Loading...
HomeMy WebLinkAboutProduct Approval-Exterior Door FEBwc2c; l��m,m U / k [tw� M 543 Consulting�dB��occ��3vn��br��ouDd�s�dum� ntLu�~:�� � / R WBuilding -----------` —np, | vvB ,l.. cw.Box onvmmo.,L 33595 Phone 813.659.9197 ! Floridaa»»mmrpw�=amms,�m��o"mn�*vf^°,x*uz'�"m�000 '«e«*«*m/ent . , Report FL-7630.4 � Product Evxzb/a/� , ^ . , . Date:' 17, October " — ' Product SubManufacturerP«»duct Name Category �aa�nn/ ^ _ | . Thema Tru "Smooth Star',"Fiber Classic" Exterior ��/ moIndustrial Drive "Classic Craft"u"Classic Craft Rustic" Doors =~=''~r~~~^ EdgertonOH 43517 G|�euFiuennmssoowb�Door Assemblies ^ | Phone 419.298.1740 Inswing/outswinu^mnp*cr .� ! ' Scope: This is a Product � issuede�dbyRVBu��gCo�u�n� |nu���n�nF8c���P. Efor Therm'Tru - Corporation based on Rule Chapter No 61 G20 3 Method 10 of the State of Florida Product Approval Departmentof RW Building CnnuUlhynts and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. Thisproduct has been evaluatedd and is in compliance with the 6th Edition(2017) Florida Building Code(FBC)structurarequirements excluding the'High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. ' 3. VVhenused inareas naquihng '---hdbnmodobhupn�entionthiapmducLcomp|�swUhR]CGo�mna1OVg.1.2&R3O1.2.1.2mnddoam p�requireimpact resistant covering.This pductmoetsmiani|o|exe|^D^andinc|udeuVVindZnne4audefinadinASTME1g9O and FBCSections 18OS.1.2.2&R3O1.2121. MI 4. For 2x stud framing constructiOn,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 0, 5. Site conditions that deviate from the details of drawing FL7630.4 require further engineering analysis by a licensed engineer or registered architect. LU -U O. Seedrawing FL-7630A for size and design pressure limitations. ==� LL Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 06-0831-1 ANSVAAMVNVuVyDA101/|.S.2/A440-V5 Testing Evaluation Lab.,Inc. Wendell W. Haney,P. . ASTM E1886-02/1996-02 TEL 01460274 ASTM E330-02 Testing Evaluation Lab.,Inc. V.K.Wright ASTM E1888`02/1996-0 / 2 2. Miami Dade NOA Materials Testin ` 17-0712-04 Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by onoou�: Signed&Sealed by No.FL-7630.4 Cnnuu|bo�o.Inc.(CA#88 g « Lyndon F.Schmidt,P.E 1 S 4. Calculations Prepared by Signed u ',« ' Anchoring RWBu�dm Consultants, Inc.|nc�(CA��D13) e•,,,\ � LyndonF.Schmidt,P.E. IL 5. Quality Assurance ! �� No -- ' : ~ Corb�co0anfPorhn�ebonissued byNednno|/co�ddaUonand :: ' ' _, ---/61"- Managementcertifyingthat Therma TrCorporation is that — Lyndonp Schmidt,manufacturing products within assurance���mF. P.E. quality pLP�wp 43409 �m��w�|S<�EC170�d�G��53. 10/17/2017' ` G»aa�1vm1L. �~�^^ Q� -�'�'' ~ ' wx:�n�;tv," Add 3 �id - - -- - - THERMAITRU. 4_, IU Q 2....., ,,..q y 4.:� ''��i 0 THERMA TRU DOORS as 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 fY m = 1.4., 8�� 14.d -• 'i.p•••'••...... -"if41 ` �>o:,°;e N 74.62'MAX.FRAME WIDTH /iii„,11*F %' o n e z' q36.75"MAX. 0 N•, I► 36.00" T PANEL WIDTH c ° z o Z v "SMOOTH STAR" "FIBER CLASSIC", PANEL WIDTH W/ASTRAGAL 'v o i0 ° ra 'D'r Sarin "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" ' 13-I LL m da � E oZ GLAZED FIBERGLASS DOUBLE DOOR rl a INSWING/OUTSWING o zP0 vm2"IMPACT"P w m §m asGENERAL NOTESQ -A 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building p X = o 52Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). g "'. in a aag 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base $ S - S� }5' material shall be beyond wall dressing or stucco. a - -.mP 3. When used in areas requiring wind borne debris protection this product complies.with FBC Sections g 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile n v'8' level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2& o S� R301.2.1.2.1. N N rno - d zi.; 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck w�'o oP masonry construction. I N 2 Ix .- 5. Site conditions that deviate from the details of this drawing require further I-o e engineering analysis by a licensed engineer or registered architect. a<a 000 ft TABLE OF CONiENTS >>> i SHEET ft DESCRIPTION "SMOOTH STAR","FIBER CLASSIC" N N d "CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC" . w z - 1 Typical elevations,design pressures&general notes - — ^m- —-a 2 Smooth Star door panel&glazing details o o 3 Fiber Classic door panel&glazing details 0 0 4 Classic Craft/Classic Craft Rustic door panel&glazing details OVERALL , OVERALL DESIGN PRESSURE(PSS: in N'z m 5 Horizontal cross sections SWING FRAME D,L Q DATE: 5/22/08 = 6 Verttcalcrosssections DIMENSION DIMENSION POSITIVENEGATIVE' scALE N.T.S. ° . 1 DWGEnt AL. mm 7 Buck&frame anchoring-2X buck masonry construction 8 Frame anchoring-1X buck masonry construction INSWING 74.62"x 98.00" 21.00"x 78.75" +50.0 -50.0 CHK.BY: LFS 1 9 Components DRAWING NO.: OUTSWING 74.62"x 96.75" 21.00"x 78.75" +50.0 -50.Q 10 Bill of Materials FL-7630.4 0 $ o 0 SHED i OFJQ . . 001111111/n4 (3) 0 i e..,.:.:A.,,,,....,.4,,,,,,,:, ,...,,,..,., ..ZIf 8 iNtiv.•, 0 0 EXTERIOR 0 41111 #9 X 3"PFH WS ler TYP.0)CORNERS (-------r-1... ---7--7-- .111`11.--r 21.00"MA ... .... .............. .... .......4 '04„ 4C =..„, ammin. .... ....„,, Ii _,.........1.2„..4 -... --LI.L.-- .-J=."- INTERIOR 111Mir, g 1 kz N ..., d 0 HORIZONTAL CROSS SECTION. g 111 ix d tss, , 0 Ali ___ 1 II CELLULAR GLASS BITE --- —11) GLAZING 1"THK, GLASS R I A TApE o /111.1 1 EXTERIOR 1....Ngt 1/8.'TEMPERED GLASS 1 0 2 oas AIR SPACE ; MI 1 ; MEE ANNEALED EXTERIOR II INTERIOR . ce a Cs. 0 11".0................ GLASS , /M. -. '41 0.090"SAFLEXO PVB E. INTERLAYER (3) INTERIOR W Ark :0.., r \DOOR PANEL V.Z./Smooth Star VP 1/8"ANNEALED r" g DOW 995 OR GLASS SIKA552 0 "'IL ', 'Tr-V7`"-,•,, i':.71- E;111, h SWIGGLE GLAZING rs" 7 SPACER 1121 8 8 0 o 0 GLAZING DETAIL P• 2 2 2 w te ri W.W W LW r.-- .,...,.,..... _ 1.54' i_I---- 1 --- -r--- 1 -1---- ="---- ..,1. 4.., -=---e.,,, . ':,:;!I'f'•'',..,::, - . '• 0 — .1 --=.7" ,L."'-..,..'. Ci 2 ',.. '.i L_4'' 7 =fif .:21•4,<...:?:-i a •_,-. ._.-.....m ,._:..........-..._.-.2... _--... -. ;;--:'5:',re':'• DAM 5/22/08 1 a 1 • ''' V'',L. iS.1 0 scAlm N.T.S. , 5 DWI MI AL ,m g 0 •P RAIL 0 BarroM RAIL ®HINGE STWE 0 IATCH SOLE atk.sr: VS i d 1. . 2)VERTICAL CROSS SECTION DRAININD WO. FL-763a4 i t weer_2_oFik ..Z; P.- ..• - . ...___ • ei) ...T...-......%,„.., . 4:;c...... .....%. , e 0 4„3,1 MW 0 EVERIOR i_____,_ ,._..4to:, g 4,....:a94 I;a:,n 1.V:" , .......... ..._,..,..10ed ''53-g 11,1 a" I= t •, —= AI #9 X 3"PFH WS ,F ,i, Typ.(4)CORNERS° k 4,,,, v..t...., ..,.... ,....,....„___ __ ___ i''''11111 1 trIV%NNN N. 9; 21.CO"MAX. `g 'E. DLO. MEN \‘‘Ilk" V71 F!''.a''.? iipmum INTERIOR 0 —E ` Q cia:EE , i IIII_SjLI ._ 0 HORIZONTAL CROSS SECTION A4 • d • iz 4r1 —1 § a• g x c, „„ 11 R . aN LE1 Mr 1/2" § Ej 05'''.• R o CELLULAR G SS BITE LA 1 ro ,"THK. ffiT 1 GLAZING GLASS TAPE \N./ • 1/8"TEMPERED rn 1 / GLASS SI: /r/ EXTERIOR _z__1116441k AIR SPACE ‘i (' M LI 14- --i--- 5/32"ANNEALED EXTERIOR • INTERIOR ._ .. :.. IN 0 GLASS 0.09Cr SAFLEX9 PVB *4 INTERLAYER INTERIOR w 0 1/T ANNEALED 1..`",i'• DOW 995 OR 0 GLASS 1.&--1 G ri Tv Ni SWIGGLE GLAZING cd ®gb00er yaAsstNcEL SIKA 552 • zT a SPACER 2 2 0 1 CliMie 1" . 7, 0 GLAZING WAIL R R R ie , z = ---1 1.27 r 4.11" - .'-10 z'll i p:'S,w a O 1g .54" 0..._71 __ 1 __ _ coo ::74...„.... t, ‘,.. ,. e, z d 0 '•-''..",i,y:', ',1-:•w..,:‘..;:,‘ [Till .-,N-, . I k. me 5/22/08 g SCALE: N.T.S. .' 1--- T ne,:-.-1 CD Ca DWO.BY: AL i CHK.et LFS . 1 3 0 LATCH STILE cc 0 TOP RAIL 0 swum RAIL 0 HINGE STYLE DRAYAHO NO: N FL-7630.4 8 2 VERTICAL CROSS SECTION N SHEET 3 OF i,0 0 t 9.• 2 • ..--_ ``%%otim1,„,, - - • © #9 X 3”PFH Ws (ED '' "`f$ =='at m$ 4S3 21.00 MAX. v TYP.(4)CORNERS 0 7.0:1 :f * W gI<=e'm D.L.O. m� m EXTERIOR 0 7-.1(1).-A g g Q:'o z11 ]fl°Arritlin IATr: f � fL .1111* ''litt, '''iligk°0% T *"Thi o INTERIOR O \ LL o 0 Ifl Ls v 0 1 HORIZONTAL CROSS SECTION k� 0 0 CELLULAR GLASS BETE 1"THK. I �� GLAZING O GLASS 15m m ,� TAPE gr` ISI Z. MI 1/8"TEMPERED EXTERIOR GLASS g Ca p • AIR SPACE c o yo 5/32"ANNEALED EXTERIOR I INTERIOR a vS 5 60 L100R PANEL 0 tilq101111E' 11.7=-0-___ GLASS Y Y F O Classic Craft 8 n 0.090"SAFLEX®PVB - N Gassic Craft Rus11c INTERIOR �� INTERLAYER U 0 DOW 995 Y 0 1/8"ANNEALED Inln OR GLASS 1-,....7 SIKA 552 0 SWIGGLE GLAZING ' N N g SPACER iiir ` 8 N INIMIV880 0 G1 GLAZING DETAIL 2�2 g C.g `1.49'1 - 4.13" a» i u I —.-1 'I—0.030" N. ry_ g • Cif + I I 1.48"�{ - ® — ^m W a a I N,^c.o t -- '''..LI �� rr Cti yr} m �--n- -� , $ .. o F..,—„,:(,,„t„,,,„ n a z u T ,,., r k. 4 ti(: ' ush: 5/22/08 i 1 `'-'4;;l; CD SCAE: N.T.S. °d O HINGE STYLE LATCH STILE DWG.Sr AL m' O 0 TO':I ()BOTTOM RAIL cat or: LFS 3 2 VERTICAL CROSS SECTION DRAWING Ha � q FL-7630.4 0 0 g SHEET_OF'IO H 6 NOTE 00 O +` ••.m •' ���' uWi 1. (12)OF ITEM#4 ASTRAGAL RETAINING �i ®i G t 4",a3 M SCREW LOCATED O 3/4",2",3-1/4", I O ° _O 4 * 1 g d o 4-1/2",18-718",37-l/4".57-7/8". © , (A: z 41 01 76-3/8",90-3/4",92",93"&94-1/2" INTERIOR �i.:, �� u FROM TOP OF ASTRAGAL. /�� �'i r.•••.• .. o m m ®i 0 Iv7j41:i 'l/1//// F.fill: a V a C ;IF: aY. CI 0 En zwz Ea g Do ©•` © EXTERIOR 0 8 9EE z 0 __] / 1-1/4"MIN. © 4 © EMS.(TYP.) 1-1/4"MIN. �a rco s' 6 EMB.(TYP.) g �o � EMB.(rYP.I � 0 4 HORIZONTAL CROSS SECTION © O Shown w/1 X sub-buck 0 oE F. 0 O 04 O (DC) CIO ® SEE NOTE I (D� O O O . . INTERIOR O O INTERIOR r.•i• ° e 1 ° n ltaltrAr - •• •.:. A Atil 10, ...! 109/ A -1. ,/,,, „, I A . . I(� VV#AE7/A W4'I'I X22 • =unuunu!u¢nu 1 r ter' I. 1 n+n��u��an°wr a a a u a° ' ) /� EXTERIOR O EXTERIOR O t� 1."°' ^'N a e Ilk O O I/� z •1o• . qN.-Z a ® • 0 QATe 5/22/08 ? Q: 0 0.15" 0.15' C'SINK C'SINK I 0p •,,'° scat N.T.S. ° 1...._ DWG.BY: AL �v m r O Ur.) (TMP'J CHK B1: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION C)HORIZONTAL CROSS SECTION ORAWMO NO. mOInsuring shown-Ousiwing also approved O FL-7630.4 0 5 Inswing shown-Oustwing also approved Inswing shown-Ousiwing also approved N SHEET 5 OF 10 9- a -- -- ------ • .. _4 4.! 0 V vv c.a` o 0 - ° n ill 2 * om _ 0 - 1 '. r4: 201.2 — ,. '••'. .12"140%•� 7-! 01 0 Pla"111POW z--7 2� �`� , li N $ E z1ocdi 00 9 0 �� �- , O 0 j 0 2¢ a maa(a / E Oz 00.i � y. O 0 a Sof r �^ EXTERIOR INTERIOR 8 3.0: ° O O b EXTERIOR j INTERIOR $ z EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION o 6 Shownw/iXsubbuck �s „ -gE w ©Outsw1ngshown-Inswlngaoapproved VERTICAL CROSS SECTION z • �� §m J 2 E e 0 � 0 I 4! ° a. ° a a 5 G . F INTERIOR // EXTERIOR ® ra 4. tth .s ® ( )VERITCALCROSSSEC11ON csi IN Outswingconfiguration `'"� usmm ego 0 0 / 0 0 ® EXTERIOR pyINTERIOR S p �I�\_ ff. $ W m S _ _.. — , ,i 4� "^ , f [J Y�l © - '� __--- - - n O1`F- G e_ i ° ° MI N^O a , mm 5/22/08 z - ° ° �: N.r.s o ° o N.T.S. DWG.BY: AL to 33 VERTICAL CROSS SECTION °VERTICAL ct CROSS SECTION ,c Err: LFS6 Inswing configuration Outs-wing configuration 0�+0 NO.: m FL-7630.4 0 oSHEET 6 0F1 a ----- - -- ----- % i:%.,611.1•Ic ... •'' d,, 4"8 _Zil _._7. - �N: 1 em I• ----i-F------FT-------Til ° — %� z 03J,,:.-!1-5..p,„,,,,• SEE ���•• ��� z o O z _ O DETAIL 1 �rrL•1.111t� n(13_ TYP.HEAD ASTRAGAL _ MASONRY TYP.HEAD& o . .4".4 MASONRY &JAMBS SHOWN FOR `" o OPENING JAMBS r `8�S=g 904°c w OPENING REFERENCE - _ g (8,7 g d r a U a94' mda� 2X BUCK W O FRAME I r O E o Z p� -1- ,_ -; i © 411 >cZ 2X BUCK - -I a tx 0E o zz TYP.SILL g^ ©,I SEE HINGE [� DETAIL - SEE I, Ery p �� w DETAIL 2 ® a' a o 4 'ir r I I rI ":1 1 �:' ' IATCH&-DEADBOLTDETAIL 0 p yY .. U O C7 U re F. BUCK ANCHORING HINGE JAMS FRAME ANCHORING ASTRAGAL Y.P,m Masonry 2X buck construction g '� O H & © m m _ CONCRETE ANCHOR NOTES: _.� �I�I 8 El o v 1. Concrete anchor focaffons at the comers maybe adjusted to maintain the min. Er P. edge distance to mortar joints. 'myN 0 It V .c-. 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to R R R maintain the min.edge distance to mortar joints,additional concrete anchors s W W N may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. DETAIL 1 0 g c 3. Concrete anchor table: a a a o e HINGE DETAIL >z> 3 •ANCHOR ANCHOR M MiN iN CLEARANCE MIN ,.. . . A,NC — N M .;T1rPF SIZE EMIiEbMEN TO MASONRY TOADfACENi N-\ EDGE.? ANCHOR•..:. c^m o m TAPCON® 1/4" 1-1/4" 2" 4" _ "'N d Z ELCO -;2 ITW �h 5 22 08 ULTRACON® 1/4" 1-1/4" 1" 4" / / J �T>-' N.T.S. ° TA ON® 3/16a! ITW " 1.1/4" 3" 1-1/2" ova By: AL m' ASTRAGAL CUL 8 LFS ; 1 WOOD SCREW INSTALLATION NOTES: BOLT HOLE 0 Ci g 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of DETAIL 2 DETAIL 2 DRAWING x°.: m nB wood screws to prevent the splitting of wood. Outswing Inswing FL-7630.4 a 0 6 SHEET_Z of 10 a -- Q. 4" 3" �, ;/ , ' . n 8" 7'—1 =Zi l5 f").':�=M w SEE i*'irr * •�����`` z 61:2 ao d L7 _ 0 DETAIL 1 _ *MI ittt2 M a N•:Z to Z=z MASONRY TYP•HEAD& To, zm n vOPENING JAMES. _ _I ® 9diDw. m� 4 mdG.0 FRAME =0 © �0 o u cZ — i 1 o° !In: ©_1i Y �'� o 1X BUCK — _ �1 0 >cRg o SEE HINGE I TYP.SILL —I 0o EDP Z DETAIL — SEE I 1�' j ao DETAIL 2 LATCH&DEADBOLTDETAIL Omzoo :r li 0 ID Ire D. HINGE JAMBASTRAGAL a masonry FRAMEX buck I S. O 0 HINGE DETAIL no ii 0 0 g _1.� Pu�9•0 o s, 0 CONCRETE ANCHOR NOTES: N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. R R g `` 2edge distance to mortar joints. DETAIL I . .. c g. 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to0 R.j ci $ maintain the min.edge distance to mortar joints,additional concrete anchors :s may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. p 3. Concrete anchor table:--- ^a < - - -- MIN CIEARANCt MIN CLEA:RAN E ^N a--, EC ANCHOfI ANCHOR MLN: ~ z yypl 6h IL1L DMEIVT 70 MASONRY TO ADJACENT = .•.:SIZE•:: .....ANCHOR . M N^ci G U EDGE ..... 1_�' DAle 5/22/08 i I11N ® 1/4" 1.1/4" 2" 4" scuE N.T.S. TAPCON ASTRAGAL ITWBOLT HOLE O DETAIL2 DWG.BT: AL m ic. TAPCON® 3/16" 1.1/4" 3" 1.1/2" offing Inswing CHIC et LFS 1 WOOD SCREW INSTALLATION NOTES: DRAWING er I.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-7630.4 °oP II wood screws to prevent the splitting of wood. N SHEEr 2._or 0 0 a 1.42" • 1.32"iir4:.9/ , '% I 4.563" ; 1r 1 =Z'a� �S :v"� —16 } I z `� Irl II I ��\ g 1�OI d f�2.36"�7 O EV..WE FRAME O INT.LRE FRAME //�I�L •L 111 ;\\\ f .z� I Num. Y Alum. 7.75' 8 u 0Telk ii HEAD d SIDE ;—; N g E m 9 m o us fii Jamb f _ Q 1- }.... VL.t'y,.r,1.4:i,,,w.., D m a c O 0.554 ':x n;i_yY:'$i ;i .i o z° I ° Ja —1 c 35 dSWtableThres MONUMENTALING ld 0 I O UTE FRAME TRIM 0 L ea o 4.563" I 3 PVC 5.72" LI g O k3 OUTSWING §'rg Threshold 7 ` 8 E2 a m 18 :.54%inj r 7 ce 0.126"— �- 36 INSWING ADJUSTABLE a a "F.:' 0 Threshold ' ' � 1-'-. .. cr el'l —` 5.87' n cC—_-T'—� _L N - -.1- 0.063" „__ n a F 4.56" I L ,I !` •e N 3T O!LkUTSWING THRESHOLD I- 1.91"--�I �.6v."'`.!'4<."..i 71.1_, "`,tx%`: � o Ft P. Coastal pp pp pNp �J d F F F n O INSWING SELF ADJUST 96 ASTRAGAL 37 Threshold tl n'N F 5.83" n\\W Z 5.75" �^ a I I- 5.83" a0 I o r � x 1 Z },. .'r,, 111-' �'4: r J t r +4, I,.}'� • 1="'�r-t--t+ M7E 5�22�08 i ;'5 .,.n o ..5. L!11 !'tit 1.: L , ',.!a r5Y h r-.1 N.T.S. '7— I `�� ....... ._fit.ru. . .. :,.,.: SCAM o i DWG.BY: AL m 1E ®I SWING cwc BY: LFS 3 Threshold O INSWING CS ADJUSTABLE O INSWING IMPERIAL D� rm: Ti Threshold Threshold F7-7630.4 a a SHEET 9 OF 112. N a a ------ - —-- - - ----- BILL OF MATERIALS .�`,�:•••'•...., tJ„ice N REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL C:• •'.'�'y.. co A 1 X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR - =Z'c$' 1 6�”.1:ci n B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC =0:g * 1 i z e m C MAX.1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE %N'• Z 4:'o• o'm, D 1/,l"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD/LVL ..11'. ..•' �'e.,.. °°"' E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 44 HINGE STILE WOOD ���,''•''••• �,,• `�� IR. m 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL COMPOSITE ��I,,, , n'of z'0 m • z' F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM �'N'' G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC - 811. z m z cci H 1/4"x 3-1/4"PFH 11W CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC N. N? 9 ,c a I 1/4"X 2-1/4"PFH 1W CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE m o.D.8 m q 4: J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 53 LATCH STILE WOOD/LVL Eo c Z K #8 X 2-1/2"PFH WOOD SCREW STEEL 54 HINGE STILE WOOD o § $W L #10 X 2-1/2'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 55 BOTTOM RAIL COMPOSITE ° G: 1 EXTERIOR UTE FRAME ALUMINUM 56_ POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 2 INTERIOR LITE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC - z 3 LITE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC o 4 #10 X 1-1/2"PFH SCREW STEEL 62 TOP RAIL COMPOSITE ti 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 63 LATCH STILE WOOD/LVL `� 0 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 64 HINGE STILE WOOD 10 E 1 s 9 4"X 4"HINGE.09T'THK. STEEL 65 BOTTOM RAIL COMPOSITE g1' a o 10 #10 X 3/4"PFH WOOD SCREW(HINGE TO FRAME) STEEL 66 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM I A 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 96 COASTAL ALUMINUM ASTRAGAL 606345(THERMA TRU) ALUM. ? o --18 THRESHOLD OUTSWING ALUM./WOOD 97 ASTRAGAL STRIKE PLATE STEEL c �, p. 19 HEADER JAMB(PINE)SG>=0.42 WOOD a i g. 20 SIDE JAMB(PINE)SG>=0.42 WOOD 21 DEADBOLT-KWIKSET SIGNATURE SERIES(780) STEEL g• 27 LATCH STRIKE PLATE STEEL ,. 28 DEADBOLT PLATE STEEL f. 32 DOOR BOTTOM SWEEP PVC 1.-:1-,-,•. 33 INSWING THRESHOLD ALUM.COMP. y Z 34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. • (Z)35 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. 8 a o g g 36 INSWING THRESHOLD ADJUSTABLE ALUM./COMP._ N Z d 37 INSWING THRESHOLD SELF ADJUSTABLE ALUM./COMP. o R g 1 38 INSWING THRESHOLD IMPERIAL ALUM./COMP. a¢Q NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) Li >>> __— __ - - ___- 1.,::in m 0\\g j Q ^b m Z MN•-Z B DATE 5/22/08 3. SCALD N.T.S. 3 F DWG.BY: AL m gp CHIC BY: LFS 3 a'I DRAWING Nal ti gD• n FL-7630.4 °o oslim 10 OF ILL ce