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HomeMy WebLinkAboutProduct Review; Glazed Fiberglass Double Door with or without Sidelites - ImpactTHERMANTRUDOORS Fiber -Classic., & Smooth -Star, COMPOSITE EDGE GLAZED FIBERGL SAS_;tTB�ITCOR w/ or w/ovt SIDELITES INSWING/OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements 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 wag dressing or stucco. 3. When used in areas requiring wind bome debris protection this product compries with FBC Sections 1609.1.2 & R3012.1.2 and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door & Sidelite panels require the use of "J" part numbers and must be stained or painted within sic months of installation. TABLE OF CONTENTS SHEET/ DESCRIPTION I Typical Elevations, Design Pressures & General Notes 2 Door Panel Detals 3 Sidefile Panel Details 4 Elevations 5 Horizontal & Vertical Cross Sections 12X Buck) 6 Horizontal & Vertical Goss Sections (lX Buck 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 8 Vertical Gross Sections (Thresholds) 9 Buck Anchoring 10 Frame Anchoring I I Hardware Detals 12 Glaring Details 13 Components 14 Bill of Materials 74.75" MAX. FRAME WIDTH —►j W Z 3 <3 O? 00 _ 9= X X P /W i 151.25' MAX. FRAME WIDTH 37MAX. 0 74.75" MAX. FRAME WIDTH 0.75 FRAME WIDTH C9 � Z 3 4 rj o0 0 O X X p O• W P W O CONFIGURATION DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSI) OUTSWING POSITIVE NEGATIVE POSITIVE I NEGATIVE xx, oxxo +50.0 -50.0 See Sheet 4 for Hardware SpeciEcations y �M �- > •. 0) `A" lit S om m" a N •• \\\1►jV`� � --'e � e X z° E. _ ?m o E .0 9 c Q o 8 maa o V_ 9 �w � o �d ALE. N.T.S. VG. BY. JK K. BY. LFS AWING No.: FL-20468.12 irt:r __L OF 14 0.698!" GI EXTERIOR llI. ��COMPOSP COMPOSITE �� ��� WOOD) 11N�1�12EIOR CAP LOCK STILE CAP (ENGINEERED .WOOD) HORIZONTAL CROSS SECTION v 0 ,•. c Gl �p� �� ���^ �'t'��Icv�-}.��+�ti���lr•[�s���y§r��.��GCt�%-x�1±c COMPOSIT CAP COMPOSITE HINGESTILE • • LOCKSTILE 1111 (ENGINEEREDCAP ••• (ENGINEEREDWOOD) ©HORIZONTAL CROSSSECTION v 36.0°MAX. DOOR 35.813" MAX. DOOR PANEL WIDTH ( PANEL WIDTH X Door 35.813" MAX. DOOR ') PANEL WIDTH I+ * N M A z rDei0 :Vilo'• m, =o� U N •• giO1 omm p ug u avM D�z sLL� ma:IL TOP RAIL (COMPOSITE/ENGINEERED i WOOD) a; ; $` `W 3a Er O J � O `v O 1�- O Q in � Y W in FOAM CORE w� a (POLYURETHANE- o 13 PCF MIN.) o EXTERIOR INTERIOR I�\1 EXTERIOR FIBERGLASS SKIS (O.OB2"THK.) °1 BOTTOM RAIL (COMP.) f -1.71" - • 0 VERTICAL CROSS SECTION r41 VERTICAL CROSS SECTION — ar. JK A 2k 2 J ICHK er. LFS 3 DRAWING No.: a m FL-20468.12 0 sH¢r 2 of 14 N Q EXTERIOR 0.66" GI jam-0.66" rim 111A I/Ad STILE (WOOD) STILE (WOOD) WO INTERIOR HORIZONTAL CROSS SECTION 1_ 36'MAY. PANEL WIDTH TOP RAIL (COMP) FOAM CORE (POLYURETHANE Ew 0 z cw Q: Z'o q: 0 Q ws cri cc C; 0 -r" a;" Lo , !j gn Z 0 o onm z 0 N .: a o z L) m 2 0 mid . m 8 Q -, 'R FIBERGLASS SKIN [0.082'THL) BOTTOM RAIL, z (COMP) CAM 08/02/76 5 SCALL, N.T.S. owa. BY. JK cr cm 9f. LFS 3 r21 VERTICAL CROSS SECTION DRAWM No.: a F-L-20468.12 �c SHM _3 OF 14 vvvv a 1 5 � 6 X X i 4 6 5 7U LLLI D 4 IL I I 1 2 3 4 SEE HARDWARE CHART 8 8 8 B �T©T� w.vv a 5 O m 6 5 6 5 D 4 D 4 1 8 2 SEE HARDWARE CHART $ 1 % 6 8 8 8 8 8 II J�1 I Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. 0 Z KNOB: F5T SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTI PO1NT : MPDGART (THERMA-TRU) (3 pt. Manual Tongue) AM' N.T.S. M, BY.. JK IK BY: LFS AW NG NO- FL-20468.12 ecr IF OF L 3 0 1-1/4"MIN. I EMB. (TYP.) —r—� rf'� HORIZONTAL CROSS SECTION $ Oulswing shown (Inswing similar) 5 HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar 1.15' MIN. EMB. (TYP.) 1-1/4" MIN. _ EMB. (TYP.) HORIZONTAL CROSS SECTION $ Outswing shown (Inswing similar) rb HORIZONTAL CROSS SECTION $ Oulswing shown (Inswing similar) Notes: 1. Sidelite assembly screws located 6" from ``��� _ •._ .. Q each end and 6 more screws equally spaced between Z .�.•' (8 screws told perside jamb)_ 2. Sidelite assembly screws located 3" from each _ 3 = U. z and & at centerline (3 screws along head jamb). EXTERIOR INTERIOR VERTICAL CRCAL CROSS SECTION 5 Outswing shown (Inswing stmQar) 0 o v 25 SEE NOTE 2 z 50 Z U� EXTERIOR INTERIOR o ✓ VERTICAL CROSS SECTION 5 Ouiswing shown (Inswing similar) � om P 111 1� N ro z o m 0 a N ••z �^�Em Zozo as OAT s � M a 0. c C.z i w o i o � ' N Z i orate 08/02/16 SQ'Ie N.T.S. r DWG. BY: JK u CMF_ BY. LFS 3 DBAMUG No.: ° FL-20468.12 SHM $ DF 1 ¢ o - e Notes: 1. Sidelite assembly screws located 6' from each end and 6 more screws equally spaced J �' $ o`• J between (8 screws total per side jamb). 2. Sidefite assembly screws located 3' from eachjzO.'P. end & at centerline (3 screws along head jamb). E 1{ N M z o m 6 _ on z A C z \ z 0Zo Em A mo L ya 90 00. E C E 9L7 �T 4041 42 EoZ C ; Cw o 'N: .v 1 Se EXTERIOR INTERIOR ,gym 6 50 VERTICAL CROSS SECTION En m ¢� v INTERIOR a 6 Shown w/ I sub -buck ` zw G ° J Outswing shown (Inswing similar) �m no a U pN ° F U U a ov J a a �m v, OR 25 °v E ° ° z o 0 0 23 24 SEE NOTE 1 " F n o z �l-1/a"MIN. 29 Itl 42 1 EMB. (TYP.) z z 1-1/4"MIN. o = g EMB. (TYP.J A C 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION _ to W moo 6 Shownw/IXsub-buck 6 Oownw/1Xsubbuck 25 5w ww Outswing shown (Inswing similar) Outswing shown (Inswing similar) o 0 SEE NOTE 2 o z a Q Q Z3 Z 50 1 �W < ^a 5 EXTERIOR INTERIOR zM Z U oArE OS/0 !/16 z �1 VERTICAL CROSS SECTION SCAM N.T.S. Shown w/ IX sub -buck mvc. er: �K m Shown shown (Inswing similar)shown (Inswing similar) CKK. BY. LFS 3 ORAVANC NO, rc m FL-20468.12 0 SHM 6 OF i 4 N Z �• 1.5' j✓ MAX. MIN. MIN.i. EXTERIOR M INTERIOR r3-'� VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Double Door Only (N/A w/ SideGtes) Notes: 1. Sidelite assembly screws located 6' from each end plus 6 more equally spaced between (8 screws total per side jamb). 2. Sidefile assembly screws located 3" from each end & of centerline (3 screws along head jamb). C I z N INTERIOR 0 4T 4. °e n 4 M 0 1-1/4,MIN. EMB. (TYP.) E ° EXTERIOR �I � HORIZONTAL CROSS SECTION �7 Shown Direct to Masonry Outswing only w/ 4-9/16'jamb Double Door Only (N/A w/ Sidelites) f (_ m MAX. I MIN. EXTERIOR INTERIOR r1 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/I6' jamb 1-1 X MIN. EMB. (TYP.) 4-'�_HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb INTERIOR EXTERIOR MAX fill, A O\\` J O Zqw > C T \ a i z o m o UN•;Z z m o 50 D a N Sofa v 25 o SEE NOTE 2 v°Z S •'a EXTERIOR INTERIOR J(5 r6 VERTICAL CROSS SECTION 0: �7J Shown DQecl to Masoruy moo >o Outsw ng only w/ 6-9/16'jamb r— r� J �� o 03 a N� tL o zr- a of U 3 Uj1U,1�� - o_ ^a EXTERIOR 25 E N — z SEE NOTE 1 1-1/4, MIN. 8102116 EMB. (TYP.) SCALF, N.T.S. I HORIZONTAL CROSS SECTION owe• BY. JK 7 Shown Drect to Mosoruy WK. er: LFS Outswing only w/6-9/16'jomb �W,G HD^ FL-20468.12 SHEa 7 OF 14 { Notes: I. SRI Item tt's 17, 18, 32 34, 35, 36, 37, 38 & 39 ore attached to jambs w/ (3) 88 X 2-1/7' pfh screws at each end. Sill Item Ws 16 & 33 are attached to jambs w/ (2) #8 X 2-1/2' pfh screws at each end. Sill Ifem B 15 is attached to Iambs utilizing (2) N 10 X 2' pph screws at each end. 2. Sidefite assembly screws located T from each end & at centerline (3 screws along sill). INTERIOR EXTERIOR INTERIOR EXTERIOR 40 41 42 $ 40 41 42 y 3$ 39 32 SEE NOTE I SEE NOTE 1 z� D za VERTICAL CROSS SECTION m �21 VERTICAL CROSS SEC17ON g Inswing sill - B Inswing Sill EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION J Outswing SIR INTERIOR EXTERIOR EXTERIOR INTERIOR SEE NOTE 2 25 50 �'� EXTERIOR INTERIOR 32 33� 34 35 36 37 38 39 SEE NOTE 2 A - n I SEE NOTE o n°^ z I �m 4 VERTICAL CROSS SECTION $ Public Access Sill ° n ° z f 5 VERTICAL CROSS SECTION B Inswing STI tutu n, rryfff * Qy 0) z° �F:gQyi �m 4r tt tltt ^ SS o nN00 i m' U•• a i o Z XZU E m V 17 18 m° m a Wn 9aLa a mda� 8 4 CC; E -Z E cW 'mod aOf 0 c J N= O p O UK a z�' F N r=z m wo � Com� F G ::,.0 7 u$7 o n i n IFTIT c e Z onre 08/02 16 � D 2!a SCALE: N.T.S. ` owc. er: JK Ir cHw sr: LFS 3 VERTICAL CROSS SECTION ORAWIHG NO.: $ Outswing Sill FL-20468.12 SHEET $ OF 1_t Q 2X BUi (TYP, I MASONRY (n'P•) ASTRAGAL -� I - 4" (TYP.) XX D & JAMBS (TYP.) 2X BUCK ANCHORING MULLION 4" (TYP.) 8' RYP ) ASTRAGAL 4" (TYP.) 8" (TYP.) oxxo —7 A Z • tn L'�. tn Nil 0 41 Q� n o n co 0 0y' U N •• z C Z_ z U �4" )^ n uo S m o a y >pta mda� 8� mo oz k3d S a of o 0 ao c� ? 0 1 � QV] U j m m TL- 05 02116 ALE NJ.& fa. BY. X X BY: LFS AMNG NO.: FL-20468.12 ecr 9 or 14 DIRECT TO MASONRY F HEAD ASTRAGAL ITYp.I 3' (TYP.) F 7- aYP.) •' I III I ) I I II J8L2XUCK UCKII HEAD & JAMBS I I (TYP.) II DIRECTTO M II MASONRY N — II I I JAMBS (TYP.) I I — II I I I I D SILL I I (TYP.) II I I ( III1 I xx DIRECT TO U MASONRY HEAD 7" (TYP.) 3" (TYP.) II BW (N DIRE �(j FRA (3)48x2-1/7 i JAMB TO�HEAD ETAIL�S '',����ll `11yp') \\\\ 11P►^� o. V chi , Z a o i On•• Z ° co mo 9 W ,Yp ...... 3" (TYP.) N. (TYP.) T' (TYP.) B„ (TYP.) 3. (TYP.) i I I i I IIII I I I I I L 2X BUCK I I I I I I ;K — J IXBUCK HEAD & JAMBS (TYP.) II � I I I I JAMBS II — (TYP.) I I THRU MULLION — I I (TYP.) AE '.) II I I — — I I D — SILL II I 1 1 I mP•) II 1 IIII I I I t( I I FRAME ANCHORING oxxo f rai d o a. ° a) a- a. 3 V_ 0 i vZ c41 C1� O z x ujs r z m Q wcD ~m :2 w U 4 � o 0 a � m xa mi--Qc--� SCALE: N.T.S. M.Or: X m DHx. eY: LFS 3 DRAWING No.: FL-20468.12 a SHEET 10 OF 14 N - 43 28 25 25 � 27 LATCH & DEADSOLTDETAIL Schlage / Kwikset AN DIRECTTO MASONRY G IXBUCK 25 2X BUCK 8 DETAIL 1 Astragal Strike Plate Q Head nmm11y Coastal Astragal Shrike Plate ® Sill STRIKEJAMB Latch and Deadbolt gIr DETAIL 2 G DETAIL 2 170 HOLE Ursw ng Outswing Astragal Bolt Hole ®Sill Coastal Astragal Slnke Plate @ Sill LATCH & DEADBOLT STRIKE DETAILS a � 0 �-m �m o SEEHINGE €^ O N O DETAIL (TYP.) i h00 Is a mLa O N N 'O 00m0 N00 "'oo N N1� 00 0 vimo ��0 • �1 HINGEJAMB HINGE DETAIL 2X BUCK IX BUCK DIRECT TO MASONRY SEELATCH & DEADBOL► DETAIL STRIKE JAMB Multipoint Lock LATCH & DEADBOLTDETAR Mu po n oc DIRECT TO MASONRY IX BUCK 2X BUCK DETAIL 1 Multipont Lock Strike Plate ® Head v hw ng Mulfpoint Lock Strike Plate @ Sill "Wff-=�L 79 Mullipoint lack Strke Plate @ Sd MULTIPOINT LOCK STRIKE DETAILS 0z Z m 0 0 J O d 'm d A 2 >E= N.T.S. M. eY- JK X. uy. LFS AWING NO.: FL-20468.12 ITT IT OF 14 EXTERIOR CELLULAR 1/2'GLASS BITE GLAZING TAPE V'THK GLASS 1/8'TEMPERED GLASS I/2'AIR SPACE 5/32'ANNEALED GLASS DOW995 0.090'PVB INTERLAYER (SAFLEX OR KURARAY BUYACITE) SIKA 552 1/8"ANNEALED GLASS 910 X I-I/Z' PPH SM INTERIOR 3A SWIGGLE GLAZING SPACER GI-GtLA7INGImpact Iumlnum Impact Ule Frame Door Panels & SIcIefiles --T SA ALUMINUM 3A M..,"u. Impact Aluminum Impact Life Frame Door Panels & SIdelites 20.89'D.L.O. WIDTH �E 0O N, ALUMINUM LITE FRAME PRIVACY INSERT I" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS #10X 1-112'PFHSMS (TYP.) o P 6 . ....... .... .. Jill zo no M zo x zo EO -:3cl -4 6 0 a. M : It In o E z fG. BY. JK — - I K. BY: LFS Twwc NO.: FL-20468.12 EEr -12 OF 14 Pig *,NSWING THRESHOLD Inswing basic Composite Adjustable Sill 7-1 /T' 4.56" r ;11NS WING THRESHOLD "'' Inswing BaT fixed SiA 5.75' in ;11NSWING THRESHOLD aY Irusving Moderate C6m ate SM 1-318" 5.75" j� - �1 INSWING THRESHOLD oa Inswing Moderate Climote Sill 5.75' 36 INSWING THRESHOLD Insw ng Basic Fixed 5-3/4" Sill 7.5" _INSWING THRESHOLD Insw ng Basic Faed 7-1 /T Sill *,NSW/NG THRESHOLD ''a Irswing Composite Adjustable S11 0 O y O ��1 PURUC ACCESS THRESHOLD VOODJAMB 0 WING THRESHOLD Compos It 'ill ,1OUTSWING THRESHOLD s Composite /Aluminum SBI 5.75" %i el OUTSWING THRESHOLD ro Composite/AluminumS01 jThennal Break) 1.91" ►1 FLUSH BOLT ��-0.063" cl FLUSH BOLT 0 RETAINER --i i--- 0.126" *COASTALALUM►NUMASTRAGAL 0 �o 650 T m roc a ° O1') N � 0 V) ze UN •• 0 xZ4 Z m U 9ota ma.a{°i 2.18 213" 2�14" --j o n � 08/02/16 1 I--1.79" --I I--1.9T I U U U 0 j 0 0 N.T.S. F�-2.06' oW BY: JK 0 ;o �F+ � -f c; er: LFS 0 8 SWEEP SWEEP o SWEEP o 75 SIDELTTESPACER a 76 SIDEI ESPACER �� SIDELITESPACER DxamN NNo.: 9 I^s+ln9 o Oulswmg having FL-20468.12 Moderate Climate Threshold - _ BILL OF MATERIALS BILL OF MATERIALS REM # DESCRIPTION MATERIAL REM # DESCRIPTION MATERIAL A I BUCK (SG>= 0.42) WOOD 25 #8 x2-1/2"PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.421 WOOD 26 #8 x 5/B" 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 STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 4" X 4" HINGE STEEL 32 INSWING THRESHOLD ALUM/COMP F #10 X 2" PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP G I 3/16" X 3-1 /4" ITW CONCRETE SCREW 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL STEEL 34 35 INSWING THRESHOLD INSWING THRESHOLD ALUM/COMP ALUM/COMP J L 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW #10 X 2-1/7' PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL STEEL 36 37 INSWING THRESHOLD INSWING THRESHOLD ALUM/COMP ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP P 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL (BOOK) 1 JAMB (FINGER JOINT PINE) WOOD 41 DOOR PANEL (HYBRID) _ 6 WEATHERSTRIP (MEDIUM REACH) FOAM 42 DOOR PANEL (U1) _ 7 WEATHERSTRIP (LONG REACH) FOAM 50 SIDELITE (FULL LITE) _ 8 SWEEP VINYL 75 SIDELITE SPACER (INSWING) PVC 9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER (OUTSWING) PVC 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER (INSWING) - MODERATE CLIMATE SILL PVC 11 #10 X 1-3/4" PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL 15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL 16 OUTSWING THRESHOLD ALUM/COMP 80 ASTRAGAL STRIKE PLATE STEEL 17 OUTSWING THRESHOLD ALUM/COMP 88 1 IX MULLION (SG >= 0.55) WOOD 18 OUTSWING THRESHOLD ALUM/COMP 20 COASTAL ALUMINUM ASTRAGAL ALUM 23 #10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL =U0 6.1 I lilt I N n {` •- S 0 Cq c v E E. 0 xzq ii pp � °cw M1 in ]Ot0 a m 0: EEv uZ 8 ItIL -"' -¢^'NulluK IVVJn: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjolnts. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ITW TAPCON® 1/4" 1-1/4" - 2" 4" a o z ELCO ULTRACON 1/4" 1-1/4" 1" 4" DAre 08/02/16 scuE, N.T.S. ITW ® TAPCON 3 16" / 1-1/4" AS SHOWN 1.1/7 DWG. erBY..JK WOOD SCREW INSTALLATION -NOTES.• DHIL BY, LFS DRAWING NO.; I. Maintain a minimum 5/8" edge distance, I"end distance, $ I"o.c. spacing of wood screws to prevent the splitting of wood. FL-20468.12 sHM 14 or 14