|
<br />1..1
<br />
<br />RW
<br />BC
<br />
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<br />
<br />R W Building Consultants, Inc.
<br />Consulting and Engineering Services for the Building Industry
<br />
<br />P,O. Box 230 Vahico, FL 33594 Phone 813.684.3831
<br />
<br />Facsimile 813684,3954
<br />
<br />ENGL~EER'S NOTICE OF EVALUATION # PSI-8204F
<br />
<br />Thenna- Tru Corp.
<br />108 Mutzfeld Road
<br />Butler, IN 46721
<br />Phone 219,868.5811 Facsimile 219.868.5190
<br />
<br />DESCRIPTION OF UNIT
<br />
<br />Model Designation: Premium Series Wood Edge Steel Door (Glazed) 'With or 'rVithout Side~lites
<br />
<br />Maximum Oyerall Nominal Size: up to 8'4 x 8'0 Usable In-3mng Confi~rations: X, OXO, XO, OX, XX & OXXO
<br />
<br />General Description: The head andjambs are wood measuring 4,5" x 1.25" with an extruded aluminum threshold. The door
<br />panels and sidelite ~els, are 1.68" thick and consist of two 24 gauge (min 0.0~2") steel skins for the Premium Series glued
<br />:0 wood stiles and rails WIth a urethane core. The glazed door panels and sidelites are routed to receive 1/8" tempered or 112"
<br />insulated tempered lip lite inserts mam.Ifllctured by Thenna- Tru.
<br />
<br />FEC Section 1707 Materials and Assembly Tests:
<br />(1707.4.3 Exterior Door Assemblies; 1707.4,5 Mullions Door Assemblies)
<br />
<br />Test
<br />
<br />/)es(.notion
<br />Uniform Static
<br />Air Pressure
<br />
<br />Reoort No.
<br />210-1917-1
<br />210-2030-1
<br />210-1917.1
<br />210-2030-1
<br />210-1917-1
<br />210-2030-1
<br />210-1917.1
<br />210-2030-1
<br />
<br />NA
<br />
<br />Test Location Date
<br />NCTL Orlando, FL May 1, 1997
<br />:--iCTL Orlando, FL May 25, 1995
<br />NCTL - Orlando. FL May 1, 1997
<br />NCTL Orlando, FL MaY25,1998
<br />NCTL - Orlando, FL May I, 1997
<br />NCTL - Orlando, FL May 25. 1998
<br />NCTL - Orlando, FL May 1, 1997
<br />NCTL Orlando, FL Mav 25. 1998
<br />"*Large Missile
<br />cling NA NA
<br />
<br />* Side!ites are considered a window and meet 15% of Positive Design Pressure water infiltration criteria.
<br />H This product must De shuttered to meet wiodborne debris criteria.
<br />
<br />Engineer
<br />Barry D. Portnoy, P"E. # 16258
<br />
<br />ASTM E330
<br />
<br />T AS 202
<br />
<br />Forced Entry
<br />
<br />Barry D. Portnoy, P,E, # 16258
<br />
<br />ASTM E331
<br />
<br />* Water
<br />Penetration
<br />
<br />Barry D. Portnoy, P,E. # 16258
<br />
<br />ASTM E283
<br />
<br />Air Infiltration
<br />
<br />Barry D. Portnoy, P,E. # 16258
<br />
<br />T AS 2011203
<br />
<br />NA
<br />
<br />Desil!I1 Pressure Ratings:
<br />
<br />Configuration
<br />
<br />Maximum Size
<br />
<br />Uo To 3'0 x 8'0
<br />Uo To 5'4 x 8'0
<br />
<br />Design Pressure Ratings
<br />
<br />+ 45.00 - 45,00
<br />+ 45.00 - 45.00
<br />Std Alum Astragal Coastal Alum Astragal
<br />+ 40.00 - 40.00 + 45.00 - 45,00
<br />+ 40,00 - 40,00 + 45.00 - 45.00
<br />
<br />Glazed Single
<br />Glazed Single with Sidelites
<br />
<br />x
<br />XO, Ox. OXO
<br />
<br />Glazed Double
<br />Glazed Double 'With Sidelites
<br />
<br />xx
<br />OXXO
<br />
<br />Up To 6'0 )( 8'0
<br />Up To 8'4 x 8'0
<br />
<br />Installation and Anchorin2: See reyerse side this page
<br />
<br />Use
<br />
<br />1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by
<br />ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed
<br />above.
<br />
<br />2, For Masonry installations where the sub-buck is less than 1-112 inches (FEQ section 1707.4.4 Anchorage Methods and
<br />sub-sections 170:.~.4, 1 and 1;.07.4.4.2) same diameter Ta~on type concrete apchors must be substituted an~ength must
<br />be such that a rrurumum 1-1/4 engagement of the Tapcon Into the masonry will is obtained. #?- ~
<br />
<br />Certification: Florida Professional Engineer - Seal No, 43409 Ap'ri123, 2002 LyndonF, Schmidt
<br />
<br />19506 French Lace Drive Lutz, FL 33558
<br />
<br />-_._-~~';";":"-=-,,-...
<br />
<br />. .*....--=~-~-_.....~_.--...._~.:...-
<br />
<br />Therma- Tru ~ Premium Serles Wood Edge Glazed In-swing Steel Door
<br />Maximum Size Up To 8'4 x B'O
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<br />
<br />When attaching Side lite the above anchoring applies,
<br />
<br />"D"
<br />
<br />1110 X' 2" LG......../---~
<br />PFH WS II-......
<br />(~'t: # "
<br />1110 )( 3/,r LG. r;~ 10)( 1 LG.
<br />I PFHWS \ r PFHWS
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<br />
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<br />
<br />DETAIL "0"
<br />Note:
<br />When attaching the strike &:
<br />deadbolt plates to the strike &:
<br />buck use 1/10 )( 2" Lg. PFH WS.
<br />When attaching the strike &:.
<br />deadbolt plates to the astra901
<br />use #8 )( 2 1/2" Lg. PFH WS.
<br />When attaching the strike jamb &:
<br />side/ite jamb use 1110 X' 1 3/4"
<br />Lg. pm WS.
<br />
<br />"8~
<br />
<br />#10 )( 3/4" LG.
<br />PFH WS
<br />
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<br />r-i l- 6"
<br />
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<br />
<br />6"--1
<br />
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<br />BOLT THROW OLT THROW
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<br />ASTRAGAL THROW BOLTS
<br />AT THE THRESHOLD
<br />
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<br />
<br />ALUMINUM ASTRAGAL
<br />
<br />24 X 36 PRINTED ON NO. lOQOH CLEARPRINT~
<br />
<br />___ __ _*_ ____.............____ _h_ _ __ ...____.-...-___- ---
<br />-.-------------. - ---.-.---
<br />
<br />Therma-- Tru3 Construction/Premium Series Wood Edge Out-swing Steel Door
<br />Maximum Size Up To 8'4 x 6'8
<br />
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<br />DETAIL '"B-=-- S
<br />~ "D- '-'
<br />
<br />When attaching Sidelite the above anchoring applies.
<br />
<br />SEE NOTE~"--D
<br />SEE NOTE 1 ~
<br />
<br />
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<br />DETAil -D"
<br />
<br />1110 )( 2" LG. /-~
<br />PFH W'S ("
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<br />PFH WS \ rL.L..:r / PFH WS
<br />
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<br />1110 )( 3/4" LG.
<br />PFH WS
<br />
<br />Note:
<br />When attaching the strike &:
<br />deodbolt plates to the strike &:
<br />buck use #10 x 2P Lg. PfH WS.
<br />When attaching the strike &:
<br /><1eadbolt plates to the astra9al
<br />use 118 )( 2 1/2- Lg. PFH WS,
<br />When attaching the strike jomb &:
<br />sidelite jamb use /10 x 1 3/4"
<br />Lg. PFH WS.
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<br />ATTACH ASTRAGAl THROW BOLT
<br />STRIKE PLATE TO FRAl,/E
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<br />
<br />Therma- Tru3 Premiu~ Serles Wood Edge Opaque Out-swing Steel Door
<br />M~/mum Size Up To 8'4 x 8'0 '
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<br />
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<br />PFli WS ( ~ 'C~
<br />1110 x 3/4" LG._JI10)( 1P LG.
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<br />ATTACH ASTRAGAL TI-lROW BOLT
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<br />AS SHOWN.
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<br />DRILL THRU FOR DRILL THRU FOR (2)
<br />\;.357"1 BOLT DEEP ~357~~ BOLTS DEEP
<br />ENOUGH FOR A ! - ENOUGH FOR A 2"
<br />BOLT THROW BOLT THROW
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<br />
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<br />
<br />Therma- Tru 3 Construction/Premium Series Wood Edge-'-n-swing Steel Door
<br />Maximum Size Up To 8'4 x 6'8
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<br />. ~..-+ c:ct..G If.. ~~
<br />~ i-Ttt.'M' ~'~;,ce.~--'-
<br />~ ~~ ~ IS. \'Ml...,..'
<br />Ql>I. ~i.. ~ ,;,ylrreM
<br />~'( ~Gt~=~
<br />· 10<""):,>> \Io...-.'tI ~ -.Ji't ) ~ A"'~
<br />J J ;l W J ~,...? ,. er' H,r! t"';l A...u:: . )
<br />~ 9~. d .-+....0 u.~
<br />.. ~..:...:..::. ~-J.., .....:. 0 .. -t:; MA tN J&~ '"': ~~l'''''
<br />
<br />. 0 .' " ·
<br />
<br />, ,....:.....L · .!. :. 0' M' ~l ~..'._...: ~ <0
<br />. , W"". u .... - -* --:--~"...,.. ~ ........... ~ ~ ....,
<br />~~JC ~ L(' ~-
<br />a- Mo!Y"G. 1! ,'..All . \....~ ~e .
<br />~ ~ Ncrr~. ~I! _~ -n:> '....0" '-#./l.Pt6 \NJ4l!!!~e
<br />~ A~ 1& NoN-&8LA-J""lto.JG
<br />
<br />1~~
<br />'1tI'h
<br />
<br />I
<br />I
<br />
<br />L
<br />I
<br />
<br />A
<br />
<br />b
<br />~
<br />
<br />When attaching Sidelite the above anchoring applies,
<br />
<br />~n..J.~ ~!.
<br />1l1-1~. ~ ~
<br />
<br />.t
<br />
<br />1110 )( 2- LG. /--~
<br />, PFH WS 1""-. ~
<br />
<br />I 1110)( 3/4-" LG. (-tv #to x ,. LG.
<br />PFH WS \ ~ / PFH WS
<br />'--I
<br />1110 x 3/4~ LG.
<br />PFH WS
<br />
<br />SEE NOTE ';<: _
<br />
<br />
<br />SEE NOTE ~ ~
<br />
<br />,-
<br />DETAiL "0"
<br />
<br />-
<br />
<br />.
<br />
<br />16" ~
<br />oi
<br />-1.
<br />. 'FJ1
<br />
<br />Note:
<br />When attaching the strike &
<br />deodbolt plates to the strike &:
<br />buck use #10 )( 2" Lg. PFH WS, I
<br />When attaching the strike &: !
<br />deodbolt plotes to the ostragol
<br />use #8 x 2 1/2" Lg. PFH WS.
<br />When attaching the strike jamb &:
<br />side/ite jamb use #10 )( ! 3/4"
<br />(2)#8 X 2 1/2" LG. Lg. PFH WS.
<br />PFH WS'"
<br />1\ (2)#8 X 2 1/2" LG:....,
<br />
<br />\ \ PFH WS l\
<br />b 1-f rr::n...;
<br />L CJ L
<br />
<br />ALUMiNUM ASTRAGAL ALUMI~3~~1~RAGAL
<br />DETAIL "En
<br />ATTACH ASTRAGAL THROW BOLT
<br />STRIKE PLATE TO FRAME
<br />AS SHOWN.
<br />
<br />"l~
<br />
<br />DETAIL "C"
<br />
<br />GA~GE / HOUSE
<br />BEARING \.VALL DETAIL
<br />
<br />r
<br />
<br />SEE
<br />DETAIL. ~
<br />"CP
<br />
<br />X : D
<br />
<br />.
<br />li)
<br />. I"-
<br />'" ")
<br />~ 0)
<br />01 ")
<br />. 'fl1 L.
<br />T
<br />
<br />.8~
<br />
<br />;., .
<br />N '"
<br />oi iii
<br />('.j
<br />1 "A--
<br />l~ PB-
<br />I.Mi
<br />
<br />~6"
<br />
<br />DRILL THRU FOR DRill THRU FOR
<br />V .J57"~ BOLT DEEP 1'357"~ BOLT DEEP
<br />ENOUGH FOR A 1" ENOUGH FOR A 2"
<br />BOLT THROW OLT THROW .
<br />
<br />~,I\~j \\i
<br />o ltl \)}~
<br />
<br />ALUMiNUI.4 ASTRAGAL COASTAL
<br />ALUMINUM ASTRAGAL
<br />DETAiL "F"
<br />ASTRAGAl THROW BOLTS
<br />AT THE THRE.$.tI.oW
<br />
<br />--
<br />
<br />~0-, !
<br />
<br />'- SEE DETAiL "F"
<br />
<br />CODE No.
<br />
<br />12
<br />13
<br />14
<br />IS
<br />1~
<br />
<br />22
<br />23
<br />24
<br />2&
<br />2~
<br />
<br />32
<br />33
<br />34
<br />3&
<br />,%>
<br />
<br />1/2,,32
<br />112-33
<br />1/2 - 34
<br />In-3S
<br />112-3~
<br />
<br />(2) 22 - 2~
<br />(3) 22 - 2~
<br />
<br />(2) 32 - 3~
<br />(3) 32 " 3~
<br />
<br />
<br />~._._.f..
<br />
<br />~UMINUM 5INC1~~ HUNCi W1NtlOW 51Z~5
<br />
<br />WINDOW &IZE Wx~
<br />
<br />6LOCK ROua~ UJx~
<br />
<br />FRAME ROua~ Wx~
<br />
<br />. (2)118 X 2 1t~ ~ -1(2)#8 X 2 1t~ ~~ ~ R
<br />
<br />do. BOp UllJ
<br />~9
<br />(1)1/)
<br />COASTAL >- J:
<br />ALUMINUM ASTRAGAL ALUMINUM ASTRAGAL ~ ~
<br />DETAiL -E" go:
<br />ATTACH ASTRAGAL THROW BOLT UJ ~
<br />STRIKE P!ATE TO FRAME CD'
<br />AS SHOWN. '-
<br />
<br />1~,,1/8 X 2~
<br />1~.1J8 X 38,,3/8
<br />1~-1/8 X &~-5/8
<br />1<3-1/8 X ~3
<br />\~-1/8 X 1~-3/4
<br />
<br />2~ x2~
<br />2~ X 38.3/8
<br />2~ X 5"-&/8
<br />2~ x~.3
<br />2~ X 1~-3/4
<br />
<br />1~-3/8 X 2~"3/8
<br />1~-3/8 X 38,,5/8
<br />1~-3/8 X 51
<br />1<3-.3/8 X ~.3-3/8
<br />1~-.3/8 X 11-118
<br />
<br />~
<br />~
<br />o
<br />f!J
<br />~b
<br />~~
<br />,~
<br />~~
<br />~U
<br />\~ ~
<br />
<br />31 )(2~
<br />31 x38,,3/8
<br />31 )( S~-5/8
<br />31 )(~3
<br />31 )(1~-3/4
<br />
<br />31-314 )( 2~
<br />31-3/4 X 38,,3/8
<br />31-3/4 X 5~-&/8
<br />31-3/4 X ~3
<br />31,,3/4 X 1~-3/4
<br />
<br />31-1/4 X 2~,,3/8
<br />31-114 X 38-S/8
<br />31-1/4 X 51
<br />31-1/4 X ~3-3/8
<br />,1-1/4 X 11-1/8
<br />
<br />53-118 X 2~
<br />5.3-1/8 X 38,,3/8
<br />5.3-1/8 X &~-S/8
<br />5.3-118 X ~3
<br />53-1/8 X '~".3/4
<br />
<br />54 x2~
<br />54 X 38-.3/8
<br />54 X Se-&/8
<br />&4 X ~3
<br />54 X 1~-3/4
<br />
<br />53-3/8 x2~-3/8
<br />&3-3/8 x.38-5/8
<br />5.3-.318 x&1
<br />53-.3/8 )(~3-3/8
<br />&3-3/8 x11-1/8
<br />
<br />2~-1/2 X 2~
<br />2~,,112 X 38-318
<br />26-1/2 X 5~-&18
<br />2~,,112 X ~3
<br />2~-lJ2 X 1~-3/4
<br />
<br />21-1/4 X 2~
<br />21-1/4 )( .38-3/8
<br />21-1/4 X ~-&/8
<br />21-1/4 X ~.3
<br />21-1/4 X 1~-3/4
<br />
<br />2~-3/4 x2~-3/8
<br />2~-3/4 x38-&/8
<br />2~-.3/4 x51
<br />2~ -.3/4 x~.3 -.3/8
<br />2~-3/4 x11-1/8
<br />
<br />14 X eTO. HT.
<br />111 X &TD. HT.
<br />
<br />14-314 X &TO, HT.
<br />111-3/4 X eTD. HT,
<br />
<br />14-1/4 X &TD. HT.
<br />111-1/4 )( &TD. HT.
<br />
<br />!~~-1!4 X eTD. HT.
<br />15<3-.3/8 )( eTO. HT.
<br />
<br />len X &TD. HT.
<br />I~~ X eTO. HT.
<br />
<br />1~~-1!2 X &TD. HT.
<br />15~-&/8 X &TO. HT.
<br />
<br />SEAL
<br />
<br />Date
<br />
<br />Scare
<br />
<br />Drawn
<br />
<br />Job
<br />
<br />Sheet .b
<br />
<br />'t"l
<br />("'i
<br />t...
<br />~
<br />::j$
<br />Q
<br />:.:J
<br />
<br />t,f'j
<br />",,,,
<br />'~
<br />r"'j
<br />t...,
<br />,.J
<br />iZ.
<br />
<br />as
<br />.~ ~
<br />~M
<br />U ('!"',
<br />~'7'
<br />..e::-..."
<br />~~
<br />.;::1 oe
<br />as '"",'
<br />
<br />~
<br />Z
<br />o
<br />-C'1
<br />'~
<br />
<br />"
<br />
<br />9
<br />
<br />Of Sheets
<br />
|