HomeMy WebLinkAboutProduct Approvals .. 1.. 1
r R W R V Building Consultants, Inc.
Consylt rig Engineering..and: emces forahc Building industry
RM Box 230 Valrico,xL 3305 Phone`8,f3 659 9197
Florida Board o0rofesiional 9ngineCcs tqg stry License.No.9$13
Date: Jul;,29, 2020
Product
Category Sub GateBory Manufacturer ProductzName.
Exterior •Swinging
PiastpNO* Smoothl Wood Grain 1 Whitd-Wood Grain
1_xteriort]oor 52001N.Century Blvd: Rustic I Mahogany
Doors Los Angeles,geles CA 90045 $eries t?Fiberglass poor
Phorie,•440:9t49:9773 InsHvingl0utswIng.- .Impact.
Scope: Product.Evaluation report°issued by R.IN Building Consultarits,Inc:&:Lyndon F.Schmidt,RE.(System ID#1998)for
Pla'stpro Inc;based on Rule Chapter No,61 G20-3,:M_ od 1 D of the State.of Florida Product Approval,Department of
Business&:Pfof6srl0gI,kegula.00h.
RW Bwiding,Consultants and Lyndon.F.Schmidt,,P.E,do not have nod Will acquire financial interest in the company
manufacturing or distribut rig the product'or in•any other entity involved ih_fhe.approval process.of the product named
herein.
Umitations:
_
1L This product has:bee..n evaluated and.0 In-compliance.with the'7th.Editioiti(2020)Florida Building;Cgde.(FB.C)structural requirements
including.the"High Velocity Humeane Zone":
.2, Product anchors shall be,as listed and spaced as shown on details Anchor emiaedment to base material shall be beyond wall dressing
ors#ucco:. ,
3. When Used in.the"HVHZ"'this product.complies with Section:1626 of the Florida Building Code and does not require an impact
resistant covering.
4: When used in areas outside of:the"HVHZ"requiring wind borne debris protection this product cornpes virith.FBC Sections 1609.1.2&
133012.12:-and does not require an impact fesistant covering This product meets.missile level"'D'a.nd includes Wind Zone 4 as
defined in A8TM E 1:996 and FBC.Sections 1.609::1:2.2&R301,2:;1;2,1`,
S. For 2x stud framing construction;anchoring ofthese units shall fie-the same.as,that:shown for 2x buck.masonry construction.
6. Site.conditions-that:deviate from the details of drawing FL7.1521..01 re.qUire further engineering analysis..by a licensed engineer or
registered architect
7:.Ou#swing:configuratlons meet water infiltration requirements,for"HVHZ" All othercanfigurations do not meet the water infiltration
requirements for the'"HVHZ"and must be:installed only innon-habitable•areas or of habitable locations protected:f:y an overhang or
ca.rtopysueh-that-the angle,between the:edge of,canopy`or overhang to sill.Is less.than 45 degrees.
8. $ee drawing F105210A for•size and design pressure limitations.
Suppart�ng:Documents:
1. Test Report No.. T.est.Statidard Test'innuboratory Sldned:
TEL 01390365~ TAS-20i 94;202-94&7A8 203-94 Testing Evaluatfon;Lab.,Inc. Lyndon F.Schmidt,P.E.
TEL 01391846. TAS.201 94,2Q2 94.&:TAS 203-94 Testing.Evaluation Lab,,.lnc. William'Shelton,P.E.
ETC•0.!j-255-16776.0 ASTM D 635=98,638=03;0329-96&2843-99 ETC:Laboratories Joseph L..Doldan,P.E.
ASTM.0<26-96
ETC=06-2551.7412.0 ASTM E 84-05: ETC Laboratories Joseph L.Doldati,-RE.
E70-07-20919303 0 ASTM D 635-88,638-U3;1929-96&2.843.99 ETC Laboratories Ben Meunier
2: Prepared by Signed&Sealed by
.No.FL-15216.1 RW`Bwld ngConsultants,Inc.(#9813) Lyndon P.:_Schmidt,P.E.
3. 'Calculations Prepared by �%tpFlieeell,, Signed&Sealed by
Anchoring RW BBuiiding Consultants,.lnc.(#9813) jQ. S - GIs Lyndon F:Schmidt,P.E.
4: Quality Assurance ""'�1 ��
GENg o�
Certificate of participation Issued jiyNational Accreditation and Management ��� \•� �• ✓�
Institute,certifying that Plastpro Inc.is manufacturing products W!thin a quality, =
E\jo 434.09 C
assurance program that.compres with 150/IEC 17020 and Guide 53. .;
He copoy
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, op Lyndon F.Schmidt,P,E.
FL PE No.43409
7/29/2020
' Sheet 1.of 1
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5200 W. CENTURY BLVD. o Z �° o
LOS ANGELES, CA 90045 ~"• r >m Z'
37.WMAX:OVERALL rtr
Smooth/ Wood Grain / White Wood Grain FRAME WIDTH' a
Rustic/Mahogany
Series O:Fiberglass Door � �s �� m a a�
INSWING/OUTSWINC 9�.
"IMPACr a
GENERAL.NOTESS .0 z
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3, 1. fits product has 6een.evaluated.nnd i5 in compliance wittithe 7fh Edition(2020)Florida Building .,, � zQ ' z
o Code (FBC)structural requirements vlduding the"High Velocity Hurricane Zone"`(HVHZ).
s 2. Product anchors shall be as fisted and spaced os shown art details.Anchor embedment to base 0
motedal shaft be beyond wall dressing orstucco. W _
a W
a- gg
3. When Used in the"HVHZ"this product complies with Section e a on 1626 of.the:liorida Building Codnd X Q of 9
g does not require artimpact resistant covering. & a
o Q a n
4. When used in areas.outside of the"HVHE'requiring wind home debris protectlio this product
E complies with FBC Seefions.1609.1:2&R3012.1.2 and does hot requitedri impaef tetktant cavedng.
This product meets missfie level'D"and includes Wind Zone 4 as.definedi6 ASTM E 1996and FBC 5 o
61 Sections 1609.1.2.2&R301.Z]2-1.
co� nr
5.. For 2x stud.construction,anchoring of these units shall be the same as that shown for 2x buck masonry NNN,
= constructiorL m
t?P�. o
6. Site conditions that deviafe,from the defolls of this drawing require further.engineedng analysis by a in
ficensed:engineeror registered architect.
7. OutsvrtngcontigLmffons.meetwatetinfilkationrequirements.for"HVHT'.All other configurations do 19
not meet the water Infiltration requirements forfhe"HVHZ"and must be installed only in non-habitable a 5 9 o
areas or of habitable locations protected by an overhang orcanopysuch that the angle between : Z
the edge of canopy or overhang to 0 is less than 45 degrees. r
w
TABLE OF CONiEN1s
SHEET# DESCRIMON SHEET# DESCRIPRON -:.:::::.:::::_::.::::::::::-:::::::::::::::.:::::::-:_:::::::::: ::.:::::.::.::::...................::::-::::::_:::. i
1 Typical 17eyotlons,Design Pressures&General Notes. 7 Horizontal&Vertical Cross.Sections:(Direct to Masonry Mretllf, AESf I 1"PRESS(IA (PSk7
a 2 Door Panel Details 8 3 point•lock atolls �+(7N.�IC+L1RrA'[dOP1 lxlf/AM DATE 02116112
3 Horizontal&Vertical Cross Sections 2X Buck) 9 3-point:lock details 01161Ef�fS/)JNEfL�tsltTlllE
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4 Horizontal&Vertical Cross Sections(iX Buck) 10 Buck and frame anchoring m m f uK m
e 5 Horizontal&Vertical Cross Sections(Direct toMasonry) 11 Components X 37.5"x 82.0" +15.0 75.0 DIX sr. US a
> 6 Vertical Cross Sections(thresholds) 12 Bill of materials' a
nSee sheets 2 for hardware design pressure fimliations DRAWING N5 n 1-1210.1 n
sHar 1 OF 12
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0.4" EXTERIOR0.
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a INTERIOR TOP RAIL S r 0 m°m
4 CAP(PVC) HINGE STILE(LVL) LATCH Si1LE(LVL) CAP(PVC) (COMP.) a m m 4a chi
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� KNOB SIGNATURE SERIFS
`.' _ �� DEADBOLT. SIGNATURE SERIES(980) 75 FOAM CORE
(POLYURETHANE- o
= O SCHLAGE KNOB: •P'SERIES(FSI) + 1.9 PCF MIN.) N N N
's T DEADBOLT: B"SERIES(160/62) 75^ Z m t SEE HARDWARE TABLE PIX LEVER: FL3B SERIES + +�• w Pi B o
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DEADBOLT. FD75ERIFS 75 °' :•4: F h W
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MULTIPOINTLOCK: HLS"W3-POINT TONGUE t50 '• •. �u�ukii
SEE HARDWARE TABLE FIBERGLASS SKIN °• o 0 0
(0.12.T MIN.THK.) '� j j j =
• g MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) #75'
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w Iv r y rn 2 7 24 17 UPDATE TO 6TH ED. 2017 Fi3C JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
o 1r1 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230, Valrico, FL 33595
tJ NO DATE BY COMPONENTS W Phono No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
®2012 R.W.BUILDING C0N9YLT-INa. - •
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BILL OF MATERIALS ? ? %
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ITEM i DESCRIPTION MATERIAL �it:
A IXBUCKSG>=0.55 WOOD =�;
B 2X BUCK SG>=0.55 WOOD �.- ; F tna
C 1/4"MAX.SHIM SPACE �,� • .-•• ' �� tj-0 m z°
D 1/4"X2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEELzom
MASONRY,-3,000 PSI MIN.CONCRETE CONFORMING TO ACI c4 N••
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o s g. z o i
G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL V ofur g 'm a If
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL > d
K 1/4"X 2-1/4"ITW CONCRETE SCREW STEEL `0=
L #10X2-1/7'PFH WOOD SCREW(1.1S MIN.EMBEDMENT) STEEL a
M 3/16"X2-1/4"ITW CONCRETE SCREW STEEL
N N 3/16"X 2�3/4"ITW CONCRETE SCREW STEEL
P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL
l POLY FIBER JAMB COMP./VINYL o `�
2 FINGER JOINTED PINE FRAME WOOD zo
7 WEATHERSTRIP FOAM �y r
6 8 DOOR BOTTOM SWEEP VINYLS ,
9 4"X 4"BUTT HINGE STEEL " o
g
11 #9 X 3/4"PFH WOOD SCREW STEEL
22 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL o
23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL &I 12
n 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a
a 27 LATCH STRIKE PLATE STEEL Y Y}
E 28 DEADBOLT STRIKE PLATE(SECURUY) STEEL "m
29 ADA THRESHOLD ALUM
30 OUTSWING THRESHOLD ALUM/WOOD
N 31 OLITSWING THRESHOLD AWM/WOOD N
32 OUTSWING THRESHOLD ALUM/WOOD N N N
33 OUTSWING THRESHOLD ALUM/COMP E,G', o z
L'
34 OUTSWING THRESHOLD ALUM/WOOD � rn
36 INSWING THRESHOLD ALUM/COMP
b
37 INSWING THRESHOLD ALUM/WOOD o 0 x
38 INSWING THRESHOLD ALUM/COMP k'
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a a a d
55 #10 X 1-1/2'PFH SCREW STEEL
57 BACKING PLATE STEEL
58 #8 X 2'PFH WS STEEL N N g Q J
60 MULTIPOINT STRIKE PLATE STEEL
62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL n N Z a
a>E 02 16 12 i
SCAM, N.T.S. °
OWu.BY. JK m'
CNK BM IFS 3
c DmWw NO.:
FL-15210.1 N
O
c sHFn 12 OF 12 N
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