Loading...
HomeMy WebLinkAboutAPPROVED FL15213.1 PLASTPRO 3068 DOORIF plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTS WING "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 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 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. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Bill of materials & components 37.5" MAX. O.A. FRAME WIDTH � z z � Z 0 w w Q Q Ll Fo q ¢ X Q 0 0 X X Q i o CV Cl)00 o 00 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF), POSITIVE NEGATIVE INSWING 37.5" x 82.0" +65.0 -70.0 OUTSWING 37.5" x 80.37" +65.0 -65.0 �� '•� rn o �?�—_ter —�' �= L'-D�r7 ��•'7 z :ornao ; z m V N N ., 0 'a) p v U U X Z N a LO Ei m[ W = Lc' m m a- (LU- �� z' 0Z 0 O w l 0 3' a � O � J Q zo zw oz �g m Ed �Cor w w gw co W �m Q Q� N U p U � LO Ln w & Q a d U U U CD In E 000 www 000 a Q a 0 0 0 0- n_ a :D ::D � w N Q DATE: 02/16/12 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15213.1 SHEET _I OF 7 3 N a N n)�C • . • • • r 1 HORIZONTAL CROSS SECTION 2 35.75' MAX. DOOR 1.58" —{ PANEL WIDTH 2 N 2 r 25 TOP RAIL � Cellular PVC W J W Z Q 0 2 X o 2 N En ~ � N I I Iv BOTTOM RAIL DOOR PANEL i4 Cellular PVC 40 2.5" CO LQ REINFORCEMENT WOOD For lock 11 00 Lq %1 HINGE & LATCH STILE Reinforcement 24 HINGE & LATCH STILE Cellular PVC 24 r ar • .. t` i _ ♦.6.' .. C% IL UY,G7 �,,�aG. ••y0� z Z 00 C 0 '� •%. Q /��''iI/ r �� ,,,` U N m • A• 2 VERTICAL CROSS SECTION 2 CM 0 z o z Cr t0 OJ m c N n, o W 6 t m `A a �d 5 m a. a a jLL �I o E CZ 0 0 cw o -J a: CE: J 0 z W ( J Z cf)p w a U) L m Q 0 U O [� D d d U U U m m CO m Cs W nW iEiEa� NtoU-) 000 a a j DATE: 02/16/12 SCALE: N.T.S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-15213.1 SHEET 2 OF 7 1-114" MIN. EMB. PP.) also approved FRIZl ,"M 3 HORIZONTAL CROSS SECTION 3 Shown w/1X sub -buck rn rrrm1f1%m rvrrn1?1%n ERIOR 3 MOIN K 4 INTERIC EXTERIC MT© �,V d 1 3 17 1 HORIZONTAL CROSS SECTION $ Outswing shown - inswing also approved • ., tC) ,a` � T • J 0�1 1'7 '` •"+ Imo- 0 0) Op Ij U N q 0 x Z 0 N m Ern Z m m N o o� oa `n a` vnto m azM LL �± ® 0 Z E ,.� 0 3'n \jam z 0 w zoo — o cn �L o or m of Ui J am n C - <( O U U o N � MIN. a IB. (TYP.) UIR 000 WWW �CiEiE N to LO 000 W W W � d W DATE: 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15213.1 SHEET 3 OF 7 Fx I FMI( lK IIV I I-KIL )K 1 VERTICAL CROSS SECTION 4 Outswing shown - inswing also approved 0 0 m I ► ff ff 109• :, 3 VERTICAL CROSS SECTION 4 Outswing configuration 2 VERTICAL CROSS SECTION 4 Shown w/1X sub -buck 4 VERTICAL CROSS SECTION 4 Inswing configuration I s t ®� rn O: a•Z° � w rn r7 y®vi •- ` z •�` ° z z ci ao n U N T w o Z p Z It o Em pmm (� . z O] m an.w gw 6 � c z c ui Z O p U Z � N �� r fV) W LXJ to D m Q U O w 0 a a a- N W DATE: 02/16/12 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15213.1 4 OF 7 V MASONRY OPENING BUCK ANCHORING De W W U �z O CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners 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: uu►r_e IAAAD ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT €DGE ANCHOR ITW 0 1/4" 1-1/4" 2" 4" TAPCON DeWALT ® 1/4" 1-1/w, 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. 2X - BUCK MASONRY OPENING d a a•,a. e G FRAME ANCHORING Masonry 2X buck construction UJ W W U z O HINGE JAMB GV M to L6 f STRIKE JAMB STRIKE PLATE DETAIL ,,iI .. �r �, i M I •.� Z ��• ®\ 0 �. U N q 0 v v 0 Z 0 o Ern o o Ld (L rn to � � s m It m aa►I- LL E 0 Q v c ui �%•% O J Z O Z U � O O O� Zp ¢O 6-� m Qz �� w �tn CLm Q 4� D o mm a < x N DATE: 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15213.1 SHEET 5 Of % a .. a < P' I a4' „ e ix - BUCK FRAME MASONRY OPENING a'• a HINGE JAMB 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 1/4" 1-1/4" 2" 4" TAPCON DeWALT ® 1/4" 1-1/4" 1" 4" ULTRACON+ ITW 0 3/16" 1-1/4" 3" 1-1/2" TAPCON 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. 30 TYP. HEAD & JAMBS A < e FRAME ANCHORING Masonry 1 X buck construction CV o: co STRIKE JAMB HINGE JAMB STRIKE PLATE DETAIL •.... tip`®A . Z0• O z 04 -1* r m Lb . <- = V" 0_ M `•• •• O` � so 0! 00 i � ♦ Q •L 0) • G`�� Z z 00 0 te) � a . ooZCP fft �Z� ON L Ea) m m a U) t m L .t mnaLL 3 C 0 z E a O CW 0 J�'n z O c.> U� F— z UO z 5EZ Q) 00 = U V) J z� V) W LdO Q-• Q L_cz C) O O U H ZD m a CL x mIm DATE: 02/16/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15213.1 SHEET 6 OF 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 2 1 X BUCK SG >= 0.55 WOOD 3 2X BUCK SG >= 0.55 WOOD 4 1 /4' MAX. SHIM SPACE - 5 1 /4' X 2-3/4" PFH DeWALT OR ITW CONCRETE SCREW STEEL 6 #10 x 2-1 /2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 8 #9 x 3/4" PFH WOOD SCREW STEEL 9 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL l0A VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. VINYL 11 REINFORCEMENT WOOD FOR LOCK WOOD 12 FINGER JOINTED PINE JAMB WOOD 13 #9 x 2-1 /4' PFH WOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 20 POLYURETHANE FOAM BY NANYA POLYURETHANE 21 4' x 4' BUTT HINGE STEEL 23 POLY FIBER JAMB COMP. / VINYL 24 HINGE & LATCH STILE CELLULAR PVC 25 TOP RAIL CELLULAR PVC 26 DEADBOLT STRIKE PLATE STEEL 27 LATCH STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM. / WOOD 29 HINGE & LATCH STILE REINFORCEMENT LVL 30 1 /4" X 3-3/4' PFH ITW CONCRETE SCREW STEEL 31 #9 x 1" PFH WOOD SCREW STEEL 32 1 /4' x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 33 3/16" X 3-1 /4' PFH ITW CONCRETE SCREW STEEL 40 1 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - cv 4.56' mg mi;! � f — 2.43' &AML = 1 CV 4.56" :. 2.12" --� (-- 2.43' -) 23 POLY FIBER JAMB ci Lo 04 4.56" ( 4.56" Ln c' 15A ADJUSTABLE INSWING SILL IS ADJUSTABLE INSWING SILL 28 OUTSWING BUMP THRESHOLD 0 � :. U) ?-jr. I 1 ''0`z ornrn ' a �t0 ••`�� � j M Z'''. z o eo 0 M U C4 �O Q y ® 0 a Z m Z o: cma s p - m C W Lo a t) 5 Z m m 0.aIz � � o E C Z 0 ^ \ G CW Q J, d zon o� o.. g cn o g W CLm I m w V) U) Q o: O a d E�� 31411114 0 ^o 71 M N O o DATE: 02/16/12 SCALE: N. T. S. DWG, BY: JK CHK. BY: LFS DRAWING NO.: FL-15213.1 SHEET 7 OF 7