|
<*:> NAN YA PLASTICS CORP.
<br />PLASTPRO INC.
<br />I PFACH TPIEE HILL ROAD
<br />LIVINGSTON. NOW JERSEY 07039
<br />DISTINCTION SERIES
<br />INSWING / OUTSWING
<br />OPAQUE FIBERGLASS DOOR
<br />GENERAL NOIE
<br />Hunicano Zone"IHVHZ),
<br />INS product has been ovokialed and K in compliance with the 2007 Florida
<br />BuRcAng Code IFBCI sinucliral requirements excluding the Ifigh velocity
<br />2. Product anchors shall be at listed and spaced as shown on clefolls. Anchor
<br />embedment to boss niolerrial shelf be beyond woll dressing or stucco.
<br />3.
<br />When used in areas requiting wind borne debits protection INS product
<br />complIes With Section 1609.1.2 of the FIC and does not recivilto art Impac I
<br />resisloril coyering, The product meet$ missile lovel"Vand Inc udes Wind
<br />ton* 4 as defined In ASTIA 11996.
<br />4. Fo, 2x stud framing Construction, anchoring at these units sholl be The Some
<br />at that shown for 2x buck masonry construction.
<br />Silo condillons that deviate from the detolls of this drowing require father
<br />engineeft analysis by a licensed engineer or registered architect,
<br />TIULII of colimi'm
<br />Offer is DISCAPTION
<br />Pressures, & slowd notes
<br />Hortionlal crou seclian;
<br />3
<br />4 Yorker cross sections
<br />$ SuCkandfrolneonehod WXbuckIIII1143nniconshiction
<br />6 liforne archorlirig - IX buick construct Ph
<br />7 ornaments -71
<br />1111 of rnalletials & c 7
<br />11,50'MAX OVERA11
<br />FRAMEWIDTH
<br />NAN YA PLASTICS CORP.
<br />PLASTPRO INC.
<br />it PEACH TARN "ILL ACIAD
<br />LiViNOISTON. NEW .1111ASITY 070$0
<br />1751 MAX 1`)VFRAI, r 37,MT'MAY.. OY=R Ml,
<br />FRAME IV DIH IRAME WICT`11
<br />DISTINCTION SERIES T
<br />GLAZED FIBERGLASS DOOR
<br />IINSWING / OUTSWING
<br />Q
<br />aLftERAk N2!JS
<br />I This 0 cclucl has been evOlvolild OTIO S O'compflonce wifh tie 20,17 Avidc Ifuld -fj Code
<br />cxcwing Ih*'I-K9h Velazily WrTica,ite lore" IHVHZ:.
<br />2. ftOdvcl anchor$ shol " as isled ancl spaced OS $hO,Vn 01) Cof0illi. Ancho, embedment to
<br />base TolorlOf INA be beyond war dessing at st.-cco
<br />3 When usec in creris iisclulin; Wind bar,)* debris protcclior it% product Is required to oe
<br />protected Alh o- Iripocl resistant Covering Ihcf cornpit 10111 $0001, 1609.1.2 of fit* 2007
<br />FOC
<br />4 Ftx N Stud framing constriction. anchoring a'lheto unit shoo be the Sulliv Lh Oci Show
<br />lo, 2x buck MOSOr KV CCofiffLOH011.
<br />5 Site conditions Thai oeyiole from the clotoRs cl His dto, Ina risouire lufthei onaineerino
<br />TAIlli Of CONTENTS
<br />SHEET 8 DISCItf."
<br />jEcl 0 evasions. design isLines.
<br />2
<br />3 V1. X -1.
<br />_i�
<br />,ifea a= �
<br />0on,
<br />uI:k end fronit onr�cirl,
<br />choring - IX buck moso�y c
<br />_2H_TFIivn
<br />erioi;l cAmno details & cont; 1
<br />,Oni
<br />JVAS,)MR1
<br />OPENING
<br />2X Ow.
<br />3/4 ull
<br />:;��L
<br />MAME_
<br />V10A. lit,
<br />11L.O.
<br />0 ft.4SION
<br />Im
<br />y A!
<br />PPAIPM:7
<br />:!-,.So"
<br />FULL Lllf
<br />21.00" x 7f.00'
<br />+47.0
<br />-47.0
<br />IN$Wl
<br />3/4 Ulf
<br />211.00"). 63.00"
<br />G1
<br />+47,0
<br />-47.0
<br />-
<br />FULL LITE
<br />21.00" x 79,00"
<br />-
<br />+47.0
<br />-47.0
<br />OUTSWING
<br />3.?4 LITE
<br />21.00 D(I"
<br />:1:4EO
<br />47-0
<br />lrlg� 50"
<br />MASONI1,Y
<br />OPENING
<br />55
<br />& N.TS.
<br />ft JK
<br />ft UFS
<br />W,
<br />FL-6234.1
<br />I
<br />TIPA
<br />Is
<br />I
<br />IS
<br />TIP HEAD& A
<br />JAMP't
<br />HING19 OVA
<br />Nil
<br />A
<br />Ri 1
<br />4 14
<br />2X 50cf:
<br />F
<br />seli NOIE 2
<br />_.�64 , -
<br />LAFCil A DEAPtOIT DV�A
<br />. ......
<br />3TRIXI JAMI
<br />AINOIJAM11
<br />."Cionr; N N;.k C�rlfwclrlrl
<br />NOTES
<br />FRAM'
<br />ii-ir �&-,o corcieto screws anch,.wirr, 2xbuckroquke a minimurl v,cFeemonce, lonias�,,Iry edges. i 1-114'rninuni,,"n eMbedMe'll cp,j 0 4*'cI0Q1VI1t."P 10 voi0ce:11
<br />svpolier 1,10y hove differe,,if Frolger d0oncL
<br />concrete Screws. SuPstliullon of equal concrete sce.� train a different
<br />Of me Conlers ;,.Icy be odiusled to Mairliain the min;nIvn, Edge distance to p)OnorI,,7fn(s, It concrete scieve TOCQ�s(QIS,Int*-V o., kj,�,X. ON CENralit"musl Pe odiustea to maintco
<br />the edge dsionco lomortarloints. O.-f6tionalco,-,ci*efesc:v,.sn)ovbe,'ec-.vfeJ'00113ue off .. envo I is 9/1
<br />T's.
<br />2. s14'iTIv concrete sciewS 0I)Cho.-ing lto:,19 onolforstilrequirs omininium 2 1!2'clooraiicetomoscnrytcFges.-J I : 4
<br />fire,ent svLiplistinioy ha,& d3forenrl e,,jV& ji�lo;iL & �tld curilte- ds!uf-ce isquiternisots. Conciele scrv,, LF!
<br />Suostilutioll of equal COf%:r&I* Screw$ hoo. a di
<br />locallom of the comrs-S MOV be 00juSte.1 �'o rri�lnfOlr. the minimum edge difonce fc, nvoifo,joints. Pcorciele s.�,,e�locafions n.-,tec.' cis 'MAX. ON CENTER"must be adjusted
<br />mclnfzlki 1110 MiniMLIt"Odge diSlOnCC to mortor)oirf,5. additionolconctele $Crew$ �10� be iscruIrec to ensure vieax,mun, oo center dimension it nof is-Coocied.
<br />NAN YA PLASTICS CORP.
<br />PLASTPRO INC.
<br />EACH TREE HILL ROAD
<br />VINGSTION, NEW .111FISEY 07039
<br />74 00"MAX, OVERAU� FRAME WIDTH
<br />DISTINCTION SERIES
<br />GLAZED FIBERGLASS DOORS
<br />it
<br />INSWING OUTSWING
<br />OENERAL NOMS
<br />This Product has been evaluated and 4 In Compliance with the 2007 Florida
<br />building Code (FISC) Structural requirements excluding lhe'lligh velocity
<br />Hurilconis Zono'(HVHZI,
<br />2. Product anchor Shall be as bled and Spaced 03 shown on dololls. Anchor
<br />embedment to = material thall be beyond wall dressing at Stucco.
<br />3. When us of In areas requiring Wind bomer debits protection this product Is
<br />t9quired"10C be protected with an Impact resistant covering that complies
<br />With Section W.1.2 of the 2007 f6C.
<br />4. For 2x slud koming construclion. anchoring of these units share be the so"
<br />at that shown lot 2x buck mosonr constru ti
<br />0
<br />y.
<br />5. Site conciflo 4 that deviate from the details o(this dirowing require further
<br />OnginxIsSilinganotysit by 0 licensed Engineer or registered architect.
<br />FULL Utz
<br />3/4 UT1
<br />30
<br />1
<br />7*00"
<br />FULL UT111
<br />21.60- x 71.00"
<br />+37.5 -37.5
<br />INSWING
<br />X
<br />3/4 Urn!
<br />21,00 x63.00 -
<br />+37.5
<br />-37.5
<br />00"
<br />Gi
<br />74. or
<br />FULL fill
<br />21.00" x 7t.00"
<br />-
<br />+375
<br />37.6
<br />OUTSWING
<br />X
<br />1.00*1
<br />�+ 3 7.'S
<br />-37.5
<br />94 -Sty,
<br /><f> NAN YA PLASTICS CORP.
<br />PLASTPRO INC. 37�30" MAX, 0A
<br />FRAME WIDTH
<br />9 PEACH TREE HILL ROAD 35.75" MAX. 0 A.
<br />LIVINGSTON, NEW JERSEY 07039 PANEL WIDTH
<br />PH: 800-779 0561 FAX: 973-758-4001
<br />3`0" x 6'8" OPAQUE FIBERGLASS DOOR
<br />DISTINCTION SERIES FM I
<br />INSWING / OUTSWING
<br />QIENERAL 0
<br />I , THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE
<br />IFLORt A BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE X
<br />ZONE?
<br />2 PRODUC ANCHORS ShILL BE AS LISTED AND SPACED AS SHOWN ON
<br />DETAILS. ANCHOR EMBEDMENT 110 BASE MATERIAL SHALL BE BEYOND
<br />WALL DRESSING OR STUCCO.
<br />3. WHEN USED IN WINO-13ORNE DEBRIS REGIONS THIS PRODUCT
<br />COMPLIES WITH SECTION 1809.1.4 OF THE FLORIDA BUILDING CODE AS
<br />AN IMPACT RESISTANT PRODUCT AND DOES NOT REQUIRE THE USE OF
<br />AN EXTERNAL IMPACT RESISTANT COVERING. THIS PRODUCT DOES NOT
<br />MEET THE REQUIREMENTS FOR ENHANCED PROTECTION OF ESSENTIAL
<br />FACILITIES AS DEFINED IN ASTM 11995.
<br />4, FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS
<br />SRAU BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY'
<br />CONSTRUCTION. X
<br />5 CONDITIONS NOT COVERED BY THIS DRAWING ARE
<br />DOOR
<br />SUBJECT TO FURTHER ENGINEERING ANALYSIS,
<br />TABLE OF CONTENTS
<br />SHEET DESCRIPTION
<br />I TYPICAL ELINAMON, -DUION PRESSURES & GENERAL NOTES
<br />2 HORIZONTAL & VERTICAL CROSS SECTIONS
<br />3 BUCK & FRAME ANCHORING
<br />4 BILL OF MATERIALS & COMPONENTS
<br />ZI
<br />FRAME
<br />DIMENSION
<br />POSITIVE
<br />NEGATIVE 1
<br />INSWING
<br />137�50 62.00
<br />+85,0
<br />1 � �-7.2 1
<br />OUTSWING
<br />3 7.S0" x 80.37
<br />0
<br />__,0_]
<br />-65
<br />Is
<br />Pckb N,T.S.
<br />10m In: AEM 1
<br />NAN YA PLASTICS CORP.
<br />PLASTPRO INC.
<br />19 PEACH TREE HILL ROAD
<br />LIVINrSION, MEW-MASEY07029
<br />w
<br />r- 17,10� 11AX OV11,11L
<br />DISTINCTION SERIES FRAME WIDTH
<br />GLAZED FIBERGLASS DOOR
<br />INSWING OUTSWING
<br />GENERAL NOTES
<br />1. This ptociucl has been evolucled and Sari cornpiorice MIh Me 2007 Florida Building Cocle
<br />(F8CJ structural requ rernents exc uding 0-is "High Yelocity Hi-ritone Zone" IHVHZ),
<br />2. Prodt ct Onchors Short be as listed Cho paced 05 ShOwn On delais. Anchor embedment to
<br />bose'matenol ftll be beyond wall Dressing or stucco
<br />3, When used in areas reqLA(ing Wind borne debris protection INS Product is required to be
<br />protected with on imoo.-I rusiont covering that complies with Section 1609 1 2 of the 9.007
<br />FIC�
<br />4. For 2xslud framing construction. anchoring of these units Shot be themme as Ihol;hown
<br />lot 2x buck mosonry construction.
<br />5. Site cond1lions thol dayloits from the details of this drowng require furtner engiinearring
<br />analysis by a licensed engineer or registered archiled.
<br />TAAUF OF CONTINITS
<br />SHEET I DESCIFtION
<br />L
<br />I yp & of
<br />lo�Ron, dosigi or 2entird no os
<br />Door�a details
<br />3 Hottentot cross Sections
<br />4 yarliod cross so
<br />5 Duck and frame anchoring .2X buck Tit sonrY
<br />nstriction
<br />nents
<br />0
<br />IP
<br />INSWING
<br />37.30" x 82.00" 21.00" x 63,00"
<br />+50.0
<br />-50.0
<br />GI
<br />37.50"x80.50r' 21.00"xi!63.00"
<br />---
<br />+60.0
<br />-60.0
<br />OUTS G
<br />WIN
<br />4'
<br />a.
<br />4
<br />_T
<br />rl�
<br />0
<br />" - FASTENER FOP
<br />HEAD 9, JAMBS
<br />SEE NOTE I
<br />2X
<br />oucx
<br />D 31
<br />"ONRY
<br />OPENING
<br />HINGE OETAII
<br />HINGES (3) LOCATED@ 9.46-,
<br />40,7 1 " AND 71.965" FROM TOP
<br />OF FRAME TO CENTER LINE
<br />OF HINGE,
<br />E!UQK AtICHQRIN
<br />__T
<br />2A
<br />CK ... .....
<br />fill.,
<br />f 7--
<br />DOOR SEE NOTE 3
<br />FRAME
<br />kASONRY -
<br />OPENING
<br />EBME ANCHDRIN
<br />1 3116- TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUL, 2-1,14- CLEARANCE TO ADJACENT TAPCONS
<br />2. 1/4' TAPCONS REQUIRE A MINIMUM 2 -112- CLEARANCE TO MASONRY EDGES AND 4 MINIMUM 3" CLEARANCE TO ADJACENT TAPCONS.
<br />3 WHEN ANCHORING DOOR FRAME UTILIZING A IX BUCK THEN ITEM 15 IS SUBSTITUTED WM4 ITEM 130 (1,141, X 3-3,,'4- ELCO 4NC OR
<br />THE QUANTITY AND SPACING OF ANCHORS DOES NOT CHANGE. SEE NOTE 2�
<br />-00 4'
<br />is I
<br />u
<br />1 It I - -T-
<br />T -7 -208
<br />T
<br />SEE OEIAII
<br />-o
<br />T
<br />D� D
<br />P HE
<br />EA IYPI HEAD
<br />MMONRY MASONRY I
<br />& J'AMBS __T JAMBS 2�)
<br />OPENING SEE NOTE I OPENING
<br />11
<br />ASTRAGAL
<br />ASTRAGAL _T FRAME- SHOWN FOR
<br />2XBUCK- S'1OWN FOR REFERENCE
<br />REFERENCE ONLY
<br />ONLY I-T 4_
<br />Z
<br />2XBUCK SEE NVE 2
<br />SEE OITA SEE NOTE 2 10 10L
<br />lot
<br />it
<br />7,*
<br />- - - - - -
<br />MUCK ANCHORING HINGE JAM$ PRAM ASTRARaLl "M jAM1
<br />Mosonty 2X
<br />NOTES
<br />1. 114" Elea concrete scr" anchoring Z, b.ck require a minimum I *'clearance to masonry edges a 1- 114" �3)
<br />minimum embedment and 0 minimum 4" clearance to adjacent Concrete $Crows, Substitution Of equal
<br />concrete screws from a different supplier may hove different edge distance and center distance
<br />requirements. Concrete screw locations of the comers end at ostrogal locations may be adjusted to maintain
<br />the minimum edge distance to morforJoints. if concrete screw locations noted as "MAX. ON CENTER" must be
<br />adjuitecto maintain the minimum edge distance to morfor)oinfs, additional concrete screws may be
<br />required to ensure the maximum on center dimension is not exceeded.
<br />DETAIL 2
<br />2. 114" ITW concrete screws anchoring from* and/or sill require a minimum 2- I/Z'clearonce to rnosonry edges. a
<br />1- 114" minimum embedment and 0 minimum 3" clearance to adjacent concrete screws. Substitution of equal SEE NOTE 3
<br />concrete screINS from a different supplier may have different edge distance and center distance F SEE NOTE 2 �0)
<br />requirements. Concrete screw locations of the corners and at astragal locations may be a jus Is o m nt
<br />the minimum edge distance to morlarjoints. If concrete screw locations noted as "MAX. ON CEWER" mus I be
<br />N d t dt at aln
<br />31 1 FY
<br />9125108
<br />POLL N.T.S. ; adjusted to maintain the minimum edge distance to morlor joints, additional concrete screws maybe t _fZ
<br />i required to ensure the maximum on center dimension 4 not exceeded.
<br />JIM W. JR I UT.S.
<br />LFS 3+ 3116"IrW concrete screws anchoring frame ondlorsillrequire a minimum 2-518"clsairance to masonry edges,
<br />SEE NOTE 3CN�/ b3 _0t-JK
<br />a i-114"minimurn embedment and a minimum 2-1/4'ciooronce to adjacent concrete screws unless otherwise v. LFS
<br />noted by concrete screw manufacturer, DETAIL I DETAIL I
<br />InfwIng configi.,ralion Oulfwftconfigualion
<br />oil
<br />u
<br />V
<br />912108 1
<br />N.T.S.
<br />my: AL Im
<br />is
<br />R, W R W Building Consultants, Inc.
<br />BConsulting aud Engineering Set vices foi- the Building Industry
<br />P-0 Box 230 Varrico. FL 33595 PhoheS13.659,9197 Faclimilc813,754.9989
<br />Floride Board of Professional Engineers ('cr(ificirte ot"Atilhorization N
<br />Product Evaluation Report
<br />Report No.: FL-4760� I
<br />Date: Septeluber 30, 2008
<br />Product Category: Exterior Doors
<br />Product sub-categof,3: Swinging Exterior Door Assemblies
<br />PiodLIC( Nellie: Distinction Series Fiberglass Door Inswing/Clutswhig
<br />Manufacturer: Nan Ya Plastics Col-poration
<br />Plastpro file.
<br />9 Peach Tree Hill Road
<br />Livinyston, NJ 07039
<br />Plione: 800.779.0561 Facsintile: 973.758.4001
<br />Scope: ['his is a Product Evaluation report issired by R W Building Cousultssnts� life. and Lyndon F.
<br />Schniidt, P,E. (Systern ID # 1998) for Narlya Plastics Corporatictil., Plastpro Inc. based oil Rult
<br />Chapter No. 9B-72.070, Method ld ofthe State ofFlojida Product Approval, Department of'
<br />Corriniunity Affairs-Floricla Building Conlrnisqion.
<br />RW Building Consultants and Lyiidon F. Schinidt, P.E. do not have nor. will acquire financial
<br />interest in tile Company manufacturing or distributing the product or- in any othei- eiitit), involv,ed
<br />in the BFprOVal PFOCess of the product nanted herein.
<br />This product has been evaltilued f'ot Use in locations adhering to [lie Florida Building Code (2007
<br />Edition.
<br />-awing NO.: FL-4760.1 prepared by R W Building COnSultillts, Inc. find Sigired Euid sea*d
<br />See Di
<br />h3 Lyndon F. Sclurtidt, P.E. (FL 9 43409) far- specific rise pni-ailletel-s.
<br />Lyndon F. Schmidt. P.E.
<br />1�1_ No. 433409
<br />Sel)teniber 10, 2008
<br />Limitations
<br />1. This Product has beert evaluated and is ill collipliance with the 2007 Florida Building Code (�FBC
<br />s if tic tural reclu i rernents eXC lUd i ng the " H igh Veloc ity I I uIf ica lie zone (14V H Z).
<br />2. Product anellors shall be as listed and spaced as 1,1101iiii oil details, Anchoi enibednient to ba:sc
<br />material shall be beyond iwall dresshig or stucco.
<br />Whet) Used in areas requiiiii -is protection this product costiplies viiih Sectiowl
<br />_L-, wind boine debt
<br />1609- 1.2 of' tile FBC and does not require all i'llpact resistant covering. This product irieets isil
<br />level "D" and includes Wind Zone 4 as defined in ASTM F1996.
<br />4. For 2x Stud fraiiiii)g Construction, anchoring of these LulitS shall be the saine as chat shovi-ii f4i
<br />buck 1111FIS011IN COIIStTLIC(iOII.
<br />-orn the details ofthis diawing iequire further engineering anahsis b\,
<br />Site Conditions Ilia( deviate III
<br />a licensed engineei of regislered architect
<br />6. See Diaw-ing # FL-4760.1 for size and design pressure ratings.
<br />Lvndon F. Schniidt. P.E.
<br />FL No. 43409
<br />Septernbei M, 2008
<br />Supporting Documents
<br />A Drawing
<br />1. Diawing No. FL-4760.1 titled Distinction Series Opaque Fiberglass Door- Inswing'!
<br />Outstiving "Impact" prepiiire(] by R W Building Consultants, Inc. (Florida Boat d of
<br />Professional Engineers Certifica(e ol'Authorization No, 981.33). signed and sealed bN
<br />Lvndon F. Schillidt, P.E.
<br />B 'I est
<br />1. Testing per-
<br />ASM E330-02, ASI'M 1:1886-02andASTNI E1996-02 as peiforivied bN
<br />Jes. Inc.
<br />Testing Evaluation Laboratoi and reported in test report number 2004-07-13 -016,
<br />witnessed by Wendell W. Haney, P.E.
<br />2. Testhig pet- ASTM l.:3_30-02, ASTK,I E 1886-02 and ASTN4 E 1996-02 as perfornied bN
<br />Testing Evaltiatioll Laboratories, hic. and reported in test report number 2004-09-24-029.
<br />witnessed by Wendell W. Haney, P.E.
<br />C Calculations
<br />Anchor analysis for loading conditions. prepared. signed and sealed by Lyndou F. Schtirfidt.
<br />P.E.
<br />D Other
<br />1. Certificate of Participation issui:d by National Accreditation & Managenrent institute. Inc.-
<br />certiftling that Nan Ya Plastic.-; Corporation, Plastpro Inc, is nianufacturing products NN'llihir"
<br />a quality assurance prograin that complies &ith iSOMEC 17020 and Guide 53.
<br />Lyndon F. Schruidt, P.E.
<br />FL No. 43409
<br />Septernber 30, 2008
<br />0
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