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HomeMy WebLinkAboutAPPROVED FL17184_R8_II_(c) Inst 17184.2ro plastp 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOUBLE DOOR w/ or w/ouf SIDELITES INSWING/ OUTSWING "IMPACT" GENERAL NOTES 1. 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 borne 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. 5 For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details and glazing detail 3 Sidelite panel details and glazing detail 4 Elevations 5 Horizontal cross sections 6 Vertical cross sections 7 Vertical cross sections 8 Buck anchoring 9 Frame anchoring 10 Astragal details 11 Bill of materials and components V V w w w w Q(D Qz W Z J J H WZ WO w w O O o L? 00 10 o. I I i XX 151.5" MAX. O.A. FRAME WIDTH 37.25" MAX. 74.0" MAX. FRAME WIDTH FRAME WIDTH � 5 O O X X p OXXO CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE XX 74" X 98.0" 20.5" x 78.25" +45.0 -45.0 +45.0 -45.0 OXXO 151.5" x 98.0" 20.5" x 78.25" +45.0 -45.0 +45.0 -45.0 •• �; r O•�� �0)r) i O` a 0 LO ;,•� z > Z to 0 n` O N o 'rn mv c9 o z m z m 0 o E o> o m O a 6onEnrmIt M an.LL (.0)o CZ A= U C W �o �'a UU w C)� z� O z w Q� Cn J M Q C� (n CD W W g w CID � w li U U Cn Cn O E WelfOf o Of Q EL a a_ U ID 0 IL 0000 0 o�oo U o � o 0 a o a 0- D U Z) Z) DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.2 SHEET 1 OF 11 STILE _ (COMP.) STILE REINFORCEMENT (WOOD) HARDWARE CHART MANUFACTURER MODEL LOCK: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (780) LOCK: YH COLLECTION YALE DEADBOLT: YH COLLECTION (80 SERIES) KNOB: -r SERIES (F10) SCHLAGE DEADBOLT: "B" SERIES (860/62) 35.75' MAX. DOOR PANEL WIDTH 40 DOOR PANEL G 1 0.811,-}-�I r 1.27 1.19" ,�, FYTFRIf1R �'-�. I I I IAtTMInD LOCK BLOCK (20" LONG WOOD) 1 HORIZONTAL CROSS SECTION 2 STRUCTURAL SILICINE (DOW 995) 24.22' MAX. i NON STRUCTURAL SEALANT FRAME WIDTH 20.5' MAX. D.L.O. WIDTH #7-19 X 1-3/4" PPH _ SELF DRILLING SMS = NON STRUCTURAL SEALANT 9 W = = C� w _ Q Q C] O x < Q O Lo Lo N 0^O CV 00 1 II Ir.1 ODL LITE FRAME _ STILE (COMP.) STILE REINFORCEMENT (WOOD) 5/8" GLASS BITE EXT. I / G� GLAZING DETAIL ff-� Ut-AA--)QDL LITE FRAME (Alum.) INT. c o M M .. Z LL rN.., o o1cn rnM Z •.. F- O O? 00 to 6 •.• •. ....\\\` > > M Z z OD U N • T 0 Ozw M o, =00 m c W 0,0 IL ifl`t �zM M 0. ILL N r Ci 0 0 �,w 1" OVERALL GLASS THK. o 1 /8" ANNEALED GLASS o o U Ciliz 0.090" SAFLEXO PVB Gl a n M Z N INTERLAYER w w 1 /8" ANNEALED GLASS INTERIOR EXTERIOR a m a p Q AIR SPACE a o 1 /8" TEMPERED GLASS a a ALUMINUM SPACER NN 8 M mgTT Li ^a C14 ocsoo N N FIBERGLASS SKIN ` ? z (0.075"THICK) °w z w w o N too L 11 0 F- FCO WW F= W WW F- W I- c Q.0CLa p UP U ih N W O N CN N t— NOoh� d M N — Z BOTTOM RAIL DATE: 02/21/12 (COMP.) SCALE: N. T. S. DWG. BY: JK 2 VERTICAL CROSS SECTION CHK. BY: LFS 2 DRAWING NO.: FL-17184.2 SHEET 2 OF 11 0 191.EXTERIOR •;"�_z'� 1.75" 0 "' � rn .. N.:7 z tc,• z O CO It STILE ����� �� 0 N : a STILE TOP RAIL m (COMP.) (COMP.) (COMP.) v z m z wo Eo STILE REINFORCEMENTC)o o a STILE REINFORCEMENT (WOOD) a N A m a a m (WOOD) HORIZONTAL CROSS SECTION FOAM CORE o o z6 $ (POLYURETHANE - E 0 1.9 PCF MIN.) C, o J,,a STRUCTURAL SILICINE (DOW 995) 518"GLASS BITE Q 24.22" MAX. i FRAME WIDTH NON STRUCTURAL SEALANT EXT. o 20.5 MAX. 1 OVERALL GLASS THK. Z o 00 D.L.O. WIDTH 35.75"MAX. VWANNEALED GLASS G1 zot:c z DOOR ___ _ 0.090" SAFLEX® PVB °�-- g M j` PANEL WIDTH INTERLAYER �or UJ w N Ur�D 1 /8" ANNEALED GLASS INTERIOR EXTERIOR a m o Q AIR SPACE o 1 1 /&' TEMPERED GLASS 0 Q CL #7-19 X 1-3/,C PPH ALUMINUM SPACER SELF DRILLING SMS Q Y Y } 3A INT. NON STRUCTURAL SEALANT J LU = GLAZING DETAIL m _ © >< G7 Nar� ¢ p 0 0 0 LU Q FIBERGLASS SKIN .N ? `" z ,Q o (0.075' THICK) W Z w w o n C14 �otoU) O O N 06 030� �W:2�2 2 1.86' o�Qno x aoan- 3 3 1.0 CV N � W Lo c, v C t-, (-- 0.063' CL N ro oo n o j ^ Z L =r DATE 02/21/12 BOTTOM RAIL scAE: N.T.S. D 4.25 —►) I (COMP.) tt SIDELITE PANEL / I-- owc. BY: JK 3A ODL LITE FRAME 2 VERTICAL CROSS SECTION DRAWING NO.: ODL LITE FRAME (Alum.) $ FL-17184.2 SHEET 3 OF 111 ELEVATION (XX) ELEVATION (OXXO) ® I 0) �wp � Xt to C . -1w ®.�. z o w (� U N � O D U O Z FY m m o Q� `) p c m a ti It m ao_IT o cZ U G W o -in: mQ LL� ci 0-0 NZ IC-11 N W 2 W W FZ- F=-- O rz to 030P0 U �cCK QO n.oaa. =) U :) :3 DATE: 02121112 SCALE: N.T.S. DWG. BY. JK CHK. BY: LFS DRAWING NO.: FL-17184.2 4 OF 11 ! 11 (2 20 NOTE: MY 1. Spacing for item K: 6" from ends C'SINK L( and 8 more equally spaced along (TYP.) C sidelite (10 total). 0 K P Pd d P . Q do P o< d _ a, P G V P 5 HORIZONTAL CROSS SECTION 5 Outswing shown - inswing also approved 1-IX MIN. EMB. (TYP.) C b •'. a: 60 EXTERIOR 9 V .v K SEE NOTE 1 ' INTERIOR 9 a 21 20 a •v .. v o. 15" " �-- C-SINK v a L (TYP.) B 1 HORIZONTAL CROSS SECTION $ Outswing shown - inswing also approved E SEE NOTE 1 1-1/4' MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 5 Outswinq shown : inswing also approved Shown with 2X reinforcement 1-1/4'MIN. EMB. (TYP.) 4 HORIZONTAL CROSS SECTION 5 Outswing shown - inswing also approved Shown w/1 X sub -buck EXTE 3 HORIZONTAL CROSS SECTION 5 Outswing shown - inswing also approved t �i� to %to CD CD Z ♦`•Z 00C'•rn Ki Z o Z O Z 0E 0 in C14a tn°`t � qzCD m It m n. n. LL co 0 tLC; O ® C U { Z CLj o° 3 a zo ¢o �(n >j- ►— U Otn gWU5 11. _� m Q U o F- (L a U U m m DATE. 02/21/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.2 SHEET 5 OF 11 ^za: INTERIOR EXTERIOR 40 E Ir 33 d',• a� d 0 d d O d 4 d AF A „ 3 VERTICAL CROSS SECTION b Inswing configuration 5 VERTICAL CROSS SECTION b Shown w/ ADA threshold b VERTICAL CROSS SECTION b Shown w/ O.S. ADA bump threshold �g w A,tn �/�'� ••'• rn CD O `• M O Z: V j a) M U) '� ��z M; lilt U N m o� Z OZ CP Ern — ix ma E a o N 0 t0 c W a a q-dl G e'a NIL m o:00- am a LL d a to LL J d O c ° �z A 1'J =3 O C W O C = w O F- U ZV)j Qr to 5: O �o z1 �� m T too :E U °- m U) EXTERIOR INTERIOR = o w o 0 > 2 VERTICAL CROSS SECTION °- a °- 111 b Outswing shown - inswing also approved Shown w/1 X sub -buck m Q m '-` N a h dam• INTERIOR EXTERIOR � Z �` Cn z W Z W W o (n n O 7 40 03o0 31 a�QQ Wi �IL, g ao c; m E LF LJ �_ � N Q F 0� W 0p 0 m • . 'Q d d• Cd 'O d ° •d .CE• .d •<• d' Q e} N — Z d. ' a . ° U DATE: 02/21/12 Z d. d . d ° •d b SCALE: N. T. S. ° DWG. BY: JK m 4 VERTICAL CROSS SECTION cHK. Br: LFS 3 DRAWING No.: N b Outswing configuration FL-17184.2 N 0 SHEEr 6 OF 11 N — E a ° D B C 60 - --- SEE NOTE 1 K ` z 1 1 20 21 CD EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved INTERIOR EXTERIOR MWMP1SEE NOTE 10'1 — Fi (34 E a a. a :•q a A a e a 3 VERTICAL CROSS SECTION 7 Inswing configuration �Cd W �W NOTE 1. Spacing for item K: 6' from each end and at centerline (3 total). INTERIOR SEE NOTE 1 C 31 =`MEMA /. SEE NOTE 1 L EXTERIOR EXTERIOR I*] d w. a a n 4 VERTICAL CROSS SECTION 7 Outswing configuration N. � ` .', Q •' rn Xt C: A::(3 M _ �• O 41 to ••O� U00 Cn U N m>. o Z O Z 0 N o Cp _ Ca W Na VIM �1M M n. 0- LL_ 0 MLL 6 m C O C W J n. 2 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved Shown w/1X sub -buck INTERIOR EXTERIOR SEE NOTE I LLJ d> A e o n 5 VERTICAL CROSS SECTION 7 Outswing configuration Q 0 zo Q U d: (n J F--• (n am a o o a a. E. 02/21/12 N.T.S. BY: JK BY: LFS SWING NO.: FL-17184.2 .Er 7 OF 11 3 N 0 N MASONRY OPENING 2X BUCK 4" (TYP.) 8" TYP. a 11 II II II II II II II 11 11 II I SHOWN FOR REF. -I ONLY i II II II II II II II II II II BUCK ANCHORING XX 4" (TYP.) J ':I TYP. HEAD 'y & JAMBS 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: ANCHOR ANCHOR M1N: MIN. CLEARANCE MIN. CLEARANCE T�111.YPE ; SIZE EMBEDMENT; 70 MASONRY TO ADJACENT EDGE ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON DeWALT U LTRACON+ 1/4" 1-1/4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. • � yr'. i w rr II �e II MASONRY OPENING OF14I1141 II it II II II II II II I 2X REINFORCEMENT 1 I SHOWN FOR REF. I I ONLY 5" (TYP.) —► 9" (TYP.) II II II II II II II II II II I I I SHOWN FOR REF. ONLY I I II II II II ii II II II II II BUCK ANCHORING OXXO 4" (TYP.) I D �CL TYP. HEAD & JAMBS `2 LO U oO O 1,C� %� Ln M M LL J 0) t0i 0) 00 rn Z Z O CO 0 U N T U' X Z 0 i of Ern am® 1 cO C W In 5 arm A � � M n: 0 U, o 0Z i CW >n W Q I tL• I �L 0 W LO FWO F- 0 z DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.2 SHEET 8 OF 11 U z U) z J W z U ❑ z 0 m G' N 0 N 0 3" (TYP.) T' (TYP.) --7 F�— 6' (TYP.) 4 (, 2X BUCK MASONRY TJ 1 X BUCK OPENING TYP. @ HEAD AND FRAME — JAMBS SEE DETAIL 2 I I � I I _ I I `o I I I I I I I I I� ASTRAGAL I I \ SHOWN FOR II REFERENCE I I ONLY I I I I I I I I I I I I I I I I SEE DETAIL 1 I� FRAMEANCHORINGANCHORING XX 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 mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE. ` SIZE —EMBEDMENT. TO MASONRY ' TO ADJACENT EDGE ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON DeWALT ® 1 4" / 1-1/4„ i" 4" ULTRACON+ ITW ® 3/16" 1-1/4" 3" 1-1/2" TAPCON WOOD SCREW INSTALLA77ON NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance, 8. 1"o.c. spacing of wood screws to prevent the splitting of wood. 3" (TYP.) 7" (TYP.) 4,; 3" (TYP.) —*- T' (TYP.) 6" (TYP.) (, 2X BUCK MASONRY 7J 1 X BUCK OPENING TYP. @ _ HEAD AND JAMBS — FRAME II SEE DETAIL 2 I I � zo 1 2X BUCK — TYP. @ SILL F TYP. — N p @ SILL F HINGE DETAIL II I I I I — I II ASTRAGAL I I SHOWN FOR II REFERENCE �- II ONLY ¢ a- a a- — I I c'! C4 I I v 0 CO I I — I I I I � SEE DETAIL 1 FRAME ANCHORING OXXO DETAIL 1 DETAIL 1 DETAIL 2 Inswing Outswing Attach astragal throw bolt strike plate to frame 1 X BUCK 2X BUCK LATCH & DEAD BOLT DETAIL ASTRAGAL STRIKE JAMB Up Z zo 0 0� _ } z M Q aim 1n w C> 0 o o a a Cli O. m Q LL. C,0 ;O C1 N Z N�C4 } W Z W W t Ex- iE O (0 Lo 3 N OO O WO Q � Q Q 0- 0 CL a- O U O O w cc, N N00pp d•M NZ DATE: 02/21/12 SSE: N. T. S. DWG. BY: JK HINGE JAMB CHK. BY: LFS DRAWING NO.: FL-17184.2 SHEET 9 OF 11 0 40, �. ~ 6! r to (2) #8 X 1-5/8" PFH 0. 4=? N WOOD SCREWS UPPER BOLT SLEEVE - Nei z° �,, O 0) to(REINF. POLYMER) 1 — 13" 0.5' �; ` Q 0 • O Cry o Z ANCHOR SCREW LOCATIONS 0 o CD m E N* = p= a ap (L Id m n. a 8Z 0 c 'n c ui � S �J,a 5.5 ° HARDWARE LOCATIONS cn ,. Rio (TRIM COVER REMOVED) o 0 (2) #8 X 1-5/8" PFH �� J WOOD SCREWS °, : g m NU W m ¢ c~n 1.63" o Q a�Y `rM --gym BOLT RETAINER GF NYLON m m m m ELL ci LL N O O 9.5" N Z z z o�Wo 0 z U) L jE �E > N o�oo 0.063' SLIDE BOLT ROD w w Lu F STEEL o o 0 O co W BOLT RETAINERS o o N LOWER BOLT SLEEVE o (REINF. POLYMER] 56 ALUMINUM ASTRAGAL SLIDE BOLT ROD o BY ENDURA PRODUCTS DATE: 02/21/12 ALUMINUM ASTRAGAL SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS ULTIMATE HURRICANE ASTRAGAL ALUMINUM ASTRAGAL ASSEMBLY DRAWING NO.: FL-17184.2 SHEET 1O OF 11 U z W F z F J to z a U z 0 J 7 m 3 0.' N a N O l_J BILL OF MATERIALS ITEM # DESCRIMON MATERIAL A 1 X BUCK (SG >= 0.55) WOOD B 2X BUCK (SG >= 0.55) WOOD C 1 /4" MAX. SHIM SPACE - D 1 /4" X 2-3/4" DeWALT OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-1 /4" PFH DeWALT OR ITW CONCRETE SCREW STEEL G 3/16' X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH DeWALT OR ITW CONCRETE SCREW STEEL J 1 /4' X 3-3/4" PFH DeWALT OR ITW CONCRETE SCREW STEEL K #9 X 2-1 /2" PFH WOOD SCREW STEEL L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M #8 X 2" PFH WOOD SCREW STEEL N 1 /4" X 1-3/4" PFH DeWALT OR ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIP (ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL) FOAM 9 4" X 4' BUTT HINGE STEEL 10 #9 X 1" PFH WOOD SCREW STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELITE SPACER (ISSLB) PVC 30 DOOR SWEEP PVC 31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM. / WOOD 32 ADA THRESHOLD BY DLP (ISHC) ALUM. 33 INSWING THRESHOLD BY DLP (ISCS) ALUM. / WOOD 34 SIDELITE THRESHOLD BY DLP (ISH/ EIS) ALUM. / WOOD 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 56 EXTRUDED ALUMINUM "ULTIMATE HURRICANE ASTRAGAL" (ENDURA) ALUM. 60 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 87 ASTRAGAL STRIKE PLATE I STEEL 88 2X REINFORCEMENT (CLEAR PINE: SG >= 0.49) 1 WOOD 4.56" - ( h L 2.36" - 2.2 20 HEAD & SIDE JAMB Wood 4.56" - LO r..t o N F- 2.44' - - 2.13" HEAD & SIDE JAMB 21 Poly fiber 31 OUTSWING THRESHOLD QOSH LO 5" 32 ADA SILL ISHC 04 O I OUTSWING ADA BUMP THRESHOLD J° OSHC Q:' '•� •• ,, rn �+A7t :.N; a +� �rnr7 rn •Gj.FZm z o V N T Im 0xz°m ° z o: $ Ec p m J c W c, Olt pZm m a: a u. � 0 01 o CW Q o �a qSIDELITE SPACER 33 INSWING THRESHOLD Iscs ----- SIDELITE THRESHOLD ISH/ EIS Ir LO g� zo ww I--- z �En aR g J �� Low m o0 � 0 m Q JCS m w O O w Of Q- ON N 0000 N N Z cli C14 wzww �(0Lo o�oo U � W � o�oo ca o a. a. ::) U :3 :3 DATE: 02121112 SCALE: N. T. S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-17184.2 SHEET 11 OF 11 U z N F- z a J z 0 U C7 z O J 7 m v d