HomeMy WebLinkAboutProduct Approval Td—k rhe
R R W Building Consultants, Inc.
W Consulting and Engineering Services ror the Building Industry
B C P.O.Boy 230 Vatrico,F L-33595 Photic 813.659:9297 0 6 2016
Florida,Board ol'Professional Engineers Cenificale ofAulbor�wlion X 11—
.E�EP ':D MAY I
-15213.12
Report No.: FL
Product Evaluation Report
Date: February 16,2012
Product Sub Category Manufacturer Product Name
Category Plastpro Inc. Smooth I Wood Grain I White Wood Grain
Exterior Swinging 5200 W.Century Blvd. Rustic I Mahogany
Doors Exterior Door Los Angeles,CA Series N Fiberglass Door
Assemblies Phone 440.969.9773 hiswinglOutswing-"Non-Impact"-
Scope. Product Evaluation report issued by.R W Building Consultants,Inc..&Lyndon F.Schmidt.P.E.(System ID#1998)for
Piastpro Inc.,based on Rule Chapter No.61G20-3,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 5th Edition(2014)Florida Building Code(FBC)structural requirements
excluding the"High Velocity Hurricane Zone".
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 debfis protection this product it required to be protected with on impact resistant covering
that complies with Section 160.9.1.2 of the FBC.
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-15213.12 for size and design pressure limitations.
supporting Documents:
1. Test Resort No. Test Standard Testing Laboratory Signed by
TEL 05-1126-1 101/1.S.2-97 Testing Evaluation Lab.,Inc. Wendell W.Haney,P.E.
2. 20A!agNo. Prepared by Signed&Sealed by
No.FL-15213.12 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3—Cald6lations Prepared by Signed.1 Sealed b
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Qualitv Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifying-that Plastpro Inc.is manufacturing products
within,a quality assurance program that complies with ISO/IEC 17020 and
Guide 53.
C. a
All
15.
N o
(D
X Lyndon F.Schmidt,P.E:
FL PE No.43409
4129/2015
Sheet 1 of 1
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5200 W. CENTURY BLVD. =C' Z
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Smooth Wood Grain White Wood Grain 74.IXT'MAX.OVERALLFItAMEWIDTH ; tm Z
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GENERAL NOTES
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i. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida = G
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Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to O m
y base material shall be beyond wall dressing or stucco. xo 0
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3. When used in areas requiring wind borne debris protection this product is required to be �
3 protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. $ f; a
a m N V)
4, For 2x stud framing construction,anchoring of these units shall be the same as that shown z
for 2x buck masonry construction. g
5. Site conditions that deviate from the details of this drawing require further engineering o
analysis by a licensed engineer or registered architect.
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TABLE OF CONTENTS
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SHEETtf DESCRIPTION w Z
1 Typical elevation,design pressures,&general notes N F
2 Doorpaneidetails OVERALL DOOR'" GLASS DESIGNPRESSURE PS i
SWING FRAME DLO. ( �'-
3 Horizontal cross sections 'Z °
DIMENSION DIMENSION TYPE P03fTIVE NEGATIVE_ wre-02116112 °Z
a 4 Vertical cross sections -
W 5 Buck and frame anchoring-2X buck masonry constructionINSWING 74.00"x82.00" 21.00"x63.00" +47.0 -47.0 �' N.T.S.
6 Frame anchoring-1X buck masonry construction G 1 •BY. JK m'
7 Endura astragal details CNX.BY. LFS 3
"x 80.50" 21.00"x 63.00" +47.0 -47.0
8 Bill of materials,glazing detail&components DRAWING NO.:
s FL-15213.12 `=
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a ° Astragal was attached to the inactive leaf with
20 21 (9)#8 x 3"psh sms and(4)#10 x 2-1/2"pfh sms 21 (T
6 for all 6'-8"(inswing).
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PRODUCT: Oocumente Prepared By:�� _
Lyndon F. Schmidt �/j AX�0N'•�����
N PIASTPRO INC. P.E. No. 43409 //i
I; o FlBERGLASS DOOR 7 ,,0, A�' 11\
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PART OR ASSEMBLY: /���/BUILDING CONSULTANTS, INC.
I� y X (�\ 1 04 22 15 UPDATE 70 5TH ED. (2014) FBC 7K VERTICAL CROSS SECTIONS JI VY P•0. Box 230, Valrico, FL 33595
nl N NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
0 201 2 R.W.BUILa1Na C—S—TANTS INC.
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CONCRETE ANCHOR NOTES: E Z
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1.Concrete anchor locations at the comers maybe adjusted to maintain the min.
edge distance to mortorjoints.
2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to DETAIL 2
bmaintain the min.edge distance to mortarjoints,additional concrete anchors 9
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. K a
a 3. Concrete anchor table: O 3 - 3
"MIN CLEARANCE M!N CLEARANCEi 10 "
� ANGNOR'ANCHOR -MIN ;;TO MASONRY TO ADJA:CENi y N a
TYPE SIIE. EMBEDMENT EDGE ....:... ... •:ANCHOR: .:...5 11 0
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a WOOD SCREW INSTALLATION NOTES: Inswing configuration Outswing configuration onnwwo No.: "
1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-15213.12
wood screws to prevent the splitting of wood. sNEu 5 or 8 "
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CONCRETE ANCHOR NOTES:
I.Concrete anchor locations at the comers may be adjusted to malntoln the min. o
edge distance to mortar joints.
c 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to c
a maintain the min.edge distance to mortarjoints,additional concrete anchors DETAIL 2 z
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded.
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v .ANCHOR ANCHOR ': MIN MIN.,CLEARANCE,'-MIN"CLEARANCE, N a
;TYPE ` 512E EMBEDMENT 70 MliSONRY TO ADJ/10EM — v m
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WOOL)SCREW INSTALLATION NOTES. DETAIL 1 DETAIL I ORAWNG NO.:
1.Maintain a minimum 5/8 edge distance,I"end distance,&1"o.c.spacing of Inswing configuration Outswng Configuration
FL-15213.12 n
wood screws to prevent the splitting of wood. N
SNEEr OF 6 $
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L� = No.43409
Ix" g Q PRODUCT: axumanN Proparod By: `�
r z Lyndon F. Schmidt ��,�•� GRID1 (����
a PLASTPRO INC. P.E. No. 43409 NAL
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I� N t.o z FIBERGLASS DOOR �1 �!!!ll�jAj1\\
r r y\ PART OR ASSEMBLY: �/��7� BUILDING CONSULTANTS, INC.
I� W cn 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK el lil/I/ P.O. Box 230,VDlrtco, FL 33595
N) NO DATE BY ENDURA ASTRAGAL DETAILS YY Phone No: 813.659.9197
REVISIONS FBPE CA No. 9813
®201 2 R.W.BUILDING CDNSUI I-S INC.
BILL OF MATERIALSC.
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ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL �' •'���
A 1 X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD
B 2X BUCK SG>=0.55 WOOD 21 POLYFIBER JAMB COMP./VINYL
C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL Z �`1'q g M
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL � o m m
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL '�i� `�;`z,
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 31 OUTSWING BUMP THRESHOLD ALUM. '''�itl*pts��� o�m z°
F 114-X 2-3/4"PFH ITW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC a a
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G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD $ E m3 mo m
H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD r� aha o t`o a
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS v.� e 4 m° a
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN.0.075'THICK FIBERGLASS o
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K #9X 2-1/7'PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC
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L #10 X 2-1/2"PFH WOOD SCREW STEEL 43 LATCH&HINGE STILE CELLULAR PVC a -'''a
M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD o
N 3116'X 3-1/2"PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC ?
O 3116'X 1-1/2"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE a: 5s
1 #10 X 2-1/2"PFH SMS STEEL 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD z o o,
2 #8 X 3"PSH SMS STEEL 48 SNAP IN LITE FRAME ABS a
3 FLUSH BOLT STRIKE PLATE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE `�m
7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. it
8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 61 9-3/4"LENGTH TOP BOLT RETAINER ALUMINUM [Lm u-
9
9 4"X 4"BUTT HINGE STEEL 62 9-3/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM o
°' 10 #9 X 1"PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM
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y 11 #9 X 3/4"PFH WOOD SCREW STEEL 67 SLIDE BOLT ROD STEEL a a
17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEEL
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18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL m
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