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HomeMy WebLinkAboutAPPROVED PlastPro Double door FL17184.06It 17184.6C7 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 OPAQUE FIBERGLASS DOUBLE DOOR w/ or w/ovt SIDELITES INSWING/ OUTS WING "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. 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. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 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 a u C C 0 ►10 151.5" MAX. O.A. FRAME WIDTH 37.25" MAX. 74.0" MAX. FRAME WIDTH FRAME WIDTH 1 i w :Z �3u_ 'Z �O LU o� >_ -iL, o=I O X • O X O L 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 82.0" N/A +50.0 -50.0 +50.0 -50.0 OXXO 151.5" X 82.0" 20.5" X 62.63" +50.0 -50.0 +50.0 -50.0 .t:LO 0) A C ` Q c❑i L0 rn •>�\\\ Z) % �rj Z z m N .. '0 C9 x Z 0 O of a r42) 0 J m c W �6rm a mda- LL 0 Cz ^ l O C 0: 0 z� c� o u� z w �Q (.3 C) zo zw o �z co fo- m U� J CL m Q J L U o a DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.6 EET 1 OF I 1 z U) z Q J N z 0 U 0 z 0 m 3 d N 0 N 0 2.50" .00' 1.00 1 ' EXTERIOR :. tip' * : -o -- .- � .. wrnM .:� z;��:� oo?ro r • 'w � ,`n TOP RAIL ��'��' •y`�� o m o (COMP.) �i� • ....�� N > ,� z �fill %+ U N •• m 41 HINGE STILE INTERIOR LOCK BLOCK (WOOD) $ £ o m° o Cellular PVC STILE REINFORCEMENT (LVL) a Q —j n ° -j o 0 a STILE REINFORCEMENT o m U. m D: a (LVL) LATCH STILE FOAM CORE N o zo 1 HORIZONTAL CROSS SECTION Cellular PVC (POLYURETHANE - o v 1.9 PCF MIN.) o o°U J a •3 o � ccc J = a Q Z � Q •3 35.75" MAX. 00r J DOOR fLg m z PANEL WIDTH V)o w Q< 3 EXTERIOR INTERIOR am Q o L Z D o 0 o � cn ¢4 YY%' FIBERGLASS SKIN U w (0.075" THICK) m m m m SEE HARDWARE TABLE F - 'J+ Uj w o a Q o c y N .N. to O 1 z z 0 °w�ww O 0 2 X ��� 0-v X tp U) n HARDWARE CHART' `6 Lo w w CV cli Q�Q4 LL ^ MANUFACTURER MODEL a o a BOTTOM RAIL a o > LOCK: SIGNATURE SERIES a (COMP.) ; . o 0o r` W KWIKSEi DEADBOLT: SIGNATURE SERIES (780) N ' w LOCK: YH COLLECTION p N N p wD YALE DEADBOLT: YH COLLECTION (80 SERIES) °p °O o a KNOB: "F SERIES (F10) It rO N O DOOR PANEL SCHLAGE DEADBOLT: "B" SERIES (860/62) z 40 DATE- 02 21112 N SCALE: : a. 2 VERTICAL CROSS SECTION DwG. Bar: X Y_ 2 CHK. BY: LFS DRAWING NO.: FL-17184.6 SHEET 2 OF 11 no on n■ n ■ no HINGE STILE V INTERIOR` e Cellular PVC STILE REINFORCEMENT (LVL) 1 HORIZONTAL CROSS SECTION 3 35.75" DOOR WIDTH *ApELTfE PANEL 24.27' MAX. FRAME WIDTH 20.5" MAX. D.L.O. WIDTH H 0 _ w (� = w_ `L Q O U J tL Q Q � O < LO CV M 10 1O 10 LOCK BLOCK (WOOD) STILE REINFORCEMENT (LVL) STRUCTURAL SILICINE (DOW 995) NON STRUCTURAL SEALANT — 4.25' (TYP.) ODL LITE FRAME LATCH STILE Cellular PVC to to ��• dm y pI<Z Mh • T z° 0 0Q ,L OI / • •••• � O t0 z TOP RAIL '�i �` (COMP.)0 to fill as acp oz� ED °p cp J �m m C W to a �5 � It CD 0: ti d !� FOAM CORE C� N c Gz0 (POLYURETHANE - o o° " d 1.9 PCF MIN.) 5/8" GLASS BITE EXT. 1" OVERALL GLASS THK. 1 /8" ANNEALED GLASS 0.090" SAFLEXOPVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1 /8" TEMPERED GLASS #7-19 X 1-3/4" PPH _/ ALUMINUM SPACER SELF DRILLING SMS 3A INT. NON STRUCTURAL SEALANT G1 GLAItNG DETAIL 0.063" r Ut-AA-)ODL L17E FRAME (Alum.) FIBERGLASS SKIN (0.075" THICK) BOTTOM R, (CON G1 10tareIN 2 VERTICAL CROSS SECTION 3 J J o QQ 00 zo 00„ � Wz q N O- I- M a� �w ) u'� o_m li. -z U tY 0 p Q a a w -.J ca FQ- A 9• DATE: 02121112 scALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.6 SHEET 3 OF 11 o� u � u � n � o_ ELEVATION (XX) u� M-© MAN 3TLiT �lFEW �,_b 6 b 6 ELEVATION (OXXO) ♦ • rn to co X-t 0 0? CO ..• : • ✓jam Q � � W oco t0�41 Im z oZ� o U 0 _j m 00 a V1M 5 �tm It m O. O_ � N +LL N ® oZ c0 0 > 4j O a J n. Q= d Zip z a� F-- m gw W w Qm Q U O 4 0 � a § toto 00 F:02121112 N.T.S. BY: JK c. BY. LFS SWING NO.: FL-17184.6 .ET4 OF 11 n NOTE: 1. Spacing for item K: 6" from ends and 6 more equally spaced along sidelite (8 total). 1-1/4' MIN. EMB. (TYP.) N C o v \ D / o a N Vf _ p m a fl v D 10 _ a a Oa EXTERIOR 60 5 HORIZONTAL CROSS SECTION 5 Q v K SEE NOTE 1 ° INTERIOR m ° v 21 20 y ° �I hL y 1 —►) I -- C-SINK (' (TYP.) 1 � HORIZONTAL CROSS SECTION I (E) 1-1/4" MIN. EMB. PP.) E EXTERIOR 60 ° D ° . °a � o SEE NOTE 1 K o INTERIOR a° D E J ` 20 21 C A 1-1 /4" MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION § Shown w/1X sub -buck LL 9 INTE 3 HORIZONTAL CROSS SECTION i0 .•• CD IS M Z .�"�'y _ J Ii (j) O 0) f,/. ab ,,, p� to 60) I tom• •• 00 C.I``� S ' �I '• LO) Q ' to ��� J O t0 O �+ U N • m v Z x Z 0 o E� m O ES tn� a 5�zM m aaU_ CD LL C C No c6 CD . o -jn. zo U �Ln ~ � m N� �N �m w O=U Q U o 0 0 0 o_ a a DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.6 SHEET 5 OF 111 U z UI I- z Q D N z 0 U Outswing shown - inswing also approved INTERIOR EXTERIOR 1MV� 30 i 33 E 6 z z F i e',• a� d a e N e e •Q a a. 2 �1 vnntrAt rmvz cFrnnm JInswing configuration z� W 5 VERTICAL CROSS SECTION G Shown w/ ADA threshold 6 VERTICAL CROSS SECTION 6 Shown w/ O.S. ADA bump threshold • �: rn � �� t M z lt+:Ozvi�`rn� .S. ornCO yCo` z� o�rn m U a •.•� V, x0 z 01 °f Ir c�mcw E d d Qa aN ma CM c d ° ° N +� L- J N mE o cz 0 M+; CD C z o- :3 o c w O 3 n. "t: m z o W �= 0 Z o vi 20 21 a g m v 7 �o :S M W to - EXTERIOR INTERIOR o o 2 VERTICAL CROSS SECTION � a •Q o > > m Outswing shown - inswing also approved Shown w/1X sub -buck rJ J (E o ° e / 4-*"\ VERTICAL CROSS SECTION _,/ Outswing configuration U J U 0 0 Nz�� W Z W W 3 4 Q a a..o� aa O U =) :) E. 02/21/12 LE: N.T.S. BY: JK BY: LFS ANG NO.: FL-17184.6 :Er 6 OF 11 U z N F z Q J Z) to z 0 U 3 N 0 N 3 00 L, J LL i 0 N O LL N 0 1�`````,` "�� NOTE tIf �i to E _ a a :a a �G a Q a O• • ••• C:� r IAA Q. °. a 1. Spacing for item K: Y from each end • a _ 4 a ' a a °•. Q: and at centerline (3 total). _ .� 4(0. __ z � r7 t— O 0? CO e Z (D CL:D D D ' '�� �I ��` Z C ^m 04 C ^W o z0 ZO Z.� mmW 0. OnC O5.a.A a m O tL 60 _ N '� —w N° CZ 60 E K _ tD O C Li SEE NOTE 1 L Z °- C)0 � a 20 21 0 SEE NOTE 1 K 21 20 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved INTERIOR EXTERIOR SEE NOTE I pro, z n IF 34 -- � m ECd^Ui �-, w w L a v d. . . C a C 4 a a a a a:a d :a '• ' a n 3 VERTICAL CROSS SECTION 7 Inswing configuration 2 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved Shown w/ 1 X sub -buck INTERIOR INTERIOR EXTERIOR JLL IVtJIL I K 50 C50 31 35 EIF a ,• ad a•, d ; • a a: a a. a A'a d b ^ 4 VERTICAL CROSS SECTION 7 Outswing configuration Q� V) �o 0 Z o __A �� UW N(D a: w >V) am Q 0 0 0 Q- a EXTERIOR Q o oaoo .. 0 y SEE NOTE 1 X) z toU) Z21D �m ¢Q� -� oce000 _ w a. o n. 0- D e 5 VERTICAL CROSS SECTION 7 Outswing configuration DATE:02121112 (4 SCALE: N.T.S. c DWG. BY: JK m CHK. BY: LFS 3 DRAWING NO.: N FL-17184.6 a SHEET 7 OF 11 N — C 4" (TYP.) 8" (TYP.) -- •.. II 2X BUCK ( I II it SHOWN FOR I II REF. ONLY II II II II MASONRY II OPENING ( I II II II r II • II BUCK ANCHORING XX 4" (TYP.) IJ TYP. HEAD & 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: /1+IIN. 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" 1" 4" ULTRACON+ WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. CL O 0XII-i0 MASONRY OPENING 5" (TYP.) 9" (TYP.) II II II II II II I it I I 2X REINFORCEMENT I ( SHOWN FOR REF. I I ONLY II II II II II II II II it 4" (TYP.) 8" (TYP.) L, BUCK ANCHORING OXXO 0 ��`�• �i M Ci _ � o �0 OD . - mi. U 04 _ z 0Z� (TYP.) 0 p o a a V? M r m o � maaL. a N CZ CW CL co Do TYP. HEAD & JAMBS a o' zo � 0 °�- M W Q � QCL �m a m a U c~> 0' D O o a Q< E: 02/21/12 LE: N. T. S. BY: JK BY. LFS ANG NO.: FL-17184.6 :Er 8 OF 11 0 z N H z a J N z 0 U 0 z 0 J m 3 N 0 N a W 3" (TYP.) T' (TYP.) 2X BUCK J 1 X BUCK MASONRY TYP @ OPENING HEAD AND FRAME JAMBS —� 6" (TYP.) -- SEE DETAIL 2 10 SEE DETAIL 1 FRAME ANCHORING 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 mortar joints, 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 ® TAPCON 1/4" 1-1/4" 2" 4" DeWALT 1/4" 1-1/4" 1" 4" ,ULTRACCINT ITW ® 3/16" 1-1/4" 3" 1-1/2" TAPCON 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. o Xt M 3" (TYP.) 3" (TYP.) _ �. G ; ..1 _ z M T' (TYP.) 7' (TYP.) 6' (TYP.) — N d rn M 1a✓ : y*- - z 0 of rn 11111 11 m U N •41 • Xz0 (, 2X BUCK SEE DETAIL 2 a- a E 010 J m° c w a O) 6 o d 2X BUCK------"J 1X BUCK N 10 N m a a m @ HEA HEAD AND c4 OE cc z (6o c ui JAMBS — 0 3`a ASTRAGAL y FRAME L 1 X SHOWN FOR Q TYP. Q SILL REFERENCE N o MASONRY TYP, @ SILL ONLY M o o OPENING F N Z� o F SEE DETAIL 1 �� v o: z D gw � w o am Q U O W X 9 0 a. a FRAME ANCHORING OXXO t UWAlt 1 Inswing X BUCK G 1 X BUCK 87 2 x BUCK X BUCK LATCH & DEAD BOLT DETAIL 0 DETAIL 1 DETAIL 2 1X 2X Attach astragal throw bolt strike plate to frame as shown HINGE DETAIL ASTRAGAL STRIKE JAMB HINGE JAMB DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.6 SHEET Q OF 11 to �ILL; it Q_Z .®. �•.� Z 0 ` vi rn • i- ornao V� 13' 0.5 ��.t• : �� a °oirn (2) #8 X 1-5/8" PFH 1Z, —*- -- 28.9" - ��i �• ••.; ,y`�� o ci°o 0 WOOD SCREWS UPPER BOLT SLEEVE o 50.4" 44 35.2" �fi���',,,i' i'';,� `'`�`���� a c (REINF. POLYMER) OI '' a cp v 0 p Z ANCHOR SCREW LOCATIONS `$ t o J c w It m a n. i,. a C) c E 0 co o �(L CD HARDWARE LOCATIONS Q Lo �o Q zo w v) o m (TRIM COVER REMOVED) (2) #8 X 1-5/8" PFH �w WOOD SCREWS ;f, CL CO Q a 6 G` o' �-•—f —1.63" Do r- a a o Yco � 1.75' BOLT RETAINER o GF NYLON m co m N rn M o a F o 0 0 0 0 �9.5" z 1 z —L bi Q � U z_ cn LL s p `b u- 04 0.063" o U o 0 o SLIDE BOLT ROD w STEEL o 0 o 0 d aoaa. Z) U V LOWER BOLT SLEEVE O OJ 2 (REINF. POLYMER) w BOLT RETAINERS o � N N Q ° �6)ALUMINUM ASTRAGAL\° " o a BY ENDURA PRODUCTS SLIDE BOLT ROD p �t�cvZ C' z ALUMINUM DATE: 02/21/12 �� ASTRAGAL SCALE: N.T. S. d DWG. BY: JK c CHK. BY: LFS ULTIMATE HURRICANE ASTRAGAL ALUMINUM ASTRAGAL ASSEMBLY DRAWING No.: FL-17184.6 a N SHEET 10 OF 11 v v U z N z z J Ea z 0 U U z 0 J m 3 Of N O N BILL OF MATERIALS ITEM # DESCRIPTION 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 STEEL 88 2X REINFORCEMENT (CLEAR PINE: SG >= 0.49) WOOD LO 4.56" A N I - 2.36" - f -- 22' 20 HEAD & SIDE JAMB Wood 4.56" o N F- 2.44" —}-- 2.13" 21 HEAD & SIDE JAMB Poly fiber w �) 31 OUTSWING THRESHOLD QOSH LO 5" t 932 ADA SILL ISHC 0 5" _ N C) OUTSWING ADA BUMP THRESHOLD OSHC M o 2.12" 29 SIDELRE SPACER 33 INSWING THRESHOLD ISCS SIDELITE THRESHOLD 34 ISH/ EIS .`Q�' !1!s���' Logrn �.:' .. to •ti v:a:=Z �r LLrn� rn ice•'• GJ �� i- to �• ... J O m p z U tV 41 01 Z o Z P Ern m o c p 0 c w 00- a t% It 5 Z m M . ItmaalL N +W+ LL N v CZ CD U [ Li 0 0 �o ¢fLQ zo ww �� I-z ag i m �a nw o0 O 0] n Q J Ad DO o x o_ Q 0- 0 T 3R DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.6 SHEET 11 OF 11