HomeMy WebLinkAboutProduct Approval R W R W Building Consultants, Inc. L-Si
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B Consulting and Engineering Services for the Building IndustryN
C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197
Florida Boa Profesi Engineer mate 13
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Date:
!/ /
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0dober / 2017
'Product
Category Sub Category Manufacturer Product Name
Swinging Plastpro Inc. Smooth I Wood Grain I White Wood Grain
Exterior Exterior Door 5200 W.Century Blvd. Rustic/Mahogany
Doors Assemblies Los Angeles,CA Series Fiberglass Door
Phone 440:969.9773 Inswing/Outswing-"Im act
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,.P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
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 bome 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.
6.. See drawing FL-15213:1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 2005-02-21-001 ASTM E330-02 and ASTM E1886/E1996-02 Testing Evaluation Lab.,tnc. Wendell W.Haney,P.E.
2. Drawing No. Prepared by - Signed&Sealed by
No.FL-15213.1 RW Building Consultants,Inc.(CA#9813) Lyndon'F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
- Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Quality Assurance e
Baas s.aitefge
Certificate of Participation issued by National Accreditation and cm°01 SO E.U,.'Pe
Management Institute,certifying that Plastpro Inc.is manufacturing ��ed�; ;n•° �,�••.�.' °o��
products within'a quality assurance program that complies with o� :��G SF �9r
ISO/IEC 17020 and Guide 53. o
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1. This product has been evaluated and Is in compliance with the 6th Edition 0 X o `—�
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5 (2017)Florida Building Code(FBC)structural requirements excluding the"High O a
Velocity Hurricane Zone"(HVHZ). a all a
2. Product anchors shall be as listed and spaced as shown on details.Anchor "r m
embedment to base rhaterial shall be beyond wall dressing or stucco.
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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 F H
impact resistant covering.This product meets missile level"D"and includes Wind fA
Zone dos defined in ASTM E1996 ond.FBC Sections 1609.1.2.2&R301.2.1.2.1. W
4. For 2x stud framing construction,anchoring of these units shall be the same as
that shown for 2x buck masonry construction. °2
12
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect. ^
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TABLE OF CONTENTS _o S
SHEET DESCRIPIfON n^z u°
z i Typical elevation,deign pressures,&generol notes OVERALL DESfGN PRESSURE'(PSF) n
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3 Horizontal crosssections D1k1ENSION•: POSITIVE NEGATIVE SCALE: RLS. 9
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� 5 Buck andirameahchoring-2Xbuck masorxyconslrucfan 3
s 6Frame anchoring-1X buck masonry construction D.wsm no: s
OUTSWING 37.50" 80.37" + a
7 Bllofmatedds&components x 65:0 -65.0 FL-15279.! o
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October 19,2017
;o Q PRODUCT: UoaYernnh F•npaM By,
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I N PLASiPRO INC. P.E. No. 43409
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NO DATE BY DOOR PANEL DETAILS Y P1rone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
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SUCKANCHORING HINGEJAMB FRAMEANCHORING STRIKEJAMB w Ei 0
Masonry 2X buck construction —
CONCRETE ANCHOR NOTES: h
1.Concrete anchor locations at the comers may be adjusted to maintain the min. Q o
edge distance to mortar joints.
a 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to o a
maintain the min.edge distance to mortarfaints,additional concrete anchors 21 13
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may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 6 a
a 3.Concrete anchor table: 31 26 a N
MIN CLEgRANCE lNIN CLEARANCE o
/kNCHOR ANCHO2 MIN TO�IA$ONRY TO ADJACEMT �
TYPE SIIE EMBEDMENT :.EDGE•:....
ANCHOR....:
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TAPCON® 1/4 1.1/4"
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ULTRACON® 1/4" 1.1/4" 1. 4" cxe.BY. Lf5 3
WOOD SCREW 1NSiAL1Al1ON NOTES:
HINGE JAMB STRIKE PLATE DETAIL F,,,,,, ¢
s I.Maintain a minimum 5/6"edge distance,I"end distance,&1"o.c.spacing of FL-15213.1
' wood screws to prevent the splitting of wood. sxccr 5 or 7 9
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CONCRETEANCHORNOTES: F 0
1.Concrete anchorlocofiom at the comers maybe adjusted to maintain the min. 6
edge distance to morforjoinfs.
Q 2.Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to
maintain the m(n,edge distance to mortar joints;addillonol concrete anchors a
may be requlmd to ensure the MAX ON CENTER"dimension ore not exceeded. 4 u
• 3 Concrete anchor fable 21 ?
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/1NCjIOR ANCHOR MIN
MIN"GlEARANCE' MIN CLEARANCE 31 26 3$ a
TOMASONRY TOADJACENT; N¢
TYPE SIZE EMBEDMENT EDGE '` ANt:HOR o d 'a
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DATE'02116112 i
ELCO 1/4" 1-1/4" 1 4" N.T.S. a
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IPTW a 3/14" 1-1/4" 3° 1.1/2" owr~Dn JK m'
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X13. WOODOOD SCREW INSTALLATION NOTES: HINGE JAMB STRIKE PLATE DETAI!
1.maintain a mfnfmum 5/8"edge distance,i"end distance,81"o.c,spacing ng of ,ey
woodscrews foprevent-the'splitting ofwood.
FL.-15213.1 n
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BILL OF MATERIALS ��•�,:••' • 0•� n
ITEM DESCRIPTION MATERIAL
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI
1 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRET€ _Ue 4c e,
2 1X BUCK SG>=0.55 WOOD
• ``F m�.
3 2X BUCK SG>=0.55 WOOD ����•'••. �� � °m m
IM SPACE
5 1/4"X 2 3/4HPFH ELCO OR ITW CONCRETE SCREW STEEL ���/� *•• •��;,`` a r0 m z°
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6 #10 x 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL JJJ 1 h a x i
8 #9 x 3/4"PFH WOOD SCREW STEEL G E m z m°.0
9 DOOR SKIN MIN.0.075"THICK FIBERGLASS ^. e��(1` c 1 9 0`°a
10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 4.56" 4.56' X11 LZ 'm d`a
4
� l0A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL � �
11 REINFORCEMENT WOOD FOR LOCK WOOD tj°
p 12 FINGER JOINTED PINE JAMB WOOD 8 Sa
13 #9 x 2-1/4"PFH WOOD SCREW STEEL 2.17 -� 2,17 ---4-4�
14 BOTTOM RAIL CELLULAR PVC
15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD Imo— 243 �I �—'2.43'--I to
15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD cio sl"
16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM lZ JAMB43 POL P18ERJAMB a� z
16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM4
17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL
18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEELm
20 POLYURETHANE FOAM BY NANYAPOLYURETHANE 1a�
° 21 4"x V BUTT HINGE STEEL
23 POLY FIBER JAMB COMP./VINYL
g 24 HINGE&LATCH STILE CELLULAR PVC
25 TOP RAIL CELLULAR PVC 4.56" 4.56' 'm
r26DEADBOLT STRIKE PLATE STEEL 8 LATCH STRIKE PLATE STEEL
OUTSWING BUMP THRESHOLD ALUM./WOOD' Lu T
HINGE&LATCH STILE REINFORCEMENT LVLit 1/4'•X 33/4"PFHITW CONCRETE SCREW STEEL R NN#9 x 1"PFH WOOD SCREW STEEL o
1/4"x3-1/,f'PFHITW CONCRETE SCREW STS r<ZADJusrae[E1NswiNGslu (10UrsWINGeUMP7HRESHOID a
33 3116"X 3.1/4"PFH TTW CONCRETE SCREW STEEL
a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
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r�ADJUSTAB[E INSWING SILL m mO NO--
FL—1521.3.1
O-FL-15213.1 a
o SHEET 7 OF 7 "