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HomeMy WebLinkAboutProduct Review; Composite Edge Opaque Fiberglass Single Door impact\I It I III/f,/ THERMANTRU ® •° o: Q^ DOORS N': _ o Fiber -Classic. & Smooth -Starr. •,��f P�,,�'' y oomZ 37J5' MAX. v z m o 0 FRAME WIDTH e u g 9 COMPOSITE EDGE W N Ci o a. � 4,r � m OPAQU FIBERGlI SIN _.,.D_+ + �. NE°z INSWING/OUTSWING 0 Z� "IMPACT' W Z GENERAL NOTES Z O � 1. This product has been evaluated and is in compliance with the 61h Edition 120M Florida x Uj w dt Budding Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone wm (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment ¢ X LL to base material shall be beyond wall dressing or stucco. ti a a a 3. When used in areas requiring wind bome debris protection, this product complies with FBC �d m Sections 1609.1.2 & R301.2.12 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 Z FBC Sections I M9.122 & R3012.1.2.1. ¢ m 4. For 2x stud framing construction, anchoring of these units shall be the same as [hat shown z o for 2xbuck masonryconstruction. N W a N Z 5. Site conditions that deviate from the details of this drawing require further engineering a N analysis by a licensed engineer or registered architect. w mho � 6. Fiber -Classic & Smooth -Star Door panel require the use of "S' port numbers and must be stained or painted within slK months of installation. 000 TABLE OF CONTENTS SHEET# DESCRIPHON 1 Typical Elevations, Design Pressures & General Notes a 2 Door Panel Details o 3 Elevations •- 4 Haizontal & Vertical Cross Sections 2X uck C4 ^ O z S Horizontal & Vedicol Gross Sections (IX Buck 6 Haizontal & Vertical Cross Sections (Direct to MasonrySCA 08102116 7 Vertical Cross Sections (Thresholds) srue N.T.S. 8 Buck & Frame AnchoringMr. BY. JK 9 Hardware Details See Sheet 3 for Hardware Specifications ewc. er: LFS 10 Components oruwuro NO.: 11 NJ of Materials FL-20468.4 SHEET 1 ov 11 CONFIGURATION LACK HARDWARE CENTERLINE LOCK HARDWARE DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSFJ OUISWING POSITIVE NEGATIVE POSITIVE NEGATIVE X 5-1/2" Latch &Deadbolt +60.0 -67.0 +60.0 -60.0 X 72" Latch &Deadbolt +67.0 -67.0 +67.0 -67.0 X N/A Mullipolnt +50.0+50.0 -50.0 0 EXTERIOR EXTERIOR -Z ``': '� .. `O�� os 30— = 0.406' 3.6" 0.7" 0,5'— 0.7- OA06* z 0 Z < pi Q w 1 010 0 17 0 Ct COMPOSITE 0 CR )MPOSITE CAP CAP I lz '0 z 5 COMPOSITE HNGESTILE LOCK STILE COMPOSITE HINGE STILE LOCK STILE 90 oil CAP (ENGINEERED WOOD) INTERIOR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) (ENGINEERED WOOD) cn 5 INTERIOR L CROSS SECTION HORIZONTAL CROSS SECTION HORIZONTA r2 �2 :A 0 TOP RAIL 0 (COMPOSRE/ENGINEERED, WOOD) a: 36.9'MAX. 35.813!'MAX. 35.813'MAX. A DOOR DOOR DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH 3 3 q ffill-M M- 0 o FOAM CORE (POLYURETHANE- 1.9 PCF MIN.) cs (5 0 0 INTERIOR EXTERIOR INTERIOR EXTERIOR V) In 1-u 2 K-2 Ln 17 QT O - to w &D w -i 0 -i 0 FIBERGLASS SKIN tx 0 0 0 cq t. - :. 'THK.) C3 (0- C! 9 087 Ck Q H -A - 0 0 C', 0 0 BoTrom RAIL' (COMP.) ri VERTICAL CROSS SECTION VERTICAL CROSS SECTION —08102116 2 2SME N.T.S. Dwo. BY. JK m M. EPP. LFS i DRAWNG NOz ci 0* DOOR PANEL 41 DOOR PANEL 42 DOOR PANEL FL-20468.4 0 Hybdd'oor U, Door SHEET 2 of 11 V 4" 6:.T: 03 A C; Gj 00 K= 17= I Ll I I U I Ill I fit r., 0 V) z o N 2E o. -, Q�w 5 6 ofl, aN .xcD m IL IL w fo o A . ..... ... .. . ...... .... .. .. . . . .. HARDWARE TABLE. ...... .. ....... .. ............... .... ... ..... ..... . ....... 5,A �6\ 6 . .... ....... ..... . . .... .. .... .......... ... ... 'MANUIPACTUREk -MODEL .7 KNOB: f5i moo y SCHILAGE DEADBOLT* B60 I cn o 3-"'r3—'\r3-"r6 KNOB: SIGNATURE SERIES KWIKSEr DEADBOLT* SIGNATURE SERIES (980) MULTIPOINT: MPDGART cil HO� o FJTHE� -'TRU) (3 pt. Manual Tongue) o SEE HARDWARE CHART zo 3 doR z z W a u) m 12 /'J�r4 i5 ova d 1 2i 1-1 i—z 0 Fiber-Classic/Smooth-Star Door Panel Options our: 08102116 N.T.S. Products approved include all embossed panel doors and 2 panel recessed panel doors. SCALE-. Similar opaque panel configurations are allowed. M. BY: M Panels shown are for illustration and are representative any. cm- BY.. LFS DRAM NG.- FL-20468.4 OF SHEEF U-.M E - e ���: 0 � P O z B ?6r. C;;d ii m U N ••_ C �m O a E. zmZU C ^a g 9oL0- a mD_a C LL O E aZ j a 40 41 42 7 1 �U Gm EXTERIOR INTERIOR �o 1.1S'MIN. U) �o t'l1 VERTICAL CROSS SECTION_ 1B• (n p•) wtr ~m W Z8 zw E 4 Shown w/ 2X Buck E Outswing shown (Inswing similar) Of oEn B C B S o =o rr a L C ne a a Ca (NP) (iYP) oe ZU 1 �Qm O n Z o D D ^Zw a`. 6 7 iaw z o INTERIOR INTERIOR C,W e L) _ Ae a n4 O IV 0 U W p pZa Q p p n a n L ¢ate ^ ^ ^Q 23 24 EXTERIOR EXTERIOR N ^ o 1-1I44'MIN. L 29 40 41 42 40 41 42 27 z DATE:08 02 16 / SCALE N.T.S. EMB. (TYP.) 1 EMB4 (TYP) DING. Br: JK 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CMK ar: LFS k,_VShown w 2X uck 4 Shown w/ 2X Buck BRAMG ND.: Outswing shown (Insw ng sim lar) Outswing shown (Inswing similar) FL-20468.4 SWEET _�L OF 11 �`�stuurgrp At �Wrl 1X Buck to be secured to 0 N a: masonry by others \ o x ^ zm�o ug 9 cw aN maa.� 40 41 42 E 4d E `ov Z 7 1 u clu 0° 3j d EXTERIOR INTERIOR -C) Um rc aX r l VER17CAL CROSS SECTION 1 o 5 Shown w/ I X sub -buck Outswing shown (Inswing similar) N m �o A �m N� E C E a o =0 a C a a m J 1 o J om 7 C; NWN 0 v INTERIOR ©. G ' ° t (n in G c, ° in ENTERIOR, �zX ¢¢7 i m � n va .c EXTERIOR23 f 40 41 42 27 A z ^ 1-1/4" MIN. 29 1 1-114"MIN. oniE 08 02 16 i EMB. (TYP.) EMB. (TYP.) SCALE N.T.S. OWG. BY: Jl( m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cxK. er LFS 3 5 Shown w/ TX sub4,ck Outswing shown (Inswing similar) 5 Shown w! 1X sub uc outswing shown (Inswing similar) DRAWM No.: FL-20468.4 0 SHEEr S OF 11 N Q r MAX. EXTERIOR M INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Dlrectto Mason? Outswing only w/ 4-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 47 PSF w/ SECURITY STRIKE = # 55 PSF C -� c INTERIOR ry D 41 42 d a o, e v o P",NI N '— -INN, a EMB. ITYP.) E ° EXTERIOR E 1-1/4" MIN. EMB. UYP.) 2 HORIZONTAL CROSS SECTION _ _3_ _ HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/ 4-9/16 jamb Outswing only w/ 4-9/16' jamb Ls, MAX. EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16 jamb Shown Direct to Masonry Outswing only w/ 6-9/16' jamb INTERIOR a J^ i M•:� � T Y� ►3 �i'��M i � •• ice'/�•••�•" Z Oi7O O� � p ••• � �0� ••-� \\\\` 111` A CO ' ( G O Z �• U N •• \ ZIL E� imoa V g `o a �g 9 to d 0 `L o o= n JR z 0 o 1 �o �o r Z J m QK tJ � �I aZ O =F a U y D 7 � m Z pUm� N W N N O �aZ z Z �Q N N �o 0 EXTERIOR M 1-1/4°MIN. DAW, 08102116 z EMB. PP.)'o scu N.T.S. 6 HORIZONTAL CROSS SECTION mva g* JK m 6 Shown Direct to Mason,Y nnc W.. LFS 3 Outswing only w/ 6-9/16' jamb oRAWM NO,; F1-20468.4 a SHEEr -�L OF 11 ``ll111111///// Notes: 1. Sill Item Vs 17,18, 32, 34, 35, 36, 37. 38 & 39 are attached to Jambs w/ (3) #8 X 2-11T pth screws at each end. , ' Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /7' pfh screws at each end. Sll item # 151s to utilizing (2) # 10 X 2 SMS at each end.3i N attached lambs pph M z �;� +�a INTERIOR EXTERIOR INTERIOR EXTERIOR if Irll ii on °Dz •• 40 41 42 40 41 42 9 o ` ` m' UN ZO E W o m & E. a S v C N "� d o maalti 8 38 39 32 33 34 35 36 37 LL i; z SEE NOTE 1\ E SEE NOTE 1 E P; �. g d 9 �0 0= o Q U� o P • - .. P w WCD C/-Jln II-- O 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION a h a 7 Inswing Sill 7 Inswing Sill EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing S91 oZ^ EXTERIOR INTERIOR N w Z! v, m 40 41 42 oNe 70 m�ioo U 15 0�� E o��a SEE NOTE 1 n � P. o 02 16 N.T.S. nwo. er: JK CW BY., LFS 4 VERTICAL CROSS SECTION ° ND•; 7 Public Access Sill FL-20468.4 SHEET 7 - 1 T i e a S D HEAD & JAMBS (TYP.) e m u 2X BUCK U 8 3 50 PSF MAX vi yy m fq U 3 m O S d e a Al MASONRY gyp-) 2X BUCK ANCHORING D HEAD & JAMBS (TYP.) 2X BUCK 67 PSF MAX x 2 � U �O MASONRY (TYP-) 2X BUCK ANCHORING ttttt � n..1111/ Ve ci �� a`• u°ii e. (3)#8x2-1/7' '�i�i .-• PFH WS O`�� o m w - > m JAMB TO HEAD DETAILv N M (TYP-) \ g O n m Z N p, = m UN •• V 0 0 E. ? �l'� mo Ccw y-9 S V 6 oLL I * 56am dLZ 9 E co E o z A RW a • Z � rr _ OO Zo 0 �N L 2X BUCKS f m BUCK j IX BUCKm w (TYP') M DIRECTTO o cYi N MASONRY o m FRAME a a PP.) HEAD & JAMBS > > m (fYP.) 2 Um C O Z O a O " Gi N 07 • azd� o_ n� N O FRAME ANCHORING am os o2/. s Sma N.T.S. Bwc. BY: JK CHK. Bf: LF5 ORoma NO: FL-2046B.4 SHEE( $ OF ```�uuruN4 o UZ SEE HINGE E^+ O O y�; z° * 4' O m DEIAIL (TYP.) m i�� .• `` o rn p�M 28 i d m o 2X BUCK C j on Z 1X BUCK G `^ o fl Z o z v `\ E m m o DIRECTTO MASONRY felt a 26 L O O L- O SEE TONGUE \ j a N D o L a rn rn tq 0 g b= p STRIKE y DETAIL "vVV R 4 m a a +"1 +1 N 7 ("P) E SO 2X BUCK G S a 1XBUCK G ;o DIRECT TO M N a a o MASONRY rn O O r—Y O LATCH & DEADBOLT DETAIL ,� Fn00 y\0 p =+ ® „lmo _0 00 ¢ N PO Kwikset 2XBUCK L aEn o SEE LATCH �s m w & DEADBOLT T 1XBUCK G =� w DETAIL r DIRECTTO M F v+ �o 2XBUCK &DEADBOSEE LT 0 0 0 SEE LATCH & DEADBOLT N MASONRY 31 j K L DETAIL Tn O O O DETAIL N o � w a 1X BUCK G TONGUE STRIKE DETAIL ILI DIRECrTO M u pig— m MASONRY SUB STRIKE PLATE z Ci Q� 28 pZ� STRIKE JAMB STRIKE JAMB STRIKE JAMB 8 HINGE JAMB 2X BUCK N w a z Latch and Deadboit Latch and DeadboB Mulfipoint Lock ,�, 511TONCENTER ITONCENTER 1XBUCK G � � t 2XBUCK 25 DIRECT TO M Ow, 1XBUCK G L 2XBUCK MASONRYo' DIRECTTO 27 8B 29 30 4 MASONRY M G 1XBUCK ¢z i DIRECT TO _^ m LATCH & DEADBOLT DETAIL M DIRECT TO ifl MASONRY ^ a LATCH & DEADBOLT DETAIL Schlage MASONRY Mulfipoint Locko n o m 24 23 �, o a ^Z13 U LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS DAZE os 02 I s s-E- N.T.S. ° (Security Deadboit Strike Plate) DWG. Br: dK m HINGE DETAIL cNw BY: LFS 3 DRWNG NO.: FL-20468.4 c SHEEP 9 OF II N 4 7.59" 7.5" cs"y .56' o `r In lilt INSWING THRESHOLD 0, N •- INSWINGTHRESHOLD 37 \ a 32 Inswing Basic Hied7-1/2°SBI WOOD JAMB \v 9 0 Insw ng Bavc Composite Adjustable S� 7-112' 9 t 7 }— o Ea K m � °o 9 0 4.5W 4.56' — 5.B3" m a a a zo G J to in n° 3a INSWING THRESHOLD 3o INSWING THRESHOLD OlITSWING THRESHOLD 6 o `J Inswing Basic Foced Sig 1, M. Composite Adjustable Si Composite S 0 z 5.76' 5.77" 0 4S6 g m r w 4 0 a oI �a%a�NSWING THRESHOLD- 4 INSWING Moderate Climate Sill l-3/B' en INSWING THRESHOLD as ' ' m Inswing Basic Composite Adjustable SN i 7 OUTSWING THRESHOLD zo c s Composite/ Aluminum S0 R 5.75' z o N J N W 6.0" 5.75' a W vyj - O O U ~ _ W INSWING THRESHOLD 35 Inswing Maderote Cr. Sill J"' OUfSWlNGTHRESHOLD ^ 5.75'(;UBLIC ACCESS THRESHOLD 18 Composite / Aluminum SBl n (Thermal Break) a ^O I SUM N.T.S. INSWING THRESHOLD n--1.79" --{ 1.97' I �-7 mac• JK 36 Inswing Basic Feed 53K Sin a F� 2.06" --I I ew, Of.. LFS DRAW= NO, o SWEEP SWEEP SWEEP o 8 9 10 FL-20468.4 E 8 `��U r n r frrrri BILL OF MATERIALS BILL OF MATERIALS � �• • DEht tf DESCRIPTION MATERIAL ITEM 4 DESCRIPTION MATERIAL Eo . • W N �• �' A I BUCK (SG 0.42 ( ) WOOD 25 #8 x 2-1 /2" PFH WOOD SCREW STEEL _ 0: � �c a-• �� B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL .: Z" C I /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'. i •.,J. 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 28A DEADBOLT SUB STRIKE PLATE STEELin r r^ ` 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE a N °° Z 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" TTW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL ^ 'e E z u Z n m J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH 8• DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP e N 9 d o a L # 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP 4 . ` a m M 3/I b" X 2-1 /4" TTW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUMICOMP o z N 3/16" X 2-3/4" fTW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP �� g a 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 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 �a 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 J 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) I m W o 16 OUTSWINGTHRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) `� _ 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1) 18 OUTSWING THRESHOLD ALUM/COMP a 22 #8 x 3/4" PFH WOOD SCREW STEEL > m 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x l" PFH WOOD SCREW qTrri IZ tiQ� 0 N � N � haw Z O Z CONCRETE ANCHOR NOTES: I. Concrete r N anchorlocations at the comers maybe adjusted to maintain the min. edge distance to mortarjoints. "MAX. .62 m 2. Concrete anchor locations noted as ON CENTER" must be adjusted to W maintain the min. edge distance to mortar joints, additional concrete anchors 00 M may be required to ensure the"MAX.ON CENTER" dimension are not exceeded. ¢ i 3. Concrete anchor table: - ^ ^ ' =ANCHOR ANCHOR MIN Mfg CLfSARAN.0 MIN CLEAltATTCE h w TO MASONRY TYPE SI;E EMB@bM�NT TO ADJACENT :: ^' Q F . .......... .......... .. : ...:.. " ITW ® 1/4" 1-1/4" 7' 4" z ElTAPCON N ^ 08 02 16 z ELCO 1/4" 1-1/4" 1" 4" scuE: N.T.S. 3 ULTRACON® TAITW 3/16" 1-1/4" ASSHOWN 1-1/2" Mr BY: JK 3 cmr. BY. LFS WOOD SCREW INSTALLATION NOTES: DRPZNO NO.: 1. Maintain a minimum 5/8" edge distance, I"end distance, 8 I"o.c. spacing of m FL-20468, 4 0 wood screws to prevent the spritting of wood. SHEET 11 OF 11