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HomeMy WebLinkAboutGLASED FIBERGLASS SINGLE DOOR..�111111/i.. 110014N80- 11 Fiber -Classic. & Smooth -Stara? COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING "IMPACT' GENERAL NOTES This product has been evaluated and is in compliance with the 7th Edition (2020) 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 wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 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 panels require the use of "J" part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections (2X Buck) 5 Horizontal & Vertical Cross Sections (1X Buck) 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) g Buck & Frame Anchoring 9 Hardware Details 10 Glazing Details 11 Components 12 Bill of Materials 4 C a C, a vFRAME WIDTH` � z z i z C! u, = N W w = e i �W i LL- 4 o Z . YP1 O cO CV v DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE X Latch & Deadbolt +47.0 -53.0 +50.0 -50.0 X Multipoint +50.0 -50.0 +50.0 -50.0 See Sheet 3 for Hardware Specifications ., .4 t7 4 0 < � Z =3 j`' O,-Z- Cr�y� ►N- a oL�rn rorn • ��� Z N M 0 N q o � g Z p Z � O. t,Qd. m c W it m �, O o a m aam W E CZ n CW 0 J7id w 0 Q o o o z I`r J m W C� W w w� ~ m a o �+ v a U � a N Z) 0 O W a. ~ a- m!:� m o Z ZO r- N O h- O t Q O N O N N Z Z o LLJ o 0000 � oLIJ W LdC � CLCuwa DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 1 OF .i111tthr.. ImmarmUr�,,, , I COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 0.406' - - 1 'ram=-r-1.198" MPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36JY MAX. DOOR \ PANEL WIDTH _ 0 W S J W z aL w 0 0 Q LO fV 40 DOOR PANEL BOOK in, 12110c 1 HORIZONTAL CROSS SECTION 2 G1) EXTERIOR 35.81 &' MAX. DOOR PANEL WIDTH (Al DOOR PANEL Hybrid Door LOCK BLOCK .31IL= (12.5' LONG LVL) (ENGINEERED WOOD) \-1.875" 1.198" I 0.406' CAP 'STILE (ENGINEERED WOOD) 35.81 &' MAX. DOOR PANEL WIDTH 42 DOOR PANEL Ul Door TOP RAIL (COMPOSITE/ENGINEERED \ WOOD) \ )AM CORE - .YURETHANE - � PCF MIN.) to ��/ ii s,• ' ............ • jQ,���`� Z 0,000, cb ♦ ¢ -r- N 1� U N CD o 0� Z. Ern Z m Z a tip ❑ c W t(n 5goa w mILam E o Cz cw o o -J a 2 01 cq CD cn J �o 0 Q cn r w m DO Q o o o CL 0 rK D= a o_ a w �o z ozo^ Fz cv a o— 0 z wW...i� w Na _ w ui 0000 in cq FIBERGLASS SKIN' a w a Cl O �2 \��\W C, ❑ BOTTOM RAIL I--1.71(COMP.) f--1.71" --I N o 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DATE: 08/02/16 SCALE: N.T.S. 2 ------ 2 DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET _�L OF 12 Ed EXTERIOR INTERIOR Les U z ..�1111Uti,. 4A5/\6/\6 4A\5/\6/\6) II' 4A5/\6/\6 SEE HARDWARE CHART 7A7/ \7A,7 HARDWARE TABLE MANUFACTURER MODEL KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT : MPDGART (THERMA-TRU) (3 pt. Manual Tongue) IN INC III 1111MINIM, ow r�� 4g�� I�I19 Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed and recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. c Ata. — to • e- F— ornoo ire' '• '• •yam'`, Z of rn to �J� t l t t l l l Z 0 C:) m U N m C)v N U X Z m cV E q) Z m x 0 � p o nW. �It m n:aLL m r o [Z o O C W a 37a: 0 �o z cn g� M m o Q w c� w W m v' a o 0 o CL X DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 3 OF 12 Y 0 ..1111111tt., 1-1 IN' MIN. EMB. (TYP.) 23 I 0.15' C-SINK y) (TYP) \ l \ Y ,1 1 t 6 I1i;i[A:1[Q 24 EXTERIOR 29 44Dk 2 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 VERTICAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) INT' EXl 3 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) t IN, MIN `tom•• ip �: •''" M rn CD z C; C) Cr U N O 0 o 0 xZ m o Ern Z m ® Ir a p to 5 p o a M �� m aam o Cy�- z 0 J0 AN. YP.) Y JU Um � O QV) > �z (n J W �O W� z �_W _m uNi NCo 5E� C o j O U a a U � U m Z OZO�_ O Q O N O C ~O Z Ld W J W D n 00LJ 00 U C W W DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: D FL-20468.7 C SHEET 4 OF 12 .�t{11►►U.. 0 1-1/4" EMB. j 1 1 r.1 A 1 X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 2 40 X 41 X 42 p � D 7) (1 1 VERTICAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) C 3 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) va ' ' a�' c .. o •Jp :_ I v'• Ig O`_ _j P, I III'���//1•i ♦ Q'L� t��`'` m r Z z o 00 N O F) m 0 N - o cv v 0 xZ o E Z m 0: °-t o oW It �0) m aam V [tat 0 3'a 'MIN. (TYP.) Y U M C= X �o QV) V) w� J W �fz fz Z l=m ¢ N� W o v) p =0 O U of C- d C- W �~O m Z oZ pr` CON O R 0 O Z W W _ W W O o o �2 LU H C:1 t tW C W Cam.. 00:4_Z) DATE: 08102116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 5 OF 12 1( Y 0 v NO E 1.5" e v MAX. o v v v C 40 X 41 X 42 1 40 X41 X42 EXTERIOR (��������j INTERIOR EXTERIOR /�//A�A INTERIOR 1 VERTICAL CROSS SECTION_ 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 2 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16jamb LIVIu. t I 1 r .i 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16" jamb 4 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb I —mu. t i i 1 .1 5 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb �%•' r- •i .......... C; / ���Jll 1111 �� t> M N N m� U N f'� O v V (� Xz C. C aW 0 .0 p m of J C W � oa D IL m aam U. 0 U C W �! a J a: \j'� X t v CMts. I T r.1 6 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb Jz QO U� a j to E- J CO c V �� WW G � OZ� t-m a Ntn ti af O O Z UO =� t- U a. DATE: 08/02/16 SCALE: N. T. S. DWG. BY: iJK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 6 OF 12 Notes: 1. Sill Item #'s 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 Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2" pph screws at each end. 1 VERTICAL CROSS SECTION 7 Inswing Sill EXTERIOR INTERIOR EXTERIOR 40 41 42 7 16 17nEE 44 41 42 SEE NOTE 1 SEE NOTE 1 O D Ll D ° ts n 3 VERTICAL CROSS SECTION 7 Outswing Sill r.U.EH SEE NOTE 1 D 6 to '0 Z ;p.- J 1--00)00 to Z EXTERIOR 11 111 o 11) O ro U C4 CD v� 0 X 41 Z m CV o E O Z 0 d o° -C O n It ? a c W a ��� j � m aa� o cZ 33 34 35 36 37 �w � 0 J�'a_ tE) � n ° 2 VERTICAL CROSS SECTION 7 Inswing Sill ° D D 4 VERTICAL CROSS SECTION 7 Public Access Sill v 0 Of- V)O D ° Cti :5 U =Cr C) QYz F W CD N WO Q > t= O U) o � 0- a m w m z ozo� o�Qo a o oz oWwo Qz(0 0000 0 �oLn� C L cL DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 7 OF 12 Y a 3 V ♦ -'` ,. IN to ie tL O On OD �rii,•'•,• •• �``� z Lrnrn _ r� oco (3) #8 x 2-1 /2 z M ro PFH WS CD m v 04 o tm JAMB TO HEAD DETAIL 0 x z 0 z o x (TYP.) a -� o 0 0° c W 4" (TYP.) it 0 to m ga. z m LL E v Z Q a a c ui o JD 4 2X BUCK Of HEAD & JAMBS J I BUCK �o = U 10 Z (TYP.) BUCK M DIRECT TO gg MASONRY 2X BUCK N =� W F-w U) FRAME HEAD & JAMBS m Q (TYP.) v w v C) o m o r m o ll� Q � a CL Q ^ J m d �o U U U — C; 'd U Lmi 0 m � Z Z O Z O .— •v N c) O N O Z z o a c e � LLJ Z W� 0 ..aa a.. _ _ o` • c _ _ n Q_ a tp W �O LC cr- O O 02 O ui MASONRY o o wUa c (TYP.) o rr z 2X BUCK ANCHORING FRAME ANCHORING a � v z d N Z U DATE:08102116 a SCALE: N. T. S. ° 5 DWG. BY: JK m CHK. BY: LFS 3 DRAWING NO.: �D FL-20468.7 0 N SHEET $ OF 12 U rn 4 '. 0) to O O tn', o -� E- z 1c�: Q r• rn r7 i y' • Cep .- 2X BUCK14% w ,�, w w �i%• • • • -• �`�� a 0 � rn I BUCK SEE HINGE N O N LO O f'!!!liit 1 ������ z o m Z DIRECT TO DETAIL (TYP.) N m� N o rnMASONRY `� v ° N o �= X Z m ) m z m d' C W o 2X BUCK 25 ? °�, N m a a M r 6 1 X BUCK G ° 11, n E 0 Z 27 -- SEE TONGUE o c ai DIRECT TO M +I L 00 o STRIKE DETAIL +I 2X BUCK L ° J °- MASONRY � :-o o (TYP.) N v N'z ^ m , IX BUCK G LATCH & DEADBOLT DETAIL ir, " N 00 N = o Kwikset LO co co DIRECT TO M Q • MASONRY 31 rx:o w Q�r w SEE LATCH TONGUE STRIKE DETAIL m Cr- 2X BUCK & DEADBOLT Mu tipoint oc wU W DETAIL SEE LATCH �w V 1 X BUCK & DEADBOLT m a G 8 DETAIL Cii, _ "' o DIRECT TO M `V o r- MASONRY Security Sub a Strike Plate 28 2X BUCK �»m 8 1 X BUCK G R m m (S o T 22 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO JN o z o N O P 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 3� N a o o ouzo z WJ 1 X BUCK G 0 ww O w cn 27 ^a�. � DIRECT TOA a. � MASONRY M o o LATCH & DEADBOLT DETAIL o w L 2X BUCK Multipoint Lock o o Q LATCH & DEADBOLT DETAIL Schlage 24 G I BUCK $B M DIRECT TO o U W z MASONRY CO �' Q 1-0 LATCH & DEADBOLT STRIKE DETAILS DIRECT TO MULT►POINT LOCK STRIKE DETAILS Z M MASONRY 24 23iz, z V- M N �- O 0 DATE:08102116 z SCALE: N. T. S. DWG. BY: JK m DEADBOLT STRIKE DETAILS HINGE DETAIL RA (Security Deadbolt Strike Plate) D8Y: LFS 3 DRAWING NO.: � D FL-20468.7 0 SHEET 9 OF 12 N U ..�tlitittr.. 0 We EXTERIOR CELLULAR GLAZING TAPE DOW 995 OR SIKA 552 #10 X 1-1/2"PPH SMS INTERIOR 1 /2" GLASS BITE 1" THK. GLASS 1 /8" TEMPERED GLASS 1 /2" AIR SPACE 5/32" ANNEALED GLASS 0.090" PVB INTERLAYER (SAFLEX OR KURARAY BUTACITE) 1 /8" ANNEALED GLASS SWIGGLE GLAZING SPACER G1 GLAZING DETAIL Aluminum Impact Lite Frame Door Panels & Sidelites 3A ALUMINUM FRAME Aluminum Impact Uie Frame Door Panels & Sidelites 4" (TYP.) y 20.88" D.L.O. WIDTH 0- L M ALUMINUM LITE FRAME a- 11 10 X 1-1/2" PPH SMS (TYP.) INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT DECORATIVE INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS • •• l' is to ' Q IS ., 41 ® -j 1, r//j •� ���1 Q •� 01 1,1/t1 till ZO Z` o 11) 0 N ° zXZNErn moo !°n k-1iapo mam n� E o 0 >w >a o O p (n J �g g z w cD w g ~m Q 0 0 Q a a_ m z �°� ozo� CN o— oa�o 00 0 J z 0 w LU Ljj r� [L co OOLI�O 0 wCL �Q:Of0 DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 10 OF 12 LO 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2 4.56' LO -?== 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75' LO �4)INSWING THRESHOLD Inswing Moderate Climate Sill 1-3/6' 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" INSWING THRESHOLD 3b Inswing Basic Fixed 5-3/4" Sill 7.5" 37 INSWING THRESHOLD Inswing Basic Fixed 7-1/2"Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 6.0" co o fig *MyqACCESS THRESHOLD �— —1.79" -- I LO 0 8 SWEEP cy 4.56"I LO 0 L I-- 2.36" WOOD JAMB •: �� t„ a3' rn o .. . �� 6 r ' ..Pi it 1111 N � V a v�V *to At — ;•�O= -JrLo 6tv � Of En m U N v O xZ m o Ern Z m Ce cw it (n� -3 C m (. D_ LL o CZ o CW o -J OUTSWING THRESHOLD o � b w Composite Sill z- g M CL = 4.56' = m Q o o w C U O O Qf OUTSWING THRESHOLD � C) 0 � Composite / Aluminum Sill m o m oZo^ N O(V O CL O O =_ Li Z 5.75' zz JO Ld i� D_ t0 Ci O�pOO O W o a�'iwa vo � Cr 0 OWSWING THRESHOLD N Composite / Aluminum Sill (Thermal Break) Q Z DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK F--1.9T —►- 2•06" CHK. BY: LFS a p DRAWING NO.: 9 SWEEP SWEEP CD FL-20468.7 SHEET 11 OF 12 ..�11111tti.. I 0 BILL OF MATERIALS BILL OF MATERIALS REM # DESCRIPTION MATERIAL REM # DESCRIPTION MATERIAL A 1 X 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 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/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 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 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 (U1) - 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 STEEL -I LO ie :�Zb M Co- �rnrr j>M° z 0 te) 4 O pp U N O o x z 0 N Em z m C W E oa m dam �� 0 E z o o C 41 �d CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 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: ANCH©R`: ANCHOR AAIN.: MIN. CLEARANCE MIN. CLEARANCE: 7YpE SIZE:EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR . ITW ® 1/4" 1-1/4n 2" 4" TAPCON ELCO � 1 4n / 1-1/4n In 41 ULTRACON ITW a 3/16" 1-1/4" AS SHOWN 1.1/2" TAPCON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518" edge distance, i" end distance, & i" o.c. spacing of wood screws to prevent the splitting of wood. Cr V) .J Q Q c W QCn �g CO wo W cUJ o �O m Q _J S of C m� m ozo� o�Qo O z LU UJ Ld �aa(0 LIJ 0000 0 Lo�� w� DATE: 08102116 SCALE: N.T.S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-20468.7 I' SHEET 12 OF 12 I