|
v NAN YA PLASTICS CORP,
<br />f�IVA
<br />-
<br />NAN YA PLASTICS CORP.
<br />PLASTPRO INC.
<br />'. -
<br />��
<br />_ 4 -
<br />i :m a0
<br />PLASTPRO INC.
<br />- - -. _ _
<br />J7.50' M X. CA.
<br />I-.- FRAME WIDTH'.' -:-
<br />-
<br />^�+ 1.
<br />- - -
<br />9PEACH TREE 'HILL ROAD
<br />LIVINGSTON. NEW JERSEY 07039 -
<br />-
<br />`n �f £
<br />i S u
<br />>; B 9
<br />- - -
<br />9 PEACH THEE HILL ROAD
<br />-
<br />LIVINGSTON, NEW JERSEY 07039
<br />-
<br />35. 75' MAX. D.A.
<br />ParvE� wIDrH
<br />i
<br />-'
<br />, n - s
<br />.. - - -
<br />R `,� R W Building Consultants, Inca
<br />-
<br />DISTINCTION SERIES
<br />_
<br />3L50" MAX. OVERALL
<br />FRAME WIDTH
<br />I
<br />psa=
<br />�• u N .; %
<br />a € s s y
<br />� o� i
<br />-
<br />PH. 800-779-056t FAX: 973 758 400t
<br />-
<br />L;�,
<br />y $ m i t?
<br />m,
<br />E S 3
<br />- - - _
<br />B Consult)ng and Engtneering Set vices for the Building Indust(}'
<br />C ;
<br />OPAQUE FIBERGLASS DOOR 'T
<br />INSWING / OUTSWING
<br />GENERAL NOTES-
<br />r'
<br />1. this product has been evolualed and 8 in compliance with the 2007 Florida z o
<br />the i Velocity BD(Idi Code (FOCI structuraire requirements excluding e H el t oe C h
<br />n9 ( 9
<br />9 g Y i
<br />I
<br />_ o
<br />Hurricane Zone" IHVH21, s -
<br />-- -
<br />2. Product anchors shall be as fated and spaced as shown on details. Anchor
<br />- -
<br />embedment to base material shall be beyond wall dressing or stucco.
<br />j
<br />-
<br />3 When used in areas requiting wind borne debris protection this product -
<br />complies With Section 1609, r2 of the FBC and does not require an impact �.
<br />a
<br />p
<br />resistant covering, This product meets missile level "D' and incudes Wind
<br />a
<br />> '
<br />-
<br />- 'Zone 4 as defined In ASTM El996,
<br />i
<br />A. Far 2x slud framing construction, anchoring of these units shall be the some
<br />- -
<br />_ as that shown for 2x buck masonry construction.
<br />-
<br />5. Site conditions Ihal deviate from the detoils of this drawing require Luther
<br />engineering analysis by a licensed engineer or registered architect.'
<br />m S d S P.O. Box _30 Valrrco. FL 33595 Phone 813.659.9197 1?acsimile 8133 754.9989
<br />B a �aams �
<br />° DISTINCTION SERIES = $ Florida Board of Piolessional Engineers Ccriificale of Authorization No, 9813
<br />B I u E �
<br />3101i x 68" OPAQUE FIBERGLASS DOOR 1�
<br />n c
<br />T
<br />INVQlAilnlr, / n ►TCIAitihi ; _ Product Evaluation Report
<br />t, I -I Vim' �"-� •-C°
<br />-.t: THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE-
<br />,� FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE - 'X. - , -�.� - Date: September n.. - - -
<br />-• <<a c» ZONE..gwpp3 ' 0, _t)O$
<br />�+s 2.. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON • o I _ 20
<br />_a - c - - -
<br />- - DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND yo - Product Category.- Exterior D00(S - -
<br />WALL DRESSING OR STUCCO.
<br />- 3.- WHEN USED IN WIND-BORNE DEBRIS .REGIONS. THIS PRODUCT- - - - - Product Sub -category: Swinging Exterior- Door- Asseniblies'
<br />- COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE: A5-
<br />- AN IMPACT RESISTANT PRODUCT AND DOES NOT REQUIRE THE USE OF - - - - - AN EXTERNAL IMPACT RESISTANT COVERING, THIS PRODUCT DOES NOT : _ - - - - Product Nante: Distinction Series Fiberglass Door Inswin /Outswill
<br />MEET THE REQUIREMENTS FOR ENHANCED PROTECTION OF ESSENTIAL. - - - g. -
<br />. z FACILITIES AS DEFINED. IN ASTM E1996.--
<br />- 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS - - z -
<br />-. - SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY Man U❑
<br />facturel': Nan Ya Plastics COrpoiatiO- - - -
<br />CONSTRUCTION. - - J\ - - Plastpro inn - - - - - - - -
<br />- °.. 5. S�B�EC� TONS NOT COVERED BY THIS fURiHER ENGINE RING ANA�YSIS.ING ARE - - - SINGLE OPAQUE DOOR - - - - _-. 9 Peach Tree Hill Road - -
<br />: E Livingston, NJ 070.39
<br />TABLE Of CONTENT -
<br />SHEETB
<br />DESCRIPTION '
<br />1
<br />t 'col etevatbn, deg ressums, 3 annual rotes -
<br />2 -
<br />Door onel de Cris
<br />- 3
<br />Hodiontotcross sections - -
<br />4 -
<br />Verlicol Cross sections
<br />5
<br />Buck and frame anchoring -2X buck masonry coma uc ion
<br />6..
<br />frame anchoring• IX buck masonry consWcTon
<br />- 7
<br />BBI of materials 6 components
<br />INSWING
<br />37.50" x 96.00"
<br />+65.6 -70.0
<br />OUTSWING
<br />37.50" x 96.80"
<br />+65.0 -65.0
<br />w Phone'. 800.779,0561 Facsimile:973.758.4001
<br />5
<br />wrr: 9 17 D8 - ; TABLE OF CONTENTS
<br />sire N.T.S. ° SHEET - - DESCRIPTION- -
<br />: Ms, W, JK - 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES
<br />oFm. r,, -- - ,VERTICAL CROSS SECTIONSLFS
<br />-
<br />3 IBUCK & FRAME ANCHORING - -
<br />- - - .. - -- - FL-6234.1 i - - 14 - IUILL Ur MAILKIAL�, dr. L:VMYUNtNIJ -..I
<br />TYPE
<br />OVERALL
<br />FRAME
<br />DIMENSION
<br />DESIGN PRESSURE (PSF)
<br />POSITIVE
<br />NEGATIVE
<br />INSWING
<br />37.50" x 82,00`
<br />+65.6
<br />-70.0
<br />OUTSWING
<br />37,50" z 80.37"
<br />+65,0
<br />-55.0
<br />z cope, [Ills is a Product Evaluation report issued by R W Budding Cousultants, Inc. and Lyndon F.
<br />w,E a 13/06 Schmidt, P.E. (System ID # 1998 for Nanya Plastics Col Joration actInc-T
<br />s� N.T.S.' 1 T , Pl .pro Inc lased on Rule
<br />Chapter No. 9B-72.070, Method l d of the State of Florida Product Approval, Department of
<br />M. m:
<br />AEM
<br />alx. er: WWH - Community Afairs-Florida Building Commission.
<br />�r
<br />- : c
<br />R\'✓ Building Consultants and
<br />. K Landon F. Schmidt, P.E. do not not -will ac ulre tmanL,ia.l:
<br />sesar 9
<br />- interest in the company ` inanufacturin Or distributin r the , , ! ) g 6 Te product ♦1 u1 any other entity rnvolw.e.d
<br />_
<br />in the approval process of the Jroduct named
<br />- I aed herein.
<br />NAN YA PLASTIC This product has been evaluated for use m Incahons adhering to t
<br />�� S CORP. he Floridarloilda Building Code ( B 07
<br />NAN YA PLASTICS CORP.
<br />�
<br />a
<br />-
<br />PLASTPRCO. INC. - -
<br />Edition,
<br />< PLASTPRO INC.
<br />-..
<br />-
<br />-
<br />-
<br />8 PEACH TREE HILL ROAD - -
<br />LIVINGSTON, NEW JLRSEY07OaA ' - -
<br />-i,
<br />. p' In :J:°
<br />ppr w i '
<br />1>n'
<br />_
<br />:. 9PEACH TREE HILL ROAD
<br />� Ry. � A /� -
<br />� LIVINGSTON, NEW JERSEY _ - _ y See t)ra\�t'nld Nb,; FL-`1761/.l prepared by R W Building Consultants, .Ire. anti sinned and seaiFec :
<br />• ,,, , b - - � ! -
<br />by Lyndon
<br />- -
<br />' - - 7. SL'MAX t.tr F,RAI I.� 7 if MAX. O\"R.SLi
<br />II-�
<br />- FRAFJE W DIH 'TAME
<br />F. Sclin - � -
<br />udt, P.L. (l L #? 4_,409) for specific use paranieteis.
<br />VJIC 711
<br />37:50`i.1A%. OVERAU
<br />DISTINCTION SERIES
<br />GLAZED FIBERGLASS DOOR
<br />INSWING J OUTSWING
<br />L
<br />-
<br />irhis edu.^i has been evaluated and's it compliance Jdih Me 20:7 Ftcridc. But cNrp Cad:
<br />-<
<br />- -
<br />(FOCI sliucivmr sequifemenls excluding the "High Velocity Hurricane Zore" tHt H.:. -
<br />_
<br />2.. PToducl anchors shai be is listed and spaced as Sham on celgils. Anchor embedment to
<br />-..
<br />- -
<br />base 'rateffal shall be beyond wol dressing c siJccor : -
<br />,5
<br />•
<br />0
<br />,
<br />- -
<br />3 when usec in areas requiing wind borne debris proicclior This pfeduct k,equlred to Cie -
<br />3
<br />- - _
<br />plolecled wllh o- impact resistant covering thel cirnp lies wrh Seclibr 1609.1.2 of The 2037
<br />-
<br />-
<br />FBC -
<br />a
<br />4. For 2x slud homing constrdcflon, anchorng a` these unils shall be the Sarre as li,ai show,
<br />-
<br />IUr 2r. truck: nUSUrII V' C.OtStfl.l.ilUn. _ _ -
<br />- -
<br />-
<br />r, T •
<br />5. 9ecan lo.s t.
<br />d. 1 1 t s a oe t
<br />w from n
<br />e r .thedeLisctt a� as, r further n
<br />T dr Ing eol>ire IJ.Ihe engmae ng
<br />f
<br />- -
<br />JI
<br />kj
<br />l
<br />DISTINCTION SERIES
<br />FRAME YJIDM '
<br />d uS
<br />GLAZED FIBERGLASS DOORS
<br />_ -
<br />I
<br />INSWING / OUTSWING
<br />o
<br />I
<br />,
<br />Lyndon F_ Schmidt, F.E.
<br />C Q
<br />a
<br />o
<br />o
<br />f L No. 43409
<br />8
<br />ti c
<br />v
<br />NOTES -.
<br />..
<br />�z_S
<br />gas
<br />-
<br />Se L,tentber :0 2 0
<br />. _ , _(( $
<br />.GENERAL
<br />! This proziuctl has been ev iuc'led and ,:n m, once w,ith Iu 2007 FloridaBuilding W�ng Cede
<br />IFBCI stvcfo requirements enVs excudmg tie Wgh Velocity Hurricane ZonejHvH2).
<br />-
<br />a a
<br />� .>y m+s -
<br />-
<br />- -
<br />•
<br />'.
<br />O-base
<br />o
<br />a uv1
<br />2. Product onchors shall oe osllsted ano spaced as shown on delalls. Anchor embedment to-
<br />moteriol shall be beyond wail cressing or stucco. -
<br />- - x
<br />o
<br />-
<br />-
<br />Limitations
<br />a
<br />3. When used in areas requiring wind borne debts protection this product is required to be
<br />�.
<br /><
<br />g
<br />a
<br />m
<br />-
<br />protected with an impact rersioni covering that complies with Section 1609.1.2 attire 2007
<br />E i
<br />-FBC.
<br />.. For ?x _ludlramrng construction, anchoring of these units shalt be the same as That snewn
<br />for 2x buck
<br />1. This product has been evaluated • • :i C T
<br />P It sled and 15 In 4UIlt hanCc, with rile 200 p 7 Flciida Building Cade t,FB� 1 -
<br />masonry construction.: -
<br />-
<br />N
<br />siructu-al requirements excluding the "High Velocity Hurricane Zone" (HVHZ). - -
<br />5. Site conditions that deviate from the details of this drowino require h rtner annninaadnn
<br />I
<br />o
<br />- -
<br />analYas Dy 0ICOr�sed enspne s[ of leyisieled alfitilecl.. - - FUU LITE - _ 3I4 ll1F - ' 1 - analysis by o licensed engineer orregislered arcfbfed:' - - 9 - - - - - -
<br />--- i Product anchors shall be as listed and spaced as shoeihl on details. Anchor embedment its base
<br />f-' material shall be beyond w'ali dressing or stueco,
<br />1
<br />F O6ITENTS -
<br />- - -
<br />SHErT Y
<br />DES CRf?T70 - H
<br />- -
<br />eev f a Ions design
<br />YP� pr _:i:es`d genr:rd rat_.
<br />'
<br />- '
<br />-
<br />2
<br />Door panel
<br />ce I n _f055. _i a 5
<br />d -
<br />Vertical
<br />cd cross `r - sectio:y.
<br />-
<br />i
<br />-Ito 1 ., d fr, me ax..erii � X b Ice nias,.nn rnnsh.!rtion
<br />I
<br />-
<br />-6
<br />_F ma ohchengin buck osa av cons nFcicn
<br />Bil of mat?dal , glanng defoll 6, componen
<br />-'
<br />L3'LE`K.4LL
<br />OVER«L ��
<br />-
<br />7:
<br />FRESSU9E jPSFJ.,.
<br />SWilJGt
<br />Ij ��AIE
<br />D L:�,r:
<br />_Gi�t�,,.
<br />;flESgGN
<br />t) . STUN
<br />o tA: NS
<br />E bN '.
<br />T'r PE !
<br />, T
<br />PtJS VE Tt
<br />E ALfYE'::
<br />'.so'
<br />L LITE
<br />_
<br />21. 0 ., 9 oe,
<br />+ 47.0
<br />-t 0
<br />Ii ,i JV N
<br />3_r#LITE
<br />_21A0" :6 3.00'
<br />-.•
<br />+47.0
<br />47.(
<br />T. , .tLrl .,
<br />.. •9v-
<br />GI
<br />T%' ..o
<br />FULL LITE
<br />21.00' x 79,00"
<br />+47,0.
<br />-47.0-
<br />OUTSWING S IN.>
<br />-
<br />3r 4 LITE
<br />7 ^ 21,OD" x a...
<br />4r,0
<br />47.0
<br />Ms. �' I" 0 f
<br />I °
<br />}. When ti
<br />I z
<br />y1 en used ul areas requiring � wind borne r
<br />w TABLE c ° 9 L tot e debris protection this product complies taiill Se4tioin
<br />� OF ONIENT _ _ r .. , P P
<br />I60.1._ott e' 3 9 h IB sE Candd e N ETE DESCRIPTION does not re 'I' • n •I require .7 r n tact e5' ! lstant c veril , o t hi d 1 9 T s c t ct r 9r
<br />[
<br />_
<br />-
<br />-
<br />I
<br />T ico cc ahcn des , : s YP a c sores. 6 general notes
<br />_ Pf
<br />-
<br />G
<br />2
<br />Door panel. detail
<br />-
<br />n. L a / I
<br />J Ua
<br />:
<br />3
<br />Horizontal ra s -
<br />o sections
<br />-
<br />-_
<br />scie N Ta"
<br />4
<br />Vertical ,
<br />enca c.oss sections
<br />oyr- e.: k
<br />5
<br />Buck and frame onchoring - 2X buck masonry construction
<br />-
<br />tix 4K
<br />-
<br />-
<br />6
<br />Frome anchoring - IX buck masonry corisinJction
<br />Bit of mate( air i . gfcang d2 o 16 components
<br />IC3VE ALL
<br />t
<br />s
<br />_
<br />tsPsrstpRuP{P1
<br />stvttr:P..,
<br />RAW
<br />TYPE 3
<br />r m
<br />7
<br />-
<br />�%REN3It2Ft
<br />..,D?CL.,
<br />-
<br />3tlitt-NS1C3N -
<br />21.00" x 63,00"
<br />GI
<br />+50,0
<br />-50.0
<br />INSWING
<br />37.50" x 82,00'
<br />OUTSWING
<br />37.50" x 80.50'
<br />21.00 x 63.00"
<br />+60.0
<br />•60.0
<br />g. r (nee s rrBBssT
<br />a
<br />P
<br />0
<br />° level "D" and includes Wind Zone 4 as defined in AS"7'M E1996:
<br />s
<br />a,E
<br />9208 4 i -
<br />For ya Stud tud framing constluclion, anchoring of these units shall be the sanTe as that shown for
<br />2.
<br />buck masonry COLILIC[IOn.
<br />-
<br />sm LFS -
<br />o Arta cLltrLtnrvns alai ueviate [torn the cietatls of thts drawing require further engineering analysis. be
<br />a licensed engineer or registered architect
<br />6, See Di'aw'ing # FL-4760.1 fo • ,a
<br />I size and design
<br />- � S Il reSSN. C
<br />c P
<br />1 ratings.
<br />TT 1
<br />OM
<br />n
<br />F
<br />- -/ 6_ I i 9c. .-. I\.' - .. uc\..a, cE EPS :S., - ,fL _N•a - ...-•-. ,.. ,- Tr HEAD
<br />1AA35 13
<br />SEE tJ0E 1MASON .
<br />�t _
<br />OPENING OPENING s c P
<br />- ..
<br />-
<br />-
<br />�tm°o
<br />9.g;a r
<br />2LL
<br />-- - m C' HtNCE DETAIL
<br />Lyndon F. Schmidt. P.E.
<br />_AInJ
<br />i 1 FRAME 1 5 2x FL No. 4,409
<br />-T - - BUCK .
<br />c W, 2.k BUCK m -September� , 0
<br />a TYP s _ 0 _0 c - FASTENER - -6 INSTALLATIOIJ%�U c', �S'
<br />_ 1AT DETAIL HEAD & JAMBS -
<br />w <€ - -�- -L S� - -- -- - --- --- - -- .T
<br />- s. .,_ � , , .: _ ,- v, ,. u - - - SEE NOTE 1
<br />r < W iX. BUCK to -
<br />i - z t R n, ss.>. 2X : 30 /
<br />INSTALLATION
<br />Y 2
<br />P m uQ
<br />a BUCK
<br />}� Supporting ' �� o t><n Docume
<br />nts
<br />RA "r.8i 6 5 TYP. HEAD & 'zc 0 �! b
<br />JAMBS - - N n -
<br />" DOOR - SEE NDTE 3 - - "
<br />2X BUCK-., - .� - : 6 FRAME _. - _ o avvijw
<br />- -
<br />- - - ♦ : , SF.E .•!•OTE 2 - MASONRY F- - >< z i8 )`o - - -
<br />I . Drawing No: FL 4760. I titled Distinction Series Q ac ue Fiber lass Door inswin �11 OPENING w MASONRY Opa( g g - -_
<br />- - : - I. -/ - - OPENING z alo a "Impact" r - :-, -
<br />Jn D,= o V w Outswing Impact prepared by R " Building Consultants, Inc. Florida Board of
<br />rs, z _
<br />i ♦_.
<br />o - o z Professional Engineers Certificate of Authorization No. and 9813). signed sealed by
<br />- I Lyndon F. Schntidl. P.E.
<br />ILIA lgiCN.6 DEADBOir DETAIL- ' 7 - -
<br />\ B 1 est
<br />:
<br />HINGES 3 r - - 3 n -
<br />" O LOCH EO ® 9.a6 , o I. Testing pet :AS fM E,30 0<, AS7 M L- 1 886-02 and AS TM E 1996-02 as eaformed by
<br />P
<br />- � - 40.71" AND 7T,955" FROM TOP : �.... - ,� .. ,:.. - - - - .
<br /><.. .. rrr -
<br />- . ,' r STRIXE JA.NIE . 1 .._ - _ oTesting Evaluation LabT I- _ _.
<br />: - - BUCY. ANCHORING : Nk1+ElArttf FRy.MEA rI, ca Nb __ , OF FRAME i0 CENTER - N ' C (Iat01 C'S. Inc.II1Cand reported in te9t D , u E .., , . ::'. "..number _004 07 I _ t�l b_
<br />- _ - mkcrsann'""<X !?uc4 constnlc^'f1f OF HINGE. - .. -.:°.. Wendell
<br />-
<br />witnessed by Vi endell W. Hanev. P.E.
<br />BUCK AN
<br />CHORING - FRAME ANCHnRtN - - .. --,, - ' - -
<br />2. Testing per ASTM E330-02, ASTM E 1886-02 and ,ASTM E 1996- e
<br />' r;,i : p
<br />- 1 c - tutor ere screws rich, ,n ox. bu-k. require c Immnnuls I :_leolunca to .nus�. rrr eJg_s, a !-1/4. Inlnnnunr,:.en,b_,.Il,,enl J.,J a.nl ,. c uJ,ua : - - - -
<br />!.4 -M1.a ..see a >r g_. _ 4 - _ I - 0.. a, performed bl.
<br />n Testing Evaluation r e '1
<br />E t atlon _ r'� n r ';In , Labu alai Les Inc. '7 ., r - - � � P ., urFme-,f . , n (Pie r v � :cn. slid r., > . i led 11 test _
<br />concreteI P Lr -,rd e. PI ds1-Tn � g O I .t le ?Ol t. III ) 9.
<br />e , have different edge,, d t,r � � number _(04 0. �4 6S_9.
<br />f I SJ niter rrlay a .w I f I from a different h 9 � w I -
<br />sere HI 6o•i e equal can rote sc ..a- r Pr reps.Ss,Ds u ,-
<br />q
<br />I
<br />- ' at the carers ,av be o usledle o!the mu,:mvn'I alga distance fa aionarJo!nls, If concrete Ieca:+�ns ,_ f„J os ti!r,?.. Or,! CFt TcP, � must a ,idlLstt.a la n,a r,talo - _
<br />rn
<br />mnlom < Witnessed by Wendell W. Haney, P.E.
<br />file ',hnurn e d '-f t , ar,! in s, addition t concrete' screws may be lequi, ed to ensure the masr,lvli„ ,, :r, enie, din le ,S:Gn is nc' c-xa=.r3ad. _ MT[. 9/ 10/08-
<br />nE mu edge dr> ante o n urf l a _
<br />0
<br />-. ., -� '_ �..... .. D , _ I .-, n :. -, :,- . :• T. 3 �16. TAP i -
<br />• � �- .. r / J I � Ce rG mGS..n • edges. a I ,:..4 minimum, „mJ3dmcn.. CnC a min,nrilr 3 w<,afun�c,. a. o,iG. tr. , f. / CONS REQUIRE A MINIMUM 2 CLEARANCE - .. - - - - - - -
<br />- 2. 1.J4 ,ItA. concrete scions. oiicha.mg r: a,ne ana( Dr sl! regwreamintmtm21,2 cso.-an D •- ,. - _ _ _ ,_. ACE TO MASONRY EDGES AND A MINIMUM 2-t �4 C , - ' oas• - C_� - CaICU1a[IOIlS
<br />. , . i ... •- - , . 1: r .., . ,- . ..Concrete _. w' J CLEARANCE TO ADJACENT TAPCONS. - .. 01/i 3/O6 . -
<br />' - _ .. ,� .• „ ,'.: , -.-. screws from different supPdei rnoy tiara JJf..ren. e,J e Jls. o,Ice Lnu cenle. ds.ur ut requB er„ants. sire - - - -
<br />- adjoueMconcrere,crsw,. 5_b>t!rtil,sl u(equalca.uelesuaW. o �'..� " ,.
<br />O _ ,: __ - 2. 1 4 TAP _ - -
<br />.. .. .. , .. _.' I , . I _ .,. CONS REQUIRE A MINIMUM SCVE � '. - '�-
<br />- '. , .c. tr n MAX CENTER" m, Ls.ed .:, on U 2 1 2 CLEARANCE - 1 Anchor analysis
<br />_ the " e t d�s!ance to molts, i.mts. 1. Ger•L.Ie!e shrew Inca I,ns n_te., as 1 X.... CE E _>t be aril _ / E TO MASONRY EDGES A. f _ - - I1 S S f01 lOadln C011dltf6n�, prepared, Signed �. Lyndon (if T'R Carnes may be OdJUSf-..H ;a ml.lnialn ihe..In�nlmVnl edge 1, - E ND A MINIMUM 3 CLEARANCE 70 ADJACENT rqP - � - - � - P P . ' gT1 � - '
<br />and sealed b Ly ndp1T F. SCIRdiliEilE,
<br />.. .. , •, required . t , en ensure th mn a ,imurn on center dimension is not exceeoec: - SONS.. '°. In, - A£M - - --
<br />- - mamtam rho minirruni edge d15fancC ie n,arrarJwr, ts. addlNal.ol concrete screws . ,oy be L 5 e e ar _ - P. J. WHEN ANCHORING DOOR FRAME ANCHORS
<br />A TX (NOT THEN ITEM E5 IS 5U85n7UTE0 !WTH ITEM r cwc m. WWH-
<br />>j`30 (.� 4 X 3-3j 4 EL 1ANCHOR
<br />THE QUANTITY AND SPACING OF ANCHORS DOES NOT CHANGE. SEE NOTE 2. -' )- - -
<br />-
<br />- D Other
<br />1. Certificate,
<br />of Participation Issued bX National Accreditation & Management Cnt.._
<br />P g ,
<br />ceYET: i rtlfy mg that Nan Plashes C•orporahon, Plast 10 [Tic. is ntanutactul Ina inducts waRhFRe
<br />a quality assurance ro tam that complies with 1 , 3
<br />� P g I SCE/[CC 17020 and Guide _...
<br />N
<br />�l AN YA PLASTICS CORP.
<br />PLASTPRO INC. '
<br />9 PEACH TREE HILL ROAD 0 °j Q LIVINGSTON, NEW JERSEY 07039.
<br />DISTINCTION SERIES
<br />GLAZED FIBERGLASS DOORS
<br />INSWING / OUTSWiNG
<br />-.. GENERAL NOTES _' -
<br />1. This product has been evaluated and is in compliance with the 2007 Florido
<br />Iluilding
<br />oee(FOCII structural
<br />tr ctural requirements excluding the "High Velocity
<br />Hurricane
<br />2. Product anchors shah be as bled and spaced as shown on details. Anchor
<br />embed tt men o base material shall be beyond wall dressing or stucco.
<br />- - - - 3. When used in areas requiring wind borne debris protection this product a -
<br />required IQ be protected with an Impact resistant covering that compiles With Section 16M.1.2 of the 2007 FBC,
<br />4, - For 2x Stud framing construction, anchoring of these units shall be Me some
<br />as that shown for 2x buck mosorry construction. - -
<br />5. Site conditions that deviate from the details of this drawing require further
<br />' engineering ancAysis b a licensed on in It
<br />n
<br />7
<br />- 28
<br />SEE DETAIL - -? \J '�,: ❑ m
<br />o E
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<br />' -MASONRY - TYP. HEAD D1�7
<br />! JAMBS OPENINu�
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<br />S II - El 25 d if 13 ° Lvoclon F. Schmidt. P.E.
<br />1
<br />s FL No. t_. l09
<br />n - - LATCHB DEADBOL7 Dt7All f �r - - - - -
<br />1� > 7
<br />m -ASTRAGALE' �C tC1111-C.r 1t� ...nQs
<br />FRAMIIj .. : , � � - P
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<br />SHOWN FOR-
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<br />ar_ - - REEERErJCE II --------. -..._ - - - -
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<br />2X BUCKSEE NO.E 2' �' 9 u •o �� -
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<br />'BUCK ANCHO NG - -
<br />N -HINGE JAMB _ FRAME ANCHORING ASTRAGAL STRIKE JAMB HINGE DETAIL - - -
<br />Masonry 2X buck constriction -
<br />NOTES:
<br />- I. I I/4 E co Concrete screws onchonng 2x buck require a minimum i clearance to ed es. G I- I/4
<br />z - Y g - 3 - -
<br />eeini um t - .,
<br />r or re OCT,!embe and o minimum
<br />Y tslar arc dmen ml r ce t da r screws.
<br />9 ed h ec , . - um 4 cieo an o o cent concrete see s. Substitution / ,al
<br />z
<br />- - - - - g - FULL UtE, � 3/4 LITE � - concrete screws from d different supplier may hove different edge distance and center distance equal
<br />' _ _
<br />requirements, Concrete screw locations comers n t 1 t' • -- - o - - I o
<br />- a n o s of the core and as ragol locations may be adjusted to maintain - - V. - the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be E- - - - -
<br />I- 74.0C MAX OVERALL FRAME WIDTH.---�{
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<br />74.00" MAX, OVERALL FRAME WIDTH R o
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<br />74-40"
<br />FULL LITE
<br />-
<br />21.60" x 79.00"
<br />+37.5
<br />- ,..
<br />-37.5
<br />INSWING
<br />m
<br />-
<br />3/4 LITE
<br />21,00" x 63.00"
<br />+37.5
<br />37.5
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<br />21.00^ x 79.00•'
<br />+37.5
<br />-37.5
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<br />3J4 LITE
<br />21:01 x a3.00"
<br />+375
<br />37.5
<br />96: a^
<br />or
<br />adjusted to maintain the minimum edge distance to mortarjoints; additional concrete screws may be
<br />.required to ensure the maximum on center dimension Is not exceeded,
<br />- 2. 114" ITW concrete screws anchoring frame and/or sill require a minimum 2-112" clearance 7o masonry edges, a - _ - DETAIL 2
<br />- - - - - - - -
<br />a 1-114"minimum embedment and a minimum 3"clearance to adjacent concrete screws. Substitution of equal - -
<br />o. 1 q SEEN.OTE3� - - -
<br />' -concrete screws born a different supplier may have different edge i - - SEE NOTE 2 - - - - 3
<br />! - pp y g distance and center distance f - �
<br />/l�
<br />o r requirements. Concrete screw locations at the comers and at asfra CI locations may be adjusted t maintain
<br />- T ✓ o - - - - - - - -
<br />z I g y 1 a f
<br />` the minimum edge distance to mortarloints. if screw locations noted as "MAX. ON CENTER" must be - - - -
<br />adjusted to maintain the minimum edge distance to morlarjoints. additional concrete screws may be
<br />N.T.S. required to ensure the maximum on center dimension is not exceeded. - : - w*s: 9/25/08 - - - - - - - -
<br />arc. Imr JK i - / - .\ ... scntt:. N.T.S.
<br />F- ez - .. " u - - LFS - 3. 3/1d ITW concrete screwrsanchonng frame and/or silt require a minimum 2-5/8 clearance to masonry edges, - owe. - - - - - -
<br />- , ,. .. .. ,. rr 9 3 t SEE NOTE 2 V. JK -
<br />SEE NOTE 3
<br />O
<br />- _ - -
<br />-
<br />0 1.114. minimum embedment and 0 minimum 2J/4 clearance to adjacent concrete screws unless otherwise -
<br />noted by concrete screw manufacturer. - - - :
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