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HomeMy WebLinkAboutPlastpro Doorlastpor � 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWlNG "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 El 996 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 some 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. 37.50"MAX. O.A. FRAME WIDTH 0 z z � Z O i C) c7 w In �/ < ¢ /� C5 o cv m m SWING TABLE OF CONTENTS SHEET# DESCRIPTION I Typfcal 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 - IX buck masonry construction 7 Bill of materials & components 37.50"MAX. O.A. FRAME WIDTH 0 z z � Z O i C) c7 w In �/ < ¢ /� C5 o cv m m SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 37.50" x 82.00" +65.0 -70.0 OUTSWING 37.50" x 80.37" +65.0 -65.0 z i Vm Q 0 tnA i I I 6z S o 0 ry Z U _.02/16/12 z N.T.S. o S I. BY. JK m Ely! LFS # WING NO, K W FL -15213.1 q N Er 1 OF 7 35.78' MAX. DOOR PANEL WIDTH 4D DOOR PANEL ERIOR ERIOR f ' 1 HORIZONTAL CROSS SEC17ON 2 !TOP RAIL Cellular PVC -- LJ T T 14 BOTTOM RAIL Celluh PVC ' Forio REINFORCEMENT WOOD ck —y �— .40 24 HINGE & LATCH STILE Cellular FVC INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 2 E: 02/16/12 LE: N.T.S. BY.. JK BY, LFS WING NO.: FL -15213.1 Er 2 OF 7 1-114"MIN. I? EMB, (TYP.) c s" 0 a 7-1 /d" RAIN 2 HORIZONTAL CROSS SECTION 3 Outswing shown - inswing ado approved 3 HORIZONTAL CROSS SECTION $ Shown w/1 X sub -buck INTERIOR INTERIC EXTERIOR EXTERIC 1-7/4"MIN . IB. (TYP.) 7 HORIZONTAL CROSS SECTION 3 Outswing shown - inswing also approved � F �tw z 7 •- p 2 � O DATE: 02/16/12 i scaLE: N.T.S. ° 5 Bwc. BY: JK m CHK. BY: LFS 3 DRAWING NO.; FL --75213.1 n SHEET 3 OF 7. n AT P ~? Z 1111 U N 0 xd 0 Z Z o U � n r40 9m eW V u E LZ 5,1: 1-7/4"MIN . IB. (TYP.) 7 HORIZONTAL CROSS SECTION 3 Outswing shown - inswing also approved � F �tw z 7 •- p 2 � O DATE: 02/16/12 i scaLE: N.T.S. ° 5 Bwc. BY: JK m CHK. BY: LFS 3 DRAWING NO.; FL --75213.1 n SHEET 3 OF 7. n EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION q Oufi ng shown - inswing CIS o approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION q Outswing configuration tAl tKlUK 11,41 MIUK �1 VERTICAL CROSS SECTION Shown w/IX sub -buck p eo 0 4 VERTICAL CROSS SECTION q Inswing conriguration N.T.S. 9r: JK srf: LFS WING NO.: FL -15213.1 er 4 of, 7 ••to VIA 10 �•�'I`V M IbQ J O,j y � 7 Z O C m y a L1 GZ N a=°i omc m d a - \y a .� ° o �d Lim N.T.S. 9r: JK srf: LFS WING NO.: FL -15213.1 er 4 of, 7 2X BUC MASONRY OPENING W Q W �U �o BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES., 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjoints. 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 EDGE TO ADJACENT ANCHOR ITW TAPCON ELCO T J4 1 1/4" T„ 4.. ,ULT ACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I"and distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. FRAME MASONRY OPENING FRAME ANCHORING Masonry 2X buck construction az �O HINGE JAMB m � = Ui•� � * J U x .. (\ �' p o ZV � V C7 Z a of N o Eq, o m c a mna® ma s�0 V 'vCZ C Li 0 2j zLn U Zp QO � 5 m �z L cu w � O a sn am < K Ne Y o U(-) O K Inca h d � STRIKE JAMB STRIKE PLATE DETAIL °z � z m N Q f z sa a DATE, ©2/16 12 zz a SCALE: N.T.S. � Dwc. BY: JK m CHK. BY, LFS ? nPAwING No.: R e FL -15213.1 0 SHEET 5 of 7 -10 30 TYP. HEAD & JAMBS 1X BUCK MASONRY OPENING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joinfs. 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. 1 Concrete anchor table: ANCHOR.. ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE -' TYPE SIZE: EMBEDMENT TO MASONRY TO ADJACENT -EDGE ANCHOR ITw® �• • 4" TAPCON W ` D M ELCO® 1/4" 1.1/4" 1" 4" ULTRACON N n v$ J ITW® 3/16" 1.1/4" 3" G TAPCON Q 9 E rot C WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. d �• FRAME ANCHORING Masonry 1 X buck construction S79IKE JAMB HINGE JAMB STRIKE MTE DEYAIL SCALE: N.T.S. DWG. BY: JK C"K. sr: LFS DRAWING NO.: FL— 75213.1 SHEET 6 Or 7 •p .'..y � y O =o M] �• • J O /f/Z���1llt•15�� W ` D M V N •• a M1 a 0 cz pm® N n v$ J m 560 a �y G Q 9 E rot C �^ ♦♦ a cW o JLL HINGE JAMB STRIKE MTE DEYAIL SCALE: N.T.S. DWG. BY: JK C"K. sr: LFS DRAWING NO.: FL— 75213.1 SHEET 6 Or 7