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<br /> S�RIES 5470, NON-IMPACT RESISTAh1T SLfDING GLASS DOOR 7ABl.BA:
<br /> Mltl.Edge Min. .
<br /> INCLEIDING PtJCK�TS &9{�61135°Gt�RNERS o•QUp An�ntit euhafiate FtameMemder �,b:a»� �,n�dmart ��voN�7riE��ni
<br /> '— P T.southem Pine ee s emb e� SUBSTRATE.METAL
<br /> GENEWILNOTES: �12,ateelBMs (sa=o.65 P•hook 8116' �-�8' SUSSTRATETO'MEEfMIN.
<br /> 9)�Lt1ZtNG TYPE OATION5:SEE GLAZ(NCi DETAII$ON SHEET 54. A1um�num,6063-is` NoaNsllV.tamb 3re'
<br /> {�6}ardiO3.S. P.t2b min.thteknasa P•hoaK 3/g* jtg� STREit1G7HANDTNIGKCSESS
<br /> 2)DESIGN PRESSURES: $h��' Stea1,A38' HeadI311PJpmb �B• p,qgp� REQUiftEMENTS PER
<br /> A.NE�aATIVE D�SION LOADS BASED ON TEBTED PRESSURE AFJp GLA3S PER ASTM E1300. Sm1°'�� p.pga min.thtaknnse P-trook 318" O.Oso' CURRENT FLORIqA 6UILDING
<br /> B.P4S371YE OESVGN LOADS BASED ON TESTER PRESSURE,WATER TES7 PRESSURE ANp GLRSS PER ASTM E1300. A threade/in) ${op�S1W,A&53 Qr.33• HeadISilPJamb are` 0.071` 14 Ga. CODE AND TO BE REVIEWED
<br /> 3}At+1GHORAGE:THE 33113°lo S7RESS 1NCREASE NAS hIOT 6EEF!USED IN THE DESIGM OF TEitS PRC}t}UGT.MATERIAI.S, 4.07P mbt,tidakriaes A-hook 318' 4.671' 94 fla BY'fHE At1TfiORITY HAVING
<br /> 1NCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CqNTACT WI7N O7HER bISSIMIIAR MA7�RIALS 114•Etco P.T.soo�hem Pina ,kmb 7' 1-:18• JUftISOtCTION.
<br /> SHALL MEET TNE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). wmcan (sc�.s5 P-hook 1" t-ars'
<br /> 4)SlillTCERS ARE REQUIRED PERfiBC REQUIREMENTS,AS AppLtGA6L�. 1(a•Etaa 474 P.T 5nuthem P�ne HendlsilVJamb 1" 1-3l6' �OR S7EEL STUDS,
<br /> S.S.GreteF7ex i3G=Q.63 P•hook 1" 1-a+8•
<br /> 6}INSTALLATION SCREWS&FRAME SPLiCES TO BE SEAIED WITEt NARft6W J01i3T SEASANT. NttN.FU=d5 KSI$
<br /> q12,sieal woad p.T.9outhaen Pkw Heed/BiBlJamb 6118 1-3/8'
<br /> e�RE�ERENCES(NOA'SI:ELCO ULTRACON,CRETEFL�X 8�AGGREGA70RANCHOR NOA'S,VISION EXTRUSION,LTD, B sorow o5 sc?-0.65 P•twok 8116' 1„yB• M1N,FY=33 KSI.
<br /> WH{1'E RIGID PVC NOA,V�1000 TAN 202 AND LIGHTEft SNADES(NON•WHITE)RIGIp PVC NQA AND BROWN CpATED ���� P�k 1, ��3l8•
<br /> (PAIV�YTED 4RLAMfNATEO}WNlTE Rt{i1D PVC NQA ttq��tao mtn.285 ke! Ne�dtsi(udmnb 1-3H5 t�3ta• "UNGROU7ED GMU"VALUES
<br /> REF�RENCES(TEST REPqRTS);FTL-6337,8336,86q&8849,8652&8717;EXOVA-10-Od2-792(A}&10-008-10235; Uttraoon Ungrouted CMU, .tamb i� 1-ttai MAY 6E USED FOR GROUTED
<br /> GAMBRIDGE 535753-09; sTM G90 P• k t' Yv4' CMU APPLICATIONS.
<br /> 7}TH(3 PR4Dt}CT HAS BEEN 4EStGNED&TESTED Tp COMPI.Y WRH TH�REQUIREMENTS OF 7HE FBC, 1NCLUpING THE Urqrouted t�dv, Jemb 1.3/4• t•114•
<br /> H4�H VELflCITY HURRICANE ZONE(FiVHZj.TFIE RSC,1D WHITE,8R4WN&TAN PVC MANllFAGTUftED BY ViS[ON tt4•Eico A16 TM F90 Pdronk t-314' S-4t4'
<br /> EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY W1TH THE FBC FOR pLASTICS,(COMPONENT R�QUIREMENTS}. � S.S.CreteFiax conoroto HaadlBtlllJcmb i3t58° 1�31d' I#v1PACT RATtNt3
<br /> 8)DOOR SIZES MUST B�VERIFIEO FOR COMPLIANCE WffH ECMRESS F2EGlUIREMENTS PEft THE FBC,AS APRI,ICABLE, min.33�ksl P�Iwok 1" 1-3�A' NqT RATED FOR MIS514E
<br /> f1}dRAWItdGS OEPIGT EXTERIOR-GtAZiNG,HOWEVER fNTERtOR•GLAZING MAY BE SUBST{TUTED. concro�e Nead�sAVdnmb t�ilz f�3l9• �MPACT RESISTANC�
<br /> 10}TNE 6k70 SERIES S4II7{NG GI.A$S DOOR MAY ALSO�E KNQWtS A3 7HE 47Q SERiES. ���� ��$�
<br /> � Sis.Agp o oe or U nsnadc�u nooK"""" 2 j T�a~ oEStGN PRESSURE RATMG
<br /> ' z^ t•va•
<br /> ANCHOft NOTES: P.i.sotnhernPine FieedlSllUJamb 1` tare' SE�7ABLES 1.2&B1,82
<br /> 1}FOf2 CONGRETElCMU SUBSTi�ATE APPL1GATi0i1S IS3 tr1]AMl-DADE GOUN7Y,USE ONLY MtAMI-DAOE GOUNTY {sano.55} P-tsoak 1' f-ata' ON SHE�TS 7&8
<br /> APPROVED ELCO ANCHORS.SEE 7ABLE A ON THIS SHEET FdR EMBEpMEI3T,EDGE DISTANCE ANQ SUSSTRATE Conomte Ha i53ttlJemb 2d12• i�,'t8'
<br /> REQUIREMENTS. 7Id"Elao (min.2.86 ksp P-hook &1fT 1�310•
<br /> 2}FOR QTHE42 SUSSSRATE APPIICRTiONS SEE TA8LE A 4N THIS SNHET. ultracon Ungmmad CMu, .Iemb 2.112' 1•114'
<br /> 3 WOOA Si7CKS BEPICTED A51X ARE LE3$THAN 1-112"THtGK.PROAERI.Y SEGURED,4X W04D BUCKS RRE t)PTI4NAl p ASIM G3o P-Mok 2�472 i•7t4' p�ODi7C7'RENEWED
<br /> } Cor�crete eadtSS!Jamb 2•1J2' 13t9'
<br /> IF UNIT IS IN57ALLED pIRECTLY TO SOLIq CONCRETE OR CMU.WOOD 6UCKS pEPICTEp AS 2XARE 1-1/2"'TIiICK OR 1!4'Elcn 410 min.s.35 ksi P-hook 2•1/2 1�3le• As compi�ing wlth tho Ptortda
<br /> GRFATER.1 X'ANb 2X BUCKS(WHEN USEp)BNAIL BE DESIGNED TO PROPERIY 7RANSFER LOADS TO THE STRUCTURE. S.S.CreleFlex ungrovtad CMu, Jamb 2-1l2' 1•114' NOA-No. �de 15-1^�10.02
<br /> BUCK DESIG(3 AN4INSTAL-LATION IS THE RESPONS18tLVTY OF THE 6NC�tNESR OEt ARCHiT£CT 4F ftECORD&TO BE AsthS c��o} Rhank 2�1t2' f�!4'
<br /> REVIEWED BY 7HE SU(l.ptNfl O}=FIG}AL. Expirat�an nate 04J2112021
<br /> 4)ME7AL SUBSTRATE TO MEET MW.STRENGTH AND THICKNESS REQUIREMEN7S PERTHE FBCAND TO BE REVIEWED � gy
<br /> 8Y THE AUTHORITY HAVING JURI5DICTION. G�PIERAL NOTES......�......t Mlami ada Produet Conlrol
<br /> 5)tF SlLL 1S TlGHT TO Slt83TR1�'fE,GR4llT OR OTHER MATERIAL lS Nt7T RE{2U1RED.�F USED,h�01�!-SHRENK, EXAMPLE CONFI{35,.........2
<br /> NON-METAL4IC GROUT,MAX.1fA"7HICK&3400 PSi MIN„(DONE BY OTHERS)tvSUST FULI.Y SUPPORT 7tiE ENTIRE 1N8TAlC PCTAILS..............3-6
<br /> LENGTH OF THE SILL 7HAT IS NOTTIGH7 Tq THE SUBSTRA7E,AND TE2ANSFER 5NEAR LQAD 70 SU83TRA7E.IF DP/ANCHQR TABLES,.......7-8
<br /> SU85TRATE 1S WOOD,34fl FELT PAPER OR MASTlC IS REQUIRED B�TWEEN THE GROUT AND WOOp SUBS7f2ATE,OR AS EXAMPL�...........................9
<br /> APPRt3VEQ 8Y'fHE AU7HOftiT`�HAViNG JllRiSD1CTi4RI. GI.AZINt3 DETAiL3..,.......,.94
<br /> AN�A S USED: ANCHOR COCATtONS.._..._11-16
<br /> 201 b FLORIDA BUILCiING CODE(FBC),5TH EDITIpN PANEL TYpES........ ........17
<br /> tNSTRUGTSONS:_ ASTM E7300-Q9 EXTRUSIONS.....................19
<br /> 1)KN6WtNG'1'HE REQUIRED PESt6N PRES3URE OF THE OpENiNG,TNE AtSCHQR REQUIREMENfS FOR AR1St7AF&FA NDS-2092 FOft WQOD G4t35TRUGTEQSV ACGESSORIES..................19 ti��tti�� �J 1 r ft�J
<br /> THE SLIDING GLASS AOORS MAY BE DET�RMINEp FROM�ESIGN PRESSURE TABLES 1 OR 2, AL.UMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAiLS.............20 \����.��YNN t�y� �i�
<br /> • �:� �'�
<br /> DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. AISI•S100-07/52•2010 pARTS LIST........................27 ,�=�Z,��.����NSC ' ��,��
<br /> 2)LOCATE TNE SLIDtNG GLASS D�R SIZ�ON THE TASLE,USSNG TME FRAM�HEtGHT AhlD THE . ;,
<br /> NOMINAL PANEI WiDTH IF YOUR EXAC7 SSZE IS NOT LISTED,ROUND UP TO TNE NEXS f3ftEATER L4STEd c— �VINYL SLtDING C�LASS�OOR NQ/� � T0/05/15 � �� Na.`'a7Q� =
<br /> WIDTH ANDIOR HEIGHT. `�� /��
<br /> 37 GNOOSE WHICH ANCHOR GROUP{A-D)lS MOST APPLICABLE.ANCNORS ARE DEFINED IN TABLE A, �C,�N�(�Al NOTES � .!ROSOWSKI �.(/A�,�'j�6 ;�W�
<br /> THIS SFiE�T,ALON�WfTii Tii�CORftESPONDING SUSSTRATE,MtNiMilt�t EtvSBEDMFJdT ANd MtN1MUM ' t � �Ky•. j � :�\
<br />' EDGE DIS7ANCE. � '"� '. S{�` P� �
<br /> 4)FROM TH�DESIdN PRESSURE TABLES(TABIES 1 OR 2),VERIFY TNAT THE OpENING'S REQUIR�D GERi,o�nurH.8292so � `�� �%��F '•F�O����f�'r��`
<br /> p�SlGN PftESSURE IS MET 9R�XGEEDED.USE TH8 ANCHOR 4UAN7lTIES SHdWN. 1474 T£GHN4LOGY DfiiVE � �� �'��;S��Ul�IA�,��`�
<br /> 5){N3TALLASPERTNEGUS4�I.INESOFTHtSSFIEE?-SET. N.VEMICE,FL342�S - 1t+{"`tt�t
<br /> 8)ADDITIONALLY,SEE THE EXAMP4E ON SWEET 4. a.Lvr�w ntr�tEa,c.s
<br /> (941)•48f1-1600 SGp-5470� N7S � 10F21 � MD•5470.0 ,�$ p,E.NuO]f15
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