SG"=.090"SENTRYGLASv"BY KURARAYAMERICA,INC. fj3C7�)'/��,:.:. A JR 05 x""mar• aem: x"rm=,a i ar"a� `.l.�I•�• ��b/A^ 'G:i( •=!��. M`.✓ is A H DDED SPACERS, I t- mm7r alNacD�Yas vE GLAZING I7E'TAILS �•,.v•^"-t•+n}° .,G... ner,var. oe,. xo,ro"rs K VENICF FLse2t'J � 1dr ' ' lr;r,I , SERIES 770 ALUM.SGD-LM IMPACT A.LYNN M81.ER,P.E. °, Y 1<7NhY< a"°`"0Q •o"m; CERT.OPAUM V SGA77D T's 5 '�22 PG7013p a PAU 58705 I I • I I I I • TABLE 1: TABLE 1A: Design'Pressure(DP.)and AnchorQtlanttties Required,(torall approved 5111 HeEghtta Max:(+)DP _ Maximum DP for,I(sil est-607.80 aterinll10 at Rating):, eonflgura6ons on Sheets 2 Sc 3) tW For oomir astreapt anchorage on-9o°or 1351 comerunhi;sea sheet 11 (May be Umited lry Table 1P) ml Rise CHeight Doom. Height (Fiat a0-B..oz�;asa (*),D°sign Table applies to Glass .�„ 89" so / 96" Shalt 17): P[essurF'psi Typas3,SA,5;5A;7. 69 19''DLO 737/8'.DO 79-/8"DO 857/8" L Flush-1112' Sao note 3 &6A and tha$tile./Ash-agel AncharGroup Anohoremup AnchorGtoup; ctrorem tiow-2=1121' +46,67 Lypesshmnbelow. 1.. 2 3; 4 1 2 3 4 1 2 3 I 4 1 3• 4 M mm-3+1141' +60.0- eadlsd -.1:• ' + ••C4+1. Cq+i +1T 04+1 .C4+1 C4+1 C4+1 .1 04+11 04+1 C4+1 +1 04+1; -•C4+1 Hl9h,'4 +80,0 24" DLO' '3b'b g +8 8 8 8 •B 8 8 8 8 a I 'a. 6 8 8' 8: SEE:NP7ES14, Pfiaok• 6+7 ' 0+7 6+7• 6+7 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 I. 7+8 7+8 '7+8 7+8 7+8 23„ Head1SID; ;C4+1 04+1 'C4+1: C4+1 04+1 C4+•1' 04+7 C4+1 .C4+1 .'CA+1 C4+11 04+1 '•C4+1 04+1 C4+1'•:C4+1 30'+ DhO Janti 8 �8 :81 - 6, 8 •8� 8' B 8 8• 8 El ' ..8 8 .8 -6 yr P,hoolc 6+7 6+7 6+7 6+7 7+8 '7+8 7+8 7+6 7+8 7+g 7+8 1 7+8 7+8 7+ 7+6 7+8 Hmd(Sll( C4+1; C4+1 C4+1 .C4+1 C4+1' 04+1 C4+1 C4+1 C4+T C4+1 C4+11 04+1 'C4+1 :CR+. C:4+1' 134+1 ! 36" 0 amb 8 .8, 8• 8 -8' S. a 8 '8 8 I a 8 B '.41 8• .. P-hoblc' 8+7 •6+7 5+7, 6MT 7+8 7+8 7+B 7+8 7+8 7+B 7+8! 7+8 7+8: 7+8 7+8 7+8 OH LENGTH' „ 35' Head/Sic C4+1: C4+1 C4+1' 001 Di+1 •C4+1 C4+1 04.+1 C4+1 C4r1 34+11 C4+7. C4+1 C4+1 C4+1 04 ri b 8' 8 8 8• 8 8, 8. 8 a 8 a I 8 & 8 8 8. DLO Jam Pttook 8+T 6+7 6+7• 6+7 T+8 7+8. 7+8 7+8 7+8 7+8 7+8i 7+8' '7+8 7+8• 7+8 '.7+8 a� H9adfEtll c;4+2 C4+2 C4+2 C4+2 -C4+2 CA+2 C4+2 04+2 04+2 -.C4t2'. C4+2 C4+2 C4+2 C4L•2 ,C4+2 �Cq+2 x o OWRATI0�1" .48v DLO, .Jatab -8• 8' 8 -:8 8" 8 �8• 8 88 8•I B :e' 6• 8 '�8 Q, o P ook 6+7 6+7 6+7 6+T '7+8 7+8 1 7+8 7+B 7+8 7+8. 7+8; We 7+8 7+8 7+8 7+8 1 FOR EXAMPLE ON USING TABLE,SEE,SHE_T7. I NOTES: OH RATIO.=;OH HEIGHT LENGTH 1)POSITIVE PRESSURE57N TABLE"'I ARE.BASED'ON THE USE.OF.TME'3-9q SILL 2)WHEN USING 7HE2-1/2"SILL,POSITNEWATERDP IS:46.67 PSF MAX.WHEN USING THE 34ov SILL,POSITIVE WATER DP IS 6o.0 PSF MAX.WHEN US05THE.41'411.1. POSITIVE WATER DP IS 0.0 PSF MAX(NEGAT)VE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. AOM.PANEL+WIDTH-7" 3)4",3-114°AND 2AX-SILL HEIGHTS.ARE TESTED FOR WATER INPILTAAT(ON WHEREAS THE 1-112",SILL IS NOTAND MUST ONLY BE USED WHERE•WATERRESISTANOE IS NOT'RERUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN'IN TABLE I MAY DLO HEIGHT=' BE USEDWHEN'THED00RIS.PROTECTEDBYAN.CVERHANGCOMPLYINGWITHTHECURRENTFLORIDABUILDINGCODE•(SEE DOOR:UNffHE1GHT-90A25' ADJACENT DIAGRAM);THIS CONDITION IS:NOT RATED:F.ORWA-rER.INmLTRATION. 1 4)SEE SHEETS 10-14 F.OR•ANCHORAGESPAOING,EDGE DISTAMCEAND EMBEDMENT INFORMATION. PANEL HEIGHT 5)D.00RSIZETO'COMPLYWfCH'OURRENT FBC EGRESS.REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT 8)JAMS ANCHO.RSARESPECIFIM.AS THE TOTAL4UANTITYbMdEBY2 FOR PAIRS TOBEINSTALLED. 1 PR0DUCT'RFV1SE➢] - as•eomply�nggwitkSho•Florlda • Bpllding'.Godc InteNads P•hook Lacksdi0@1amtr; StraightAttragal L°elatile@: BO"M4ragal Lockstlle'@' 135Astrdgal' Lcc tile:@. NOAHo. 1&�0628.0.8 Assembly StcalghtAstragal Assembly BO•.;AAMgal Assembly 135•Astragaf. E!cpirA0.nnateU2/47/2020 StandardSiges Standard Stile: :StatidafdStile StandardShce StandardStlle, Heavy,dutV4tile. • Heavy=duty5tile HeaVy+duW tllq .Heavy-duty Stile, ey StandardAsuagaL Dutslde Inside Nttam Rmduotcontrol Aside Garner OEM � Come - . Car or Outside insideldeC°mere l 3 Comer. ""•' S+ •8E• f.•. ,r. Part9i60(x2) Parr#61(Stlle) Partki(Stile), Paiti161' ••;n Part16D art89 ut),6Part467(Atragal) , ppartm In.) Parts 031.&432•ParEk60' Receiver) (Corti.&•Fxd Mount) W'.�.. o arc 197atECHNOLOGYOAfVEZTPND j jGESERIES 77'0.4 W SGl)-L:M'IMPAC.T.cans"'c A46,LYNN Mium P:E cart.omumT �WW - sGD•77d '6 .m22 PG.70130 ',9� t�,>rusetaS j � 4Y i I I _ I rA8LE 2: Design Pressure(DP)and Anchor quantifies Required,(for all approved configurations on Sheets 2&3) Maximum DP Tar alI sizes:+60/-60 Foraamar nstragaf onebtaage on 90'or 135'comer units,seelsheat 11 (May be Hmfled by 7ebie 2A) I 17am•Unk Height Takla applies to Glass Types so- 1. gp• 96" 10T 108" 174 120- 4.4A,H.M.T.7A,8&BA 86.7 8.OLO T3•T78"DLO 79-718.OLO 65.718 LO 81.7/8"DLO g7-7/V PLO 103T/e"OLO 109.7/B'OLO and the 9BIe/Adtragal types AwhorGmup Ana r Gmup An...r Group Ancbot,Gmu Anchor Gmu Amber GroupAnchor Group Anchor Group shown below. 1 2 3 4 1 2 3 4 1 2 8 4 1 2 3 4 1 Z 3 4 1 2 8 4 1 2 3 4 1 2 3 4 Hvoofsls CA+1 04+1 C4+1 C4*t C4*1 CAM C9+1 1 C4rt C4+1 C4+S +1 C4+1 C4w7 C4+1 CM7 CA+1 04+ C4+ CA+1 CA+1 +7 C4+1 C4+1 C4+1 C4+1 04+1 G7+1 C4+1 0471 C4+S C4r 24" pill Jamb 8 8 8 B B 8 8 H 8 8 8 6 a 8 a 8 10 10 10 10 10 10 10 10 10 10 10 t0 10 1a 10 10 P•hcak 6+7 6+7 W 8+7 7+8 7+8 7+8 7+8 T+a 7+$ 7+8 7+ti T+B 7+8 7+8 7+8 .8+9 8+9 8+9 8+9 8+9 8+9 84.9 368+9 0+10 9+10 9+10 8+10 9.10 9+10 9+10 8+10 HoadlSlll 04+t C4+1 C4+Y 5i+1 C4+1 C4+1 G4+1 C4+f C4+1 C4+1 04+1 C4+1 Z+1 COI C4-I CA+1 34+1 C4+1 C4r1 04+1 C4+1 G4+1 CA+1 04+1 Ck+1 C4+1 C4-1 C4+1 C4+1 C4+7 CJ.+1 04r1 ao" pOL ,iamb 8 8 8 8 8 8 B a 8 8 8 8 8 8 8 I a 10 10 10 10 to 10 10 10 10 10 10 10 10 10 10 10 P•h0ak 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+9 7+8 T+8 7+8 7+8 7+0 7+8 7+11 7+8 8+9 8+9 B+B 6+9 S+B 8+9 IM 8+9 9+10 9+10 g+ID D+10 8+10 9410 9r10 9+10 lioadlSlfl C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 CA+1 CA+1 C4+1 CA•+1 CA+1 Cd+i CAt7 C4+S G1+1 CAri G1M C4M C4+1 C4+1 C411 C4r7 G4+1 C4+1 + DLO dls 8 8 8 8 8 8 8 8 8 8 8 8 8 B 8 8 10 10 10 10 t0 10 10 10 10 10 10 SO 10 10 10 10 P-hook 8+7 6+7 6+7 6+7 Tr8 7*6 7+8 7+8 7+B T+B 7+8 7+8 7+B 7+8 7+8 7+8 8+9 8+9 8+9 8+9 B+9 6+9 H+8 g+g 9+10 9+10 9+10 9wY0 9+10 9w70 9+70 9t1p ' HeadIS111 CA+l C4+1 04+1 C4+1 C4+1 04+1 C4+1 CA+1 C4+1 041 C4+1 C4+1 C4+1 C4+11 Oi+1 C4+1 C4+1 C4+1 C4+1 CA-1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C5+1 C5+1 C4+1 04+1 CS+1 C6+1 11 y 42" DLO Jamb 8 8 a 8 a 8 a 8 8 B B B 8 fi I H 8 10 10 70 t0 10 10 70 0 10 10 10 t0 10 10 7D 70 PhoaX fitT 5+7 B+7 B+7 7+8 7+8 7+8 7+8 7+8 T+g 7+8 7+8 7t8 T+8' 7+B i+a B+0 8+0 8+9 8+8 B+9 8+8 8+9 9+8 9+10 9w10 9t10 9*10 9+70 9+10 9*10 8+10 B Head1811I C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 04+2 C4+2 C4+2 04+•2 C4+2 C4+2 G4+2 Gt+2 Gi+2 C4+2 24+2 C4t2 C4+2 G[+2 C4+2 C4+1 C5+2 C6+2 C4+2 Cb+2 C5+2 cS�•2 C5+2 05+2 C5+2 C5+2 i 48" OLO Jamb a H e 8 8 8 $ B 8 B a B 8 8 I B 8 10 10 t0 10 10 10 10 10 10 14 10 10 10 10 10 10 P-haok 3 +7 0+7 6+7 8+7 7+8 7+6 7+6 7+8 7+8 7+8 7r8 7t8 7*1 7+81 7+8 7+8 849 B+B 8+9 8+9 8+8 8+2 8+9 6+9 9+10 9.10 8+10 9+ia D+10 0+10 9+10 9+10 Hmd/Slll C4+2 CiZ C4+2 C4+2 C4+2 C4+2 CA+2'04+2 64+2 04+2 C4+2 04+2 C4•+2 C4+2 C4+2 04+2 Se 14 O Jamb 6 a 8 8 8 8 8 8 8 8 8 e e B 8 B P-book 6+7 0+7 6+7 6+7 +6 7+8 7+8 T+a 7+a 7*B 7+H T+8 T+6 7481 7 7+0 Not available in these sizes Head(ell G+2 C4+2 C4+2 G1+2 C412 C4t2 C4+2 C4+2 C4+2 Ut+2 C4+2 C4+2 GM2 C4+2 C5+2 O DLO Jamb 8 a 8 B 8 B 8 a a H a 8 8 9 1 8 8 P•hoaX 6+7 8+7 H+7 6+7 7+8 7+8 T+8 7+B 7+8 7+a 7+a 7+8 7+1 7+8 + Tr8 I O a EXAMPLE ON SHEET9 ' NOTES: OLD WIDTH= 1)POSnWE PRESSURES IN TABLE 2ARE BASED ON THE USE OF THE 3-i/4"SILL. MOM.PANEL WIDTH-7" 2)WHEN USING THE2-1/2"SIL TABLE 2AL,POSITIVE WATER DP IS 46.87 PSF MAX.WHEN USING THE 3-1/4"SILL, II POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER OP iS 6D.0 PSF MAX SIR Heightto max.(+)DIP LEGTH Fes— DLO HEIGHT= (NEGATIVE PRES.UNCHANGED}SEE TABLE 2A. (Watar Infiltration Rating) DOOR UNiT HEIGHT'-10,125" 3)4",3-1/4•AND 2-112'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' $ll[Riser HeightSiLL IS NOT AND MUST ONLYBE USED WHERE WATER RESISTANCE lS NOT REQUIRED.MAX. (��orSox,see (+)Design PANEL HEIGHTPOSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psi RATIO7 DOOR UNIT HEIGHT-1.666" AN OVERHANG COMPLYING WTTH THE CURRENT FBC(SEEADJACENT DiAGRAM):THIS CONDITION ISplush-1-it2" sea now 3 NOT RATED FOR WATER INFILTRATION. Low-2-112" +48.67 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. MediNn_3-1/4" +60.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. F99b_4" +60 0 i 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY FOR PAIRS TO BE OH LENGTH PRODUCT REVISED SEE NOTES 1-3 OH RATIO=OH HEIGHT INSTALLED. as complying with the Florida Building Code THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FORTABLE 2.SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 16&19 FORASSEMBLY DETAILS. NOA-No. 16-0679.06, Interlock P-beak LocksUla @Jamb StralghtAstragal Lockstlla @ I 90 Astragal Lockstile @ 135"Astragal Lockttile @ Expiration note 021'1712020 Assembly StrafghtAsrragaf; Assembly 90'Astragai Assembly 235'Astragal Heavy dutyStlias Heatyduty5tle Heavy-duty5tge Heavy-duty Stile Heavy-duty Heavy-duly5tlle Heavy-duty Stile HeavydutyStlle Heavy-duty5tile ey standard AsRagal Ins de inlaa, a rodeo contra Outside Comer Outside Comer cc Inside Comer Outside +`'S'i-•' lnsldecorner Comer ' Part#61(Stile) Partk6l(Stile) _- Part#61 Part#61(Stile} Part#61 x2 Part#61 Part#61 l Part(1i28(Comer Parest131&£I32 Par[#61 ( ) Part#67(Astragal) Parr#12D pn,} (corn.&Fxd Movnr} 6�k�r�, i Receiver) ++rnaW ow: <OFZtvi•, R» Wit clnvoL0�rn/r/ve DPANDANCHORAGE k vFJ11CL•,A.3+27s .,,•,•:,•;,,:. ••,•' "„ a�: Irsrt+ag-tsao ; SERIES 770 ALUM.SGD-LM IMPACT •• •'' '°"' &LYNN MILLBR P.E Omar a. oa GeV.OFArmb mS® sen-7aa M 7 d22 PG7Dt30 B P6rrea7Ds JR i0HNJ4 i I i i I TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor auantItles Required,(farall approved configurations on Sheets 2&3) Maximum DP shown below Sill Heightto Max,(+)DP For comer astragal anchorage on 90'or 135'comer units,see sheet 11 I (May be 1hnRed by Table 8A) (Water Imiltrailan Rating) DoorUNt Hal ht Sit Riser Hein lrt Table applies to Glass Types 4.4A, BD' 84° SO" 107 A08" (Flat or Box,sea (+}Design B,EA,7,7A, 8 6 9A,end Abe$11a! 69-7r8"DLO 73-718'DLO 79 7/3'DLO 85.7/8"DLO 91-7l8 DLO 97.7l8'DLO Sheet 17) Pressure,psT Astragal typesshwmbeloW. Trenorotoup Anchor Group Ahchararoup; AncnorGroup Anchor Group AmberGrou Flush-l-1/2" see nate3 1 2 3 4 1 2 8 4 1 2 3 A 1 2 3 4 1 2 3 4 1 2 3 4 Low-2.1/2° +46.67 Desl nPressure fi/.90.0 psi .S p9r +!-•5.0 s 17" HeadlSlt CAt1 C4+1 C4+1 c4+i C4+1 C4+1 C4+7 C4+1 C4+1 C4+i C4+1 c4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-t14" +9D.o 24u High-4' DLO Jamb B 8 8 8 8 8 H 8 B 8 8 I B 8 8 8 8 70 SD 10 1D 1D i0 10 10 SEENOTE51-3 P•ho& 6+7 6+7 6+7 6+7 7tS 7+8 7+8 7+8 7+8 7+8 7+8 ',7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 Des)9n Pressure +f-90..4 psf I +1-82,5Psf - +/-76,0 psf 30" 23" Nasals@ 04+1 c4+1 C4+A C4+7 C4+i C4+A C4+1 C4+1 C4+1 C4+1 C4+t C4+t 04+i G4F1 04 1 CA+1 C4+t C4r1 001 04+1 C4+1 C4+1 C4+1 C44-1 DLO Jamb B 8 8 8 8 8 B 8 H 8 8 ! 8 a 8 8 8 iD 10 10 10 10 in 10 10 s P-hoak 6+7 8+7 6+7 6t7 7+3 7+8 7+8 7+8 7+8 7+0 7+5 17+0 7+8 7+8 7+8 7+8 849 8+9 a+9 1 8+9 8+9 1 8+9 1 8+9 8l•0, Desl9rl Pressure +/•90.0 psf I +/.82,6pst +!75,0 pst 29" HestllSlll C4+1 C4+1 C4+2 C4+2 C4t1 C4+1 C4+2 C4+2 C4+1 CA+1 C5+2 C5+2 C4+1 Cq+1 C5+2 C6+2 G4t1 C4+1 C5+1 C5+1 C4+1 Cq+t C5+1 CS+t a " 010 Jamb B 8 8 8 8 8 8 8 8 8 8 1 8 8 e 70 8 AD 10 iD 1D 10 10 10 10 P-Hook 6+7 1 +1 1 6+7 1 5+7 1 7+8 1 7+8 1 7+0 7t8 1 7+0 1 7+8 17+11 7+8 8+9 $+9 8+9 8+0 1 8+9 1 8+9 1 8+9 8+8 1 8+9 1 8+9 1 8+9 DeslSal Prezwre +/-90 cps i +!82 s pat +!•Tag psr OH LENGTH 42" 35' HeadlSil C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 05+2 C5+2 C5+2 C5+2 CS+2 C6+2 C5+2 C6+2 C-+2 C5+2 C6+2 C5+2 C5+2 Cot•2 C5+2 D5+2 05+2 = DLO Jamb 8 8 8 8 8 0 H 8 8 B 10 1 8 a 8 10 8 10 10 1D 10 10_ 10 10 10 p P•hooK 5+7 748 7+8 7+8 7+8 7+B 7+8 7+0 7+f 8+9 8+B 18+8 8+B 5+3 8+9 8+9 8+9 8+9 8+9 B+1 8+9 8+0 8+9 8+9 to Aesfgrt PfESSUre +/-90.0 psf Sea Nate A below +1' psi +/-76.0 psf o� OH RATIO Z 1 4A° 41" Hea SlII C4+2 C4+2 C8+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C8+2 C5+2 05+2 C5+2 C—E CB+2 C5+2 C5a2 C8+2 06+2 C6+2 CS+2 C5+2 C6+2 0 OLD Jamb 9 8 B 8 B 8 iD- 8 B s 10 8 8 8 10 8• 10 10 10 10 10 10 i0 10 } P•hook e47 7+8 7+B 7+8 7+8 8+9 8+9 1 8+9 18+9 8+9 8+9 t1+9 8+9 9+10 9+10 1 9+10 8+9 I B+10 3+10 1 9+10 B+9 9ti0 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-50.0 PSF FOR GLASS TYPES 4,4A,6,6A.7A, 6&8A;+/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH POSITIVE 1) PRESSURES IN TABLE 3 ARE BASED ON THE USE OFTHE 4 DLO CH HEIGHT 2 WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER LO WIDTH= DP IS 60.0 PSFMAX,WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7" UNCHANGED).SEE TABLE 3A i DLO HEIGHT G 3)4",3-1/4"AND 21l2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOTAND DOOR UNIT HEIGHT-10.125- MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAMr THIS CONDITION IS NOT RATED FOR WA'raR INFILTRATION. DOOR UNIT HEIGHT-1.866' 4)SEE SHEETS 1D-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.1 6)JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with tho Florlda THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLES.SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Bultdfng Code Straight Astragal Loclatlle @ 1 90'Astragal Lockstile @ 135'Astragal Loclatile @ NCA-No. Interlock P-hook 1oeHstiJe@Jzmb 16.0625.06 Assembly Straight Astragal I Assembly SIO'AWB9al Assembly 135'Astragal Explratlen Date 1321-1 712 0 20 Heavy-duty Stiles Heavy-duty5tlle Heavy-dulystlic_ Heavy dutyStIle Heavy-duty Stile i Heavy-duty Stile Heat'-duty5tlle Heavy-duty Stile Heavyduty5tlle ay 'Heavy-dutyAttragal Ide Outside Outride Lajner Mfamf-0. roductContro Corner - .. . inside I Inside Co rner rnBr Co Outside •!% v'^� %,:•• Comer Part#HL(Stile) Part#61(Stile) Part#119(Out.) Part 1161(Stile) Part#61(x2) Part#61 Part#61 part R69(Astragal) Para#61 part#218(Comer part4120{lp.) Parts#31&#32 Part#61 _ ' 1, _ Receiver) (Corn.&Pxd Mount} r J r••„ �� l�rr era fPfaneeHN0f.0ayD9W DPANDANCNORAGE � 6,vFJmcr:+tarzre � mr •,•::•:;' . • ' " e (as!!ran redo SERIES 770 ALUM.SGD-LM IMPACT .: A.LYNN MILLER,P.E jR 10/ftVi4 Y. m o - en +•b0" CEROFAU7H,d4 Ma sa0-7m NTS 8 d 22 PGT0Y30 B P.94 BB70S JR I I f I 1 I I I I "RHOOKANCHORAGE CONSISTSF.O NO FRAME 7+8 ---� � - .:- - SEE'CS"CLVSTER _ SEE JAMB (7)P-HOOK ANCHORS, SEE"OS"CLU67ER MAX UNIT WIDTH DETAILS,SHEET 10 ,REQUIRED@ (PERPENO(CULARTOGLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL SPLICE Dl;TA1LS,SHEET 70 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK NOTE, ' EXTERIOR PLANE)SEE TABLE 2,SHEI T7 INTERLOCK 24"MAX,O.C. THIS '`' POCKETS \�,., M. CLUSTER,SEE SHEET SEE POCKET 8 P-HOOK I PANEL W p7H OEfAi[S'SHEET ii x x ': () r^-'--..� k /� x x x x x 5'MAX. JAMS MOUNTING =!'• INSTALLATION, ADAPTER I S'MAX THIS SHEET ANCHORS MIDWAY l o'rr L 9"MAX, :i &SHEET 14 BETWEEN P-HOOK I ! i 4 PAIRS OF r ANCHORS&AT 3" i ® o xn FRAME y x ANCHORS r; FROM TOP& m ANCHORS 96" (TOTAL 6 •`';.. BOTTOM 'o 14 a 21"MAX I a a I o-�----� UNIT ANCHORS) , ax C.c,' � HEIGHT C.C. 4.051" MAX,'MAX.TOOPENING i4MAX,IO.C, n�_P-HOOK PER JAMB EDGE OF POCKET SEE I a O ANCHORS x (SEEJAMB INSTALLATION I ® %0 DETAIL OETAILS Uc&Kd, i° c I rn o c p.H00K BELOM END PANEL SHEET 14&PART h �� j 1 X MOUNTING x ANCHORAGE DETAILS`J'-&'K', ADAPTER 24"MAX is - x ANCHORS - O.C. P-HOOK L-•.-- 6"MAX x ANCHORS x, z x X x % % x x x x' � �END PANEL ANCHORAGE ENDPANEL ,�: x x x' 6"MAX ANCHORAGE(SEE ANCHORAGE x' k xxx , % „+Z" SKETCH BELOW) (SEE SKETCHBELOWI —\—"+r ANCHORAGE "+r 9 LCENTERLINF 6"MAX.TYR ANCHORAGE ANCHORAGE ANCHORAGE RNCHORIGE OFPANEL 1 24"MAX EXAMPLE'6-PANEL2 TRACK,90"OUTSIDE CORNER-o)Xl o-EXT.MOUNT POCKET ANCHORAGE PLAN. O.C. 160,%96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE2,SHEET 6. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8; r7crealo� HEAD OR SILL IF A SPLICE i 60" J 'CENTERLINE OF HEAD&SILL:8•'MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM P1+ OCCURS AT THE P-HOOK NOM. e:r INTERLOCK APPROPRIATE TABLES,SHEETS 6-4 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTrrY OF ADDITIONAL INTERM901ATE 0.0, WIDTH DETAILS,SHEET id ANCHORS PER PANEL.ADDITIONAL ANCHORS 24 O.C.MAXIMUM. FOR INTERLOCK ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY ' 5.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXTRfVCH01 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT care +vEoc 6"MAK. I 3.5' REQUIRED AS PER THE FIGUREATRIGF{T: ( �°� PRODUCT REVISEDascomPlyln9 with the Florida 6ENTERLINE JAMBS&P-HOOKS;W MAX.FROM BOTTOM,2'I"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 6uIIaing Codo OF PANEL 2 O.C, (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6r8.SEE �2 TRACK' HOA-U., 16-0625.06 P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB ExPl=tlon Dato 0211712020 REQUIRES "+2"ANCHORAGE SEE"Ca"CLUSTER END PANEL ANCHOR PAIR "C6"CLUSTER SEE CENTERLINE CENTERLINE gy ;.� DETAILS,SHEET 10 ANCHORAG M am, a roauct contra " DETAILS,5HEETi1 -OF FORASTRAGAL O✓ (2ANCHOR5) 8' !NT'EMOCK ASTRAGAL MAY, �;l <<Irlili` u • AV 11 ly I o- a .i a�,:5•, it'�, EXTERIOR 15 I "+2 ANCHORAGE INE 4 "+2"ANCHORAGE OF �_OFPANEL I" OF PANEL5E 3 f L--5EE SHEET 1i FOR OTHER INTERMEDIATE ANCHORS taro 7ErliNC[.oGt'11WVE ANCHORAGE SPACING&EXAMPL.`PLANS s:;.-••. :�.C'�?::'''::'.`' nr.Esw�m r.vrSERIES 77GALUM.SGD-LM IMPACT A.LYNN MILLER,P.E.CEar.orArArr 6 ® s aZo NTS 9 22 PGTOi30 s p.exseas I I I - I ILI " I I I ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. tNTERLOCK-"�IFNEEDED INTERLOCK--I CONDITION,USE OENIEINTERLOCK IF NEEDED 2.04•" CENTERLINE I CENTERLINE "C6"CLUSTERDETAIL) 1 75 3.5" �" 7„ ExiERIOR 6"DUIG. 1,75" 21" E� 4'D AG, •DIAG. MAX EXTER OR 204" _ O.C. 2,04" I 2.04" 5.64" MAX. EXTERIOR 3'S" 7" EXTERIOR 4°DIAG. 7" E><,rJ�1,loR 7" 3.5 O.C. V 2-TRACK FRAME HEAD ILL v 2 TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEADISILL 6 ' 16.ASTRAGAL OR INTERLOCK AA ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK 2-TRACK 5-fi4 (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,"CN j ANCHORS ARE REQUIRED,'C5") I ANCHORS ARE REQUIRED,"05') FRAMER PAIR 6"MAX -4-TRACK ASTRAGAL OR SPLICE LOCA7ION ASTRAGAL OR (FOR SPLICE I ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-'I IF NEEDED INTERLOCK-- CONDITION,USE I INTERLOCK IF:NEEDED EA' ANCHOR PAIR CENTERLINE 1 CENTERLINE "C6'CLUSTERDETAIL) CENTERLINE 3 5" 204"3,5" 7" CHORS MAY BE INSTALLED 021" THER IN THE EXT,OR INT. 2.04" IA'DIAG. MAX, RACK(INT.SHOWN) 4.0$" O.C. I 2.04" dNOTES: 4"DIAG. EXTERIOR g.� T1.ALL DIMENSIONS SHOWN 7" n 3.5"• 6"MAXARE BASED Oh!MIN. v a-TRACK FRAME HEAD/SILL `� 3-TRACKFRAMEHEAO/SILL �7 3-TRACKFRAMEHEAD/SILL ALLOWED. (dl ASTRAGAL OR W7ERLOGK !oj ASTRAGAL OR INTERLOCK C7 ASTRAGAL OR INTERLOCK � 2•FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 1 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUI REV,"C4") ANCHORS ARE REQUIRED,"05) i ANCHORS ARE REQUIRED,"CV) ANCHOR PAIR P-HOOK SEE SHEET 9. I FOR SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR OP,SPLICE ASTRAGAL OR (FORSPLICE CONDITIONS ONLY, INTERLOCKIFNEEDED INTERLOCK CONDITION USE INTERLOCK'-�USETHISDETAI CONDITION.Do NOT CENTERLI ! CENTERLINE I CENTERLINE IFNEE LOCATION •--.�I "c6"CLUSTER DETAIL) IF NEEDED 3.5" 3.5" PRODUCT REVISED T' as oam 1yy1»gg with tho fiIorCda Building Oode NOA-No, 76-0629.05 2.04" 4"DIAG. i 204" 4"DIAG. 21w Fxpiration Cato 0211712020 1 2.04" 537"DIAG. } 4°DIAG. tninm>4o rodu�tcontrol • 4.98" 4"D1A7i, ! 2.04" i' 3.5' �•• .ilk '�•;::�,irrr I @MERIOR E IOR 7- I EXTERIOR 7" 3,5" �•;•,_.;cT' v•'•,'>. r n p V 4-TRACK FRAME HEADfSILL '�T 4-'TRACK FRAME HEAO(S01 1 15 4-TRACK FRAME HEAD/SILL (ad ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK O ASTRAGAL OR INTERLOCK l�o•6`•TO'S (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ✓•*•�'ti-- ANCHORS ARE REQUIRED,'C4) ANCHORS ARE REQUIRED. ro-CS-) WITH&WITHOUT SPLICE CONDITION rt. E.,.MW. Rra70TF0hNat0GYDRM ANCHORAGE,EXAMPLE CLUSTERS sSERfES 770 ALUM.SGD-LM IMPACT awunbro! rawcwc A,LYNN MMIZ-1,P.E. °"^ E o scA77oNTS 10 d 22 PG7Oi30 B p,Eit sa705 J i I I I i i c i 2.04" 2.04" -INTERIOR 2.04" 4L,�� _2,04" NOTES;- I PoDR INTERIOR 1.ALL DIMENSIONS SHOWN 4"DIAG. 4"DIAG. .4` ARE BASED ON MINIMUM 3.5" ALLdWEd. 7" 2.DETAILS DEPICT ANCHOR INTERIOR I--0 3." 1 EXTERIOR, QAND�WO LD BE AND SDAENTICAL VXTERiORExrERIDR 4"DIAG, 4"DGIG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4 3.5" 4„ 3.5" 4" EXTERIOR „+1"ANCHOR 2.04" EXTERIOR 204" EXTERIOR 2.04" EXTERIOR 4" 2.04° 7" 8.94" I 9D"CORNER 90'CORNER 135°CORNER 135"CORNER 2 TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2 TRAGK FRAf�E HEAD/SILL 2-TRACK FRAME HEADISILL �CEN7ERLlNE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER a(USE WHERE 5 OR CLUSTER ANCHORS ARE REQUIRED,"Cl ANCHORS ARE REQUIRED,"CO-) ANCHQRSARE REQUIRED, ANCHORS ARE REQUIRED,"C6") Or-PANEL 4.08" "+2"ANCHOR 1NT'ERIOR � NTERIOR EXTERIOR �•• i 4.08" 4 "+1"ANCHOR 2.04" INTER R 3.5" INSEPoOR 7'41" I 4"DIAG. 90° 7" 135° CENTERLINE 3 EXTERIOR (•-- 3.5" OFPANEL 4.08" 5,37 4.06" 5.37" IAG. 7" "+3"ANCHOR CENTERLINE •3,5^ 4" 3.5° 4 OFPANEL 2.04" 4"DIAG. EXiERIDR EXTERIOR ?4 4' lNiER1OR A� "+2"ANCHOR .�. 3.5" [7`90°CORNER 135°CORNER ' EXTERIOR 3 T FRAMS RACK HEADISILL 3-TRACK FRAME HEAD IISILL VIEWS CENTERLINE ("08"ANCHOR CLUSTER REQUIRED ("CB"ANCHOR CLUSTER REQUIRED f" OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT • INTERIOR 6.12" INTERIOR 2.04" 2.04" 5.12" 3.5" 4" EXTERIOR, 5.88" �CENTERLIN$ MTERIOR OF PANEL PRODUCT REVISED INTERIOR 90 " 135° as oempl fn wlth tho F[or7da 4` 2.04" a3"ANCHOR Y1 MOA-ng odpo DIA 7" NOA_No. 46.0629.06 Expiration Date 021'17/2n2D 0.12" 4" 6.i2" C' I 3.8' 4.08. gy 7" EXTERIOR 1571am- ro uet Control 2.04" 3.5" 4" 4"DIAG. 3.5 1 3.5' , •: ....... 4 EXTERIOR j 1�.CPNTERLl1JE "'}„•,'ti'�;•Yyc.,,� •.,lr •� 90'CORNER i35'CORNER 2.04" ) OFPANEL 4•TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL ("C8"ANCHOR CLUSTER REQUIRED ("CANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEAD/SILL 8" AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHORLAYOUT _ •----z; (3-TRACK SIMILAR) wary: N", - a..wa"; I ,"r�.' .✓•I,Y_ q y 107GTEGROLoWORIYS ANCHORAGE EXAMPLE CLUSTERS tmt✓am N.UENIG$f7.3427r iuc �,. SERIES77D ALUM.SGA-LMIMPACT om"ney:o"d: c.°° � � a"waroar rm: �."r a*wAru. NM. A.LYNN MILLER,A.E, JR i0/10/14 CERT.OFAUM#291001 SGD-T!0 NTS 11 d 2Z PQT0130 6 P.E1lEE705 i I I - I INSTALLATION DFMLS EMBEDMENT.SEETABLEA,SHEETI EMBEDMENT:SEE TABLE A,SHEET I EDGE DISTANCE! MIN.OF 3 THREADS BEYOND EDGE DISTANCE: SEE TABLE A,SHEET 1 4EAN.Hl",T NCE: THE METAL SUBSTRATE SEE TABLE A.SHEET I ,SHEET 1 ExTERIDR 2-1116°•i/4° 2-1116"•I /16"� NOTES: 1/4" 1.ALL DIMENSIONS MAX. o � MAX. MAX. SHOWN ARE BASED SHIM E RI R_ SHIM �ORr SHIM ON MIN.ALLOWED. � ( <,-' 2.METAL OR WOOD EMBEDMENT: I i SUBSTRATES MAY BE SEE TABLE A. USED FOR ALL FRAME SHEET i TYPES PER TABLE A, 2XWOOD WOOD ANCHORTYP., 2X WOOD WOOD;ANCHOR TYP., S ANCHOR TYR, SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES ES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET I &TABLE A,SHEET I NOTE 4,SHEET 1 &TABLE A,SHEET I �2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS �EJ LL WOOD INSTALLATION Bw WOOD INSTAATION METAL INSTALLATION MIN 4"(MEAD&SILL) OR S"(JAMB)SEE WOODANCHORTYP., 2XWOOD WDODANCHDRTYp., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYR,SEE ANCHOR SEEANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR &TABLE A,SHEET I NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET i SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NDTE S,SHEET $NETT 1 ! SHEET i THE METAL SUBSTRATE 1(1/4"MAX.) 1 *'�`> (1/4°MAX.) :`�•.>. ' (114"MAX.) fF- �ExTERIOR T Exr R Exr�R I } THEE A SHEET 1 2d/1 fi°` 2-1116"' y 2-1/1fi"` L EDGE DISTANCE.* EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A SHEET 1 SEETABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEETABLE A,SHEET'I EMBEDMENT:SEE TABLE A,SHEET I M BILL Ow WOOD WSTAW+TION �WOOD INSTTAALME SILL LATION METAL INSTALLATION EMBEDMENT SEE TABLE A,SHEET I -—� EMBEDMENT:SEE r TABLE A,SHEET I -`I EDGE DISTANCE: SEE TABLE A. EMBEDMENT:SEE METAL TYP, SHEET1 PP013UCT REVISED TABLE A,SHEET i .i EDGE DISTANCE' SEEANCHOR as complgng with the Klor da 2X WOOD EDGE DISTANCE: 2X WOOD O SEE TABLE A, NOTE 4,SHEET I Building odo NDA-No, IB•D629.D6 SEE TABLE A I SHEET Expiraiion Dato OZ'f 7/2020 TYP.,SEE ANCHOR SHEETi 7YP.,SEE ANCHOR ". 2-1116 NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., By 2-i/16"` SEE ANCHOR NOTES mtam a duct oars WOOD ANCHOR TYP., 1 2-11IV. &TABLE A,SHEET I SEE ANCHOR NOTES -- WOOD ANCHOR TYP.. MIN.OF3 &TABLEA,SHEETI SEE ANCHOR NOTES THREADS Q &TABLEA,SHEET I EXTERIOR C BEYOND THE `��`��t 1YhN,J1/ EXTERIOR EXTERI00. � 114"MAX.SHIM SUBSTRATE I-- METAL4%G6tusg'•GQ�`� 114"MAX SHIM I- - 114P MAX SHIM (._ ' No.53705 ®2-TRACK FRAME JAMB &jah 3-TRACK FRAME�JAMB 4a 4-TRACK FRAME JAMB _ Gw WOOD INSTALLATION Hw WOOD INSTALLATION W METAL INSTALLATION a r mb w s,opek A toroTecrtnorocroRrvS ANCHORAGEDETAILS L'o 16,fTA n K t0]YfCF,FL3da5 tip i D.0:;1�„ G i` ems (sar}re0asa0 SERIES 770ALUM.SGO-LM IMPACT ��'cS'S'/}p�rE�•:`� sn,.um a "•" a"`vrv' n,r, A Lj'(IIf ftI' ,RE oc.=+°r•wr: amine o.ec CERI:OFAUTH,#2zM m SGD-770 AM'8 12 °'22 PGT0130 B JR 7Q!!0/!Q P.E.668705 I I I I I INSTALLATION DETAILS EMBEDMENT.-SEE TABLE A,SHEET EM13EDMENT:SEE TABLE A,SHEET I NOTES: EDGE DISTANCE:j EDGE DISTANCE 1.ALL DIMENSIONS CONCRETE EDGE DISTANCE:SEE ONCRE7E SEE TABLE A,SHEET 1 CONCRETE ` SEE TABLE A,SHEET 1 SHOWN ARE BASSO PERTABLE TABLE A,SHE6T1 PER ' PER7ABLE ON MIN.ALLOWED. 2.1/Ifi"' 2-ilia 2-1/16" A,SHEET 1 A.SHEET I A,SHEET 1 114' 'DIAGONAL O.C.IS EXTERIOR ry" i ,5•.,, `L.`:�..:- •.M1:• ,r�:� •I i j �' '.i` MAX. MIN 4"(HEAD&SILL) SHIM ORV(JAMB)SEE EMBEDMENT: 1/4" EXTERIOR EXTERIOR I MAX0&1 DETAILS,SHEETS SEETABLE A, �• SHEET 1 SHIM SHIM PROPERLYS£CUREOIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., WOOD SUCK .. SEE SEE ANCHOR NOTES& WOOD BUCKTYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHORN07ES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1 ac TABLE A,SHEET-1 2-TRACK CTE 3-TRACK PRRJ 4-TRACK CCEN _ CONCRETE COCREIESTALLATION � CORETSTALIATION I CONCRETE ANCHOR TYP. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETEANCHORTYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCKTYP„SEE SEE ANCHORD SUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCKTYP.,SEE TABLEA,SHEET 1 ANCHOR NOTE 3,SHEET 1 R NOTE3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I SEEANCHOR SEEANCHORSEEANCHORNOTE 5,SHEET NOTE 5, NOTE 5,1(1/4"MAX) SHEETISHEET Iy•, � I (1/4"MPJC.) } (i/4"MAX.) x- � 1 EXTERIOR 1 ._1. EXTERIOR :7" i4.,•�I •;•••`, EXi�ERjIOR !s ;t ,j i 2.1116'- 2.1116'. 24l1ft°' CONCRETE PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE,. A,SHEET 1 SEE TABLE A.SHEETi PERTABLE SEE TABLE A SHEET PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 A,SHEET 1 EMBEDMENT•SEE TABLE A,SHEET 1 ®2-TRACK FRAME SILL 3-TRACK FRAME SILL Lfa 4-TRACK FRAME SILL Oe CONCRETE INSTALLATION W CONCRETE INSTALLATION Fe CONCRETE INSTALLATION j EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT;SEE TABLE A,SHEET I I _� EDGEDISTANCE: i 'EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, EMBEDMENT:SEE CONCJCMU ANCHOR SEE TABLEA, 1X W000 BUCKTYP., SHEET 1 PRODUCT REVISED t —"� SHEET 1 a�complylng with the Florida s TABLE A,SHEET 1 TYP..SEE ANCHOR SEE ANCHOR NOTE 3, Bullding God0 I EDGE DISTANCE NOTES&TABLE A, ' SHEETI NohNo, 16-0629.06 1 PROPERLY SECURED 9EE7ABLEA, IL SHEETi ;2-1/18"• 1XWOOp6UCKTYR, SHEET 21116°' sxplrnfionPato021S7J2020 SEE ANCHOR NOTE 3, :`.;I 90NCJCMU ANCHOR SHEE71 TYP.,SEE ANCHOR t sy PROPERLY SECURED I;+" tdlaml-P Product Control CONCJCMU ANCHOR % 2`1/16"` NOTES&TABLE A, TYP..SEE ANCHOR 1X WOOD BUCK fYP., 1 ti SHEET 1 SEE ANCHOR NOTE 3, ?^I CONCRETE CONCRETE I ' ,..j , OR MU NOTES&TABLE A. SHEET OR CMU PERTABLE:E ExrEwoaSHEETI ExrERoR ,, ORCMU ocrERloR PERTABLE ASHE T1 ��"' 111'fNN,k'' , V1J4'MAX SHIM ^I I PER TABLE ��LL A,SHEET I �,O ,..•...,YCif�'� ! A,SHEET 1 V 1/4"MAX.SHIM-#I I �a`;•';�GFjVsfi 1/4"MAX.SHIM —I- -TRACK FRAME!JAMB 3TRCK RAM 'AMB NO Na.59705 2CONCRETE/CMUINSTALLATION CONCRETE/CMU!INSTALLATION l COREE MU INS gLLAT0N J )fmalr�rnvaocynwvr ANCHORAGEDErAILS .0, r N.VEMC4 FL36v5 m,: SZ •,, R or �� T�aJ eea rsro SERIES 770 ALUM.SGD-LM IMPACT C. ��)� rn..na,r soy: atone a.avua s.r. "ATL i R.P:E t a JR f0/f0/f4 UEttI:OFAIl7FL p29198 FK2-T SGO•770 NTS 13 "r 22 PGT0130 B ^�p',f:A jy Y t i I I ' A 4) I INSTALLATION DETAILS I NOTES: I.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIK ALLOWED, INSIDE POCKETS—,.., EDGE EMBEDMENT:SEE TO PREVENT ..`'t• DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER I WATER SHEET ARE FOR WOOD ANCHOR 7YP., INFILTRATION CONC,lCMU ILLUSTRATIVE a o 6EEANCHOR NOTES ANCHOR TYP:,SEE ° PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEEP 1 28 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED 23 :...r •:,. SUBSTRATES. SHEET 1 ILLUSTRATION,SHEETS) 1-114"MIN.EDGE DISTANCE DISTANCE.SEE I; .r', _ _ EXTERIOR 3,SEE TABESI3, TABLE A,SHEET 1 EMBEDMENT: ' ^-1 '• „'' 23 VR SHEETS a-e FOR SEE!TABLEA, "'�'•'"'r�!'•`"•''''- REQUIRED P-HOOK 2B ;'•:�:'.:. t;t;,_...'"-?;':;;:;_ P-HORKMOUNTING wq SHEET. :,,: ;;; ;. ADAPTER CONC./CMU AND P-HOOK +'yt';r:.•:.,;,;,; MOUNTING ADAPTER PHOOKWOOD ANCHORTYP., (� ?. ANCHORTYP.,SEE SEE ANCHOR NOTES P HOOK :-"'''•:"' '" ?` `. ANCHOR NOTES&TABLE ANCHOR QUANTITIES, &TABLE A.SHEET 1 CONCRETE OR CMU PER TABLE EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2,693"MIN. A;SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCa ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT-SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER PARTS 918,#20,#22 OR#24, kJc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETEIOMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY AWO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEEANCHOR P-HOOKMOUNTING NOTE 4,SH EMBEDMENT:SEE ADAPTERSMS CONCREIEOR EMBEDMENT:SEE AOAPTERCONCJCMU EETI; TABLE A,SHEET 1 CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN,OF 3 THREADS ANCHORTYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES •' , 1 '•t:.; A,SHEETI SUBSTRATE 28 &TABLE A,SHEET] ...- ::.'. ,;..:; �; ;, (ALSO SEE TYP. (ALSO SEETYP• EMBEDMENT: F ILLUSTRATION, SEE TABLE A, ILLUSTRATION,SHEE'T9) EMBEDMENT: _ SHEET 9) SH[-E'f] 2 SEETABLEA, ` DGt DISTANCE:SEE ;a :.. SHEET 1 TABLE A,SHEET 1 _ '?' ^r;'':•.' b1/4"MIN.EDGE DISTANCE PRODUCT REVISED 30 -.4. S0 - as a mpigI g with the F1or]da P-HOOK SMS ANCHOR TYP., I NOIA llo.00addo 46.0629,06 SEE ANCHOR NOTES t�ffERlOa P-HOOK CONC./CMU EXrERiOlx &TABLEA,SHEET1 �j ANCHORT&T SEE I I FxpirasonHato0217712D20 ANCHOR NOTES&TABLE S7 (ALSO SEE TYP. 2.693"MIN, A,SHEET 1 Dv ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP, EDGE MIN'DISTANCE Miam roaucs Goatrol EDGE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS PARTS#19.021,#23 OR#25, Kc PARTS#19.#21,#23 OR#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �' q��••`•••••�f��/.��4 (SEE TABLES IA,2A&3A MOUNT (SEE TABLES IA.2A&3A MOUNT FOR WATER RATINGS) ONLY i FOR WATER RATINGS) ONLY ^ h!a.53705 r na..aor. m.r n a,c a,wcn• �'17'. QQ�f � •'�U� I r. am,.• na+vaw fam7�crwoaoorovvP ANCHORAGE DETAILS :�'tj'•. i�'�� 3 flaao o-sao $ SERIES 770 ALUM.SOD-LM]MPACT�DGF- ^r 1oa cr•, :r ...`u ti CERL OFAVM.hZM o sG0-770 NTS 14 a22 PGT0130 B rtvllyn,4(I I b.E. JR fQHQ/f4 P,E,IFB87o5 I i ---- - - -- --- - - - CONFIG, EXAMPLES f�.MAX.UNIT HEADER DETAIL W, WIDTH MAX Mom• NOM,PANEL WIDTH , .UNIT WIDTH SHEET 18;INSTALLATION DETAILS'Aw'&'Ac', DLO TYP.PER TA13LES 1-3 WIDTH INYER O SHEETS 12&13 ,NOTES. 1)SEE SHEET 17 FOR INDIVIDUAL 1 E OR PANEL CONFIGURATIONS AS APPLICABLE SEE DAlANCHOR PANEL PANEL 90, TABLES,SHEETS FOR MAX, PANEL TYPE TYPE PANEL CORNER DETAIL'N2', PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' AS'I TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION A K ANCHORAGE SHE,-(11 MOM. MAX.UNIT DETAILS AND SHEETS 12.14 FOR MAX /I 1 PANEL RMX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS, PANEL W10THTYP. DLO PER 2)(1)LOCK(ITEMS 75&107-11D)AT 1-lE1GHT SEE PER / HEIGHT TABLES M',SHEETI9 EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES t� q� EXTERfOR INtERIOR KEEPER(ITEM IDS)AT FRAME JAMB ORASTRAGAL. C ,L JAMB DETAIL'037,SHEET /— 3)PLEASE SEE APPLICABLE X 18,INSTALLATION DETAILS J ASTRAGAL&INTERLOCK X x 'GW&'Gd,SHEETS 12&13 COMBINATIONS PER DPIANCHOR TABLES. SO' DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18, DLO HEIGHT=DOORUNIT HEIGHT-10.125' INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANEL$-XXM PANEL HEIGHT=DOOR UNIT HEIGHT-1.86a" 'Ow'&'Oc',SHEETS 12&13 SILICONE N07 MELT BUTYL - STRUCTURAL SILICONE STRUCTURAL SILICONE BYOTHERS POLYISOBUIYLEN t/a"NOM. FOAM she"NOM. WIrk DESICCANT WITH DESICCANT 'Exr.GLASS EXT.GLASS #SX 1• #10 X 1-i12" PH sMs PH SMS IN7 GLASS INT•GLASS tv KODISPACE 4SG TPS ,ss SUPER SPACER@NXi- PRODUCT REVISED ALUMINUM as eomptyins with the Florida REINFORCEMENT pDLYIS0. DE:SICCANTFILLARFA SuihDng Code BUTYLENE NOA-No. -I6-D629.06 PANEL CORNER FRAME CORNER sn6•NDM. SEAL shs•NOM. Expiration Date0211712020 DETAIL DETAIL BUTYL& ROLL FORMED SILfCONESEAL ay oeslcenNr FOAM \ STAINLESS STEEL A7ram-Daef r auce Donire ExT.GLASS b Part* Description Material G ExT.GLASS UIIIrr-rr. 1 44 Kommetling 4SG TPS Spacer System - 125 Quenex Super Spacer nX'i wRh Hot Melt Butyl See this Shesl for INr.GLASS )N7.GLASS 120 Quanex Oureseal Spacer Materials ;k,,•rET,,; 127 CordlaalA Edge Spacer +3DURASEALOSPACER ter XL EDGE-SPACER - < REFERENCE 7EBr REPORTS:FTL-8717.8966&8970 ' JR 9r OSOSRofs a AWED SPACERS Meto.r :'::,`.'•, .�;,,-n;.lb.'y``: mrarrutrmLDataRlve ANCHORAG,-DETAILS/EX: AMPLEELEI/AT10 9"��"' '•'''' - ' N.YPNfC6 FI St275 ! pup ,c�,,y,•,,.••....,f.., °'� fl•r"� r}rso-isuo SERIES 770 ALUM.SGD-LM IMPACT '; `•`": o,nnay:wm• a x+as.ore arr.a�nr a""' — A.LYNN MILLER,F.E. JR 1NftVf4 CERT,OFADYfr.d2R25e SGl7-770 JYT$ l5 .22 PGT0130 13P.ESe870fi I , i i I INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 CONFIG, EXAMPLES 'SHEE719 OPERABLE JAMB pETAIL`G3',SHEET i8; �—INSTALLATION DETAILS'GW&'Ge,SHEETS 12&13 AX �D JAMS DETAIL G92'% ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL W,SHEET I8; M LLL SHEET 18;1NSTALLATION DETAILS & 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW'&'Ac, OLO JAMB DETAIL'G3',SHEET SHEETS y2&13 11TYP. 18;INSTALLATIONlee,SHEETS DETAILS pETA1LS'GtY&'Gc', L2,SHEET 19 'Ativ�'&'Ac',SHEETS 12&13 I �'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 T11 OR INTERIORPANEL PANEL PANEL. PANEL i PANEL IN7ERLOCKDETAILTYPE TYPE TYPE TYPE PANELYOOTH R' ,LI IV A TYPE TYPE M',SHEET y9MAX. QS' MAX, NOM. / / UNIT / UNIT 901 DETA0. R N10 SHEEN 4&PANEL HEIGHT SILLDETAIL / HEIGHT CORNERANCHORAGEPER PERWIDTHTYP. D',SHEETMAX. P>R SEE TABLES 18; . / SEE TABLES SHEET II DLO TABLES 1-3 NOTE 2, 1-a INSTALL DLO PER NOTE 2, 1� INrFwOR I(EIGHT SHEET 15 DETAILS HEIGHT TABLES 1•S SHEET 15 a '� a 'Dw'&'. exrErvoR D X X X SHEETS NOM,PANEL \\\\ $13, X X X X PERTABYODTH TLE SEE FRAME& MAX•UNIT WIDTH SILL➢ETAIL�',SHEET 18; MAX.UNIT WIDTH 1� PANEL CORNER MAX,UNIT WIDTH EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUON DETAILS HEET 15 2-TRACK 'Dw'&Vd,SHEETS 12&13 EXAMPLE 901 OUTSIDE CORNER-XXIXX(2-TRACK) ASTRAGAL➢ETAILS'L1'& INTERLOCK DETAIL'W,SHEET 19 JAMB DETAIL DE SHEET & L2,SHEET 19� INSTALLATION DETAILS 1w'& '1 INTERLOCK DETAIL'M',SHEET 19 - Ic'�124 HEADER DETAIL J� AMB DETAIL'H2',SHEET P-HOOK DETAIL U'&'IC,SHEET 8',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION➢ETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET 'HW&'He,SHEETS 12&13 W,W&'KC,SHEET 14 DETAILS'Sv/&'8c; I DETAILS'(♦/&'Ie'.SHEETS 12&13 18;INS ON DETAILS SHEETS 12&13 'Cvt+&'Cc',SHEETS 12&13 -------MAX.UNIT WIDTH i MAX UNIT WIDTH -----�_ PANEL PANEL PANEL PANEL i I PANEL PANEL PANEL PANEL FTYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE PRODUCT REVISED R' 'L' 'M' F i fw F P, MAX. Bully ng Cott* - tho Florida i I NOA-No. 16-0629.06 MAX.UNIT NOM. �'o I NOM. UNIT • HEIGHT PANEL e 4 PANEL HEIGHT Lxp'ratlon Isato0211712020 PER / W1D7H TYP. / / WIDTT-1 TYP. / PER HY TABLES MAX. /SEE PER /Ld x ss� I SEE MAX PER TABLES Mtami.oa uc Con of 1.3 DLO NOTE 2, TABLES 1� a i OTE 2, DLO TABLES i 3L 1 3 HEIGHT NOTE SHEET 15HEIGHTX X X X X N��•,. .:c:•':"•,�¢;r _i EXAMPLE:O)XXp SILL DETAIL E',SHEET 18, ✓ EXAMPLE:XXXO SILL DETAIL IF.SHEET 18; Y.c•�",i JS Y (3 TRACK,RIGHT 2OKE7� INSTALLATION DETAILS (¢TRACK,SY-PASS) INSTALLATION DETAILS ,I aJr FY/&'Fts,SHEETS 12& 3 Cs t4 'EWWEc',SHEETS12&13 1 i07[77ECHNOLOOYORlVE EXAMPLEELEI/ATIONS c'-:=;";?•`•;' '�;.'� moor• rbM N.VENICE R31276 rv,s };;,+,I- r\ i x.,wer. o.a: xawmv, ryar}9eo-feoo SERIES 770 ALUM,SGD-LM IMPACT ''"•; ,•, �'' A^" A.LYNN MILLM P.E JR To/to/19 CFA'oFAtfIN.YZa275 " scfr/a (YTS 16 ,22 PGT01S0 8 reusa7os I ' i r PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGA7: ASTRAGAL ASTRAGAL TNT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER 136 CORNER INTERLOCK IMERLOCK STILE W/HANDLE BOX OUT BOXIN aox011Y sox 9DLOCROULE 99 LOCKSTE 90 RECEIVER WRECEIVER 90RCO RECEIVER 35RECEWER 36 RECEIVER TYPES OUT IN I WI HANDLE WIHANDLE WI HANOLE W/HAtJIILE WI HANDLE W,I,.HANNDD,LLEE+jJ ECEIVE W/HANDLE WI HANDLE 2 #11 s61 IX179 TM°`!/#116 iRiY 116131i fl31 I INTERLOCK gp" F PP K �- TR TQ TC TA TV TW OUTe� 31NGO an!, B E P A C C IC SQ - Sc SA SV SW INTERLOCK IN ts�c0r � �� RR R $ S ' Ft7 FC FV FW ��w! WI{FINDLE D M � ��D �� QasiRAGAt, LR PANEL NOTES: BOX OUT W/HANDLE woxom 1.SEE ORTABLES 1.3,SHEETS 6-8 FOR PANEL ASTRAGAL S177F-S&DESIGN PRESSURE. aaX W LEFT LJ IME IOR RIGHT 2 PANEL TYPES NOT SHOWN OR CROSSED OFF LLJ� WI HANDLE ioaxN7 PANEL I �'7 PANEL. ARE NOT REQUIRED-FOR ANY CONFIGURATIONS (- ASTRAGAL STILE �ExrER7oR STILE ANDARENOTAVAILABLE. co BOX OUT �� / 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES l^ PANEL"0 SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#i18)AND EITHER U- ASTRAGAL T [! APPLICABLE 5T11 E/ASTRAGALREQUIREMENTS. EXTERIOR(4119)OR INTERIOR(#120)CORNER LLI 13OXIN � � LaW a9 ASTRAGALS. •J r 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES fJ) yD Ksn RT CI (#B1)AND CORNER ADDON(#31). 1 W1 HANDLE s1 Lu EXi CORNER SILL RISERS OPTIONS .232" 23T' a E°/1-KN"E QT QS �11� • EXT CORNER ^ ^ —'{�^--.23T OR EXTERIOR p •Da• Q. 90 RECEIVER ' r _T r _S EXYEAIO II j EXTERIOR A6z' G] 3��D62" 9,055` . WIHANDLE �9 v/ CS —']I, 2.655' INTCORNER A61 1.$67' BO RECEIVER AT AS DF .062^ 4+4 WINANDLE t PRODUCT RtVISED 617E as comp1y7n9 with the Florida EXT CORNtR —)SILL RISER,FLAT^ OS01 RISER.FLAT OSILL RISER,FIAT 24 SILLRISER,FLAT Buildlns Coao 90 RECEIVER. CFF FLUSH.1-112"I LOW,2-1W MEDIUM,3-9/4" HIGH,4' HOA-No, 16-0629.06 :p --+{ .760' PxpBat7enDato0 211 7/2 0 2 0 ' EXTCORNER 7134 75D• MS RECEIVER VT VS VF .750- EXTERIOR By WlHANDLE 17 �/{� p}OERfOR EXTERIOR EXTEROR 062, c] .002- NUamI-Daa roduct Contivl 1 RECENE i WS Y 31 F GJ-I .906° 4,055° 7I77,,;I W/HANDLE p5t •062° 2.555 3.3105' � .,S 3 S 7,• , 567. SILL RISER.130XI' SILL RISER,BOX SILL RISER,BOX SILL RISER,BOXr.- 1B•FLUSH,1-1/2-' 21 LOW 2-1Y1° O MEDIUM.31/4" O HIGH.4° •_.��0 {+ry 'N07 VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6$ •''•�r. �f I� weer. RalaknceM .:.�•, a,Aic OF fi«" r w � raro7Er}woLosroR ve PANEL 7YP.ES ;:GrtOF,.•;t ;: I N.VEMCE,FL SS275 ims •1�'i l;;;- •- Aw+aM: SERIES 770 ALUM.SGD-LM IMPACT' '' ''�" '� •• 19aiyte0•ts _ �•I••• , "^"'M11° ®"• C°"" °"''�JP' A LYNN MIUZR,P.E I JH 1-1• (7/74 m.aw axa CERf.OFAn0tllff.tG9zes� of SGD•770 NTS 17 w� PGT0130 8 P.E.458706 I I ' I I I � v I • i ASSEMBLY DETA3LS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH � 60 0R 61 106 LOCK PART 17 1a 1o6oFJAMBGTH 14 i 7s5.1D7.1i 5 �I 60 OR 61 50 OR s1 5U OR 81 2 TRACK JAMB 18 5 Gi 2TRACKJAMB (SHOWN 5 SEE DETAILGi c—U #tD WITIf— 105 6"LONG OPERABLE FOR FIXED 113 I @ W/RETAINER#1D6 PANE) VFOR �sK1o7A-R1i MIDSPAN (SHOWN WITH PANEL CLIP FIXED PANEL TO LOOKP DETAIL G2 5 THE INTERIOR) �E RIOR 103 113 7s&iD-i 163 FIXED �7 12U-OR ANEL CLIP 6 103 60 OR 61 14 M16 B , I i12 15 17 123 FULL LENGTH ® 40 Ga 60 OR 51 sms,#lox a'• OFJAMB 2-TRACKJAMS 2-TRACKUAMB sMs,X3 CUP#BD OR#10S 61 S2 WI SCREEN �EXIERIOft rj r L paORXTE RIOR WI RETAINER#123 V VLONG 3TRACKJAMB 3TRACKJAMB 4TRACKJAMB 47RACKJAMB @ 86 (SHOWN WITH (SHOWN WITH BFM P WITH 12 (SHOWN WITH (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLEPANEL) FDCEDPANELTO FIXED PANEL TO OPERABLE PANEL) vex7sRDR60OR01 THE EXTERIOR) 63 THE EXTERIOR) THE INTERIOR) i1z i 3 4 f"l 45 5 113 15 713 tD 6 52 51 69 EXT�Ef.MOR Be EXTERIOR 69 DC7ERIOR 53 C a v I SHOWN WITH 4y2-TRACK WISCREEN 65E63-TRACK R TRACK MAX UNIT OPT.SCREEN �J FRAME HEAD W. RAME HEAD ®C FRAME HEAD HEIGHT PER TRACK TABLES 1-3 PRODUCT REVISED os eonlplying whb the F).r;da 53 69 69 B9 Bvgding Cotlo EXTERIOR EXTERIOR NOA-No. 96-0629.0& 52 61 720R 73 /� 1720R 73 � 720ft 73 NO Expiraflon Data 0211712020 9S 1M1 113 $Y 113 11 I 9 11 i0 48 a7 0 lf� i IYli�m,-Da rOtlueY Control EXTE OR 1i2 S 113 113 5 :;IIt3r + 2 TRACK W/SCREEN 3-TRACK ¢TRACK - T}•• n FRAME SILL FRAME SILL \_FJEFME SILL I TTEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES �� -----` - 1-3,$HEETS S 8 FOR OP(PSF)ASSOCIATED WITH STILE. (6 10M TCkJINOCOGYDRIVE YER77CAL SECTION DETAILS ?�'r,-••`�4R;0�.••r�`.• oc MVDVlC$FLSd275 Tllr •'t%'/:.•.•••,-_.::•• "^ � Dm •, nuryaaarsno SERIES 770 ALUM.SOD-LM IMPACT =F ur ceu p Dam: m "r'"�ie % '' fir'° ^'" A.LYNN MIL.-ER•P.E. .a? 10I10/14 CsRr.OFi KA24s SGD•7M NTS 18 a22 PGTOI30 B P.£.f.'59705 , 7 I ASSEMBLY DETAILS . (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 1 I— OR 6! 113 11B 7 23 2B3027 11 j 113 63 63 28 27 103 62 111 63 BOOR81 80 OR 61 60 OR ei I 29 1a 86 29 120 65 65 6 I •1•L EXTERIOR 111 62 , EXTERIOR 111 82 EXTERIOR INTEMOR EXTERIOR EXTERIOR -TEXT ORFNT.MOUNDORFLATSILS 9 EXT.MOUNTRON Y BOX SILLS 4 90° fNs aloR LOCK Pp,�T LOCK PAR ter' 60 Ell TS 5.107-110 T5$1D7-i Bt 75 H 107-1'! 5 , W-.°11INTERLOCK- in 14 I 113 l—y GO BD 61 81 11B 5 EXTERIOR 113 ("1 EXTERIOR v 5 103 5•D�TERIOR s7 66 STANDARD ASTRAGAL 067 SO-INSIDE L1 WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES 'N1 2-TRACK SHOWN CORNER ®G 2-TRACK SHOWN `ITEM SHOWN, (HEAVY-DUTYM960 � STILE)SHOWN,ITEM 1IS0 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOXASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1.3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH i STILES. 4 INTERIOR 76&10717 4 INTERIOR 5 -4-INTERIOR 135° t PRODUCT REVISED asco ng Coewith tho Mor1CaI -- Expiration pate 02/1712020 T i¢ 5 135, ey 81 32 103 Mla ro uet Cen[rel 61 1 J-R EXTERIOR 32 1! s ' CKPAR 61 103 61 �R,EXTERIOR I 75 B l07 1. 0 v 14 7 135"INSIDE CORNER +ti`';-•':�,atu.;i'• -n' 02 2-TR4CKSHDWN 135-OUTSIDE CORNER 01 2-TRACK SHOWN R,mpr ramr€crruocoorcwv I-IORIZONTALSECTIONDETAILS,CORNERS �1.,�;:.•', 1 (9N}-080•I60D 1 SERIES 770ALUM.SGD LM IMPACT - na nefe wk cram a+re Op�Opq g o-7i6 MIS 79 �22 PQ70i30 B A.LYNN MU P.E JR 10/fQ/f4 1 - � 1 • I 1 i I I I I Item Dw GT pGT# Description Item OwGT vo P�T#. Des clipfton NOTES: 1)ALLALUMINUM=6063T6 1 17300 6R306 ZTRACK HEAD 60 17325 617325 PANEL STLE 2 173M CIM03 2.7RACJ(HEAD WITH SCREEN RAL fit 17326 817326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,86,78,84-89, 3 173M 817309 3-TRACKW-AO 62 1782T 617927 1N7ERLOCKADAP70R 121&122 ARE NOT USED AND ARE _ 4 17312 617312 4•TRACK HEAD 63 1225 B1P246 VINYL.BULB WS1P.-THIN(INSIDE NmRLOCK) NOT PART OF THIS APPROVAL 5 17314 617314 FRAME SCREW COVER 64 729 7,1729 TILL fW3"WFATHERSTR(P PAD 6 17'617 617317 FRAME HEADAKMB ADD-ON 65 17328 017326 IMIMOCK SCREW COVER 3)USE OF 012 OR#13 REQUIRES 7 +7304 a17304 2-Ti1o.C1c snl 67 tt32q 6IM29 AgMSAL MIN.#10 SMS OR 3/16"MASONRY 8 17301 617301 2TRACK sILLw(IH SCREEN RAIL SB 1=9 1 617339 HEAVY putt ASTRAGAL ANCHORS®9,4"MAX.O.C- 9 47307 61730T 3-TRACK SILL 59 17324 BIVI24 TOP&BOTTOM RAIL 10 17310 017310 A--TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOWED) 11 17319 S1T313 FRAME SILLTRACK INSERT 71 1505 71695 1-172"Xl'X2(4.HGH FIN SF_AI.DUST PLUGS 12 17315 B17315 FRAME SILLSCREEX ADD-ON(SEE NOTE 3) 72 8153 78t53X TANDEM ST.STL ROLLERASSY. 13 17316 817316 FRAME SILL SCREEN ENDADD4)N(SEE NOTE 3) 73 B153 76153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2TRACKJAMS 74. SILICONE DOW4L99,DOW995 OR GEa7700 15 17302 817302 2ARACK JAMB WITH SCREEN RAIL 75 8185 7885X GEMINI MORTICE 3-PLY DUAL LOOK W/LONG-MM PLATE 16 17308 6173a6 3-TRACK JAMS 76 71032)OFPFX#10-32 Xt"FL.SS SCREW W/TYPE'F'TIP 17 17311 617311 4TRACK JAMS 77 7103239 1022smELZMCU-NUT 16 17322 617322 SILL RISER-FLAT,FLUSH,11/2" 19 17357 617357 1"]a BEAD 19 17319 617310 SILL RISER-Box FLUSH,19/2" w 173M 817359 T116'BEAD I FIXED PANELCLP 20 17321 1 617321 SILL RISER-FLAT,LOW,2-1/2" 81 17350 017360 9116"BEAD 21 17318 1 617318 SLLRISER-BOX LOW,2-1/2" 82 1224 M47K VINYL BULB WEATHERSTRIP 22 17M 617355 SILL RISER-FLAT,MEDIUM,3-1/4- 63 61745 .1745 LOWE 1YC,1/2'X1/16'5GL SIDE AM TAPE,PDLYETH. 23 17364 617354 SILL RISER-BOX MED01M,3-1/4' 100 BD52 48052 ROLLER A0,I HOLE PLUG 24 17323 7323 SILL RLSER-FLAT 67 HI8 H,-0' 101 72087 JAMB BUMPER 2S 17320 617320 SILL RISER-BOX HIGH,4" 102 1896 71695 OUST PLUG 28 17333 817333 POCf(ETP4fCOK 103 Bts6 781WX 1"KEEPER 27 7070 37070 NEOPRENE BULB WSTP FOR P-HOOK 1G4 663 78DMEP SCREEN LOCK KEEPER 28 17334 St7334 POCKETP-HOOKMOUNT 105 17344 817344 PANEL CLIP-8"LONG 20 17335 817235 P•HOOK COVER 108 17362 617352 FIXED PANEL RETAINER-9/18° 30 1734a 617348 POCKETP-HOOK FOR SOXRISER 107 1739 71T39 HANDLE KIf-NTERIOR RAI6EDWRH THUMB TURN 31 173% 61737E 135 CORNER 103 1740 71T40 HANDLE KR'-RAISED EXTERIOR HANDLE 32 17375 617376 135FDa'DMOUNT 109 TM 78162SN HANDLE KIT-RECESSED NWRIOR Will THUMB TURN REMS 40-53 ARE SCREEN PARTS: 110 TT32 78178 1 ANOLE Y-RECES8ED EWERIOR PULL 40 1 4313 1 812258 ISCREEN SIDE RAIL-LOCKSTILE 11+ 710)64PPSDAX 910 X3I4-PK PN.TEK-S.S. 41 1 1 7LOCKW13SK tSCREEN LOCKSET 112 1236 67510 WSTP,.270 X-170-FIX SEAL 42 418t8 SCREEN LEPER SPACER SET 113 1712 :64066 .187"X.230''FNSEAL 43 Bt62 08152 SCREEN INTERLOCK ADAPTER 114 710X115pPX 910 X 1-112" 44 4428 1 84420 ISCREEN DOUBLE NTERLOCK 116 710)PFT 5T0 X1" PRODUCT REVISEDoompi ngg w[th tlio P(orida � 45 4317 612256 SCREEN TOP RAIL ttfi 720XiX :1440XY'S,S' EWsodiMB9odo 48 434 812M SCREEN BOTTOM RAIL 117 720YJ12X 014,20X1-lIVS•5, NOA-Na. 16-062.9.06 47 BBB 7SRAZ STANDARDROLLER t18 77338 517330 SD DEGREE CORNER RECEIVER ExpirattonDatn02/17/2020 48 We 78RAX STANDARD ROLLER-ST.STL 119 1T337 617337 90DEGREE OUTSIDE CORNERASMOAL 49 4M4 04344 SCREEN ASTRAGAL 120 1733E 8117338 90DEGREE INSIDE CORNERASTRAGAL By 50 M49 017249 O1m SCREEN ASTRAGALADAPTER 123 17352 517352 FrAM PANEL RETAINER,7/8' Miam1- rvduct control 51 1692 811192 SCREEN SPLINE-•165" 52 IS94 81694 SCREEN SPLINE-.150' 53 01816020 SCREEN CL07H ; 54 t725 ire Xa'X7116"SET.0LOG4,NEOPRENE 85 M3 "��:;•;:,•.;.i,_r.,:c�,s!; 65 1723 l"X4"X1/1b'SET BLOCK NEOPRENE BE 1/S w"w q: a.m ewtw � yr.ps,. -1•. ..i..:G r: •-�i+-1 ,+ ,,, y1 fu707ECHNOLOGYORIVE HARTS LIST N.t4-7J1 J 11ST276 Tstr}13o•rsoB SERIES 770 ALUM.SGD••LM IMPACT ! >ix a.d.n amc T r"Lw°10°"r °i�` A LYNN MILLER,P.E. F JR ?0/TLV14 etm D AulxrJszos I sca77n 1VTS 20 •22 AOT0f30 8 pEtesal6s f . 121i° I___1(. 0.061" O D.Da1" D.asr s,Dis°i 2-TRACK HEAD 70 4-TRACK SILL 0.081, (6063 T6 AL) (6063-T6 AL) ! 40 SCREEN STILE 6.198, 6.198" (6063-TEAL) B,526" 5,069" rO,O8D" ) 1.045" 1.211" { 1.505" I 1.993" 0.062" 0.081" (12-TRACK HEAD WI SCREEN TRACK G)%(6663MACKSILL (6063-TEAL) -TB AL) 14 2TRRCK,IAM6 SCREEN @ (6063 TEAL) TOP RAIL 7,105" -----^--� SCREEN TRACK W/ (6063 T6 AL) SC 6.221" 1$ REEN TRACK i 0.080" (6063•T6AL) --{ 1.36" } 71,211" 1.605" 7 1.36, 1.993, 0.081" O 3-TRACK H EAD 8O Z TRACK SILL W/SCREEN TRACK � 0.062" (6063 T6 AL) (606VT6 AL) 0.081" SCREEN BOTTOM RAIL 9.142° (6D63-T6 AL) 4A9" o.031" 0.080" IF, 1311" 1.505, 7.105" 9.141" O4TRACK HEAD O2-TRACK SILL (6063-T6AL) (6063-TEAL) ,aRoomp Dur.g MSwith Florida Bdlding Cod. HCA,-Na 16-0629.06 0.060" Expiration oat.021'!7l2020 0.062" 0.760" ey 1.260" Oa32" IVGatn atle duct G.ntro1 ' 0.060" 1590" ,III:;•. FRAME HEAD/JAMB SCREEN FRAME SILLSCREEN - FRAME SILL SCREEN ;� Y 6 ADD-ON �2 ADD-ON i3 END AD -0N 3.TRACKJAMB (6063-T6 AL) (¢0636 T6DL) r.'�;-,••r;:.:;'••. ��•:, (6063-T6 AL) ;^ '�" °. '-•: RECIUIRESMIN.;/IOSMS REQUIRES NUN.#10SM5 bi:•.30i75 OR 3116"MASONRY OR MS"MASONRY 64-TRACK JAMB / SEE SHEET V FORSILL RISERS• ANCHORS @ 24"MAX,0.C. ANCHORS!@ 24"MAX O.C. (6063 T6 AL) I?.7`i:• R.a"CY• �S=4 EXTRUSIONSntSERIES 770 ALUM.SGO-LM IMPACT°za- ra.ww" amr ® awm"m.� .RimJR ( R7 oF.wJ7Hx�2ss SGO.7/a "NTS 21 22 POT0130 B P.E- 6eto5 i , • I 1 I - 0 2304° .83' 3.802, J� 0.718" I 0J52" I 0.885" 0.574' 0.796" 1.163 IF 0.062" 0.080' 0.062" 0264° 0.075° 0233" OA62" p-HOOK PHOOKSCREW e E COVER tt 21- O -HOOK 2a,AOAPTOR OCOVER O.OSD° as P-HOOK FOR BOX RI5ER (6063"TSAL} (6063 76 AL) (6063T6 AL) ;(6089 Te AL) (fi0fi3-TEAL) (6063-T6 AL) I+--4" 4" I 1 9Z44" �:7 0" 1.488" 1(hi t .T39" 0.082" 7,303" 0.830" 1_600 0.133" 1.600 0.062" Irrl!�Jj .080" 1.870' 1888` 0.325" ,016" I3.125" 3.125" 0.062" INTERLOCK INTERLOCK 3i 135°CORNER a2 135°Fll(ED MOUNT 60 STANDARDiST1LE OHEAVY DUTY STILE 62�----- ss 6D63-T6AL) (6063-TEAL) (6063-TEAL) (6063-TEAL) ADAPTER SCREW COVER (6063T6 AL} (6063-78 AL) 3.979" 3.879" A.125" 1.050"LL 0.075" 0,075" 1.645" 0.062" 1.304" i.645" 288" .611" AW .045' 325" .045" (-.-.- .04s, �--- 0,125"" 0.281" GLAZING 7/16"GLAZING 9/16"GLAZING OSTANDARD ASTRAGAL sa HEAVY DUTY ASTRAGAL a9 TOP/BOTTOM RAIL 7a gE-A�15 80 gEAD.FIXED 87 BEAD (6063 T6 AL) (6063-T6 AL) (6063"T6 AL) (6063-T6 AL) PANEL CLIP (6a63--T8 All (6063-TB AL) 1.003" 1.03" q" PRODUCT REVISED , -0.621" oa oompt ng with the FloMidq FIXED 7, 0.080 " Bggdlqqoqo i 0.050" HOA-No. 16.O6Z3.06 i05 0.709 ' 1.498" 0.133" Fxplratlonauto0211712020 2,893" 1.498" PANEL CLIP I 0.133" Miame-Da roAgct Cont of (6063•T6 AL) 10.863 f-+--• 4 FIXED PANEL 5.621" ~ •`°r r'r , ORETAINER 7/8" 120 9D°INSIDE CORNER ASTRAGAL 0,080' (6063-T6 AL) 1te 90'OUTSIDE CORNER ASTRAGAL 82 (6063T6 ALJ 11&90°CORNERRECEIVER (6083-T6AL) FIXED PANEL -9 0 toe RETAINER.9/16" (6063 T6 AL) •^ (6063-T6 AL) r. romx�crrHnmornRrve EXTRUSIONS 't'. s wen n"mn,c N.VFMCF F7,alms Toe . "':..�•'••"..� -?:- °Yr• �d (s�tyaeo raoo SERIES 770ALUM.SGD-LM IMPACT .oee wouaa �, LYNN UIELElj P.B. j GT0130 B P4A6=6 ✓rt iataira Ct�tt;OPAUMM.aa e ® sco-no hlTS 22 22 P i . 1 i J is t it a,.,n-+-.:...c. --.�-A..�._.:,wy��.:,TT......_.,..�...v_..�__...___'^ ....__..._.,�._v.r_�.:.�..�_q:..>.....__••_--_�.�-..__'__..._...:_M;.._.�:._-....__.��.__...._:.......�,t__--__.� CNl)Iltla�3fX•IL7 _ . c iY171,1�iJr.1)dli�GAUNTJ2' T'13.0_IDYTCT(jd)N7.%LOL St,WON 118tiS$w2GStreel,Room M 17 A 'MI&N�'O 1tL�QTIT.r>�Q]L7tANAxGrONQiY1SG`ktpSSO CFS(R ki U16 al,Plorlda3317S2-174 -- - --- liQalTt7}ANI Z'ODrAD TST.RA'TIONDT'Vf6rOV' 1(986)315 2S9Q N?fa6 315 2599 NO)M� IIt,-O ACI PTANC , ffOA'A_ �y�nyndamidedo.pbvleaonoiuv I �.tuiat'i`Caii'sige Auors _ X2�Caira'la�e.Coutk . yW�tztataxt�Saivztt,l�C 27105 This>TOA Isbeingissued itndeir the appllcablerulm Md regulations 0overningtheaso of eorwtrttctian materials,T'he docptnentt llait stitinitttod ltnsbeenreviowod and aceppteduyMlainlDtido CountyliJslt pioddatCv�iKol3octiott to be ur;ed"i.Minmlbade Coiutty W1 othey;ieea's wltoro dIldivkOy the AntfiurJty Havlug�lirlsdlvtlou(AT�J), Zile XGA"slaisllnotbn valid it#ter tits oispiratlon dote stated belativ Tho vllami l7ade County l'Yoiiuct Ctiuh of t eotlon(Li A ami7]ado County)andlor ttte AM(fn areas othorlban Nll!Mil Dade County)reserve the right to have flits gr6duct or 1hateriul tested for gtioltiy as;Niance p w,uses,rfitifs product or-mnfctriol.fails Pope oxpa iu tho accepted manner,flea ananufactumr]vill*w—.11xe expenso ofsnvlt tesling and the AM-may linmedinteiy ravol5o,modtfy,or suspend 016u8e of such product or material within their jurisdiction, ttI?tt reserves the right to revoke this acceptanoe,it it is detennhiod by Mkmx--Pgdu County Product Control Sooftu that this produot or material fails to meet the requitmimitts'of the applioably bulldivg Mo. i i This pr6duet is altptoved as deserlt ed kerolu,pad has boett designed to comply tvldt tiro Moirlda Bulid ing Code; { 1noluding the bZ Veloclty1Ti wxlcaue Zone. DRSCIfITTXOV;Model950 Rerxfage-&655 chic Sxirnr 11000,2000 SEeeI Sectfovar Garage Door up to - V4tt`Wide(DJ?+d5,8,49.3 1t?M APP11OY,ALD.O CUM NT-,Dr awl mgNo.IRC-9516169u26,tifled'Model950liexltag0&Mad01655 Oa.Ic Summit,(24 Gt1)1000,2000,Short,Long,Yhsh and-Oalc Summit Panels'sheets l.through 3 of 3,dated 0311412003, With xavls1w C dated 02/011/2013i propkod by A.mau'Garagebow%signed and sealed by --�-� -----�—xotn3is T,—Slleltriekdlli8,—P,7;,;baai'ing the�7'3a� bye County Pio�It�at traniCol ievl�oh stamp wl�tGe- —�---�tt�— l atice ofAocap[atico nunther lvzd ox&alion date bytlte'.tldiami Duda Coiinty pxoduot Corttrol Sectloll. 4 11'ICSBIL"M,1M A_CTnA.TJN(:`r.Large uhd SiaaJllYJfissiYeTmpa�fdteszsfarrt L11B);LX1Y�r.A.Iieintatieiitlabelwith`tlie�nanufacturer's liAme or logo,3800 Gxeattvvay Ciieia,La�rl,ence, Xmas,madt;I number,dieposltI'vs and negative iiesign piessuro xAting,indicaEe ithpaatxAfe�fFapplicable, lriswiatii ustruottnrt.drawing.referanea-tumbof;approvayxmmber(7oA)r }to applloablt:test staaciacds,aad the statemeit"ttaading'Misrri-l7ada tottnty�'rtiduct Colab olAppro vt d'is to be located oxxthe door's side travlc,bd tijra tingle,bx 3ttnarsttrFltotl of u panel. 1 4STAL of thtsNoA shall be oons[c[ered:aft6r a ronowal appttoatlon Jtas baenAled anti thorClias Ucenno cttavgc 1ti,the ap�illcttblo=builtlin�evdd tzogatlyely aitheting Jltepe�foimance aftblsproctuot 7`k l�1V17[I A�'1CO I of fkls XQA will occur after"the bXjtleittton date or If there has boett a revision or ohango'ln the makorinls,nse,and/oxmanOnature.o;fhlo pro duet'orprocess.ikfaseC&this:iti ,ao'AnoifoiselamtofiuiyVloduot,for solos,ed�ieili'si6�oc any athvt•piirposbs shtill dtitetfiattci[lyfetiliinnte ftiis S�TOA,kaiItlr"o:to complyzuith atu•section of this_NOAsLnI[liv ctiuse fvr.farntlinttion-and.xomaVdl ofXOA, AD�x)i:ITSEl41:NW.The N0A i uutber'preoaded by the voids Mama Dade Coaa4 ijUlda,nod tollolved by the expi#at Ao aatamagbealsplayedinadveilfslug[iterature.•Ifanyportiond thoidOASsc�lsplayedittenles]igllbedone - 1n3fsantiretyy. ' Jr1+1OXCx10.t ._.A.copy of this entire ROA shag be proYtdod to the usorby the wantit'ttaturdr arils distriliawn and t s6a1(ve avalluble#urmspeotion atffid job site at thaxeties@ oFtlj jKu�tfng Official. i Tbls1`IOAravlsesNQx11 13-0503,b1fnndoonsists�i Q� d— vttteucepnge131,flewbil0Apg6vil domnentmentlonod abOo. /�4�t� t �Iestibiri[tterld�opinent�tloxwas>,�evlewcdby,- os ��rl" ;!» to-; MUtM AAU>:CQ[itt3Y " .t:r �11 aflonDafe Se Eelnbei A 20X8 I, Apprpvnlb I:o0u)yJ M_5 J �R a FILE OPY lylYrllYlxbrkJD�COUNl'X' , X180S•SW2GSlieet;Itoorn2(18 _..—...----------------- =777- im.a im mQI`.nowuOaAm XG0vpMfQ V-980TUZO f> )_ ...._.. _?yllnrel,S�laxltla 33.175-9i{7� )O Ai`fD CQb AAM11 STxiAT10NAZVlSXOl`i T(78 3152590 I+(78fi}3152599 waracm.owA- :(;!'PTA1,,W.U.(NO.E) 3MYndtimid�de.{9vlccitztnntt* AgWr GnrAge Nora 125 Caxaiage C;duit. . • �'jzistoix;;aiaiat,�t'C.27105 - t�CO;'i: ' Ibis NOA Is beirigigsucdundcr:the appllcablo Alas attdYegulattons govertiirtg tits use of aottshvctlon ntaterlals,The documetttaflonsuhxUittadiiasbaenrey�e8dstcidnoceptodbyArtlmnt,77adnCnuntylLBRI'roduotCoiticalSsctiou toile used hi:Mlsuti Aado County and oElier areas where allowed by the A:uthorlty Having rutlsdictlon(AM)• Th6X0A sllallmotbe Yaltd ofter.ilia o cplrnttoii c)ate slated ba[ow.T1ieMi ttniDatla County product Goutrnl.5eotivrx(ln Waml Dade County)atidlor the AHr(hi or6A bitter thou>;b!lauti i)adc G'qunty)reserve the!right to Kaye this pioductor material tested for quality assnrtmaa gurposcs.Hthis piaduct-&itiatgrial fails-to perform in tita accepted timiner;the j matturaotucw willinour lhe.e5cpehse ofstibfitest)ttg and the AW may immediately revolto,aitbdl%or'st►speiid tha use of $uoh Mona br i inwrial Nvilhf t their jurisdiction, ]t>lRxesacyes tho rtghtfb revoXOfGis sccaptahc4,i£lt fs datetmiueil by Mlmni=Dada.County product Control Sectida-that this produat of mataibl foils to meet tho roolroments of the applicable buildingoodo, This PxoducE isapprovedas deserlbt dhoraln,nudhss bean tlaslgnedjo eant_ply w1th the VlorldaBuildhtb Code, including ills High Velocity HturlCano Zone. � DESCRIi'TIO. Modal950 Reriflge&655 0a1c.Sumtntit 1000,2000 Steel Sacti6m.d GaragdDoor up to 9'411 Wilde()11 4r51,1,-60.3 PSF`) AP)?XOVVAT,b0CUhM1 �1T:17raiviag.Xo.]XtC-9509480-21,fitted"Model 950 Herliage&Model 6.55 Oak Su.tun it,(24 GA)1600,2006,S;Aoil,7Long,.FAwh and oats SucuutltPanels",d'hQafs Phrough 3 of3,doted j 03/14/2003,with revlsion i3 dated 10/13/2611,prepared byAmarr Garage Doors,sigtted and sealed by Tomas L.Shelmerdbte,P.S.,bwing the MlatuHDade Courity Produot Control revision.Stump with tha otiae afAceeptauaeitumber aucl egtruflon date by the Miami l7ade CountyProduat-Cotttrol_8evtfaci. __ _ lYJf,95)LEWACTRATWO;Ls?.'ke and Si iallSias!WX-rupttetReslatonl �[ LAI3Lc'L71ti7C>i;A portnanentlAjiel�vlflithe zriAltitlaoturer's�uame or logo,3800 Grontvtsyy Cuola,LtttYrezice, IC-•tusas,model.1nimbor,tliopositive Slid nagatIva 8esign pressure rating,.lttdlcato ltttliaEt eated3f applicable, ingtaltattgnizlsfrnbtlon draviiugxefereticenuni tjl,upprov'a(vowbor(.PTO.A),iheapplicablefeststaAtigrds,rind tha stateinentreud{ng':14I nil-Dade Cotitttyl'iaduetCoitttdX Appt'oved'is.to bold, ated..onth6 door's side track,bottom angle,orinnorstirlace of a_panal, RTNP' trAlL oftbts NOAs71a11lie.aonsIdored after ureuetvalapplientigri ltas,bean filed tine!thejCchasbeem no oltange is the applicaiblo buildlug cods ltegotiYety afl'ecti»g titoperFoYivancQ o this prodttak `f TL 11 I14 T dirT a E thIs TOA will acaUr after file oxpjrt;tton data ar tttitere has been;A rovisiau cL»ngo in the. intlfdrials,WA,and/brboix4oluraofffieP.tpdgct Qtprovess,xvTxstiseofihisNO,A stiffendarsemegtpfatiypcutlnct;,£or aal6,ttdvodlsingoldanyQtWpiupnsess1<s11iiufotitaflaallyfetminateOtfsNOA, ailurotociwtply'vOh;inysectionof thisNgA,shiillhoaause�ortcrthittahonaiidicetuoFaf ofNOA. AU�.A=VOI N''. '3'!te NQA.number precedcr by the words�alnf bade Coluity,r-160da,attd rollowed by We axpitetiou ilatomaybti dteplayod iuudYecttsing lltest<turo, Xf au�rpot tto►t df tiro I4Ais ilispIayed,thgn.xt lira!!be done !nits catirely. :1NNFXQXXdN:A cagy of Ws ontiroNOA shalllteyrovldcd fo the,ttsurBy lira mattttfaehtrel orlts.distrlbiltois ana- i sbitli be tivaiin ile fori�tspeotioiLttt'tlie f bb Sila«tthtsiogutist ttfflte)3ttlldl119�?fftcial, xliis NQ A xevasea}NOA# 3 0543rQg end oonslsts of ails page.l and wAdme6 page&•1,an�vali as approval do0inentmenttAtteil-Aov : ®(" �C °°a �. The submitted doctttubo � )$ ' rios=-M UtxaYW P,X, r W0A No 13-05(4111 h11At•1t-bANIC01-1t CCopt �, o L�cpiratlonbntt;SeptenibexA,20x8 � lCOPY r AliPaovtiLlafet J'irY6i 2gX5 6�� •4� `�tt,'l t��0 1 a . Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. ]DRAWINGS "Submitted underNOA#13-0503.06" 1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted tinder NOA#13-0503.06" 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc., dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test Report No. C5463.01-106-18,dated 04/0312013,signed and sealed by Gary T.Hartman,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 j along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R, dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 9'x T Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R, dated 06/22/2006,signed and sealed by David W.Johnson, L P.E. Submitted-under NOA-#-08=0718.01"-.- j C. CALCULATIONS "Submitted under NOA#13-0503,06" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and scaled by Thomas L. Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.01" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS j 1. Statement letter of code conformance to the 5th edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed box Tomas L. Shelmerdine,P.E. ' 09 D9 Zot3 Carlos M.Utrera,P.E.Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 - E-1 AMIBTAHLE R0.UR uPAIER ATTA[YEO V/R>1/A•x 1/2• IAGA IMUSAFE D i L tM PER aRAIXEr C[NfE¢HIND ATTACH[➢ OA IYAD HRAIXEi ATIACHm i0 Vm➢ Q y KNCKA, .Yx/JIf91 9/I6 D1A X I-5/H•LAG HRTS ANO TO 2.1NIIX 2 W C➢ A-T'IA SFAU Y/fAl LORD x 9/H TRAIX SPL1U 1�FI%i1Lff ATFA[52H V/ T. AHO IMS I.N2X NFA9 ATTA ID DA ulv:COMX¢UAL ➢5/B•DZGA Y/TRJ 1/1'xr]/1' Y/0 Vr�zL"W MIT ANIIAMIR D TOP ROLLER EFAC tT _:.� 10EI-0 SCFEVB AT R4 OA WY kxiF%oR SqN ATTAEIUO Y/<If V1' = CH CEHIUt siDE �'��-_" P/pANFp Cry PU,t31m1 FA'IDI 1/1'HCY!UM StPEyi 9 10 BALL ST[a _:....� PEP HRASNE( �� •�,gym,gym, CU'r-r SFYU IRAm6 AT Tm6lAG➢WI w(q I/a•-xD THA«sau¢can s xurs TYPICAL TUP FHCNRES f <:<•. � �pNE t0 JN0 NDI(i)D/ID•qA.z I-H/e' xu 1 u9 x4n S[E RACLE L ml PA.D FIA 5 fSPLI[EI PFCm➢aNn[D sEDnmi Ema mPAnml TYPICAL OVRASAFE CENTER N1NOE/ 1 1)6AD•mA a I�s/e' �~A xTS LAO C_T ATTACHED 10 J1N8 N➢9/e•R261. AT EA JAVH BDAIXET R-lm�P01 S[ONIXI 1 I JaWDe 9RA, T (i1m6mFJ9 AnACH[tr Y/(I)I/1•-RD IT x TPAA[SPDU 0.T Y NUT SIRE ST 0,TOMS 1,O 3 DCA ED IN HIND HHUmI 2 nv TOP slcnml rnLT F D I IRNg14N ATT EC— TSOF=6IINI 14 A•XGE E It mm. U UADLE 31 ml PAfs O C IC HRAgF GIU /-� TRACK CQNNGUMUOx FOR D'6'YP 10 14'YALL DOORS STILE TYPICAL STILE STIFFENER/r 1 R-Tmlisl cALV•SIRt ft-WxSf LUAl1n4� ➢A N TS J ATTACHED V/IAI 1/A• SEE TAHLF N mA PA6E SEE RABLE ll IN PAU 3 NEX HEAD 8CPEVS AT EACH ENO Tmt STLLE PLI➢-1 Fme ST41t spA STIIE ANO-114•x Li•16]f 9'd•NAY ImA9 SCPEYS AT CAN UHT. TELE INSIDE ELEVATION ADMT—SLIDL HFACICI xLi 11 ➢WASATE 'P➢DA sifts AT ATTAmH➢V/RI 1/R-20 X gH6E AnACNED _I.H P_ S/8'TRACK Bm.TS PIm ISII V/@I 1/A'x 3/A• HEX NFA➢SCREVS q OA DlmesAT[AJUstAHIE iivYpp np sy� N. mR.sT[Ei FETNNIXPHl1DlN'TII6VLP6O kY 16RR9DS EAR RmLER GFF+roe ATTACxm TD HW 9DWSAFE VF1ITS�EWwplS 19 in Wufcc n v/HDRmI sEIL DOH�LYI^�wlMtSeiYDridA 3 x PHGA R-1R16S V/� gM FprtA1EP3 ATI141..1 d 1 FAWNN A'�Fe.'L®.3nkfGT10FD D3-14(0 Atl 1/A•x➢/1•Tax lal➢SIXEV }O d➢STILE V/N 1/A'x 3/A• u 1W HEAD ttn[YS P[A tAPPIUt SFT`TION A-A(SIDE VIEWI P jJ/q B lmmmfmm GmI Imc �A�Y€ 61A1(SRE -oi _ 1LL1fO1r,8rD lmG STEH PDLLFR AGai fh+JP.tGnYni 9'i i+' ,,.\ L SHEI �r P I ➢H/D•Bx:A -'�r`�?' DmcN LDAD A?Q.',..•••"'•••�Fq•1�� f� nnADxco vi ova=r nTDE L1XN ExwDEs W.vEFnrm DrnDNAL vENr nEra a yr.\G�N6-'•.D +SLf PSF F.• E N��H�uT0°V xs 6 LARGE MISSLE � y 004 ..i,Sjg -60.3 PSF 1/APo SCR �: lA4 m•fu YN,I ATtAGI Y/fP]VA•z 3/A'NEE NFAO SCRf.V2 $+< IMPACT RESISTANT *�R� TYPICAL DVRASAFE ENO XINGE `I ): STATE OF !(w• 3 1AROEIRsSLE�a �"'O'A`.A�[ ppo� �`s WgxO 9Is•z1 s/P•LAD C, LT.110T IHPAOr Dsi/oEaDm'i (T�su�PPPa mer aST/LLIT U SI C Exn mLE REV N PFP HEY xuD sCREvs RESTSiANPE E �� ",QNa�'L�\\\ AiiROUD VITH 0I TO➢-L .WO PRACXET RI mu, X➢/A•- in SODRS SHIN AND ml fJt PB W CENTER STILES 'TDFiIDc AT TU TOx AND AT TtID AND CStT LR € lI11111111\ gw iTACHLD NiN f2) eDTEm1 pA L OTI.DC AT COnDN THE nP xm (Q)/Ie•RA pRfNN14TY1+Y2$ED RAR AHD ADxFSIVE DCLT RETNN¢ m lxtcFlDF rAFE PEIi xD11ER D+wmdY]^N AMhlFe/hlm „�yylnyr BPALXET. � �g IA9 CNmiA6i[maT Vm51mIdALFR HG R)lD:V WNWRCI➢1 +�' ••'+ _ '10 HALL STEEL IS HA ATtACNED HODSL 1 60 SSRITACS(24 CA)SODO,E000i i ,' -.'":•..;.�"__r 9'HIII STEx P0.LCR v/RI VY z D/Y m SHOR$LAND,ULVSH:AND OAK SUODD. ODD HFX IVAD Cl— MIaxI PwdPEE1'°hd HSODSL o66 OAX BUIDdIT(RA I SOOO,E AN EW 9/H'H X?2 OA y 11ALY.SIeLL IX m H/9•R-TxusD TPAa THODi¢5 a5,• 47E Moy A EAR W /W fi9509 18 W. .LH'tRACIt N f0.H0.T AHD NIT PLR EaxT.AmDCAL JAIRS TYPICAL SDTTHFI SRACKET�1 �ANe aRAm¢T sm DR SPF x.T.A '[ 8 (SHD39 HY AIL EAR mhUDI @I�9509—I80-21 TRACK MOLiNTING DETAIL (N0.E DR DEIIEIV sat 17 a I J I Y e 1 3 i SPECIFICATIONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR ' +230.0 LBS/FT 41 -271.4 LBS/FT INTERIOR OF GARAGE Z.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED AND INSTALLED V47H STANOAROS AS SET FORTH BY DASMA. — MAX WIDTH 9'0• — ROLLED FORMED,W/SIBAKEDE 24 GA.ON POLYESTER B�1ER16M.EXiE1BOR SKIN 5.DOORS UFTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)3 Sle R-TRUSS PER SECTION DESIGN LOADS® G.DOORS OVER(4)SECTIONS REFER 70 TABLES 1 AND 2 +22330.0 LUBS//F'T7 SEE NOTE 2 ON PACE 3 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WHO(DADS INDICATED ON THIS ORAVANG IN AODIIIOH TO OTHER LOADINGS. B. THIS APPROVAL REOUIRES THE MANUFACTURER 70 DO TESTING OF ALL COBS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE I A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASIM E-B BY A BADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A YEAR,THE MANUFACTURER mu MAIL TO THIS OFFICE.A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZEDFRGDU-I,�VL� STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH vitmuL7iUEVISEp OF 32,GOD PSI OR MORE SHALL BE USED 70 MAKE DOOR PANELS FOR DADS mapl/ir�M llr Flolld\ mmplyyl14AlAe PLyiAe COUNTY UNDER 710 NOTICE OF ACCEPTANCE. vwwimc b E W wr � -$, Hy R'o6d fa41K I,�B P)u4X1 WOOD JAMB ATTACHMENT TO STRUCTURE BY lumpliHIDLWIO ME IT - 1 TRRM1an9I1&',IOH.�eTa�aa-n-roxF 5/1A•%3•TAG SCREWS STARTING A•FROK EW)S THEN 20•fIG tl V2'ENBEOVENTJ F UDDOMIB BIG IO�Ofi1 D& HILTI KVIK HLT 3/B'X 4'STARTING I.FRO,EHOS THEN-,6C.@ IR'SNHE0HW0 VAIC SIZE ITS\illilflll —.—_— ITV%RA�FLC�ETV AEBHEC AO(TRV-BOLT/%B'SkAiTISTARTINGm6•EGROHTMEIIOSITNFM 21'0L 2m'K E�Ii6E0NFNI)— B'-v'14•— q — _- --——-- -- --— -- SOIPSL21 I/4'X G'TILE,SCREWS STARHNG 6'FROH ENDS,USE PAIRS OF FASTENERS D SIG�51N LOAD' o� (3'APART)AT e•O.C.O V2'EHBEm"r) -003 PEP "'€ e`T,;' HILT[1/4'X N/4-MID(-CBI IN SCREWS STARTING I FRO,ENDS,USE PAIRS OF 'A.•�p�0OA�59 t0 ifi` FASTENERS(3•APART)AT D•DG(1 1/4'IMEDNERT) e*• r T.� •.*ra HILT)SLEEVE ANCHBR 0/e•X 2-3/4'STARTING G'FROR FNA9 lI 22'DG(1 1J41 'y's S/ /'�Tl I ((( �`04 ENBEDKENT)(C.%USE FASTENERS FM HM.LDV C-90 BLOCK) W •r n STATE OF t��A�+' i S ] S /�j1791 L- ya >'LAcs AND BOLTS CAN BE L9IMTERGUKK m PRTNOIE A FLUSH HouHTTNG suPFACG IIEPACT „ �/�T .'C(�RTID. a� Y '" aPREPARATION OF WDOO JAHSS HY OTHERS REASTANEE 2S i�rFss/�.NFl4��a, S3 3 k YCOB CONCRETE lO1LLCV BLOCK GROUTEo 10 €66q FL Alllllllflil\1\\ a� I � STRUCTURE STRVCNRE STRUCTURE S��yUpE Wf 1J2'NIN 2-3/4' 1-I/2'NIN '' I63 tARxuT%aT YDIST¢1-TAw.xe vim vWAPwWNI 22XX6 JA4B MOD L Bb0 HDRITAGB(24 0A)IIDD,2000 Trp, MODXG B66 OAS&UYMIT(21 OA)1000,2000 SHORT,TDHO,PLUSH,AND OAK SOMOTT PA. AVAILABLE TRACK CONFIGURATIONS 9ff fROHBT N ME OAi lV/p/W B.IV)Y NNHB' H.T.S..T B aEomBr wR whUA Ott-9509-80 2 Low 2 T 3 d� � 1 TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Genter Stile Lacalien HEIGHT SECTION CONFIGURATION) TOP (Measured Rom Le R Edge) A 8 C D E F G H T HEIGHT Blm #2 #3 #4 #5 #6 #7 #8 Panel Type : R ��lC°. 9a2P,a 421k' lN% wdln let zet 3d IN On) on) (in) T b 112 18 37 58 76 1/2° 13 6 21 21 21 21" 21 18 18" 21" i .e7a ,.tad y ai812 -gS tt e W6 R � "...'K31 m m m.- i L? 7R ax l , ; g 13�c1b'a :8' d?a1 r' e^o Long 24.000 48.000 72.000 8' 51/2" 16° 34 52 70" BB V2° 12 6 21 18" 18 18 18 18 18" 21" 8',0 Bead 24.825 48,000 71.375 �2ra, lzlx ffF 1 1� s' f -• �1s 9 00NO Bo 8"2 Lon 24.600 49 000 73.600 11'6" 21" 21" 21" 18" 18" 18" 21" s 9' 5 1/2" 13" 31" 49" 67° 85" 1001/2" 8'2 Bead 25.125 49.000 72876 .B," _ a ..�19.. �4 � '��1:_1�� •;y1�'x�B.��$��tk --�a_"' Gd. X-zz;;;ao�� noo-� _ 4.3�Q 10' 5 1/2" 16" 37" 58" 76' 94" ° 1121/2" 1D'6" 21" 21" 21" 21" 21" 21" 8'4 Lang 25.000 50.000 75.000 �s Wi4 Bead 25.625 50.000 74.376 11 . 51Iz 1s^ 34 5z" 70° 86° 1as' 1z41/2" 96 21" 18" 18 18' 18 21" s2 "S off, :sp =�so0o :4 ]ti B,;6 Long 25.600 51000 76.500 s 's I Bs 5@ u 12;. -� •?(�`{?Q 8'?0�• .; '8 a tr1#� f@{�rA § B'6 Bead 28A25 51000 76.875 12• 51/2 16 37° 58 7g° 100"118" 1361/2•' 8 6' 21 21" 21 18 21' h"@SBa:s hQrt; xgb`65 -b ,4`�:�^ZZfi11?• t1! fi4w s � �o' 4 e'•°; 6„ 12 'a �' a 4 - 4 se. -. ._ psi a B 8 w E via Long 2e 000 B2000 78000 13' 5112 16 37 58 76' 94 112" 130" 14B 1/2" T 6 18 18' 18 18" 18" e'(e Bead 26.e25 62000 77375 837541`ai7 .. !4 aB) s 5...1t1 ?w 'nrgs�AkO,- B6e 14' 61/2" 16" 37" 58" 79" 100"121" 142" 1601/2" B'�t0 Long 28,500 63.000 79600 6'6" 21" 18" 18" 21" W110 Bead 27.126 53.000 78675 TABLE 3 7ngm,9:S . >i"wi49e,�; DOOR TRACK ATTACHMENT SPLICE via Long 27.000 ea:000 80.376 via Bead 27,625 64.000 80.375 HEIGHT A B C D E F G H 1 J K L M N S '�gugn�,�'1�;x1d'= 2t"-•38�,.�6 � ��+ ��; -� �°- t�7-�,,-��' •tW_:... �..n{...«• .t+h.=2 .9km-t cK.r......s..�'^:2�?:..:-rh�...,.. �I3..�d-.. 1,. y � � `} e m osauwaaxius a0E 7' 3" W' 27" 38" 46" '56" ff 76" 95�.C�Ct�r'+isa•E""l - ��§,.�:=$� u...xr�:`��:�:�i�i:7 t5�...•.5�:,�-f.��•'_�$�P��c !, mHmwnam�l�e3ta+A�ow•m sa 8' 3" IR' 27' 38" 46'i 66" 68" 78" 88"° a uaaommm 0*1 as y�.��gg��Y h r. `j�f� -Ir,;a• �, pp'�(rv''... �,,,�..��.� i1A%sR£ \ttuLnl "9 _—Y-I...( m �m m EI: N C 6 � a"--'F•4'�.".i„m � tt\ x, u �r .... - ot� - i - n u 0 n omcH LOAD! - 9 3 14 27 38' 46 56" 68 78 88 100" d PROOI1CiA6VJYED -M Ps➢ -eaa➢s➢ s3 r7 � s L78 Nh$ � ' ?R 3 cI:Q6 nwnra�s a"-: Ne o0nes7o . 10 3 14 27' 38' 46' 55" 68 78 88' 100 112, .R "fr. i mv: Lt�ML]'77 13a � ..1. L•.uA-sfiLLfI,gSS!ta k gSirJ,�7�; X §'tS•'v 80. £ ©... �a�g n Slw` ,`-.5.-. ..gI g' n HM➢i.+i Amnt anaM twee aurae 'off• STATE OF •7V 11' 3' 14' 27 38' 46' 56 68' 78 88 100 110 124" H "Pv:H pIM, %�SSa,<pptpP�o� 3 r 7 X x t R 0 Ti" 0HE,,, E(JNMI¢ g5 12' 3 14' 27' 38 46 56' 68' 78" 88" 100 110"122' 136' 1701"`T"0visto � n�1A,a�OdJt.w CL77' al t'k�ti1' li. 13' 3" 14" 27" 38" 46 M. 56 68 78' 88 100 114 122 134 14811 _}�Q �dd �� _ x'j� �] {J Py ll00&L B50 Im"RAOS(24 C laa0,HOOo D�.`k4i�' �,7$ "R: J L• , 4..=.?'k"-B �/L'_''p�.y ll 1 3 C }��a1�+4ar SS+. ^I M 1 Pr"�e1 CanIr01 HOUBL 060 OAX SUN6tn(2A GA)1a00.2000 SHOH➢.LONC,➢LUSH,AND OIH Suum➢ANHL4 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100"114"122" 134" 146" 160" sa aweer m a01 m 91"'Al� 8 aDxas(Le a0c Dyuy 01G 9509-180-21 ALL TRACK ATTACHMENT SPACING+/-2°ALLOWED Wit SW OR SPF NO.2 OR BETTER ONLY 4m J ff 7 I TABLE 1 TABLE 4 TABLE 2 DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION s— �".°ei�,me DOOR SECTION HEIGHTS HEIGHT CONFIGURATION) TOP V) P "0° N av m) m aJ mJ HEIGHT'Btm #2 #3 #4 #55 #8 #7 #8 _�- A B C D E F G H I T 10. emt —1.raam r sue: �'4GO '--•q��-> T21n , BP�#� dfll° T 7"472,+3s1fh3zz l2: Lx^sn' _ t ?U 2ZK1�r o0 2 %41y �' 7' 4112° T' 171/2 381/2"591/2" 761/2° ';6O1 B r ;i � 22� r 8 41/2" 7" 171/2'35112'631/2°71 1/2 88112" �� 12'6 21 l8" 18" 18" 18" 18' 18" 21" w8 6'?:i13'N.c�'-,T {1i7. 2�i 3`t1 2•"z`3.2�?.al?4 ,t'4"�P o-T,_""�i'iiefr Its"-k',�F ss x 411'!,^kn ,m s us t 'anw ° 24.�' �4,{l.N.In.�i'�xS�y.��m :g• 9' 41/2' 7" 14112"321/2"501/2"68-1/2" 861/2' 1001/2' •• ..'as" rm0 ma. 11'6 21" 21" 21" 18" 18 18" 21" �6xx$`}12�- :Z2a. -1 17• 11' 8 Z€ 5+� "I/z to Q6J�°f8'._t_ �' � "_�_`•�' �� : � �Q&;,�. n„a . ON 10' 411V 7" 17112"381/2"591/2"771/2" 951/2° 112112" to 31 a el.aro iamo maw,z " lug, 21" 21" 21" 21" 21" 21" , i^. J12? auw tamp m ,>aw JTOi;; i l 0 M R '2 IT 4112" 7" 171/2"351/2"531/2"711/2° 891/2" 1071/2" 1241/2" I'.. e 3 $ — IGGG zr<oo a so vms —,— YU 211, 18' 18° 98" 18" 21"tiI o z_' 3s4y1L o '°et°e°f u nm° ,m. , m° e.L�. v ;rs ssaoa, ,mam mam sd.9s0�il_$°��8°?MERE ��$z�-'�$'s, 12 4112 7 171/2"381/2°591l2"801/2 1011/2'1191/2 136110 96' 21' 21" 21 18 21" "19,7� .:'a��I �i'If'1�j/2 zcam s an m n nm z 13' 41/2" 7° 171/2 381/2"591/2"771/2 951/2" 1131/2"131 1/2 1481/2" °m aum,sam +as,zame �c81pk - ,1ti x113' E.��,1 _ v 13°8 24II Za1/2Y Ib2s mtm,a.m TG 18 78° 18 18" 18" 14' 4112" 7 171/2"381/2"591l2"801l2°1011/2' GO 1221/2"1431/2"160112" �T _ IL o 6 6 21" 18" 18 21" I va em ma e w eLraa t '� atam sr_,ro mmo ,onam TABLE 3 n0 aa,�ntw afore vain t rs DOOR TRACK ATTACHMENT SPLICE :' asa eeraa peas A ttcPptm wR� wa rt HEIGHT A B C D E F G H I J K L M N S 'z A xNRmIDE➢F1G6eAaf050IDoAl/m� K .y_._7 —.1.°sax tiv n lao.am° B LLO\IDHIC90 IOfI1N OR u zr .. S �s E ,z „ao,asw a �SMDBAAa8T01 oMN� T 3 14" 2T' 38 46 66 68 76 . °61 am u,m wax v a aLtm azsm eaax Tau fr,am P800N1CFx5vlYEo MAX SOF f)enzl°l 8^ 8 t J3 14 2 f 38 248 4 56 88 78 _2 Y{. ) `•3.." t e aem, >uro° n.ws „a a r.ere rAr +en�tTm61� DimG Psi J`v�SQ�'••�GNs?' Awn, 5� ---— y� a u 10lral l°. a488. 00e IOab°, tR.in A"e7,°e5"TAe/ Oj 3 _4AJ PSF e a O v. F 8 04' S �3 f 6 j56"s'TB'L 18,E,68 -'T$f, e, k�..?J4 s •:.?' 04oSP qz 9 3 14 27 38 46 56 68 78. 881, 100 "10 m 600° ° °rm �6011 3�. 1 t° ° �'D ewm ow t not Isom f; 0 s�s•,gY6 .tit AN €Y Nf O�N 56 01F�'8y-'88 .1[8;�9N ��*.rs ° :am roamr�;0. STATE OF W.,AE 10 3' 14 27 38 46 66 68 78' 88 100" 112 u °x,r a LAx��wsTs F u� ;.0"•a p,:��-z 17i 1x ekk 74fi. V? G9a vR 68'r 47144 k.t > s718 z "" ° °°°° etmo;va, m ta,w exouucraevLsm RLvsrnxcE a g�c�kuS<o R:O•aG`�� 11 3 14 27 S38 46 56 68 78' 88 100 110 124 ' ts,' t ioiesz i>ism,aam naus FL 4ry,ONA„ v��` 4� ' x V' "4:8" ' 5 -£66" 78" " 10 �step na" Oo,na am 12 3 14 27 38 48 56 68 78 88 100 110 122 138 �8 ;�,mzo amo ,at sttw l��nnnr 4.t z?iXr4: �rtr P`{ ' a d,§8} $;T e68?•1, ,U�.3.0yv'):v ;32't .,fa'14.�" °rot zran iia�It 'aaa i na'a �°ur°nr I Pwa,n caved !In r`�u� 13' 3° 14" 2T' 38 46 56" 68" 78" 88' 100"114°122" 134" 148 s,a z nw a ao w aoz tam a m ae,m m wu.c.mxs vwn*exex Ne mm vw wamum j�I��pp��yy� .^f Ito nn P� { lse a tsa ,i t q.tm ;eia,s MODEL 050®RtrAM IN CA)f000,2000 t4v'L%3x-f �r. ,-.['�a 1.7.•Y,.::?'3't �.i s56' 6,V :! _ I! '^t J 1L15;�r�'.4�}. r x LS �A te11° rlaN f al ,ss n 0tm1 MOD Bey OAX RV1NI2(24 CA 1000,E000 ... SLH `L� ,s 10 xaul ra,fl af0w 1f11ttr I nsv Ri a ONORf,LONG,PWSR,AN OAK 6PH rr PANELS 14' 3" 14° 27" 38" 46" 66" 68" 78" 88" 100"114°='134"146" 180" 610 800 u "A 'a m ° za m ss nnz mam tr ssra sa Dower at 5uc m/G/w wwm ALL TRACK ATTACHMENT SPACING+/—a ALLOWED WITH SYP NO.2 OR BETTER ONLY mot v'�60m0 rLva 8p0m+,a wv's,.wo'av�16w 8 R[05DBr ME OAK 07AIN IR .tPmC-9516-169-26 ISM 0 Or r h a 1 l 9 '� .. _.==....-.�.. -..-�..... •....�._-..-......•. ... .._. -�._.._.........�_ .. .........�..-..... ._.�....-. _. _..u..a n..>....- r.>-.._ _..._...r •�......�-..-.. � . T4IIAI41I DA73L'COUNTY �SIVA►6�I IPE�D� u, VR1C)D'UCf CONTR01;Sri CTION DP I'ARTtP1ENT or,REGULAI'ORX A NO 9-CONOiVIIC RE-SOURCES(RER) 11805 SW 26 S1reut,tRoam209 —— _ IIOAttD AND CUDI;_A3)M1NISTRe 6t1 pJIVX$i01Y__ T(786)915 2590 P(796)3IS 2599 fdrir® `t��_�T �)C CkkaA) \nvwy.m1nn11dade,gov/anatomy --- — �PGx rt�dugttt�,rie, t 1070 TeclinolodDilve Nortit'Venice,IM 34Z75 isdorz: This NOA is belag Issued under the applicable rules aftd 9regulntlons goyernhig the use of construction materials, The dodtuneiitt tloti submitted has Baru tevlewod and accepted by Mlami:llade Cott ity RER- Product Cotittol Seotioit to be used is Maini Dade County and other areas where.allowed by the,authority Havlug Jurisdiction(A1P), Tlils NOA. shati not ba valid ,titer the expiration date stated below, The Miami Dade Couhity Product Control Section(in Miatni:Dado County)and/of the AFV(in areas other than Miami) ade County)reserve the right to liave this product or material tested for quality assurance pjirpases, If this product or material faits to perform in the accepted manner;the manufacturer will Incur the w penso of subh testing'and the AM .may ininiediately revolve, modiry, or suspend the Ztse of such product oe material within'their jurisdiction, RERre"forves fhe right to revolve this aceeptanoe,if It Is deterailneil by Miaml--bade County Product Control Section that-thi's product or material falls to ineet the requirements or the if building code, This product is approved as described heroin, and fins been designed to comply with the Florida Building Code,hrcludingtheHigU Ve1oc(ty 1 Iurric,i}e zone; — 6 _ Dzsc IPnoN;Set�)es iOSI 700"Alu�iaum San�leIFnzxg 4Vintlotv�I�1Y1,T, AXPROVAL DOC MM,'NT:Drawing No,d(1d0-20,titled"Aitun.Single Hung Window,Impact",sheets 1 through it of ll, dated 09101105, with revision F dated 05/05/l6, prepared by manufacturer, signed and seated by Anthony Lynn Miller,PIE,,bearingtheMituni-Dade Countyl'rodttct Control Revislon statup with the Notice ofAoceptance number and expiration ditto by the Mlanil-Dade County Product Control Section. Large and Stnall Missile XmpliatResistant. LABELMG: Each unit shall behr it permanoot label with the mazml'acturer's narne or logo, pity, state; rrtodel/series, and following statement: "Minnil"Dade County Product Control Approvcd+; unless otherwise noted herein, PX1 NE,WA.>L of this NOA shall be considered after a renewal application has been filed and thorn has been Ito change in the.applicable building code negatively affecting the performance oftius product. TkXtNdiNmow ofthis NOA will occur filter the expiration date or if there has beoit a revision or change In the mnteritils; Use,and/or murittfttotru-d 6f rile.Product or process,lVlisu'se 6f this NOA as an e,iiiorsemcnt of any product,fpr sales, WvetItising or any other ptuposes shall automatically teran)nate this.NOA.Pollan to comply with any section of this NOA_shal.be causefor termination and removal ofNOA, AlDV,1 nTA-chliw1 T: The MA number preceded by the words Miami Dada County, Florida, and (allowed by the expiration date may be displayed in advertising.literature, If.any portion of the NOA is di§iilnyed,then ltsltnll Ue dour in its*entirely, IiNSFE.1 TIUN: A copy .of this entire NOA shall be provided tp the hoot by the-manufacturer or its distri iptiors aadshall he avmilablefor insacotion atthe jolt sft,at tuo reciuest ofthe Atulditig 0fficlal. i This NOA yevisesNOAM 1IMM9,08 and oonsists o€,t{litd�yevideneepages E-l;E 2 niid B-3,as Will as apprgvai dociuneritinetitiollod above. Nt 'ti•'.ao,ed�eaa�"d The submitted door inoatatiop was revieWeit by p` Y ass 1 3 2 s p 4 PTOA1\ro,i6-0714,06 -MIAM6DAD;CUl1N_7Y^ .' )tr`;jrt �;4+ �UOI f ; 1,L„`! ';xpiriittonbnte: t�?urell26,2021 t!r ApProvalDate: AugustU'2010 , t � ... •v, °(``ti�•,4 FILECdPY ,4 I 9 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No, OS 1018.Of and 07 0322.06) 2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09/01/05,with revision F dated 05115116,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Unlfoim Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and-installation diagram.of aPVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal°spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-871.7, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test=ports 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 A)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 -- — 6)_Eoreed.Entry�Tmt,_Pex-FBC 2411.3.2.1,TAS 202 94 _ along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4957, dated 10/03/06,signed and sealed by Edmxmundo Largaespada, P.E. (Subaadited under NOA No.07 0322.06) 3. Test reports on: 1)Air Infiltration Test,.per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FT.L-5063, dated 10/03/06 and 11121106,both signed and sealed by Edmundo Largaespada,P.E. (Sribraaitted ander NOA No,07-0322.06) I i Manuel per ?�, Product Control R) er NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-I PGT 1 rdustrles,Inc. NUrICE OF ACCEPTANCE-EVIDENCE SUBMITTED B, TE(STS{CONTINUFD) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201�94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F'TL-4645,dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07 0322,06) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4649 anal FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted tinderNOA No. 051018.01) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Envy Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung ---- ——--------window;with-fin-frame,-prepared by Fenestration Testing Laboratory,Inc.,Test I Reports No.FTL-4947 and F'TL-4650, dated 08/11105,both signed and sealed by i Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) 7. Test reports on%1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 .,2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.FTL-4948 and F+'TL-4646, dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted reader NOA No.051018.01) 1 [ Manuel P ezjPX. (� Product Control "x Riiner NOA No.16-0714,06 ]expiration Date: March 26,2021 Approval Date; August 18,2016 �-2 � I E f� F a PGT Industries,Inc. _ i NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with I+'.BC-5th Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn.Miller,P.E. (Submitted under previous NOA No. I5 0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources(RER), � E. MATERIAL CERTIFICATIONS -1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color GIass Interlayexs" dated 06/19/14, expiring on 05/21/16. ►, 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. f I F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51"Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, —— -----————----signed-and-sealed_b-y_A.-Lynn_Miller,-P-.E.----- — -- ——— _—_ j (Stabmitted under-previous NOA No.IS 0519.08) -- —�-1 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03106,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07 0322.06) I 4. Laboratory compliance letter for Test Reports No.FT]L-4649,FTL-4723. FTL-4947, ! FT-L-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edraundo Largaespada,P.E. (S'uhrntiled under NOA No. 054018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. ' I - G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to POT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07109/15 and expli-hig on 03/26/21, Man a€Pe ez, .�. Product Contro€ am' er NOA No.16-07'14.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 i I i GENERAL NOTES:IMPACT.SINGLE.HUNG.FLANGED AND'.INTEGRAL FIN WINDOWS , srM;BxS isus n 1.cLAnNGaP7ioNs:(sEODEMLS a SHEErs). ".-". -. _. • ..(. ).6nmmw+ }OW iIAliIDA O16lDIN4 CODE FBO •A Si61E10Ahm A 5116':IC AICUNS,I •Al+svrL�vAt,'4S1Al2 FORtVOQU I� }FW7(011 °"N (2)l1TES OF I)B'ANNFALED"GIASSYNTHAA9P'KURARAY BUTACITE•OPVB(By)CURARAYMfERICA,IKCJ •AUAvtAR,1.Dt3tGIt1.uWW1L,A0ts]018 'OR.090'SAFLPx PVe INTERLAYFR(BYflu^TM1Vi CHEAUCALCOh1PANY), i •AislsYro°7rsthotn B.6116'LAMI CONSISTING OF(1J lDE OF 170'ANNEALEb`.OLASS AND(Q UfEOF_likHf&Sl RENGTHEt(,ED GLAS5 WITF1/t f(URAWIY BUTACITE°PVB(eYt4URATwYARtERIGT,fNC.)OR.090'SAF.LE7E°"FCR1iNCERLAYER.(HYEASTAfA,F)CNE61fGLL CAMPi1NSN C Slffi'LAA11 CONSISTING OF(RJ LITES OF tf0`HEATSTBENCTFIENE13 GLASS WRH A AMO`KURARAY I.P. AAtERtCA,INp.)OR.M'SAPLEC°FVBINTER(AYEii(BYEA4ThUWCHEMICALCOMPANY) D"IA'LAFM CONSISTINGO:(,.)LfTE5 UF8L18 ANNEALED GLASSWIiHA,osWKURARAYDUTACITE°PVD(BYKURATIA,MA*Roklt4C.) OR.09U"SAFLEX°PVB."ERLAYER(BY FASTAW4 CHEMI(:AL'COMPANY) ' E.11-LAM,CONSISTING-F(1)LREDF3/18•ANNFitLEOdULSSANo(f)!)7E OF31f8'HFi)TS7REN[iTHEJJEO Gl�LSS{V1TNA 090'KURAFIAYBUTACITE°PVII(BY KURATLAYAh¢AICA,ONC)OR A90'sAFLEXP FVB INTERLAI•EFl(BY EA$TMN J.CHEMiCAL COhO'AMn NOA DRAWING MAP F.771fi'LATAICON315RNG OE(2)11TES GF 3116'NEATSTRENMENWGLASS WRHA.090'KI)RMAYBI7rACtTE.PV$(By fNHAItAYAMERICA;INO.) SHEET(JP -W F7.EPPVB INTEfMYER(BYEASTMAN CHEAUCALCOMPANY) GENFFALNOTES.:_...SH s_•13)(6'LAMI IS.(t)LITE OF 1f4'.TEMPERED CLASS,AN AIR SPACE AND Wt6'LAM!CbNSISi(NG OF(2)LRES O VViNNEALEO GLA$,S Willi A 'GLAZING OETIUIS.r.......1 0.M'I(URAR.IYBUTACRE°PV9(Y RARAYAYAMMICAING)OR•09D'SAFLEL°PVHINILRLAYER(BYEASiMANCHEMICALCOMPANY) GLA7JMPRESSURES,,,.,_]H.1'(3/18•I.Ah111G:{1)LTTEOF 118:TEMPERED GLASS,AN AIR SPACE AND 511fi•LAMI CONSISTING OF(1)LITEOFTIB'ANNEALED GLASS AND(1)LITE OF IIB'HEAT STRENGTHENEDG)ASS WRI(A,090'INRARAY BLITACT(E'PVB(BY KURARAYAMFAIrA INC.) ELEVATIONS.,:_..........:.4 OR.04W..SAFLFX°PVB.INTERUIYERIbYEAS'TA1AN CHEMICALCOAIFANY) VERT:SECTIONS_,_...6 L 13)10.1Ahil IG:(1)LREOF 118'TEMPERED GLASS,AM AIR SPACE AND 5116'LALB CONSISTING OF(2)LRES OF US'HEATSTRENGTHENED GLASS HORIZ.EECTLdNS....:._.,6 %THA:09U'KURARAYBUTAC PVBPVB(BYKURARAYA?AMCA,"ING)OR.DOD'SAFLEX'FVCTNTELUAYER(HYFASThWJ CHEMICN.CgMPANYJ -PARTS;LIST...._....�___B J.1311CLAWIG.'(1)LRE OF 11B'-TEMPERFD.GLASS,AN AIR SPACEAND7115'LAMI CONSISTING OF(2)LIT"dF3tf0'ANNEALED'GtA55 WITHA EXTRUSl�PIS...___.....,.7 .096'KUFTARAY BUTAC)TE'P6(SYKURARAYAMEFBCA,INC.)OR.090-SAFLEX°PVH INTERLAVER(By EASTMAN CHEMICAL"COlAPANY) CO[LYERPETAIL.__...,.7 K 13(IVLAMI IG;(1)LITE OF IM7 TEMPERED GLASS,AN AIR SPACEAND 7/18'LAMB CONSISTING OF(t)LWE OF7nB'ANNEALED GLASSAND(1)LITS ANCHORAGE_...___.__.B•11 OF 3110'HEAT STRENGTHENED GLASS YDTH A.02V KURARAY SUTAcrre PVB(BY KURARAY ASIEFUCA,INC.) OR,090'SAFLEX°OV13 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L 1311VLAMI IG:(i)LITE OF 17B'TE.(PERED GLASS.ANAIRSPACEAND 7/10-LA,III CO(VSISTWO OF(2)LITES OF3flS'NEATSTREKGTL EKED GLASS WLTHA.090•KURAHAYBUT'ACRE�V (BY KURARAYAMEFRCA,INC.)CR.090'SAFLEX°PVB INTERIAYER(BY EASTMAN CHEMICAL COMPANY) A1.13n05LAh0IG(i)LRE(3F1)B'ANNEAMDGLASS,ANAIRSPACEANDE110'LAMICONSISTINGOF(2)LIrESOF11B'ANNP LEDGLASSWMIA ,090'KUMARAY SI7rAC1TE°PVfi(BYKURAPAY At.MCA,IN(;.)OR,090'SAFLEX'PVB INWRLAYER(BY EASTF.tM CHEMICAL COAIPN4Y) 2.CONFIGURATfONS;'Or VI(,NEW ANp RADIUS TOP.ALLW/LOW ORHIGH SILL OPTION) 3.OESICN PRESSURES:(SEETABLES,SIBE7S 3) A NEGATIVE DESIGN LOADS BASED ONTESTED PRESSURE AND GLASSTABLESASTAI E 130. ----"_---- B.PG5tFNEDESIONLOAUSBASEd-ONWAm rESTPRESBUREANPrLASSTABLES'ASTA(E130[I: ,.ANCHORAGE:THE 33113-6 STRESS INCREASE HAS NOT BEEN USED INTHE DEMONIC THIS PRODUCT.SEE SHEETS8TFLFLDUCH 11 FOR ANCHOLLAGEDE7AUS. ` CROd11CrILL'!R3- b.SHLRTERSAAENOTAEQUIRED. mStJawR,�Ihll'AFtwNn 'S.FRAM PAN EL NEL CORNERS SEALED WITH NARROYhOINT'SEN ANT Oft GASKET. HW�pcxc AKep4uwp[6•0 1: nn0nn6nn y ;f•+R) 7.REFERENCES:TESTREPORTS FT44645,FTL-4044,FFL•4647,FT!-4648;IFTL�4649,FIG4US0•PTW 651,FLL!4723,FTL-4957,M-4958 AND FTL-5087. tl(ani�vma•ct('mn• AN IIAFBPANOSFORN'O.CO ONS*YCTICN ALUMINIIRIDESIGN AIAt1l1A1. (� 8,SINTIESIAIODELPESIGNATION SH700,ALSUIIBFERRED TOASSH701. ' tt 11 ttllt;_ 'O.THisPRODUCT HAS BEEN DESIGNED ILTESTEOTO COMPLY WTM THE REQUIREMENTS GFTNE FLOPWA BUILDING CODE,INC(UD!NGTHE Willi VELOCITY -':IHJLT'"1'Yl NURRfCAd)E20NE(HVT(Z). ` IIx.."...... IO.FOti IN5l1LA7EO GLMdIN51YiLLATIONs INVEHVHZABDVE3o FT,ONLYGIA7IRGOPTIGNSWRHTE)APEREO CAPS(Gl)AREALLGWED. _ it., p.•;J. JRa'a 405 F` AOUfOdPA(FltSraSPEET2 ? GENERAL NOTES' c�{;•:LL, :'i1 ALUM.SINGLE HUNG WINDOW,IMPACT' ''•r 1'L:I 'r:>t F: MAN xracol4s,fWln} y„15yp '"'• a. �.a ALfNIS1A�L Sllfli5. .1277B7tiCa HITS 1'�YT 4040R0 FJ[ -"FLP.ElJb8T65 i • I part# 13-1paolt MalaHal 71 Komfnefifa04SGTPSSpa[erSyslam .,n DuanpcSupe[5pa6ernXTR11h'HotMellBulyl SealGta '73 5 Quanra NuruseaFSpacBr lieelloi llakrid s �1 12"ND1.1• t12•NOAL :74 4 C-rdrfd-Ed9e$Pacer GIASSOITE GLASS BITE Pam. LE TE.47pEPDRi9171a7T7.39atl 8891U �� 3y • 76 i/e_•ANNEALEDORHEAYSTRENGTNENED.GTASS�f 3H6•ANNEl4LE!)DRHEATSTRENDTtiEIp GlA55 090.PYG(TTTERLAM, ,090 PvEi MTERLAYER f16•ANNEAI,ED DR HEAT STRENPTNENEV.GLASS' y16'ANNEALEDLTRHEATSTRE'GTHENEDGNSS •NOM. I)JI TAMMATEo 6116"LAMINATED.GLASS a6,81ar82 711V' MINATEDGLASS 63;1374ar85 NOTE: WNI IG OUIBOARD I -71-74 - 71-74 G]EX7ERIOR INTEgIOR UTESMAYSE, 1 a— (ALL SEGTLONS) UPGADED R T03lIB• ' •= DES GNPRESS_URE. INRAgAYDUTACtM MI M I. WNW. PVR INTERLAYER 46 GLASS BUE 48 GLASS BUE o ar SAFLEX�PVe lNTERLAYkR DY 38 70 38 76 EASTMAKCHEAUCALCOMPANY . 113•ANNEALED OR HEAT STRENGTHENEOGUI3 090 NEA OANLED OR HEAT STRENGTHENED GLASS ,090 M)NTERL AYER P.UMRLAYER IVA.NNEAIFDORHEATSTRENGT}fENEOGIASS 9N0*ANNEALED ORHEATSTRENGTHENED GLASS 5116•LALIRWTED 7116'MifNATED AIRSPACE ALRSPAC£ . 1(6•ANNEALFD OR TEMPERED GLASS' Ifs•TEMPERED GLASS 13110•N0.51. 13R6•N0TA, - - — ---- — -- 13116"IAMI IG GLASS 1N 6/t6-[AMI 66;87,88 6-, 2 —13/t6°LAMEIG GLASS W/•7116"L-AMI-89;90pr91 CI1004OrimVl9f:D ALULVTTpi 'amiJrlev�diLilu TTa!4 3M1ICORE -MaTBDTYL REINFORCELfMr POLYi804 DESICCAt(TMAMA OWL(f°e,CCEe STRO P.?I- naspfmmN°( O- L Qh 61LLGOTLE BOMEIALEL _ fifi6•L.'O.tL rrnl Taw 12bL1 BTBUD'R1aAi OPtmLL mu - a110•ADAL 6116•tTD\L, POLp508ULYLEII- OVIYLd 'S6IC0.YESFAL py SYIf,H 0E51OCATLr Atir OE91CC/J7r RC0.•FOPd4D LfAml ;[°OMxt' DESICCP1Tr _ FOAA1 ,BTAD,TIESS STEEL' E%T.G5A"I FXT.GCASS; ETT GIA55 _ EXr-GLASS.' f515i1f 11 T,�/. TNf..rilA9s _11R.Gl/S5 �ltD•.fil'A53 W Guss `\ {,l`i K0DI5PACE SUPER DURASEALO XL EDGt° L1'•r%'ts �4SGTPS '=.SPACERIDNn- "SPACER "SPACER e aws�ta F AUOL�SPArtDdR tom GLAZIN0 DEfA1LS ar: - TEtlQeotntrotw0 T,•^ .. P.aagaTsa �—ALUM.SlNGIENUNG WINDOW,IMPACT i l3L fi•'• K me. 'IeaH?T;es,LLaU*1 —'VLf86rDctter a+..°-s ALYNhj�I P.E 'Flc 'v iltk. ":1 �7 Wo FWl 2_ ••7f -4pSLL20 F ;fL P.Ek567a5::- I f - ` | . � - . | | | ^ � / / / / --- / ' STANDARD VIEW&RADIUSa. FLANGE Of�INTgGRAUIN WINDOWS WIHI6H SILL q TABLE 2, r-7 BA6Eb ON FLANGED WINDOW Tip-tcj--riP FRAME DIMENSIONS 4W* A.8,14 180-0 40-6 4800 -SMO 4AMD- -110,0 4= ;8Mdj+70LOI-7D,0I+Xb:`7JX0 o+7DX0 -70L0 MEEM14G kt&- CUSTOM VIEW&RADIUS TOP FfANGE OR INTEGRALON WINDOWS VVIHIGH SILL OPTION TA13LE 3. rG-L-AS S 7 y p ES: IESTREFORTS x aTABLE4. / . ! ' | if 1-4040-20 FL / � ' � � I • 53 WMAX,FLANGED, TH � „6211E•A1WC.I.P.WIUTH 99SB MAX,FIXED oLOOLL)- BEE DLO I IF. TABLE O^�HEI Hi TAEtmbBLE HE I Hf SEEDLO D� EIG HHT TABLE IL O' 'TABLE' O FLANGED FLANGED FLANGED HEI•FIr HEI FIT HE' HT 'SEE OLD // TABLE X 3g AX SEEDLO ,5 E SEE p[O 'I�'' (A. •) HEI Hi TABLE X % ND A TABLE X ij�%' " Eq ' J_-�-. IZ 4B lr4'MAX. VENTDLO(ALL) DETAIL S DETAIL C DETAILA � VIEW(STANDARD SASH). RADIUS TOP(STANDARD SASH) N, B E+1 76, I is W. I H&F. E- 'KT SEE DLO I HEI TABLE SEEDLO _ II O r I TO:.tAX. TABLE O T6�V1X __J..� ---__—.J _ I- --—FLANGED--_ _ FUWGEO T.- DEMAILDVR60UCMkVL9EDSEEOLOTABLF X y/l 20, pLDTABLE X 20'SHi SASHHEIGHr HEIGHT wn�TH Ifa-010'' 4 DEfA1LE L' °� '"ndtlet° VIEW(CUSTOM SASH) RADIUS TOP{CUSTOM SASH) ,Lp1lull;4. NOTES: qo�,,: i.SEE$HEET6 FORVERit6AL,AtfDNORiZONrAL6ECTION OEFAJLS: 'ik+"•ii;,•,••�•F'� 28EESHEhT,'t F,09GORNE(iOE7AILNEWS, •��_'• _ D.SEE.SHEETS BTHR(1lfGH it FPRAIJCHORAGEINFOP^TION. q,Sg4H HF7G+HiS'FO.iF 5TAN17ARDBASH WINO(?WS,(OETAILS B SC)ARE BASED ONATHREEOVER'LWO F&MAT. x m a+ux InTO16OGglDGYIXLYE ELEVATION$ �'�{::•''•.:?gttinl;:��; P,0.m%Iciv —ALUM.SINGLEHUNG WINDOW IILIPACi �x o.e .- Bo:(Ol.1t'F D:?ml V 2bO:a=r d•'•�"•. A LYNt��,ILLER P.E, "FlC '8lIpS 1J. ac 7!l397 &1r)M AI7S q p 11 dD40y?0 F F.L.P,E,31SlY05 I I • I I I---z764•-----4 1 NOTE;MIN.(1)SWEEP LATCH AT VENTCENTERUNE OR 25 27 OPTIONAL BOTTOM LOCKS,(1)6•FRObiEACH SIDE OF SASH. NOTE:BAtAt4CE PARTS USED 1INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASHWEIGHT 31 9,10,11,16.16 MAX.FIXE LITE 7,8 OR 17 Z 710 DAYLIGHT' 25 OPENING OITFGIDE I 25 I MAX FIXED LITE DAYLIGHT OPENING ---� M14AK WIDTH _— SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 bIAX. HE7GNY 21, I WGH I o7lTsroe I Syy .1II 2. I LO`N 1 MAX. VENT 48 DAYLIGHT 9 NIGH SILL LOW SILL HEAD JAMB O SIDE __OFEMNG._ .sdw a es — 68 53 I.F.FRAME 740• 26 -I{�-+�\—Z,'R --.-{II rnuaucrnuwrsw \:I I ll -sx;N nwPbv:t+ i o1R510E I aweac= I6.O ArmywccHo [Q.06 1 6 hllm•aD¢e _ !A2 -- 52 233 I a%=p rmacl nf%1 (Low sI B7GH LL) 4 $tLL] 53 V SEENOTEABOVE 54 64 3 30 uLTAAUFT 69 67 ;�^•,rr.: :e ''a` 12 ONLY ULTRALIFY SECTION B-B 12 ONLY SECTION GC •r (LOWSILLSHOVIN) ALTERNATE HIGH SILL (yEADDETAIL-FLANGE vERslo a � urorecwotocycpryE SECTIONS .n•?•;•�' M.YQACEiL31ns 4��Ii11 riyt''�•` ALUM.SINGLE HUNG WINDOW,IMPACT o;• I_t m ev noNdx,ma— Vfb7>Berrcr "•""' "` `'�'r'b ALYNN lA�L1.ER P.E. FJc (VIN5 AL �T sHlva Hall 5 ✓!f d040-20 F FL RE.#5S765 I ITEM DWG# DESCRIPTION PGr# ITEM MIGN DESCRIPTION PGNJ 1 4002A• FiANGEFRANEHM 612225 fig1526 SCREEN SPLINE-,135DIAHARD 67635K 2 1165 8 X1.0O0 QUAD PH.SIJS 761POA 61 SCREEN CLOTH 61Bte 3 4G03C FLANGE FRM'Z SILL OWSILL) 612226 63 605 GIALNGCHPNNEI(;BOB X.500) 8533902 5 1625 ADNESA19 OPEN CELL FOM4PAD 7PADIC26 64 1181 B6X1.00OPH.BU8LE7EK 706X4 6 4004 FLANGE FRAME JAhie 612227 67 GLAZINGTAPE,1116X12.7/IBL.AM 62BV151O 7 4025 SASHSTOP 01221A Be 4O51A SAS HDOTTOIARNL(HIGH SILL) 64651 8 4025 SASHSTOP GRESS)1.125 LONG 612244 69 4050A FLANOEFRAPM SILL(HIGH SILL) 64050 9 4029 SPI72ALBALANC 31B`,6Ai•,OR 11I10' 70 SILICONE,DOWB99,095 OR EOUIV, 10 10BO BALANCE COVER.310.OR 518' 88ALCVR910 80 A GLASS,5118'LAM,(118' .090 PVB.1IB• 1i BB X.750 PH.PN.SMS 7934PA I 81 B.GLAS5.6116'LAVJ,(1!B'AA90 PVD 1l8'HS 12 BALANCEBOTTWIBRACKET 70AL.TBK7 .82 C.GLASS,s116•(MJ,(118'HS 90PV9,1f0`HS) 13 IOWIGB SASH TOP GUIDE 42504 713 D.GIAS9,7/1fi°I.AMi,(1(e',090 PYB,1lB' is COX I PHILLIPS FLATHEAD S.STL 7BXIFPAX 64 E.GLASS,7/16•I=,(1BA,.oBa PVD,UBry1S 16 1 1000-1 eAUNCE COVER,Nlifi^ BBALOVJL670 65 F.GLASS,7/16'LAM,1B'HS„096PVB,1B'HS 17 4053 SASNSTOPCOVER 64053 88 GGLASS,W16'LMOIG;1/Sry;AJR SPACE,6/18'LAW.(1IBq.O90 MU,IIe" 18 4020-1 SASH BRACKET 7ULBRKT 1 87 N.GLI56,13116•LAN11G;118TWK SPACE 5/16"LAY,(M-AO90 PVB,IIB°HSI 19 8a-32X12'LG.PN.FH,TWEFS.SYL 7B32X12FPFX Be (•GLASS 13116'IhWIG,t/d`T,NR SpAGE,SIf6•LNR,(1fB'HSA90 PVB,f/6`H9) i21 40540 FIXED MEETIHGRNL 94054C BB J.GLASS,13/l8'LAh41G 1187 AIR SPAGE,f1l5'L-AYJ.P/IGW090PVB,3f1GA) 23•�1023S 60 SASHTOP FAR 04008 90 KGLASS,13l16•LAM IG;110'T,AIR SPADE 7/18`LAPA 110'q,090 PW.WfB•H9) 25 WSTP„.170"?A BACK,FIN SEAL. 67S1BG 91 LGLASS,13tlW LMB IG;118-r.AIR SPACE.7116-LAW,3116'HS,.OB0 PV83118'H9 20 98 SWEEP LATCH 77008 92 6LGLAS5,13H6`�LM1NIG;IN'gA1R SPACE,6/16•IAVJ,(17B q.090 P1B,1le' 27116 a X.625PFLFL.SMS 7858 2.878 2B 4007 BASH BOTTOMRAL(LOWSILL) 612230 fOd 10, 122G 44STP BULSVINIL BTPZ49 31 4009 SASH SIDE RAIL 61223( 34 1260 SASHFACEGUIDE 42501 J162 35 1822 LAMSET7NG BLOCK322•X25164„X7' 71MK ''q30 3 55 30 1052 LAM IG SETTING BLOCK l'X3f4'X1fl6' 710UX 37 1224 VINYLGLAZ.READ BULB(THICK) 0TP247WK A 38 1226 14NTLGLA7 BEAD BULB(THIN) OTP248K 41 40398 GLAZING BEAD,5116 LAN GLASS. 840390 OFRAME.I.F,HFAD 42 40448, GLAZINGBEAD,5116 LAMV.MRILLIOT 644703 47 840Nq 8063•T0 -44--4222A-GLAZINGBEALi,7/161LMJ--.-.-- .--- 94222-- -- - - - - A8-FRAME.-L�LoW SILL- 64OB7 -46 9850 GLNJNGBEAD,7/i6'LA1AN4l3RILLKR 6985 ---- - YEJX2 083•TB _ ---_- _ - -------46 go67 GLAZWGBEAD,13/10'LAMLG 29 I 47 4071A FRAME,LF.HEAD 64071 48 4072A FRAME,IF.HIGH SILL rrtonNCTRnYL1GD L 64072 rrmP1)I A,»15,5f FlA64 49 4O73A FRAME,IF.HIGH SILL f2'-374 u�aec� 50 407413 FRAME,LF.JAll3 64074 n,cpu°ocNo�•O Id-D 0 t',nne I 52 4000 SILL LATCH(EGRESS) OWSBJa 764008 052 N0M 63 10B8 SPRINGSILL LATCH(EGRESS) 75PRNG TUICKNES6 By 64 2740 SILLLATCII(EGRESS)(HIGHSILL) 62740 4' 1 2.1.1 56 1014 SCREEt4FRAME'(HOR.6VEFL) 81014 56 7830 SCREEN DDRNERKETWIRINGS 71630 T JI8 NOM M2 NE68 ;t7711i Ar/r 57 1831 SCREEN CORNEAL 1.WOUTRINGS 71631 ,+',;g 9„•••jhY-.,4„ 58 1073 ISCRECH SPRING 7CASP _ :•';<_.�- I;:F•?.:,;.:�" s9 192a SCREEN SPLINE-.135bIA FOAM 61624K FRAME,I.F.JAMB ' O49 FRAME,I.F.HIGH SILL 5U R4074B,6963-Ts 04073A,0063-T6 (USEDAS RADIUS TOP HEAD) <o IDIDTEaR.bLOOTa'WE PARTS LEST ;•5,,:�.._?{RDi'r.'`'.>�`� x.vuve.nams �- ALUM.SINGLENUNGWlNDOW,IMPACT ;•)L ` �K�a9llp5 JJ. �9T IIONONn,n]UN vi,;8lyDerca �� NTS s r 71 d6dO.20 F FLP.E.66B7O5 _ • LF_FRAME SEALANTALONG ENTIRE JOINT 1 or47 I`F.E � 1q6E.A�LA.PVTORGASI {------2.784—-I .052 I 2830 1.333L6 or50 OFLANGE FRAME HEADN4002A 606}TBFLANGEFRAMESILL(LD�f) WELD 1.749 3 00°3C,6063-T° 60(5D ALONG BOSSSCRS 2) T HEAD AND SILL 08Z 490 ,040 .acA VIEW D-D VIEW E-E (1f18:VIEW liEAO eSRL,RADIIS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER —— FRAME CORNER CONSTRUCTION O FLANG w4,m JAMB O i14025,80fi375 i7 94053,6081 T5 r 05o 84f104,6063•T6 (USED AS RADIUS TOP HEAD) 1.342 �zsTs'---I ,06 I O GLAZING BEAD.6/16" I 1 �1 840395,606345 0_� .06z 5 If�uJ17 L:E 31 SASH SIDE RAIL a6z•--�I— g4008,6063-T8 RAIL .2S—SASH TOP-RAIL...---28- BOTTOMRAIL(Imovo —----------------- —--—--— —— 94054A,5087HD-T8 04006C,6083H6•16 54007.8063-T5 �� A� 1496—}---+-)� I,nOnucnl6ns6D O GLAZING BEAD.6/16" yt7Ma.�ihlAem.4u —•� .ere 42 1404406 z3ia� 5 ApnlOd. (useDWIGRILLa K Go tow T �6 21 - �'�-- O GLAZING BEAD 7116" 3.446 iuirvi rme"ac U48 04222,6063-T5 1IILL_RR—JIII 2,678 .663 ``"1t 11111111UI L 002 610 sw 1 , AB GLAZINGBEAD.13116"IG :•�>•�'�••" �- 1.115—r�T� O 114087,6=46 94 2=7 FLANGE FRAME SILL(HIGH) gg SASH BOTTOM RAIL(HIGH) �5 GLAZING BEAD,7116" 69 M4051A,6063•T6 A885G 6063.76 i O na6soAs6a3as (DSEDWIGRLLIGT) ;•,, � 6 tYJ�6 f! Icm,Eunwx7aw6 EXTRUSIONS&FRAME CORNER DETAIL 1, ,• _ °F tl.vreeErlslm ALUM.SINGLE HUNG,MNDDW,IMPACT ",..sw ALVNN Nd.LER.P.C. _ noxoxu,fa8la. Vdby llsuQ � XeU1 7 r 1, dP)628 FLP.E.#68705 RK SVlA15 .L! ?14JA7 ` ' . � � / i � , . � qo NO | ZED.VgUgABOVE THEM,INDICATE A ifil-IF2 26212 3 i12l 1 1 2 1 i I's Ll a LF2-2 3 Eq2h 31� —-3R 79 -_ --� _ —_— Ir —_ _'--- / 2] 7. M4.Kt, -2 F2�N-2 F2 iTi il'3 4 i,3. . r� "7. RAL 3 2 iq L-UM.9 IMPACT INGLEhUNG WINDOW, 1919129 | | / / | / / ! I I u ' s 1 ANCHOR QUANTITIES FOR STANDARD VIEWAND RADIUS TOP FLANGED WINDOWS TABLES ANCHORAGE NOTES; WNDOWHEIGHT' 1•ANCKOR TYPES:Z-114'ELCOSS4C ETE-FLEX SUBSTRATE: 29,655 37.155 44.655 52.155 59.655 67.155 74.055 76.600 3-912SCREWS ANCHOR TYPE. U U 0 U U 0 U U O 0 0 U U 0 U U 0 U U 0 U U 2.ANCHOR LOCATIONS ARE BASED ON THE WhWOW GLASS m0 2 ZMO Zt.Z MONZ.-Z e'LONZ ZMON Z�Z,10.z- MO NZ Z'10 z Z N O N 2. 2.0 N U U N O N O—O N O O Np 0 0 cf gg 0—0 c 3q 0"O FOLLOWING DIMENSIONS: WIDTH TYPE 3 $ $ U A3 U U U U 5 0 0 j U 0 3 -U U HEAD-141 UT MAX.FROM TOP CORNERS _1 1 _1 1 1 1 1 1 1 2 1 1 1 1 1 1 1.2 211 1 1 JAMBS-171Q'MAX.FROMTOP COANERS H,I,J,K,L tI1 1 1 1 1 212 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 Z Z 2I2 2Z 2 2 3 2 2 2 3 2 3 2 2 2 3F2, 6'MAX.BELOWMTG.RAIL HNERS 19.125 1 1 1 1 i 1 1 1 t 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A,B,tA II- i 1 1 1 2 2 211 212 212 211 2I2 2I2 2I2 2I2 212 212 212 2 2 2 2 212 3I2 212 312 3 2 Z 2 3 2 3.WSTALLPERTHE ADJACUTT TABLE ANCHOR PSF 7B QUANTITIES USING THE DIMENSIONAL CRfiERIA OF GO,E,F,G, 1 1 t t 1 1 1 1 1_.1_ ..1.. .1- ,.1.•,1 1 4 1 1 1 1 NOTE2. 24.000 H,I,J,K,L 1 1 1 j 1 i 2 2 1 1 2 2 2 2 2I2 2 2 2 2 Z 2 2 2 2 2 2 2 8 2 3 2 2 2 8 Z 3 2 2 2 3 2 312 212 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AAM -.1 -.i_ i •1._1•• ..1 -1_ _1 .1 1 1-_1_ 1 -1 1• .1•.-1 _S 1 1 FLANGEDARE1'LESSNDOWS.INTEGRAL FIN DIMENSIONS i 1 1 1 1 1 212 1 1 212 2 2 2�2�2 2 2 2 2 Yj2 2I2 2 2 3 2 3I2 2I2 3 2 3(2 212 3 2 3 2 212 312 PSF 69 77 S.DESIGN PRESSURE LRAITATIONS: OOE,P,G 1 2'iih 9 1 1 _1 1 1 2 1 1 2 1 1 _1 1 i 1 _i i t t 1 SIZE BLOCKS OFTHEADJAGENTTABLE WTTHA 32000 H.LJ,K,I 1 1 Z 2 212 2TEA 12 2r3 2 2 212 3 3 2 2 3 3 3 3 3 2 3 3 313 212 3 3 A 9 3 2 4 3 4 8 3 2 d 3 SOLD pNMDE GNPftESSUREWrtHT1'SE U�'ANmY A,B,65 11 1 Z i 1 2 1 I 1 1 1 1 i 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 2 2 212 2I2 2 3 2 2 2I2 313 2 2 3 3 3 3 3 2 3�3 3{3 2I2 31-3 4�3 312 413 413 3I2 413 MAUIMUMDESIGN PSF 59 167179 PRESSURE FOR RESPECTIYESIZE 1.,• 1 2 1 t 2 1 2 2. 1 2 2 1 2 2 1 2 2 1 Z 2 1 2 AND GLASSTYPE IS 97.000 N,I,J,K,L 171 1 7 1 1 2 2 2 2 2 2 2 3 2 2 213 313 2 2 3 3 3 3 3 3 d 3 3T3 3 2 3 3 4 3 3Y2 4 3 4 4 3T2 4 9 AVNIAeIE. A,9,M 1 1 i 2 t 1 2 _1 2 2 f 2 2 1 2 2 1 2 _2 1 2 2 1 2 A 1 1 1 1 1 1 2 2 2 2 2 2 213 212 2 3 3 3 2 2 3I3 313 3I3 4 S 313 312 313 4 3 3 2 4 3 q1d 312 419 PSF 64 7S 62 79 D,OE,F,G, 2 2 2 2 2 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,;J,K,L 1 1 1 1 1 i 2 2 2 2 212 2i3 212 3 3 313 212 319 4(3 3 f3 dI3 313 313 q13 414 313 413 414 9I3 513 2 2 2 2 2 2 2 2 2 -2 2 2 2 2. 2 -2 _2-..2 2 2 2 2 2 2 A'H'M_-ITT 11-1-1..1.2.R.2I2 2I2 2I3 2I2 913 9(S 2r2 3.3 413 3[3 A.3 073,a 3 413 4 4 313 4l3 414 3I3 5I3_.__TABLE KEY: PSF 49 79 55 79 79 MWC PSF —i- G,O,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 _2 (DP LIMITEDI 117 HIUDIICI'REYLSED 44,000 H,IAXIL 1 1 1 i 1 1 2 2 2�2 2 2 3I9 2 2 3 3 314 2 3 3 3 4 4 3I3 d 3 d 4 3 3 d 3 4 4 3I3 413 41d 3 3 b 4 f3FhD 3 Flyi,ryoW us rlaNn i e 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E°I P o I P 14��27 A,.M 1 1 1 1 i 1 2 2 2 2 2 2 3 3 2 2 3Y3 9I4 2�3 3 8 d 4 313 9I3 4d 313 di3 q 4 3r9 418 4Id 3 3 SI4 JAMBASO4E 3 3 PSF 45 74 51 74 78 79G'RAIL n Y�It� C,O,E,F,G, 2 2 2 2 Z 2 2 2 2 2 2 Z 3 2 2 2 2 2 3 2 2 3 2 2 JAMS BELOW n'"'i ll�I' t £ 48.000 HJ,J,K,L 1'1 1 1 1 1 5 2 2 2 2 2 35 2 f2 3 9 314 3 3 3 3 414 3 3 414 g 4 3 8 4 4 4 q 4)3 614 414 413 514 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 Z 2 2 3 2 2 3 2 2 A,B,M - 4 1 1 1 1 7 2 Z 2 2 2 2 3 3 212 ill 3Id 313 3 3 d1-0 313 414 q14 318 d4 4 4 4Ta 5 4 4 d 4 3 514 PSF d1 57 40 67 76 79 JAMB ABOVE 2 2 '." OD,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL • •• :_-• 53.125 11,I,J,K,L 1 1 1 1 1 i 2 2 212 2 2 3 3 313 3 3 4 4 3 9 4 g 41413151 4 d 414 3 3 4 d 5 5 d 9 b d 5 5 4 3 5 4 JAMS BELOW ' - '= 2 2 2 2 2 _2 9 2 2 3 2 3 3 2 3 3 2 2 3 2 3 9 2 3 •;1 ((, ��-.. A,e,M 1 1 i i i i 2 2 212 212 3 3 313 3I3 41d 3I3 dId 4I4 3I9 419 qI4 313.qf4 51d dI3 514.5 4 4I3 5 q C'' y�6 ANCHORAGE SPACING,STANDARD VIEW .`... F as IaIUiECRKOLonYOANE �• e;,,., :•:!:. x ar ALUM.SINGLE HUNG WINDOW,IMPACT PA,a.n �„� p„p,h ALYNN AIZLL7t,P.E. Roxouxi,D.auu Vlby Uulcr sR78C NTS 8 +if 40g0-211 F FL P.E.I SS)OS UFIL 7RRRd1 JJ� �397 I I I 1 I 11 ANCHOR QUANTITIES ABOVEME MEETING RAILHEADSJAMG3 CUSTOM FLANGED WINDOW HEIGH7M1NU33ASH HEIGHT TABLET ANCHORAGE NOTES: ., WINDOW HEIGHT MINUS SASH HEIGHT FROMTA13LE 8- 1.ANCHORTYPES:1-114'ELCOTAPCONS SUBSTRATE: 17.125 22.6 28211 33.764 38.296 44.039 60.382 55.925 2-012SCC°SS4CRETC-FLIX ANGHORTYPE: ❑ O O O U U ❑ U ❑ ❑ V O O O U ❑ U o ❑ O U ❑ O U 3-Ilt2 SCREWS WINDOW GLASS l7 O N Z y.,Z M O N Z'_Z OL O N Z Z NON 1 r Z n O N Z Z M D,y Z r Z w D N 2 r 2 N O N Z Z 2 ANCHOR LOCATIONS ARE EASED 0!i THE FOLLOWING N gg D O N O O Np O O N O O N O r O N O O N O ONO O O DIMENSIONS: VrW�{ TYPE S U U U U 3 O U O U o O O V U U 3 O O HEAD-1012'MAX.FROM CORNERS 19A25 °,E,F,J,-t 1 1 ,1• 1 1 1 i. 1, 1 .,1 9-,1- 7- 1 1- 1-.-1 _i JAMBS-1712'MAX.FROM TOP CORNERS KL 1 1 1 2 2 2 2 2 2 2 ? 2 2 i 2 3 2 3 3 2 3 3 3 a i112•bSr1X-ABOVETHE MEETING RAIL b,E,F,J 1 1 1 1 1 i 1 1 1 1- _1..••1--•i 15'MAX ROMB TTOMC 24000 _,- SILL-ANCHORS FROM BOTTOM CORNERS K.L 1 1 1 .2 2 2 2 2 2 2 Z 9 3 2 3 3 Z 3 8 3 3 3 3 4 501-ANCHORS NOT REQUIRED D,E,Fd, 1 1 i 1 1 1 2 7 1 2 i 1 1 1 1 1 1 1 1 i 1 1 1 1 3.DETERMINETHEANHCORQUANTMES FOR CUSTOM 32000 KL -._. — _ __. .__ _.. .- ._.. -._...-._ .- .-. __- VIEW WINDOWS FROM TABLES 7.AND 0.USINGTHE 1 S i 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 A 3 A 5 3 5 DIMENSIONAL CRITERIA OF NOTE Z USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLES.FOR BELOW. 37.00D U.E,F,J. 1 1 1 2 1 2 2 1 •.2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTCMVIEW X,L 1 1 1 ? 2 2 3 2 3 3 3 q 3 3 3 4 3 4 4 4 5 5 4 5 WINDOW8 ARE 12618'MIN.70337MAX PSF 79 79 79 79 6.TASLEWIDTH AND HEIGHT DIMENSIONARE FOR FLANGED WINDOWS.INTEGRAL FIN DIMENSIONSARE 40.000 D,EF,J. 2 2 2 2 2 2 2 2 2 2 1.2 2 2 2 2 2 2 2 ? A. 2 Z 2 F. MESS. KL 1 1 t-2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 5 d 8 6.OESIGN PRE55URE LIMITATIONS: PSF 79 76 79 77 79 79 79 92E BLOCKS DF THE ADJACENT TABLE WITHABOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGNPRVALUEABOVE THEQUM.NOTITY OF ANCHORS _ DESIGN PRESSUREWRHTHEOUANTITY OF ANCHORS X,L I 1 1 2 2 2 3 3 3 •4 d 4 4 3 6 A 3 6 6 4 5 5 4 6 SHOWN IN SOLD.OTHERWISE,7HE MAXIMUM DESIGN PSF 78 79 70 79 78 Tf 79 73 76 PRESSURE FORTHE 48000 D,EF,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 jF2 3 2 Z 3 2 2 RESPEOTNEIS AND _ __ .._.. _ _ GLASSTYPEiS 1 2 2 2 3 3 3 4 4 4 6 4 5 6 4 6 6 6 6 AVAILABLEPS1 79 63 7f 79 64 74 66 77 69 TABLE 7.KEY: 53,12E D,E,F,J. 2 2 2 2 2 2 3 2 2 3 2 33 2 33 3 4 4 4 6 4 6 6 5 7 6 6 T IMIED) PSF (DP LTE01 142 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HERO 2 TABLE B. JAM9 ABOVE 2 SASH HEIGHT WG.HAA_ SU967RATE._... 12778 15.778 19.775 21.77E 24.T76 27.776 30.77E $1.108 Fl1LLDP PHCHORTYPE. a G o 0 0 0t O o o O o O o ❑ a o � � p�_z._____ ._ —_ WNDOW �p�z�ZNOHzo HEAD 2WIDTFL 5 s GJANBA13OVE '4 PRoDucrnmsw 19.125 i 1 1 2 1 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 WO_RAIL .... asxl6,troTlwidn B tmmc� o� 24.000 2 S 1 2 S 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 A"`P"' N°1 •O I•gA21 32000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 A 2 3 4 Z 3 EFI'a01.'ny` Q° 37.000 2 S 2 72 2 2 3 2 3 9 2 3 3 3 3 3 3 3 A 3 3 4 3 q TABLE 8.KEY: .� V 4D.Ba0 74 MAX.PSF !V. 2' 2 2 2 2 2 3 2 3 3 2 3 3 3 3 A 3 3 4 3 4 4 3 4 (OP LRMED) 112 11 Ir 68 78 JAMB BELOW 2 'L. �'� 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 q 3 A 5 3 A6 3 A MTG.RAIL 48.0DO 63 72 79 2 2 2 2 2 2 3 2 3 A 3 3 4 3 A 9 3 A 5 3 -0 6 3 4 UFO LL DP) ifT1 - 63.526 73 SB 86 72 JAMB BELOW 2 2 2 2 2 2 2 3 3 3 A 3 4 4 3 4 6 3 4 6 3 5 5 3 6 MTG.RAIL •'; 1 i --;- 1111116 :I,_r A � olmmw«ocrowvG ANCNORAGESPACING,CUSTOM VIEW IL VERIC,nSIl)5 R,,e Paua ix� ALUM,SINGLE HUNG WINDoW IMPACT A.LYbSIGI7LtER PE a— RORa1�s,nsmL VOfbbBetre� 519m NTS•10 fi dM0.20 F FL P,E.958705 FX. 724A75 J.R �7 I 4 I I p EXTERIOR INTERIo Et>J NOTES; • HEADAND SILL OETAl15) (WOOD ANCHOR 1.FORCONCRETE APPLICATIONS IN WWWADE COUNTY,USE ONLY MWMAAOE COUNTY SEENOTE2$3) APPROVED U4•ELCO TAPCONS OR 1f4'SS4 CRETE-FLEX MINIMUM DISTANCE FROM }•314•MIN.EDGE �---^{ CONCRETEANCHOR ANCHOR TO CONCRETEEDGEIS 13W. (SEE)iOTE1 a S) 2zWODO BUCK 2.FOR WOOD APPLICATIONS IN MWMU-OAOE COUNTY,USER12 STEEL SCREWS(G5)OR (SEE NOTE 4) 1'MIAL.ECGE 1N'SS4 CRETEFLEX. 3,15 KSI MIN. 3.FLATHEAD ANCHORS,WHERE REQUIRED,MUST HAVE$112 TRIMFIT HEADS. CONCRETE �'.�1318•MIN.,1f4`TAPCON 4.WOOD BUCKS DEPICTID M THE SECTIONS ON THIS PAGERS 1x ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1 1/2',I.WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE .-�•4.314'IAN,1f4•CRETE-FLEX INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2xARE OPTIONAL ix -•� -- ,.` —� MIN. ENGINEERED BY OTHERS OR ASAAPPROVED BLLATION TO yHAIlI}iOWTI'HAVINESMSTRATE GDURISC arl ONO BE W000 BUCK _ (SEENOTE4) --�- - t 5.FOR ATTACHMENTTG ALUMINUM:THE MATERMLSHALL BE A)NNMUM STRENGTH OF Il4' U4, 5MTSANDAMINIMUMOFII8•THICK.THE ALUWNUMSTRUOTURILL MEMSERSHALL BE ALA1L TAAK OF ASIZETO PROVIDE FULL SUPPORTTOTHEWINOCWFRAME$IMILARTO THAT SMM SLUM SHOWNIN THESEDETAi1.S FOR2x W00DSUCKS.THEMCHOR SHALL GEAN725HEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTOTHE ALUMINUM.IFTHESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS TYFICAL FLANGED READ ANCHORAGE MAYGEUSED. AFLANGEOFMIECO,MPONENTtAAYBESUBSTMMDFORAN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLCATTONS.FORINTEGRALFIN i tf-0' 1y4- MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULLTHROUGH THE FRAME USINGTHE FLANGED FRAME ANCHORAGE REQUIREMENT. 1WMAXSHIM---(TT . 1/4'MAX.SHIM--�{ 1w B.ANCHORSARE NOT REWIRED AT THE SILLOF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIABTED 70 STEELSCREWS,THATCOME)NTOCONTACT 1.3t4'ADN EDGE 1•MW.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBCCURRENT• 'r iD• y EDITION. �b�—�•GONCRETEMICHOR, I WOOD ANCHOR p J/ FN GELOW AIEERNG FH DELOW MEEING RAIL(SEE NOTE}83) I �A RAIL(SEENOTE283) 3.3SKS1 MIN.CONCRETE INTERIOR „�• OR 1.5 KSI MW.CMU (ALL.MMB DETAILS) AliaUCKCPT(CI14A[.WMSCLrOCONCfiErE L2x WOOD DUCK EXTERIOR ORCMUSU8STRATE(SEENOTE4) (SEE NOTE4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE i — — 714• 5Ig'ARR.EDGE— 2-112'EMBEDMENT Am. —— --' SHIM 114• -- lOOD FRAME MAX. rnoUUCTRM- ED t-_l D FRAME o SHIM mnr11:•b�mADaFM,Ue _ 6%,MIN.EDGE A {•g••Na(6•o7lA•.0 1 a EM EDMEMr !.134DIA.MIN. AT1x21A'NAIL, AND".C. bl `lk at hvtAT CORNERS WOOD FRAME AND 6.O.C. Ij .131.010.MIN. 11a' .2112•NAI4 :, n:f r_p.• ' ATCORNERS ,�i�=Y'�r:=�'•1^�.''. SHIM ANDS•O.C, -12'EMBEDMENi ..S'i - DETAILF.(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) Ir.,.::t,• TYPICAL INTEGRAL FIN ANCHORAGE 61r(r�6 'r x Iomi4Wtwaaromv4 ANCHOR4GEDETAILS - '•:;�-+tee_:.?: : "" Lva4r�TLNa4 — 2LUM.SINGLENUNGWINDOW,}MPAC7 r.aeax Gm mms Nax(M�,D.SIn4 YGfbb4afa "iA°`b ' m^'°w AL YM`II',I ,P.E. F.K. BIIAMS J.A7 S1Hw NTS if +}{ 4040.2H F FL P.Ed#6s7 55705 I '