|
NAN YA PLASTICS CORP.
<br />PLASTPRO INC.
<br />9 PEACH THEE HILL ROAD
<br />L I VINGSTON, ,NE1 TERSE- 0'039
<br />DISTINCTION SERIES
<br />OPAQUE FIBERGLASS DOOR
<br />INSWING / OUTSWiNG
<br />GENERAL NOTES --
<br />I. rrls podvct has been - oh,aIed a nd 'e n co >F6p,ce -, It) the 2007 Ffoddo
<br />kfi
<br />Bwng Code IFBCI slrucliral equxemer s e c1Ldi ng me 'High Vetocily
<br />Hi cane Zone' iHVH21.
<br />2. Produc! one hors shot be al listed and spaced Os shevrn an delol6. Anchor
<br />ernbedmenl to base material stall be beyond w,( dreuing as slucco.
<br />3. When used In areas- requiring wind borne debris proleclion This producl
<br />9
<br />co Ii s wl I I h f e i t � h Irt I
<br />trip
<br />e Ili Section 60 , 2 of I e BC and does no a .. a an 1
<br />9 Pa
<br />,esisronl cc Th6 psoduCl meals missile leyel "D" and Inc udes Mnd
<br />tone A.% d0i,ed to A3rM E1"Is
<br />4. Fa 2x ssvd framing conslrvc Bon, ancno at fl - >a units Ihos be the sama
<br />os Ihol lhown for 2x buck mosorry con;lruc Pon.
<br />5. Slid concilions Ihot deviole tram the details al Iris ;crowing: equire Ixlher
<br />engineering andysts by a licensed engineer of regls'ared orchllecl
<br />TABLE Of CONTEM3
<br />SHEET E
<br />DESC.IMTION
<br />I
<br />1 of els�olion dev resswes. 3, onaral nc!as
<br />2
<br />Dos Pana a acs
<br />3
<br />Hxhcrld�ro IectlOro
<br />1
<br />�'erlKOl loss Thous '
<br />- S
<br />Buck and li=e anchoring • 2X bual, masonry ccnslr. lion
<br />6
<br />Frome anchsing IX bLck masonry coro on
<br />7
<br />BID d mat ends 3 components
<br />r -- -- 1
<br />I s SONV,,
<br />--T OPENwG
<br />i i fR5l,
<br />I L2l
<br />l NAN YA PLASTICS CORP.
<br />PLASTPRO INC.
<br />9 PEACH TREE HILL ROAM
<br />LIV Ory NEW.;EFSEY O`o 3e
<br />DISTINCTION SERIES
<br />GLAZED FIBERGLASS DOOR
<br />INSWING / OUTSWING
<br />GENER A L 1+OTE5
<br />Ines aradu ho. been e :Sr") s r coinpf anr;6 y dh I e 20;' Flari7c But di-g col If
<br />iFBCf sl J�xgl'eyu el rls s?_uJu.g it a'ligl Wal H r;care lore' (Hr HZ!
<br />2 ROducl orxhu3 still r 1 1 led nun pi edt Sia r on c.hus. A�xhBf ambadmenl to
<br />eerie Tola:'0 sae , a be .cord - erring a I uL
<br />3 M secca'era baTedebroL oleclorn:epcduul,
<br />era aced r11h p ir,pocl re;ironl Ca anng It cl car.1[Aies II. Se; sot 1509 1 2 01 the 20,.1
<br />FBC
<br />4 lip 2, flud Irantirlg consfr,Ulan. anchedrlg D rhere uni'i 5h be Ill. s A IPrv'I IIrOw'
<br />lot 2, Lick ncso, ,, ccnstrltan.
<br />5 9 c c xSlro' slat ce'rkcNe 1101 ire 1el :it ct 115 dfo. -.In,a rea,4re Iv litre engine g
<br />ova �s b. at Ik'a'rad alrsyn v, a e9i, eo o1d111ec1
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<br />I Ei7G CREsS
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<br />TYPE;-
<br />+ ar. 0
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<br />1
<br />INSwIl/G
<br />37 sg' x 9e 0
<br />+65 0 70.0
<br />OLTSVJING
<br />37 SO' x v6 50'
<br />+65 0 d5 0
<br />FULL LITE
<br />.
<br />L L - ,;
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<br />I Ei7G CREsS
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<br />GENERAL NOfE3
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<br />Ll'E 21 00 ,: �.
<br />63 V
<br />F-J',l LrF 21. 9 GO'
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<br />+ 47.0
<br />47.0
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<br />4, 0
<br />--
<br />4 7.0
<br />OUirN1IId
<br />-
<br />FULL LITE
<br />Maricane tore' (HVH21.
<br />— -1
<br />A'1 111E
<br />41 00' A 63 �e
<br />3 , LITE
<br />Ae. BU
<br />- -- �
<br />44 7A
<br />GI
<br />2A BUC
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<br />- - —,
<br />— T L
<br />rn;�at c�1An
<br />- - T
<br />I°
<br />i
<br />�
<br />B UCK AriCNG 11 JAMS R4A anCNOd _ 5 RUE .'.Ali 1
<br />ono r, 2r i:-vr I �; nlir<
<br />lit res
<br />1 1 4 Es tors; ale sc ews ar- .h:nrg ?> h. ck eqL u'e c nhunu - , '' eau,ca 1 IID51 fr edgas a 1 -P4 tnrinu 6 do t rid c Iu7 w:1 4' I , Ic i r e
<br />_ancrale 5cre^s su osl4ulro, el eqL a1 conarcf le sC en, barn D dill�r� 7t s' PPIi md, tfa:e Jiffs• e„ edge de ac.. _ d �'r a cs -,rnx o P /1,,96, -h TIC eta
<br />u he co tars may ae ocfusled to moitrlon the mmlmvn7 eag,a dlsrorlCe fa �narror I nL. Ii o to e sc ar -.loco �z tnrea a a Or. CE1 cR m :s o od)L,r,.o Ic 'I'D a'
<br />Ire n- w -,edge delunce io nv_vtar loin t :. addle' na ? co,xrete sc ews 71oY ce e,:,uted u e,,S,e 1 -.e a :1 „ "a e d,I e.: ;.;ns u; exceejee
<br />2. I,4 ",T .r concrele s a aocha,ng tame ens, or i' requtre o minimum 2 rZ Cleo anca Ic mo!O - Cages a I + t Ono e n ra r r - 3 - c U _
<br />adloce co %(1, e sore SVb,f'IL I ;- of equal haft D :1,Fe 5 r11)s hc 9 J'IFera tI e," - E L v Lerife' d., - LIE requs a 'sills --, r.. _ •3 ;�,e .
<br />locOlin,, of , re, atria's mny be anjL sfed d m Irian the minimum edga dlsldnce o m -,fa, Lair i r er ; e e =,- 'CCo'i r r n = as atAY. '. CEI IFE9 v;f be odh s ad
<br />mein NIc mnlrrnow, odve distance IO n1Orl ar pin Ls o1jd4 conaele screws be soured Ic anwve me �• ;,cum co e. di! ans,- is of a.ueecec.
<br />NAN YA PLASTICS CORP.
<br />PLASTPRO INC. r� t
<br />9 PEACH TREE HILL ROAD \ E
<br />L' VINGS TON, NEW JERSc'Y 01.39
<br />W
<br />e G
<br />J01nAx 0 SyIE'++101H -i 71 171.N1c. 0�f44Ll FRAME wl01`t ---j
<br />C
<br />DISTINCTION T—T—
<br />SERIES
<br />�1t1�Ifi= - �
<br />- .s' �t ? - E
<br />GLAZED FIBERGLASS DOORS
<br />LE51Gii PREiSURE
<br />/p SF�
<br />INSWING / OUTSWING
<br />J
<br />arcs a os , ec hors
<br />_,
<br />TYPE;-
<br />5
<br />_
<br />Buck and frorne o h 'n^ x
<br />nc on r 2 buck moscn cons n;clion
<br />GENERAL NOfE3
<br />IYfGAT!.'.
<br />Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron
<br />1. Tnis prodvct has beer, evoiuci ed and 6 In compoonce wish the 2007 Florioa
<br />=
<br />50 al m g
<br />atar 06, icring debt 3 cgrrponenis
<br />Su"(19 Code (T BC) slrucJvQI requtr emaNs axcduding It,e'High Velocity
<br />74 x _ - W ,
<br />x
<br />FULL LITE
<br />Maricane tore' (HVH21.
<br />II
<br />+37,5
<br />-37.5
<br />3 , LITE
<br />21.00'x6300'
<br />2 P'Oducl anchors shop be as Bsled and spoced as shown on details Anchor
<br />21.D0” x 63.00°
<br />GI
<br />embbdmanl to boss rnafertol shotl be beyond w011 dressing of stucco.
<br />O
<br />OUTSWING
<br />3. when used In areas ,aquin'ng wind borne debris prolei lilis product Is
<br />FULL WE
<br />21 00° x 79 DO"
<br />requkad to be proles ed w on Irnpodl reslsfonf co, wing that complies
<br />3;'4 LITE
<br />21 00' x 63 DO'
<br />with Sac Non 1669.1 2 0( the 2007 FBC,
<br />�
<br />FRAME ANCN Rlry
<br />4 For 2x stud framing cooslir Ilion, onchoring of It 11 1 shoe be Ire carne
<br />-37.5
<br />as that sham for 2x buck rrl0sonr`f corulruclion
<br />1
<br />!. I
<br />_ fib 1,
<br />9; 27)
<br />LA TC H d Df A050(T DEl .1A
<br />0
<br />O
<br />5. Sae cord iOru filial deviate Irom the deldls of Iris drawing requite lurlher
<br />engineerfng Orafysls by a licensed engineer or reglslared architect.
<br />put LITE
<br />J/1 ll(
<br />� fi r€
<br />�1t1�Ifi= - �
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<br />LE51Gii PREiSURE
<br />/p SF�
<br />3E I Y 6 ag
<br />3
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<br />arcs a os , ec hors
<br />_,
<br />TYPE;-
<br />5
<br />_
<br />Buck and frorne o h 'n^ x
<br />nc on r 2 buck moscn cons n;clion
<br />AO�LT7l'8 :J
<br />IYfGAT!.'.
<br />Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron
<br />-
<br />3gz3.:
<br />50 al m g
<br />atar 06, icring debt 3 cgrrponenis
<br />INSWING
<br />74 x _ - W ,
<br />x
<br />FULL LITE
<br />21.00 x 19. Do'
<br />+$0.0
<br />+37,5
<br />-37.5
<br />3 , LITE
<br />21.00'x6300'
<br />95
<br />21.D0” x 63.00°
<br />GI
<br />+37,5
<br />+37.5
<br />-37.5
<br />OUTSWING
<br />74 Tor
<br />A
<br />FULL WE
<br />21 00° x 79 DO"
<br />-37.5
<br />3;'4 LITE
<br />21 00' x 63 DO'
<br />�o
<br />96 arm
<br />FRAME ANCN Rlry
<br />+37.5
<br />-37.5
<br />O
<br />0
<br />a:
<br />�
<br />5. Sae cord iOru filial deviate Irom the deldls of Iris drawing requite lurlher
<br />engineerfng Orafysls by a licensed engineer or reglslared architect.
<br />put LITE
<br />J/1 ll(
<br />� fi r€
<br />�1t1�Ifi= - �
<br />- .s' �t ? - E
<br />{ T"
<br />LE51Gii PREiSURE
<br />/p SF�
<br />3E I Y 6 ag
<br />3
<br />J
<br />arcs a os , ec hors
<br />_,
<br />TYPE;-
<br />5
<br />_
<br />Buck and frorne o h 'n^ x
<br />nc on r 2 buck moscn cons n;clion
<br />AO�LT7l'8 :J
<br />IYfGAT!.'.
<br />Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron
<br />-
<br />3gz3.:
<br />50 al m g
<br />atar 06, icring debt 3 cgrrponenis
<br />INSWING
<br />74 x _ - W ,
<br />x
<br />FULL LITE
<br />21.00 x 19. Do'
<br />+$0.0
<br />+37,5
<br />-37.5
<br />3 , LITE
<br />21.00'x6300'
<br />95
<br />21.D0” x 63.00°
<br />GI
<br />+37,5
<br />+37.5
<br />-37.5
<br />OUTSWING
<br />74 Tor
<br />A
<br />FULL WE
<br />21 00° x 79 DO"
<br />-37.5
<br />3;'4 LITE
<br />21 00' x 63 DO'
<br />�o
<br />96 arm
<br />FRAME ANCN Rlry
<br />+37.5
<br />-37.5
<br />o`
<br />i
<br />o t 9 25 De
<br />NTS.
<br />arc. en JK
<br />as an LFS
<br />ti% NAN YA PLASTICS CORP. j
<br />PLASTPRO INC.
<br />9 PEACH TREE HILL ROAD �57s' era Da j
<br />LiVtNGSTON, NEW JERSEY 07039 RAN EL w1Dn it �¢�
<br />��s °�
<br />PH 800- 779 -0561 FAX: 973 - 753 4001 P
<br />DISTINCTION SERIES
<br />3'0" x 6 8 OPAQUE FIBERGLASS DOOR u� -
<br />w
<br />INSWING ING /OUTS WING y
<br />1 THIS PRODUCT H.AS BEEN EYaLWTED AND rs IN COUP LSA,vCE wlTn TAE
<br />FLORIDA BUILDING CODE EXCLVOklG Pr +E "HIGH IELOCIT`T HURRICAnE -C
<br />g
<br />ZONE'. �
<br />z
<br />T RR-T✓ al DUCi ANCHORS B . EDI BE TO 1 5 LISTED AND 5 °ACED AS SICOS'N ON `� `! —� l i �- �
<br />a
<br />ANC E 3EOfd EN 0 BASE Ma RSA
<br />E L s A
<br />L -L BE aErorlD �
<br />w:A;.L DRESSING OR STUCCO.
<br />3 1,HEN USED IN WIND -BORNE DEBRIS REGIONS nits PRoD !
<br />COURLIES 'KITH SECTION 1609.1.4 OF THE FLORIDA RuILD CODE AS
<br />AN hIIFACi RESISTANT PRODUCT AND DOES NOT REOUIRE THE USE OF
<br />AN EXTERNAL IMPACT RESISTANT COVERING THIS PRODUCT DOES NOT LLLL
<br />MEET THE REIDUI RENENTS FDR ENFLANCED RRDTECTIGN OF ESSENTIAL
<br />FACILITIES AS DEFINED i ASTM E1996.
<br />4 FOR 2x SrUD FRAMING CONSTRUCTION, A•NCHGRING OF Th'E5E UNITS
<br />SHALL BE THE SANE AS TlAT SHOWN FOR 2X BUCK MASONRY
<br />CONSTRUCTION.
<br />CONDITIONS NOT COVERED BY THIS DRAWING ARE 6r7GLE ORAaoF DOOR
<br />SUBJECT TO F1.'RTNER ENGINEERING ANALY
<br />�I
<br />TA3 CF CONTENTS --
<br />z
<br />U`.ERAL'.
<br />SHEET DES CRIPTION FRal.IE DESIGN PRESSLRE (PSF)
<br />0 DESIGN PRESSURES & GENERAL JCT I.RE OtnIEN40ry RGSITI`,'£ NEGai ".E :i
<br />P.'PICAL ELEVaT! N, / /05
<br />HORIZONTAL 3 VERTICAL CROSS SECTIONS -- sum :v.i 5.
<br />3 BUCK 4 FRAME 4VCNORIPM INSh't!C 7 5u 92 0G' +65 , -70 C 1 owe n. AEU
<br />4 — j YLL OF k4ATERIALS § COMPONENTS �Ju TS N1 .v 37 5:' 8037' +550 -650
<br />sN�
<br />NAN YA PLASTICS CORP.
<br />PLASTPRO INC. �w I
<br />9 PEAaH TREE tiILL R050
<br />.c ve..leRSE�oTOS: ��� �
<br />]'60 - ngaz O,E9a[t- 31 of ^
<br />DISTINCTION SERIES r Fit , 8r110IH
<br />GLAZED FIBERGLASS DOOR
<br />INSWING ,l OUTSWiNG
<br />2
<br />GENERAs NOTES
<br />1 this producl has been e- ofuuled and r con I- „ c,ce ..iln 11 �e 407 Fiouda B.,rIU g Ccae
<br />'=BC1;IVciUr3 l Iigv ram eNs exc Lding it e "High VelocirF H, afore T ore' fH'.--I,) f 3
<br />< <
<br />2 P'oducl on snarl ce as listed Ina ,DOCad ds charm or de Lois. An._nx an Ic
<br />Doss m ^lsno +snow Ce be yard wall re;,i a sfLcco
<br />z z
<br />1. 'Whet v ed r areas rap Urirg „irro bare deG{s pa'ec'on Iris orodvcl a regwrea Ic be
<br />prnlecred ,. d r, ar r•pa I:esslo rl cc'edng th -� comore, Ili Sectin, t,yU5 1 2 If the 2p0'
<br />IBC
<br />4. fat J stud raminQ co'64%411or, onanp'Ing 0 Ihe5e uNls ;poll cis the soma as , not SIC —
<br />for 2x buck masonry consirl-clion.
<br />S Site cordil'Ons trot deviole Irom Ire Belo li or Iris dm'..;nq :aqul,e ILn -er engl ^earin -?
<br />onclvsis by d roamed eng'reer,x legisiered ororilecl
<br />tA51 Of CONTENTS
<br />!h'EET 1 DESC EiP .lON
<br />01 EPIl
<br />lype alcvefr,x, dcsigr pr cs;uros. A genefd nobs
<br />1? �tY
<br />2
<br />3
<br />Dax po'el defols
<br />HafQ�rtar SASS SeCllanS
<br />3E I Y 6 ag
<br />3
<br />J
<br />arcs a os , ec hors
<br />_,
<br />TYPE;-
<br />5
<br />_
<br />Buck and frorne o h 'n^ x
<br />nc on r 2 buck moscn cons n;clion
<br />P4S1J;?yE
<br />6
<br />Hcme art: 01r-g. IY br,ck raasorry con5lr,cfron
<br />-
<br />�lr�1EN57QIJ
<br />50 al m g
<br />atar 06, icring debt 3 cgrrponenis
<br />IN PNING
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<br />13
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<br />2
<br />BUC
<br />6
<br />AASON'RT
<br />J II OPENND
<br />5 I
<br />HINGE 01
<br />HINGES (3) LOCATED 0 9 46 - ,
<br />40,71' AND 71.465” FROM TOP
<br />OF f'q AME TO CENTER LINE
<br />OF I,rvGE
<br />BUCK ANCHORIN^
<br />_f
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<br />L
<br />8"
<br />1
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<br />01 EPIl
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<br />3E I Y 6 ag
<br />3
<br />.,
<br />'$.- DlMEN31UtJ- `
<br />= DLO...• a
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<br />TYPE;-
<br />INSi4LLAilON
<br />P4S1J;?yE
<br />1y €,SAT�Xf'
<br />.
<br />�lr�1EN57QIJ
<br />IN PNING
<br />37 50' x 82 00"
<br />21.00' x 63 DO'
<br />Gt
<br />+$0.0
<br />-50
<br />OUiS1"ANO
<br />37.50 ' x8050'
<br />21.00'x6300'
<br />460.0
<br />•60.0
<br />�
<br />o
<br />X�
<br />Nc
<br />n o
<br />13
<br />t,
<br />1
<br />S.T�3ixE�IE PET9Jt
<br />2
<br />BUC
<br />6
<br />AASON'RT
<br />J II OPENND
<br />5 I
<br />HINGE 01
<br />HINGES (3) LOCATED 0 9 46 - ,
<br />40,71' AND 71.465” FROM TOP
<br />OF f'q AME TO CENTER LINE
<br />OF I,rvGE
<br />BUCK ANCHORIN^
<br />_f
<br />z
<br />L
<br />8"
<br />1
<br />1
<br />J
<br />G�e�1 F
<br />i s f,
<br />a 'I
<br />%
<br />U
<br />JI
<br />NOTES
<br />1 .7,'16' TA,PCONS REOLnRE 4 wNIMUM 2” CLEARq,NCE TO M460N'Ry EDGES AND A awl! r
<br />ALN 2 -I CL£ARavCE TC AD..ACENT T4�CO:�S
<br />2 1,'4 TAPCONS REDUIRE A suN1,Muf, 2 -1i2" CLE+RA:NCE TO MASONRY EDGES AND 4 MINIM s
<br />1M - CL E4RA VC£ IC' 4OiaOENr r4 =�O•;S
<br />3 WHEN At CHORr16 DOOR FRAA,E UTILIZING A Ix BACK THEN ITEM 15 iS SUSSFITL'TEO wITH ITEM 13C (s.'r' s 3 -3-'1 ELCO avCw04i
<br />THE OUANTITY AND S"ACIND OF avCHORS DOES NOT C SEE NOTE 2.
<br />scA t
<br />DwA. I
<br />CnK !
<br />on.M„
<br />4' -.1
<br />MASONS
<br />OPE "u N,
<br />2x BUCK
<br />i C 2
<br />— T 9 ome and; or srM'egvfre a minimum 2� I!2" cleoronce ro masonry edgas. a � 1 _ [C2 T 71, DEl AAX M <.SOrIRI. fYP HEAG d• h OnENING J I 7 L d 1, Yb
<br />j I LATCH 1 N 4L1OtT CfTAu 4
<br />- T R4rnE- ASIRAGAL 3
<br />SHOWN FOR �1
<br />REf EREr:CE - I _1
<br />�i ONtF f z
<br />2% BUCK K ,
<br />F") SEEr:0
<br />( I SEE NOTE 2
<br />0.
<br />SEE DETA \/ 10
<br />L- t
<br />II �I11
<br />a a
<br />BU CK ANCHOUN3 JWN f JAM I f[A.ME ANCHORING AS'kA3At 5fRIKf 14M1 HINGE DfiAll
<br />A�asonry 2X buck conslrvclson
<br />rJ_�TES'
<br />1. 114 Elco concrete screw's onchonng 2x buck require a minimum I "deoruoce b mosorry edges a I Ii 4" A
<br />TTT
<br />minimum ambecimant and a minimum 4" clearance to adjacent concrete screws. SubslllvUon OI aqL -oi I
<br />concrete screws hom d different supplier may ""�9 diHsrenl edge distance Ond cen;ar distance
<br />rPg0remenh. Co eV- 5c locations at the comers and OI ostrogol tocolion4 troy be od)usled to rnar,ryn
<br />he minimum edge d, ice la mort ar joints. If cancers screw locof ors noted or MAX. ON CENTER" mus • be s j
<br />Odjus ed to mointam the minimum adgs distance ro mori Or joints, addrlo.rol concrete scre - noY be Ip
<br />aq. trad l0 ensure Ilia maam T on ca'tler dme-slon 6 not exceeded.
<br />2 sa < "Ins' danere`e as one'? it h DETAIL E
<br />,
<br />1 1, 4 minimum embedment and a minimum 3 ' cleoronce to odjocenl concrete screws, Svb;lirufion of equal SEE MOTE 3�Q1 J
<br />oncrate sere s om a di start suppiiar rno have diHerenf edge distance and center distance GLEE NCIE 2 CI
<br />Concrete ice, IocaH ens of the comers and of os frogGi locoh'ons rno y be ro moinlDin
<br />e vl emanls. r f s QI
<br />q odL fad r �
<br />Ile minimum edge als!anca to moriarjoinfs. If concrete stew locations noted as 'MAX. ON CENTER must be d
<br />adjusted to molnloin the minimum edga dislonca to morlor Joinh, addifionoi concrete sere-.-, may be --e O z
<br />required IO ensure Ilia ,maximum on center dimension is not exceeded.
<br />art: 9 /e'S, /G6
<br />3 3/Ib" IR"2 concrete sc-e ws anchoring Noma ondror slE raqu6 - e o minimum 2 -5 /B "' clearance fo moso, g_ �' r 3 � A sc'+i' N. is_
<br />o 11;4" rttinimum embedmanl and o minimum 2 -I/4" da Drones 70 odjoc e,nl concrels screws unless olharwiss SEE NO'E 3I N I � SEE NOTE 2
<br />noted by cone - e!a sera'w manulaerursr `i aac. 9n Lf5
<br />Inswirq cxFpurolio^ OLaswing coni�gaa!io^ _
<br />4 "� 1—
<br />1
<br />T
<br />IZ ��7 R W Consultants, Inc.
<br />Consulting and EnDmeerulg Set x ices rot the Budding lndustr_s
<br />P 0 Bo, 230 Nalrlco FL 33595 Phone 8)3 659 4197 Facaimite 613 7 54 oo89
<br />Florida Boar) of Pefessionei Engineers Ccrtilicoic of Awho ization Nn u813
<br />Product Evahiation Report
<br />Report No FL-4 I
<br />Date Sepletnber 10, 7008
<br />J
<br />Product � ate �
<br />_ol. E\reliot Duos
<br />oJL sub- cO[egot S„ inging 1-0el cot Dn01 1s5, lmblies
<br />Product Name. Distinction Setiec Fiberglass Doot Ins ing'Outsoiiig
<br />�lanufecrurer: Nan l a Plastics Celpc
<br />PlEi Inc
<br />9 Peach free Hill Road
<br />Livingston, NI 07039
<br />Phone, 300 -1 ' 7 9 11561 Facsinl le ) 7 �8 J001
<br />Scope, This is a Product Evaluation report issued b1 R 1b' Bulldlne CCMSLlltanr5, Inc, and L3 radon F
<br />Schmidt, P E. (S)/S(ent ID 4 1998) fol Nan1'a Plastics C oration, Plaslpro Inc based on Rule
<br />Chapter No 9B -72 070, Method i d of the State of Floe ida Product Approval, Depaftment of
<br />Conlnlunitq Affairs Florida Rlid,ling Commission
<br />R BtliIdink CC 115111tanIS and Lyndon P Schn11dit P E do not hale nor will acquire iivanci3
<br />interest in the company manufactul ing or distri hut ine the product of in any other en( it) in of ed
<br />in d)e appro plecess of (I)e produce name,.; herein.
<br />This product has been evalualed for use in locations adhl iillg to the Florida Building Code (21 ?6
<br />Edition
<br />See US- ing No FL -4760, 1 prepared b) R \,k Building CCIISUIMWS, Ina. and 5i2ned end eafieL1
<br />h; LvIlJon F Schmidt, P G (FL N 43400 paIF,IIC ls.
<br />I_rndon P. Schmidt. F' E.
<br />FL No 41409
<br />Septenlhcl 30, 20119
<br />L ndfatious
<br />This produU lies been eAalua(ed and IS in cunlpliEl iAith the 2007 Florida Buildinne Code IFBC 1
<br />shuc ill] al requirements e,v'cluding the "High y elocit\ i Ill iicalle Zone" (iiVHz)
<br />2 Product anch,Jrs shall be as lis(ed and Spaced as �hoNC n on derails. > IIC1101 embedment t fi baSc
<br />material shall be bey011d gall dressing Of s(ueco,
<br />N' hef
<br />used h
<br />n ar°
<br />LB, ,
<br />Ie ;
<br />Ind -
<br />k, lLrne , 7 ,
<br />9 -lets
<br />_ 5 .I� (e�[Il I l
<br />l U 1 r
<br />s - oduct c l 1 i , ,I
<br />I OT I es h yr,
<br />P
<br />l Setitll
<br />_ p
<br />1
<br />L 7
<br />_ of the
<br />I BC and e n ot S n. e� I I , r
<br />1 1 e an tn1 .
<br />to a 1( L I �c ,
<br />� � el l l 'r r'
<br />ThL �U lY G r
<br />I � n ,l I .et rsu ik
<br />_ I- _ � S e
<br />e�dl D" and 1_ludes N'ind Zone 4 as delineG to �SIM Eloo
<br />J c
<br />Fr.I 2a _tad
<br />framing construction, anch,,li[to of [here units shall be the salve as [hat sho`,,n tai
<br />Luch masonry consu�ction
<br />Site condif to, Is That deviate tii,nt the details of ill is dla„ ill e 1egclire further engi nee( ill e anal sly b�
<br />a licensed en�ineel or registered architec(
<br />h. See Diaiting a FL 4760 1 fnl size and design pressure ratil
<br />Lyndon F. Schmidt. P E
<br />FL No. 43409
<br />Sept >InN7I 30, 2008
<br />Supporting Documents
<br />'� Dia,x'Illiv
<br />I Elf aIN ing Na. FL -4760, 1 titled Distinction Series Opaque Fiberglass Door Ins�A ing '
<br />Outstc ing - 'Impact" prep'aieci by R W Building Consultants, Inc, (Florida Boar d of
<br />Professional Engineers Celtificafe of Authorization No 9813), signed and sealed b)
<br />Li radon F Schmidt. P E.
<br />B I esf
<br />Testingper AS rht E330 -02, ASYNI 1 1886 02 and,1STM E199h 02 as pet for f ed bt
<br />Testing Evaluation Laboratories. Inc and repotted in test report nunlbei 2004 -07 -13 -010.
<br />itnessed by Wendell W HEU1ey, P E
<br />2 Testing per ASTNI 1,330 -02, ASTM E1886 -02 and ASTN1 E1996 -02 as p erformed h�
<br />Testing
<br />Labl a
<br />t tortes. Inc. al d r c ,
<br />g 1 e>orted in 1 , 7. r'
<br />j e - I1el., It number 2004- 09- .4 -0_9.
<br />M itnessed by Wendell W Haver- P E.
<br />C Calculations
<br />Anchor analysis for loading conditions. prepared, signed and sealed b) Lyndon F Schtiiil. ,
<br />PE
<br />D �[hBl
<br />L C•eitiflcate of Participation issued by National Accreditation ?,, Management Institute, file .
<br />celtifi ing that Nan Ya Plastics C orpuration, Plastpro Inc. is manufacturing Products �rsahim
<br />a qualih' assurance prnglanl that complies w ith IS011i 17020 and Guide 53.
<br />L�odon F. 9chnlidt. 1' 1?
<br />1 L No 43409
<br />SePfcml)er 30, 2008
<br />4�F
<br />U z Ln
<br />Z 19 m
<br />0 Ln
<br />o 0
<br />0 IN
<br />Ln V� ? -i fu
<br />O LL n
<br />D Ul
<br />® FEEM u
<br />O M
<br />� w "
<br />Z w
<br />0 a
<br />D
<br />Q �N
<br />m
<br />N
<br />Z �N
<br />W Um
<br />0 J Lu
<br />CD LL
<br />lL
<br />m0
<br />�Yrlir
<br />Wr
<br />3/4 Lilt
<br />\ -
<br />E1'Cx
<br />b W�2X BUCk
<br />�
<br />INSi4LLAilON
<br />TA BUCK
<br />1NST4LLAnON
<br />P HEAD 4
<br />JA,11aS
<br />DOOR
<br />F R.AI.IE
<br />SEE NOTE 3
<br />MASO
<br />0 °Eve „ G
<br />z
<br />L
<br />,
<br />Of
<br />Of
<br />S
<br />�o
<br />FRAME ANCN Rlry
<br />NOTES
<br />1 .7,'16' TA,PCONS REOLnRE 4 wNIMUM 2” CLEARq,NCE TO M460N'Ry EDGES AND A awl! r
<br />ALN 2 -I CL£ARavCE TC AD..ACENT T4�CO:�S
<br />2 1,'4 TAPCONS REDUIRE A suN1,Muf, 2 -1i2" CLE+RA:NCE TO MASONRY EDGES AND 4 MINIM s
<br />1M - CL E4RA VC£ IC' 4OiaOENr r4 =�O•;S
<br />3 WHEN At CHORr16 DOOR FRAA,E UTILIZING A Ix BACK THEN ITEM 15 iS SUSSFITL'TEO wITH ITEM 13C (s.'r' s 3 -3-'1 ELCO avCw04i
<br />THE OUANTITY AND S"ACIND OF avCHORS DOES NOT C SEE NOTE 2.
<br />scA t
<br />DwA. I
<br />CnK !
<br />on.M„
<br />4' -.1
<br />MASONS
<br />OPE "u N,
<br />2x BUCK
<br />i C 2
<br />— T 9 ome and; or srM'egvfre a minimum 2� I!2" cleoronce ro masonry edgas. a � 1 _ [C2 T 71, DEl AAX M <.SOrIRI. fYP HEAG d• h OnENING J I 7 L d 1, Yb
<br />j I LATCH 1 N 4L1OtT CfTAu 4
<br />- T R4rnE- ASIRAGAL 3
<br />SHOWN FOR �1
<br />REf EREr:CE - I _1
<br />�i ONtF f z
<br />2% BUCK K ,
<br />F") SEEr:0
<br />( I SEE NOTE 2
<br />0.
<br />SEE DETA \/ 10
<br />L- t
<br />II �I11
<br />a a
<br />BU CK ANCHOUN3 JWN f JAM I f[A.ME ANCHORING AS'kA3At 5fRIKf 14M1 HINGE DfiAll
<br />A�asonry 2X buck conslrvclson
<br />rJ_�TES'
<br />1. 114 Elco concrete screw's onchonng 2x buck require a minimum I "deoruoce b mosorry edges a I Ii 4" A
<br />TTT
<br />minimum ambecimant and a minimum 4" clearance to adjacent concrete screws. SubslllvUon OI aqL -oi I
<br />concrete screws hom d different supplier may ""�9 diHsrenl edge distance Ond cen;ar distance
<br />rPg0remenh. Co eV- 5c locations at the comers and OI ostrogol tocolion4 troy be od)usled to rnar,ryn
<br />he minimum edge d, ice la mort ar joints. If cancers screw locof ors noted or MAX. ON CENTER" mus • be s j
<br />Odjus ed to mointam the minimum adgs distance ro mori Or joints, addrlo.rol concrete scre - noY be Ip
<br />aq. trad l0 ensure Ilia maam T on ca'tler dme-slon 6 not exceeded.
<br />2 sa < "Ins' danere`e as one'? it h DETAIL E
<br />,
<br />1 1, 4 minimum embedment and a minimum 3 ' cleoronce to odjocenl concrete screws, Svb;lirufion of equal SEE MOTE 3�Q1 J
<br />oncrate sere s om a di start suppiiar rno have diHerenf edge distance and center distance GLEE NCIE 2 CI
<br />Concrete ice, IocaH ens of the comers and of os frogGi locoh'ons rno y be ro moinlDin
<br />e vl emanls. r f s QI
<br />q odL fad r �
<br />Ile minimum edge als!anca to moriarjoinfs. If concrete stew locations noted as 'MAX. ON CENTER must be d
<br />adjusted to molnloin the minimum edga dislonca to morlor Joinh, addifionoi concrete sere-.-, may be --e O z
<br />required IO ensure Ilia ,maximum on center dimension is not exceeded.
<br />art: 9 /e'S, /G6
<br />3 3/Ib" IR"2 concrete sc-e ws anchoring Noma ondror slE raqu6 - e o minimum 2 -5 /B "' clearance fo moso, g_ �' r 3 � A sc'+i' N. is_
<br />o 11;4" rttinimum embedmanl and o minimum 2 -I/4" da Drones 70 odjoc e,nl concrels screws unless olharwiss SEE NO'E 3I N I � SEE NOTE 2
<br />noted by cone - e!a sera'w manulaerursr `i aac. 9n Lf5
<br />Inswirq cxFpurolio^ OLaswing coni�gaa!io^ _
<br />4 "� 1—
<br />1
<br />T
<br />IZ ��7 R W Consultants, Inc.
<br />Consulting and EnDmeerulg Set x ices rot the Budding lndustr_s
<br />P 0 Bo, 230 Nalrlco FL 33595 Phone 8)3 659 4197 Facaimite 613 7 54 oo89
<br />Florida Boar) of Pefessionei Engineers Ccrtilicoic of Awho ization Nn u813
<br />Product Evahiation Report
<br />Report No FL-4 I
<br />Date Sepletnber 10, 7008
<br />J
<br />Product � ate �
<br />_ol. E\reliot Duos
<br />oJL sub- cO[egot S„ inging 1-0el cot Dn01 1s5, lmblies
<br />Product Name. Distinction Setiec Fiberglass Doot Ins ing'Outsoiiig
<br />�lanufecrurer: Nan l a Plastics Celpc
<br />PlEi Inc
<br />9 Peach free Hill Road
<br />Livingston, NI 07039
<br />Phone, 300 -1 ' 7 9 11561 Facsinl le ) 7 �8 J001
<br />Scope, This is a Product Evaluation report issued b1 R 1b' Bulldlne CCMSLlltanr5, Inc, and L3 radon F
<br />Schmidt, P E. (S)/S(ent ID 4 1998) fol Nan1'a Plastics C oration, Plaslpro Inc based on Rule
<br />Chapter No 9B -72 070, Method i d of the State of Floe ida Product Approval, Depaftment of
<br />Conlnlunitq Affairs Florida Rlid,ling Commission
<br />R BtliIdink CC 115111tanIS and Lyndon P Schn11dit P E do not hale nor will acquire iivanci3
<br />interest in the company manufactul ing or distri hut ine the product of in any other en( it) in of ed
<br />in d)e appro plecess of (I)e produce name,.; herein.
<br />This product has been evalualed for use in locations adhl iillg to the Florida Building Code (21 ?6
<br />Edition
<br />See US- ing No FL -4760, 1 prepared b) R \,k Building CCIISUIMWS, Ina. and 5i2ned end eafieL1
<br />h; LvIlJon F Schmidt, P G (FL N 43400 paIF,IIC ls.
<br />I_rndon P. Schmidt. F' E.
<br />FL No 41409
<br />Septenlhcl 30, 20119
<br />L ndfatious
<br />This produU lies been eAalua(ed and IS in cunlpliEl iAith the 2007 Florida Buildinne Code IFBC 1
<br />shuc ill] al requirements e,v'cluding the "High y elocit\ i Ill iicalle Zone" (iiVHz)
<br />2 Product anch,Jrs shall be as lis(ed and Spaced as �hoNC n on derails. > IIC1101 embedment t fi baSc
<br />material shall be bey011d gall dressing Of s(ueco,
<br />N' hef
<br />used h
<br />n ar°
<br />LB, ,
<br />Ie ;
<br />Ind -
<br />k, lLrne , 7 ,
<br />9 -lets
<br />_ 5 .I� (e�[Il I l
<br />l U 1 r
<br />s - oduct c l 1 i , ,I
<br />I OT I es h yr,
<br />P
<br />l Setitll
<br />_ p
<br />1
<br />L 7
<br />_ of the
<br />I BC and e n ot S n. e� I I , r
<br />1 1 e an tn1 .
<br />to a 1( L I �c ,
<br />� � el l l 'r r'
<br />ThL �U lY G r
<br />I � n ,l I .et rsu ik
<br />_ I- _ � S e
<br />e�dl D" and 1_ludes N'ind Zone 4 as delineG to �SIM Eloo
<br />J c
<br />Fr.I 2a _tad
<br />framing construction, anch,,li[to of [here units shall be the salve as [hat sho`,,n tai
<br />Luch masonry consu�ction
<br />Site condif to, Is That deviate tii,nt the details of ill is dla„ ill e 1egclire further engi nee( ill e anal sly b�
<br />a licensed en�ineel or registered architec(
<br />h. See Diaiting a FL 4760 1 fnl size and design pressure ratil
<br />Lyndon F. Schmidt. P E
<br />FL No. 43409
<br />Sept >InN7I 30, 2008
<br />Supporting Documents
<br />'� Dia,x'Illiv
<br />I Elf aIN ing Na. FL -4760, 1 titled Distinction Series Opaque Fiberglass Door Ins�A ing '
<br />Outstc ing - 'Impact" prep'aieci by R W Building Consultants, Inc, (Florida Boar d of
<br />Professional Engineers Celtificafe of Authorization No 9813), signed and sealed b)
<br />Li radon F Schmidt. P E.
<br />B I esf
<br />Testingper AS rht E330 -02, ASYNI 1 1886 02 and,1STM E199h 02 as pet for f ed bt
<br />Testing Evaluation Laboratories. Inc and repotted in test report nunlbei 2004 -07 -13 -010.
<br />itnessed by Wendell W HEU1ey, P E
<br />2 Testing per ASTNI 1,330 -02, ASTM E1886 -02 and ASTN1 E1996 -02 as p erformed h�
<br />Testing
<br />Labl a
<br />t tortes. Inc. al d r c ,
<br />g 1 e>orted in 1 , 7. r'
<br />j e - I1el., It number 2004- 09- .4 -0_9.
<br />M itnessed by Wendell W Haver- P E.
<br />C Calculations
<br />Anchor analysis for loading conditions. prepared, signed and sealed b) Lyndon F Schtiiil. ,
<br />PE
<br />D �[hBl
<br />L C•eitiflcate of Participation issued by National Accreditation ?,, Management Institute, file .
<br />celtifi ing that Nan Ya Plastics C orpuration, Plastpro Inc. is manufacturing Products �rsahim
<br />a qualih' assurance prnglanl that complies w ith IS011i 17020 and Guide 53.
<br />L�odon F. 9chnlidt. 1' 1?
<br />1 L No 43409
<br />SePfcml)er 30, 2008
<br />4�F
<br />U z Ln
<br />Z 19 m
<br />0 Ln
<br />o 0
<br />0 IN
<br />Ln V� ? -i fu
<br />O LL n
<br />D Ul
<br />® FEEM u
<br />O M
<br />� w "
<br />Z w
<br />0 a
<br />D
<br />Q �N
<br />m
<br />N
<br />Z �N
<br />W Um
<br />0 J Lu
<br />CD LL
<br />lL
<br />m0
<br />�Yrlir
<br />Wr
<br />3/4 Lilt
<br />
|