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5200 W. CENTURY BLVD. =N�'� Z
LOS ANGELES, CA 90045 '��''• •`'y`` "�
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Smooth/ Wood Gran/ White Wood Grain N E. 9 m
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1. This product has been evaluated and is in compliance with the 6th Edition o o o `�
(2017)Florida Building Code(FBC)structural requirements excluding the"High 0 a
Velocity Hurricane Zone"(HVHZ). D D
2. Product anchors shall be as listed and spaced as shown on details.Anchor m
embedment to base material shall be beyond wall dressing or stucco.
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3. When used in areas requiring wind bome debris protection this product
complies with FBC Sections 1609.1.2 8.R301.2.1.2 and does not require an N
LL impact resistant covering.This product meets missile level"D"and includes Wind o
Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.22&R301.2.1.2.1. m
4. For 2x stud framing construction,anchoring of these units shall be the same as OR
that shown for 2x buck masonry construction.
5.. Site conditions that deviate from the details of this drawing require further i
engineering analysis by a licensed engineer or registered architect.
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TABLE OF CONiEMIS o i
SHEET# DESCRIPTION N Z a
1 Typical elevation,design pressures,&general notes OVERALL; DESIGN PRESSURE(PSF), o
2 ypical elevation,
SWING FRAME{ DATE:02/16/12 ?
3 66or ntneldessections DIMENSION POSITIVE' NEGATIVE scuE. N.T.S. 9
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- -S 4- Vertical cross sections -. -- INSWING--- 37.50"'x82.09' -+65_.0-- ---70.0-- —_--.- --------- -- - cHK.Br:—_LFs
e 5 Buck and frame anchoring-2)(buck masonry construction
DRAWING NO.: C
6 Frame anchoring-1X buck masonry construction OUTSWING 37.50"x 80.37" +65.0 -65.0 ro
7 Bill of materials&components FL-15213.1 0
SHEET 1 OF 7 ro
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/ No.43409
October 19,2017
PRODUCT: to a rnente Prepared la',
N PLASTPRO INC. P.E. No. 43409 1dt ``��
IN - FIBERGLASS DOOR �'1 SAL A�
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! o N y Dr 2 10 19 UPDATE TO 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: /( BUILDING CONSULTANTS, INC.
W x (n\ 1 4 22 15 UPDATE TO 5TH ED. (2014)FBC JK DOOR PANEL DETAILS J 1�►/y P.O. Box 230. Valrim• FL 33595
N NO DATE BY Phone No.: 813.659,9197
REVISIONS FBPE C.A. No. 9813
®2072 R.W.19UILCING CoNBULTANTB INC.
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No.43409
October 19,2017
PRODUCT: Dooumentn Prepored 8,11i
Lyndon F. Sehmldt
Yn '.
IW oPLASTPO INC.
Z FlBE GR LASS DOOR
P.E. No. 434Da
Io tv r y 2 10 19 17 UPDATE TO 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
I (.1 \ 1 547272157UPDATE 70 STH E0. (2014) FBC JK
1 IV NO DATE gY HORIZONTAL CROSS SEC77ONS P.O. Box 2301 .659.9 7 33595
Phone No.: o. 9559.9197
REVISIONS FBPE CA No. 9813
0 2072 R.W.BUILDING CONBULT-IND.
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No.43409
October 19,2017
PRODUCT: Documenfe Prepared
Lyndon F. Sohmtdt ......... �
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IA o Z\ FIBERGLASS I OR P.E. No. 43409
FIBERGLASSB �
2 10 19 17 UPDATE TO 6hl ED. (2017) FBC LFS PART OR ASSEMBLY: /( BUILDING CONSULTANTS, INC.
Iv W (n i 4 22 15 UPDATE TO STH m. 2014) FBC JK yERTICAL CROSS SECTIONS J I�YY P•o. Box 230, vplrleo• FL 33595
ro NO DATE BY Phone No.: B13.859.9197
REVISIONS FSPE C.A. No. 9813
I 0 2012 R.W.SUMVINO CONe11LTANTe INC.
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vi Masonry 2X buck construction
CONCRETEANCHORNOTES: F 0:
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints. o 0
a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a a d
maintain the min.edge distance to mortar joints,additional concrete anchors 21 13 >> z
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 6
3. Concrete anchor table: 31 26 N a
z "' MIN CLEARANCE MIN CLEARANCE o + o
ANCHOR ANCHOR MIN 70 MASONRY TO ADJACENT ♦ Z
TYPE SIZE 6Mgt bMENt EDGE ANCNQR.....:.: B 27 13ITW N^Z n
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PC ® 1/4" 1.1/W 2" 4" srue: N.T.S. °
TAPCON
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ULTRACON - - - - CHK:BY: LFS 3
Q HINGE JAMB STRIKE PLATE DETAIL n
WOOD SCREW INSTALLATION NOTES: Dawwo NO.:
1.Maintain a minimum 518"edge distance,I"end distance,&1"o.c.spacing of FL-15213.1 a
wood screws to prevent the splitting of wood. sHe:r 5 N
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Masonry 1X buckconstruction CA
NOTES: h
1.Concrete anchor locations of the comers may be adjusted to maintain the min. Q o
edge distance to morfar jotnts. ~
a2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
t maintain the min.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"cilmenslon are not exceeded. 21 >> z
3 Concrete anchor table 32 .^
MIN CLEARANCE MIN CLEARA CE
4P(CHOR ATJCIiOR MIN 70,MASONRY FOADJACENp 31
::i:TYPE SIZE EMBEDMENT.....:.....::EDGE...-:.:.::.;::. ._...... m
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..:.......:...... :.:.. ..:...:•.. ..:..::: AIJCkOR.....r 8 27 O o
TA CON® 1/4" 1.1/4" 2" 4" DAh 02 16^12 i
ELCO 1/4" 1.1/4" i" 4" sr m- N.TS. o
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I? TAPCON - - - ----_ HINGE JAMB _ STRIKE PLATE DETAIL e
WOOD SCREW INSTALLATION NOTES:
DRAWING NO.: N __
1.Maintain a minimum 5/8"edge distance,I"end distance,&T"o.c.spacing of FL-15213.1
S wood screws to prevent the splitting of wood. a
SHEET 6 OF 7
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BILL OF MATERIALS `��`'.
ITEM DESCRIPTION MATERIAL •• ��n
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI
CONCRETE _V' 'a=� r.
1 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 - 'y ; z'
2 11X BUCK SG>=0.55 WOOD ` tN�
3 1 2X BUCK SG>=0.55 WOOD ��i,�'•..... �fi��� >°tD o
4 1/4"MAX.SHIM SPACE �� n
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5 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL fill 1.1%
6 1#10 x 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL ^ < v a o Z°d
8 #9 x 3/4"PFH WOOD SCREW STEEL �, �y �, ,� $ i m 9a m'w
9 DOOR SKIN MIN.0.075'THICK 4.56" a
FIBERGLASS \V^ N r a
cy 4.56" ^� m a�
10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL
l0A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL E o
11 REINFORCEMENT WOOD FOR LOCK WOOD
12 FINGER JOINTED PINE JAMB WOOD
13 #9 x 21/4'PFH WOOD SCREW STEEL
14 BOTTOM RAIL CELLULAR PVC 2.43" 2.43'
15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD o
15A I INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD z o
16 1 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 12 JAMB 23 POtYFlBERJAMB oEn •• o
16A I COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM `�m
17 1 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 5 w
18 1 KWIKSETDEADBOLT-SIGNATURE SERIES 780 STEEL o m Q mAd
20 POLYURETHANE FOAM BY NANYA POLYURETHANE Ijl
21 4"x 4"BUTT HINGE STEEL o Ix
4 23 POLY FIBER JAMB COMP./VINYL �a a
24 HINGE&LATCH STILE CELLULAR PVC
25 TOP RAIL CELLULAR PVC 4.5N' -I 4.56'
26 DEADBOLT STRIKE PLATE . STEEL I
g° 27 LATCH STRIKE PLATE STEEL cy
28 OUTSWING BUMP THRESHOLD ALUM./WOOD
29 HINGE&LATCH STILE REINFORCEMENT LVL N N
30 1 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL Z
31 #9 x V PFH WOOD SCREW STEEL 1 ro
32 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 4 il-
33 3/16"X 31 lePFH ff W CONCRETE SCREW STEEL 1�1 ADJUSiABIE INSWING SILL (i ZOU►SWING BUMP THRESHOLD o �
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
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FL-15213.1 c
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