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HomeMy WebLinkAboutRevision Fibeglass Single DoorTHERMANTRU� DOORS Fiber -Classic® & Smooth -Star. i - COMPOSITE EDGE OPAQUE FIBERGLASS SING INSWING/OUTSWING a ,IMPACT' GENERALNOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Flodda Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. u 3. When used in areas requiring wind bome debris protection this product compiles with FBC Sections 1609.12 & R301212 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind $ Zone 4 as defined in ASTM E1996 and FBC Sections 1609.12.2 & R3012.121. t2 4. For 2xstud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonryconstruction. 5. Site condifio Is that deviate from the details of this drawing require further engineering onaysis by a licensed engineer or registered architect. S 6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and n must be stained or painted within six months of irsstagation. I TABLE OF CONTENIS REVISION F17,7FMAX0Aj FRAME WIDTH el 131 A O9 o X DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSO CONFIGURATION LOCK HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X Latch & Deadbolt +67.0 -67.0 +67.0 -67.0 X Mullipoint +50.0 -50.0 +50.0 -50.0 See Sheet 3 for Hardware Speclflcaflons aoc er: LFS FL-20468.1 ET _L or 11 F z J P-\almts%'Thema Tru PERMANENT% - Florlda ftduct ApprovalskFL-20468 WBDR Tr rC SS W%mct - CompoftXC - DrawhwsVI 20M (2017) - WRPETIVI-20468.1-3jutM, 2.1 79.W MAX. DOOR PANEL HEIGHT 0 C> T�§ 0 0 01 ® ® 13 n Iz - 792Y MAX. DOOR PANEL HEIGHT tn' ® ® Z P a C4 IL 0 gqyy 94 z E= 13 0 Cl 79.W MAX. DOOR PANEL HEIGHT NN O 13 1,7 0 Ci r rn, -e 1!, 0 2 m- g, m 1= 13 IA 0.8w 0 0.87 E5 6 0 Co — a 0 10 1.0 90 brg 0H -V 3: -09 z Z.. T m 0 ,n . . . . . . . . . . . ......... 0.87 IW PRODUCT: Do —,ft Pp—d By: •SMOF .j. THERMA-TRU Lyndon F. Schmfdt FIBERGLASS DOOR P.E. No. 43409 —2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: BUILDING GCONSSU UPDATE TO 6th ED (2017) FBC _.JK NO DATE BY RU(PO. Box 230, Valrico, FL 33595 DOOR PANEL MAILS P;.. No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 20 16 R.W. BUILOING CONSULTANT!! !NQ7 m_tsXrh __._MA-_._ct#_lskFL-»e_RTr FCsImpact- _#«-_*#_mm-_* lam a_ a Q� X _� k � ur � 2 �13 _a i@; /E§ g� § oCD o2ag % �w aM(D #§A^ § 22§� �£Eg �§2\ oJ£� 'm 8 �o■� J�k§ § 0o CDa2 C%/ 2§ e s . q CD ` ■ ) § ) : £ § � ' p'!� CL E ) { + $ � kB ■ �® / � \ : : ' : . \ .4M \ _ PRODUCT. D—� - /6 7 | § FIBERGLASS DOOR Lyndon _�� _ : . � ma«—u �__• wG�. gGz#e@RECESSED PANEL NOTATION aPART a__m _am=_LT §■ §kw�,�=R_ae=me m,� a �� Box _.�� �_e �& DATE BY �a m _ 813.659.9197 REVISIONS . «� _E� « mo o=,�.___ _�__ —� R1Uients\Therma Ttu PERMANEN7\A -Florida ProductApprovals\FL-20468 NIBDR TT FC SS Impact - Composite\C - DmWngs\FL 20468 (2017) - CURRENT\FL-2046&1-3.dwg, 41 Z O n °�. m A lV r r O mf O 0,0 o a IO I� m to z W rr, v a � Os ° m�A A 22 0 A 9 ° d A r I� � ^^ •I .Ob 1-1/4" MIN. B. (iYPJ AW N Iq V ?. O V mF 3 03 a O. Cq e 5 ..,' r m No. 43408 11/29/17S •; PRODUCT: D—m•Mo Prepared By: gMOF -'• ••'•.!;lO1nD�S•'�� a THERMA—TRU FIBERGLASS DOOR P Ed No F43Sc 409 tdt �i/, i/// y N 2 /1 15/17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: KOWL �j/f.UILDING CONSULTANTS,FIN�lttttt� I+ m y x y 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK m NO DATE HORIZONTAL &VERTICAL �J�YIL P.0 Box 230, Vale9co, FL 33585 C0..0 w a iMd REVISIONS CROSS SECTIONS (2X BUCK) Phone No.: 813.658.8197 FBPE CA No. 9813 ® 2016 R.W. BUILDING /''�/�// •Inn A \\�s\�`, '',;o 1X Buck to be secured to C = a z o m z 0 masonry by others C 0 Xz°� Em z V m 4N 9oLa 4 40 41 42 ; z 7 EXTERIOR INTERIOR J� Qm 1 VER17CAL CROSS SECTION o �` 5 Shown w/ iX sub buck En r �o (lnA Outswingshown.gs[mMc0 p (7 2W �m N� E E CI o o� 0 x& C h U o� 6 7 Qo N z 2 �' 2 G INTERIOR INTERIOR G R0 15 z 23 .� EXTERIOR EXTERIOR .. o i 40 41 42 40 41 42 27 p o 0 1-1/4"MIN. 29 T 1-1/4"MIN. EMB. PP.) EAB. (TYP.) a08 02^76 i sous: N.T.S. 9 2 HORIZONTAL CROSS SECTION 3QHORIZONTAL CROSS SECTION DWG. BY: Am' cwc BY.. LTS 3 5 5naWngso-uc Outswinhwnnswing OUts\vUlg Shawfl (In5141ng Slndlar) DRNO. o FL-20468.1 sw 5 or 11 R:\Cients\Therms Tm PMMMl JT%A-Florida Product Appmva6\FL-20468WBDRTTFC SS Yrpac CompoSk\C- Drawings\FL20968(2o17)-amRENf\FL2D468.1-3.dwg,6.1 m Z MAX. H 3 1.25' qSo Q MIN. 5� H v m�0 oc�Ta •v•• A �~ a fo r $o 0 Cr en °• " n 0 p g N Z 21 _gam fon aW o $oQ $' goo >o o Q °z :) � m �w fo a r _ pis O 4..: n v o MIN. O a u1 ` O 2.25 a 1S'MAX. DD CEO z N s�n A m rn a�nz 4" 1S II I•+ff � � MAX o Q z ° � N T myz v 0 p v MIN. N T a n goar v• O n m O V1 A 0 N O �7q cows I.OA -Z —:e n 0y IA dO y m lV a�2 O i a a 0o O 0 a..: n �o Q m 1S MIN. QZ 42S a IZMAX. / v!•.,ypEN •�!. i No.4940f) Z ^`�� 11/29/17= $� I'1- PRODUCT: j14ERMA-TRU Dooumaxd Frapand 9ye HWBQF Lyndon F. Schmidt ��� pl;.•' •�ONA`w���� I� 3asi N m FIBERGLASS DOOR P.E. No. 43409 _ $ a ` m y in N 2 R 1 11 15 17 7 f7 17 RECESSED PANEL NOTATION UPDATE TO 61h ID 2017 ME; JK JK PART OR ASSEMBLY: G�Q�/BUILDING CONSULTANTS./��IU111ti``, (P.O. P•O. Box 230. Vairieo, FL 33898 rn NO DATE BY HORRO AL & VERi1CAL SECTIONS DIRECT TO MASONRY) Phone No.: 813.689.9197 REVIS ONS FSPE CA No. 9813 02D16 R.W. BUILDING DONSULTq 19 INI. r Notes. 1. SUI Item Vs 17,18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /2° pfh screws at each end. Sill Rem A 16 & 33 are attached to jambs w/ (2) #8 X 2-1/2* pfh screws at each end. SN Item # 15Is attached to jambs ufMdng (2) #10 X 2° pph SMS at each end. INTERIOR —T-�— EXTERIOR SEE NOTE 1 ... .. a P' .. '.. 1 VERTICAL CROSS SECTION 7 Inswing SIB EXTERIOR T7ik/-7] INTERIOR SEE NOTE I ��[MdwvllllNXIEM144110 © VERTICAL CROSS• v outswing sin SEE NOTE 1 INTERIOR SEE NOTE 1 r41 VERTICAL CROSS SECTION Pubic Access SRI �'•• � om cyi n EXTERIOR I�^ z a ca 6 82 v O �ZU ^L El 9 9moWa m aa9! ��v R:\Ctents\Therm Tm PaU4ANENf\A - FWda Product AppmvalsjR. 20468 WBDR TT FC SS Impact - Camposite\C - DrawingsVL 20468 (2017) - CURRQfM-20468.1-34wg, 81 C n 1 p y po p v 1 16" MAX. �r l 'r (TYP.) O.C. (TYP.) 0� V � a T �p 3I °` v O � 13" MAX. 4" (TYP.) —r O �+— O.(;. (TYP.) c U- I " rn �r z 0 _ n c O z K O leMAX 6" PP.) O.C. PP.) �00 x H N ­'0�FISCff4f, / No.43409 ?• 7^ 11129/1 B PRODUCT: 7HERMA—TRU Decamerds Prepared %, i 871VBOF Lyndon F. Schmidt '',0,,/� FIBERGLASS DOOR P.E. No. 43409 E $ r- y N 2 11 is 17 RECESSED PANEL NOTATION OR ASSEMBLY: i%�Q/��BUILDING CONSULTANTSO�A�!A � 1 7 17 17 UPDATE TO 6th EO 2017 FBC �IJKPART BUCK & FRAA(E ANCHORING Jl•Iry P•O. Box 230. Valrloo, FL 33595 NO D TE Phone No.: 813.659.9197 \ REVISIONS CDNBULTANT91Na; _ _ / `�, FBPE CA No. 9813 � 2C16 R.W. 9urLDrNa R:101ents\Thelma Tm PEMIAMEMVI - Fbtkb Pmdd AppmwaMR-2D468 WBDR 7T FC SS Impact - Gomposlte%C- DrawingsVI 2D468 (2017) -01RRBM2D468.1-3.dw9, 9.1 v O' c v v �, to~ c H (<] TA (] Z=S 00 c c �. a 5 5Gf in ID S° oz X n�� -ACC 0' 3 " <0 7C A i- T v A < o n n pIto o° ass m y y 0 V Is �m V P N P• �0 q 0 0 CL 3 � i g p0 5S" Z �o c m Ez 0KO n C !3 r', t0 N 0 �i Z r Z m �m • 29.25' (TYP.) `11.25' FROM TOP BOOKDOOR OF JAMB 29.75' pYP.) 11.12r FROM TOP U1/HYBRIDDOOR OFJAMB T y o�n c3z Os Lm t s. 0° I� —25.3r 30.31"—+{ �— 45.25° (t ).5') v_ i 3 A c� � w G 11/29/1 000umaw PnparW By THERMA—TRU Lyndon F. Sehmtdl FIBERGLASS DOOR P.E. No. 43409 r •Oti No.49409 191 �/ V P.O. Box 230, Velrteo, FL 33595 HARDWARE DETAILS phone No.: 813.859.9187 FBPE CA No. 9813 1.55"—1 CA) ME IN PIT th 0 W 0.082. 0 ch CK OAS' 0.91" LN 0. -yg 05 go go .............. 0. ff" to 19 C. w ig 1`4 OYS' jf No. 43408 j 11/29117Z PRODUCT; Document wft Prperd By: THERMA—TRU Lyndon F. Schmidt FIBERGLASS DOOR P.E. No. 43409 N-,, —2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: RU(SUILDING C014SULTANTS.IfAu., UPDATE TO 6th ED (201f) FEIC JK P.O. Box 230. Valrico. FL 33595 of NO DATE BY COMPONENTS Phone No.: 813.659.9197 , --�REVISIONS FSPE CANo. 9813 Z131 6 R.W. Bu.—I.. 0 .... LTw. I..,? BILL OF MA7ERIAL8 BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL REM # DESCRIPTION MATERIAL A 1X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /2"PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L # 10 X 2-1 /7' PFH WOOD SCREW (1.1 S' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) AWM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD AWWCOMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ul) - 18 OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4" PFH WOOD SCREW STEEL 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW I STEEL $'ew� 1 11{ w \g o =o Se V Ng 9 Cii qq RX li YIL cal c 3'd a �$ a N o CO CONCRETEANCHOR NOTES: — 111 1. Concrete anchor locaflons at the comers may be adjusted to mainfaln the m1n. Id � edge distance to mortarjoints. s. e 2. Concrete anchorlocaflons noted as MAX. ON CENTER" must be adjusted to 8 maintain the min. edge distance to mortar joints, addiflonal concrete anchors may be requited to ensure the MAX. ON CUMV dimension are not exceeded. 3. Concrete anchor table: a AT+tCI�OR :; :�iGHfSfI MIN s: ;;. IyK1N'_?.CkEAf2AN ......N_C�tR1N.. S► €;:::::•.FMB�tiMNi;:.:• I8i6t,45t................ NR►' ............:.....:............>::::.::..........:.:EDP@::::r......... �OAOJA[ ENT';:?::: -::'PL,....... ..:.....:....................................... a;....... 11-C ITW TAPCON ELCO 1/4" 1.1/4" 1" a^ o�>E 08 02 1E ULTRACON® sr c. N.T.S. ITw a TAPCON 3/16" F 1.1/4" ASSHOWN 1-1/2" owl+• W. JK WOOD SCREW INSTALLATION NOTES: atic l F5 ow�wwo Na 1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1"o.c, spacing of FL-20468.1 wood screws to prevent the spgHing of wood. SNEi7 11 OF 11 i