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HomeMy WebLinkAboutFiberglass DoorTHERMAITRU 0 THERMA TRU DOORS I 1 B INDUSTRIAL DR., EOOERTON, OH 4351 7 OPAQUE FIBERGLASS DOOR w/ and w/out SIDELITES INSWING / OUTSWING "IMPACT' GENERAL NOTES f. The product has been evaluated and is in compggnce with the 51h Edtion (2014) Florida Building Code 1FBCt structural requirements excluding the'High velocity Hurricane zone' (WHZ). 2 Product anchors shot be as fated and spaced as shown on details. Anchor embedment to base material shag be beyond woll'dressing or stucco: 3. When used In areas requling wind borne debris protection, this product compiles with Section I6W.12 of the FBC and does not require an Impact resistant coveting. The glazing meeh missBe level'U". The assembly excludes Wind Zone 4 as defined In ASTM E 1996 and Section,l 6o9.1.2.2 of the FBC. 4. For 2x stud framing construction. anchoring of these units shill be the same as that shown for2x buck masonry construction. 5. Site conditions that deviate from the detalis of INs drawing require further engineering analysis by a Ecensed engineer or registered architect. TABLE OF 114.75- MAx. FRAME WIDTH 075` 0.75 37.75' MAR 37.75 MAX FRAME WIDTH FRAMEWIDTH ;"` ®® o o. o IV r� 37.75*MA" ..{ 762SMAX.FRAME WIDTH — I FRAMEWIDTH I ®® � s3 T3 • O e o' • • J� fAA7�6yiWC11 �� D G�PFES50�(QSF � E sroN ;DrAti6�tSiD,''� ��?Sm��;� "iSE'y7irNE- 37.75-x 98.0- N/A +50.0 -50.0 76.25 x 98.0- 21.W x 78.7S" +50.0 -50.0 114.75" x 98.0' 21.00" x 78.75' +50.0 .50.0 File Copy # 5 s g ^no u 8 21 12 3 N.T.S. JK ca: LFS 3 onxc MD: ° FL-15037.3 a i s i6 G Tq6 ft%lf—Tm PMMANFNTVkrids Pmdun 23 . I !1 � C I ® ® � Pp`/ El O v NN I �A� i �Ta� F 9S.95*MAX DOOR PANEL HEIGHT -1 - Og IT O O s O B: A Y Y �: N 0 ista A w z s �m $m. yT a� = A 9 s OZ° ;go� nF�---�89T 0.91• Mi G D ao I a w.w. ewa......... rwwre Leo N. 434M •\• PRODUCT- THERMA—TRU 4ewan�Y.Prepmee �'+ i 88810 2/ Lyndon F. xhmlat / ��i� •-•.W/ P.E. N.. 1]108 j j,A1 j1TTT,``,` BUILDING CONSULTANTS. INC. TART OR ASSEMBLY: PA SMOOTH STAR DOOR PANEL DETAILS P.O. Bo. 230. WO... FL ]]]Be Phone Naa 8,].838.o,a7 F73PE CA No. 9a1] i 0 00 4 ® 9 ® �A s N �+ f+9525w MAR. D00R PANEL HEIGHT '1 C O se � z _ oy Z p0 0 3 IWO / N fn � 22 - N F^} 0.91' Z `d1�t�118 I�� ff4�f4 N. 45109 $� 0 PRODUCT: o^^o^+ov �P�O OY+ fWCO' !• y P TNERMA—TRU Lyndon F. Sehmlat % !Q46Dt' f .I. n m ME Na 43f00 � /n���� y PARE OR ASSEMBLY. (>�p'/BUILDING CONSULTIMS. U!G Im N N FIBER CLASSIC, /i, lA/ P.O. Boa 230. VaWco. Fl 33500 l>Y E. No.: 813.659.0107 REVISIONS - _ - DOOR PANEL DETAILS FBPE u No. 0013 O ama B.w. em.00.e eo...uuT.wm iec. ov���a© IgmenMme TM PBU4ANE4TViodd4 Pmdud Appm ISVL-15037%Drftinp\CwmfAM-1S037Owq 43 s I 19P N ® ® p :m no QQp� N 95.75 MAX. DOOR PANEL HEIGHT - csi ci � O Z m �* a 0 IA 6 0 0 A y 6 2 t So =p �F �F y z w {� 175' a 9p O �0� y3 L1 n o; =o A N G z A O � z v Wh k. f . 1 t• N, .. ....... .. ....... ..... .. _. v Irv. a * y a9c 0.94' 2 IO Itllttll llpp/7 No.401W A � � � +� � � PROOULI: Ds.+e,w,b P�m�a M+ ; •t I/1101ff , A 1 9 m THERMA—TRU 4Ynden F. Sd�Mdt ♦Rpp- P.E N. to Z N /•�/7"71111/1 Iltt`tt $ V y ' PART OR ASSEMBLY: //T��BUILDING CONSULTAMTS, IN� 1 15 15 UPDATE TO 5TH ED. 2014 FBL IF5 ✓lr 1A/ P.O. Baa 230, VoWco, FL J3696 L a NO GATE 8T- DOOR PANEL DETAILS Ph— No.: 513.659.9107 REVISIONS FBPE CA No. 961J D aGl a w.w. euiivwe ce,.au�e....., �„�_ G1 EXTERIOR 0.66' EXTERIOR - STILE (WOOD) INTERIOR STILE (WOOD) INTERIOR 36 W �' %11 HORIZONTAL CROSS SEC110H PANEL WIDTH 5 21.00-MAY. D.LO. EXTERIOR CELLU' GLAZING1°THK. GLAZING GLASS TAPE 1/B°TEMPERED GLASS AIR SPACE J�(lE 5/37' ANNEALED GLASS 0 O 0.09T PVB INTERLAYER s (SA EX OR DUPONT BllTACOE) nd q10 K 1-I /Z. PPH1/B'ANNEALED GLASS DOW 995OR SIKSW IGGLE GLAZING SPACER INTERIOR ° GT GU7MG DETAIL •�` TOP RAIL 1.6T-+I ,.. ••• , (COMP.) YCGGLI�III1 o ��-'�' IVm o As Solo d aN fx a Co v! i a o� EXTERIOR INTERIOR ul to 0 6 o 5 FOAM CORE 1.471 1.37 (POLYURETHANE- 1.9 PCF MIN.) M FIBERGLASS SKIN y � (MIN 0.065'THICKNESSJ 0.06' -°Jim �} BOTTOM RAIL m (COMP.) TA 0%1.10RFRAME INTERIOR FRAME 3A DFE FRAMETRIM (ALUM.) I--ISI° -{ -- Lf5 VERTICAL CROSS SECTION owNwc Na j FL-15037.3 sNm 5 a 16 D.L.O. _ 3QOP MAX. PANEL WIDTH 5 M s id O ) S °o N 51 SIDEIRE PANfl hDer Cask mTOP RAIL 1.6r NTERIOR STILE (WOOD] W� LNTERIOR 0 HORIZONTAL CROSS SECTON 6 EXTERIOR CELLULAR TA —'"� I/7 GLASS BITE GLAZING I 1"THK. GLASS TAPE 1/Li TEMPERED GLASS AIR SPACE 5/37 ANNEALED GI/SS EXTERIOR INTERIOR 0.09(" PVB INTERLAYER f;) (SAFLEX OR DuPONT BUTACITE) 010 X I-1/2' PPH SIAS 1/8" ANNEALED GLASS DOW 995 OR SIKA 552 24 SWIGGLE GLAZING 3A SPACER INTERIOR G1 GlAI1NG DEFAIL HBERGLASSSKW IMIN omr THICKNESS( 1.47 137 GG,, o FOAM CORE (POLYURETHANE- ((rr� 13 PCF MIN.) ft BOTTOM RAIL yl (COMP.) TA EXIEEIOR FRAME iii INTERIOR FRAME' 3A LBE FRAME TRIM (ALUM.) IALUM) IAWM.) VERTICAL CROSS SECTION 6 21XW D.L.O. TOP RAIL r-' 1.67' —•j Gl EXTERIOR (comp.] r;Sr; rlr$� R0 SDLE (WOOD) STILE (WOOD) INTERIOR 36.00' MAX. �1 HORIZONTAL CROSS SECTION PANELWIDTH I 2 52 SIDENIE PANEL ' C1mvc Doll N EXTERIORo IA 1/T GLASS BITE CELLULAR GLAZING 1'THK.GLASS yz g� TAPE 1/9' TEMPERED GLASS yy uy AIRSPACE l� G o u� 5/37'ANNEALED GLASS n EXTERIOR INTERIOR 0.090' PVB INTERLAYER (SAFLEX OR DuPONT BLNACITE) GT AlOX 1-1/Z PPH SMS 1/B°ANNEALED GLASS DOW 995 OR SIKA 552 SWIGGLE GLAZING 3A iA SPACER n INTERIOR 4 GI GGZI GDEUIL E1 m � rc IA7 --{ 1.32' FIBERGLASS SKIN '^''•s' `"' $ i (MIND.090'THICKNESS) s:a•I: S.•.:..: pp FOAM CORE 0.06',=,., (POLYURETHANE- — e f 1.9 PCF MIN.) ,....� —o BOTTOM RAIL '•"II h: B 21 12 ` TA EXIEk10A FRAME 2A INTERIOR FRAME 3A IITEFRAME TRIM (COMP) .`''•'r :%'. scuc N.T.S. (ALUMJ (AWM) tHt. er: LFS o, ox..nc rw.: . QVERIICAL CROSS SECTION FL-15037.3 s 7' v 16 n _ _ p kVXI nMT T.PE NEW\ Wi Pmdu APP—I.VL-lSO31[h—k.\CimnM1l -LW37A, 83 •wr wr �W O O �W X r wP �N yV •wW •wN wN rjA WN Or N W O N r 0 ' z Z 0 0' O N O ® rWIOU_r �a V W •O N t',� N u W� Or 0' ® O N O � W N W �\ OInaN r ' •'t Na. �s/oe ••. IgQ 1 tttlll Qp °f Q m' - PROWQ: TNERUA—TRU Doami�4 •mpvxd 91+ �i f0990P Lyndon F. Schmidt P.E. No. 4 Q f�.r^�i•_ /�•,•, �� m N b Q V z ti y "' =4irr�n1AllLtNt /%�{ BUILOWOCONSULTANTS, MC •� P.C. Box 230. Vold— FL 33595 PARE OR ASSEMBLY: la V ELEVATIONS Ph— No.: B13.559.9197 REVISIONS nIPE CA No. 9513 ovmm��m© INTERIOR EXTERIOR INTERIOR Insvingg configuration shown Outsr,7ng also approved EXTERIOR d � ' N U cIwK (TYP.) C g E 1.1i4'MIN. EMB. ITYP.1 HORIZONTAL CROSS SECTION \_!,j Ins Vonfiguration shown Ouhwing aho approved r INTERIOR \\\ 2 Zr v �tipo a ft W h � � p = o JJ FV W Z o z EMB. p.) FMB. 11'IP.) %2—\ HORIZONTAL CROSS SECTION 9 I configuration shown W/ 1X Buck Oung also approved a nQ _o z i ee2t t2 i N.T.S. s a : JK er. LFS 3 omc xo: � FL—ISOJ7.7 xr 9 v 16 0 7r7r 1'%kL NOTE: 1. Siderde Icatener. 6' from �....... , ..� any each end and 6 more screws equally spaced between I8 screws total a P lamb z z S o U E§ 5 �` I•I/d MIN. M SEE NOTE EXTERIORa � EMk InPI M SEENOTEI 27 X 29 40 41 42 24 Z @ 0 50 S1 52 SEE NOTE 1 24 L 50 51 52 0 EXTERIOR M o „ m U O r 6 T L INTERIOR 7 7 12 INTERIOR U • �0.15, CSINK L L C InPd 86 1 1 86 E; o B 1 � rr E a 5 HORIZONTAL CROSS SEC17ON 0 HORIZONTAL CROSS SECTION [� HORIZONTAL CROSS SECTION n 10 Ouhw g configumfion shown 10 Imwng oho aPprwed Oulsv6 g configurafion shown I rmhng aka aPProved 10 Outsw ng configu of on lh. Inswing oho approved TT—o _— o i WL 8121172 s—D N.T.S. _ wa. ar JK oa. an LFS 3 awnxo r+a: a FL-15037.3 aaeT JQ a 16 0 MNanlMh m TM PERMMIENMcdde RPdua App=aIsLP4150 r avdngs%Cun M-15037dwy, 113 1.11CM1N. EMB. (TYP) a o - a o lei m v .Ov O z Z V 0 Z ' m e�•' . US CSINK (IYP.) o •. 1.114• MIN. . DAB.(M.) I-IMMIN. g c EMB. VYP.) N y 22 Iz .a. I� � > •. � N o • .. Y-• � � P n S"n Y AO y E 0 Fl ti%I O ?fy'j 2 V n W 1-114'MIN. EMB. (IYP.) ��v,•�yeoi�j••.T N.4340D _ •:••• 0 � � PROOUCf' THERMA-TRU aomnme� rr.Pe•.a M+ i ROaCOF •� F. Al • 0... r'f ff Fox N 4os // ..... to 0 o P 2 N -1 '• /•?/.1'=4fMl1YAl1.ILLLLL`` CONSULTANTS, 01 PART OR ASSEMBLY: 1 1 IS IS UPpATE TD STN ED.3016 FBC LFS V H x 1O -- IB.0.ILDINGEl- R�/�/ P.O. Boa 730, VaWea, F111303 YY NO DATE 8Y CROSS SECTIONS Ph-e Nos f11a.38Y.v127 FBPE CA Ne. gala R I IONS -- - — - 0.WenhlThevu7m PMMANFN7YWdaPm&d APwvrahVl-]503TOlewinm\CmImt1R-]SN7Aa 123 a�O o mks ly4 I.1/4•MIN. ' EMB. CM.) n 0 3s H 7T,Z 0 m • W I� � � N l7 o 3 �• � N� 3 N a m � e mp In a= A � N 0 A Z I�1 m n A Z � N CSINK • " IttP.) 1 1IB MtN. FMB. rM.) 1-1/4 MN. EMI. QYP,) z N O F O In n IONN �O7r N I0 A F m 3 ="n o p •• s� _i•w< ogH z to IA N , v u PI .1-1/4•MIN. . EMB. PP.) z Na 4moo y 4 PRODUCT. Do�wwnb Pnpm.e mmor f: '� 7$1 1 TFfERMA-TRU U+rd F. SahmId _ NQ N m I p.E No. 4.14011 ll\V \\\�\ PART OR ASSEMBLY, VBUILDING m© vwl viuvllnvtiv0 vtlivninB 'M'tl 610E � cIM •EN Yo UEU LEIB'ES9'CIS :'cN ...4d -U ' SEEPI-A 'OM —8 K' oa'O'd "�NI 'SUJV1lfl5NW SNOIOS 71pI1NiA SSONJ ONV N1NOZ1?JON SV :AlSr0S a0 laVd N N vi Y ' ri el omcnln8 Q'f Illl// M• N 2 h �I \\11111 'd I hC 'TII ., IPIw4�5 P�AI ` f o'lEE9 4 uB wmdvm nwemoo llal—lM'a3N1 :1Jf100ad L'I X 3 e d 6 6 y� a ct BOYC4'oN � � NIW.4/l•l � G U ca O u°E w GwQ u /� N N c U U m ('dAll'9W3 wl FT p O 'NIW sl 0� LDL z x os � O 'xrwsl H V! Q a$ U i o<I O U w d^ W 2 O W H U W N 7RMl Sl y O.Q 'XWJSI J N c OR 'NIW 8 Q ao Si SCl O) O Z �a U = a Q W W {lam ZI XI \ w z Z U H U y ps u oQ � . ..A m US . . . . . . . 41 U e E O 'NIffj `oa SL'1 3 ° m aOR �C -M.TiO :co Oh S OS EES'E'MLEESL-Wvv++nJ4�v+OV.EE51-WP'✓�+adV Anpwd �p!+giUN3NtlWIpa w10vw41Wv+!0W 4' I I � III III TYP. HEAD & JAMBS I III III MASONRY MASONRY TYP. HEAD I I ASTRAGAL _ &JAMBS SHOWN FOR MASONRY ttP. HEAD III III &JAMBS OPENING OPENING REFERENCE ii OPENING III III III III 2X BUCK 2X BUCK I I I I 2X BUCK-,,II� FRAME �II _ I I SH=OR III REFERENCE III � ° 0 I I: I I I I I I I I I I . u � ° III III III III III III III III III III III III BUCKANCHORING BUCKANCHDRING CONCRETEANCHOR NOTES: 1. Concrete onchorlocatlons at the comers may be adjusted to maintain the min. edgei dstance to mortar Joints. 2. Concree anchulocallons noted -MAX. ON CENTER' must be adjusted to maWain the min. edge distance to mortarjolnts, oddiNonol concrete anchors may be required to ensure the •MAX. ON CENTER• d memlon are not exceeded. 3. Concrele anchor table: ANGIfdR ANCHbR MIN. M1N CLEARANCE. ,MIN CLE/SRANCE TYPE SIZE' EMBEDINENt NRY roMASOlTW TAPCON° ELCO ULTRACON WVUU as. Iri]IA 11VN nUl M: 1. Maintain a minimum 5/8" edge distance. 1° end distance, & l`o.c. spacing of wood screws to prevent the splitting of wood. BUCKANCHORING us Q o _o z 2 B z1 1z �+++ N.T.S. a er JK s e LFS s Z xo: FL_ I SOJ7.3 m 14 . 18 a T I 4.9/16°JAMB t p 4MB 9118, JAMB 4 MB L 2X BUCK a _ L 2X BUCK I JA OIRECTTO _ D 69/16" — J 1X BUCK MASONRY MASONRY J I BUCK DIRECT TO JAMB MASONRY TYP. HEAD 8 OPENINGTYP, HEAD d MASONRY OPENING JAMBS 7 FRAME = • JAMBS Jlf- 0 FRAME TYP, — 2XBUCK F BL — O MASONRY N 9/16' JAMB OPENING FRAMEANCHORING O 6.9/16"JAMB DIRECTTO MASONRY CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the In edge distance to mortar faints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to modarloints, additional concrete anchors may be required to ensure the "MAX. ON CENTER- dimension are not exceeded 3. Concrete anchor table: i E 2XBUCK TYP.Li SILL Yi II I 1-1 L 2X BUCK 11 I 49/16" JAMB I J 1X BUCK — 6-9/16"JAMB D TYP.. HEAD 6 DIRECTTO — JAMBS — MASONRY — — 4-9/16"JAMB N _ L &'JAMB _ DIRECT DRECT TO TIP• MASONRY TYP. SILL F — — TYP. _ SILL — z y 0I o� a� fRAMEANCNORING DIRECTTO IN4.916"JAMB T MASONRY O 6-9/16°JAMB FRAMEANCHORING DIRECTTO I y MASONRY IN m 1XBUCK j{ 29 In 2X BUCK L a 24 28 iB o Kz a Y4 ANC►.gq ANCNi7R MIN; MIN -CLEARANCE MIN C4EARA!CE .....iy . . .._.SI;E;: . EMBEDMENT ....:,:; IQ MASONRY .._,.,.FOG6 : :10ADJACEM '; ;:; •ANCHOk:::..:; ITW TAPCON° Ipr 11/4' 2° 4' ELCO ULTRACON a 1/° 4 1-1/4- 1" 4° ITw TAPCON 3/16° 1.1/4° 3° 1-1/7 rr marnaanuun nurra: 1. Maintain a minimum 5y8" edge dsfcnce, 1° end dstance, d, 1° o.c. spacing of wood screws to prevent the splitting of wood. Xv— HINGE DETAIL DIRECTTO MASONRY N " ti SEE HINGE I BUCK G 26 2X BUCK K DETAIL i 2X BUCK K 1X BUCK G ua 8121112 . 24 DEADLOLi DETAIL Strike SeCwIIySM Single IXI Configuration onN DIRECTTO MASONRY IN LATCH d DEADBOLTDEfAiL Standard ' 27 Stnke SRHKEJAMR HINGEJAMB ""., ". N.T.S. exa. as JH E 6 �' o — .= FL-15037.3 " n a snar 15 1D 6 y 5 0 d BILL OF MATERIALS RENT 06CRDIION AIAIE�L1l A IX BUCK SG>=0.42 WOOD B 2%BUCKSG>=0A2 WOOD C I!4"MAX.SHIM SPACE D 1/4°X23l4'PFH ELCO OR RW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 3010RHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4'X1J/4'PFH RW CONCRETE SCREW STEEL G 3/Id°z3-1/4"PFH IfW CONCRETE SCREW STEEL H 1/4°x3.1/4'PFH DW CONCRETE SCREW STEEL I 1/4' X 2-1 /4° PHi ITW CONCRETE SCREW STEEL J I/4°X3J/4'PFH TIW CONCRETESCREW- STEEL K BBX2.1/T PFH WOOD SCREW STEEL L UlOX2-1/7 PFH WOOD SCREW STEEL M ft9X2-1/7 PFH WOOD SCREW STEEL N 3/Id"z2-1/4"PFH DYlCONCRETE SCREW STEEL O 3/Id°z2�/4'PFH fIW CONCRETE SCREW STEEL 1 HEAD AND SIDE JAMB)PINE)SG>=D.42 WOOD 7� MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 12 q10%2'PFH WOOD SCREW STEEL 16 THRESHOLD OUTSWING ALUM./WOOD 22 INSWINGSIDEUTE ADAPTER STEEL 23 OUISWING SIDEUTE SPACER STEEL 24 N10X3/4'PFHWOODSCREW STEEL 26 SECURITY DEADBOLT STRIKE STEEL 27 LATCH STRIKE PLATE STEEL 2B DEADBOLT PLATE STEEL 29 4°%4'HINGE STEEL 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUMJWOOD 4D FIBERGLASS DOOR PANEL -SMOOTH STAR 41 FIBERGLASS DOOR PANEL- FIBER CLASSIC 42 FIBERGLASS DOOR PANEL -CLASSIC CRAFT 50 FIBERGLASS SIDEIITE PANEL -SMOOTH STAR 51 FIBERGLASS SIDELRE PANEL - FIBER CLASSIC S2 FIBERGLASS SIDELIIE PANEL -CLASSIC CRAFT 86 IXMULUON )SG>=0.42) WOOD ry ���••" .... npi an 2.36'---�-i� I '! •:{ EAD ID$ S $ c �+ Jamb Ha Q F�4.563".•Ig 18 OUTSN7NG Y �c' iheshalA m G 5.83' In 'µ1.68' z Ls m 2 rn 33 INSVRN m RlefhDitl CI f" Y 2.193° a F� ' � j•� 2115 0 � � '° Q 5 'f� Dim 8121112 ° i swu N.T.S. 9 T3 OWSWING SIDEUIE u INSN9NG SIDFI1fE Dav er: JK m' Spacer Atlopfer cmc [FS ; oaennc ro.: e • FL-150J7.J �m i6 v 16 O