HomeMy WebLinkAboutProduct Approval i
R R W Building Consultants,, Inc.
. Consulting and'Digineering Services for the Building industry,
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P.O.Sox 230 Valrico,FL 33595 .Phone%13.659;9197
Florida Board of Professional Fogineers.Certiricate of Authoriialion_No.9813
Report No.:i
FL-15129.5
Date:
Product Sub Category Manufacturer Product Name
Category
Trinity Glass International Glazed Fiberglass
Exterior Swinging 4621 192nd St.East Door
Doors Exterior Door
Assemblies Tacoma,Washington 98446 1 "Non-Impact"
Phone 235-875-7300 Facsimile 235-875-7301 Inswin Putswin
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Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for Trinity Glass Intemational 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 finsIthdal interest in the company
manufacturing or distributing the product or in any other entity involved in the approvat;process of the product named
herein.
Limitations:
1. This product.has-been evaluated.and is in compliance with the 5th Edition(2014)Florida Building bode(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 is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 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 drawing FL-15129.5 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-15129.5 for size and design pressure limitations.
Supporting Documents:
1. Test Resort No. Test Standard Testing Labocatocv, Signed by
TEL 06-0223-3 TAS 202-94 Testing EvaluationLab:,lnc. 'Wendell W,Haney,P.E.
TEL 06-0223-2 1'611I.S.2LNAFS-02: Testing Evaluation.Lab.,lnc. Wendell W.Haney; P.E.
TEL 01470437 ASTM E330-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 01471.169_ ASTM E330-02&E331-00 Testing Evaluation Lab.,Inc. i V.K.Wright
TEL 01471168 ASTM E330-02A E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
2. Drawing No. Prepared-by Signed&Sealed by
No.FL-15129.5 RW Building Consultants,.Inc.(GA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by i Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813). �� .l c�scnrU"n Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of'Participation issued by National Accreditation and
Management Institute,certifying that Trinity Glass International is too 43409
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53.
STATE OFa
LyndonFL PE No. 3409
5/1/2015
Sheet 1 of 1
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TRINITY GLASS
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FP.AME WIDTH ! p��''••... >°m
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GLAZED FIBERGLASS DOOR �s 9 d ea
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GENERAL NOTES IO JN
1.
This product has been evaluated and is in compdonce with the 5th Eclif-Ion(201 4)Rorida
Building Code(FOC)structural requirements excluding the"High Velocity Hurrlcono Zone” - o
(HVHZI. m e
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment I
to base material had be beyond wall dressing or stucco. y
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3. When used In areas requiring wind borne debris protection this product is required to be „�x
protected with an impact resistant covering that complies with Section 1609.1.2 of the 1 I N al
3 FBC. z
Asa' rn
4. For 2x stud framing construction,anchoring of these units shad be the same as that E 4 a
g shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering alCu
5. analysis by a licensed engineerorregstered architect. S11 Q
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D TA61E OF CONiENiS „ MAX DESIGN PRESSURE(PSF7 '_DESIGN PRESSURE(PSF)
g SHEEN DESCRIPTION .FRAME - IAMB7YPE `FtastidLArED FkAME .:;OP UrEGL41ED FRAME a_ncr -
1 Typcaeevoilons,despnpessuesa9eneranotes OIMENSfON" POSRfVE -P1EGA71VE :.pOSRfVE:: TdEGATfVE'
_ 2 boar nel 8.015-flush qj=ng ...
3 Door ponel delcus-qWe WOOD +70.0 1-70.0 +47.0 -47.0
4 Horizontal crass sectans scut: N.7.S.
5 vertical cross sections 37.50"x 81.88" PVC
� axe:.rx: JK
6 Buck and e arc o FlBERGtASS(COMP +60.0 -60.0 +47.0 -47.0 a w a: LFS 3
7 Components pyp Hp,; c
8 1 M of material FL-15129.5
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$ FIBERGLASS DOOR + — —r
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MANUFACTURER MODEL PVCCOMPOSITEwnp
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FIBERGLASS DOOR SKIN:MIN.0.070'THK. N�ry�I -- � - BOTTOM RAIL
FOAM CORE MATERIAL•POLYURETHANE m KY8KSE1 KNOB: SIGNATURE SERIES ure i 18 12
DEADBOLT: SIGNATURE SERIES(9110) srkc N.T.S. _
KNOB 6 DEADBOLT: owa eY: JK m'
It! NOTE: KWIKSEr SIGNATURE SERIES COMBO PACK(991) 04.ar. LFS 3
= DETAIL 1 2 VER17CAL CROSS SECTION 0PA° �=
1.Spacing for lite home screwaas follows: KNOB: FSERIES
` Top and Bottom;23/1°from comers 8 equally spaced thereafter(4 total) SCNIAGE DEADBOLT: 640 SERIES 2 FL—15129.5
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DOOR SKIN LOCK BLOCK PVC STILE CAP
PVC STILE CAP 0.3T 2.48"�I.58"� ,.RAIL - _ �•• �.n�
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INTERIOR
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1 HORIZONTAL CROSS SECTION �4 a
$ HOT MELT SEALANT -- FF,
1/T GLASS BYTE : _ E 9i
35.75"MAX. A9 I.O.A.THKGLASS _ 3a
PANEL WIDTH
118"TEMPERED GLASS
AIR SPACE
21.0' _ ^_
MAX.DLO. rn o
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n #8 X 1-IIT PPH SMS ALUMINUM BUTYL ♦' W a J
(SEE NOTE 1) OR STAINLESS STEEL
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$ KNOB: SIGNATURE SERIES
n KWIKSET DEADBOLT: SIGNATURE SERIES(980)
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s 3 SIGNATURE SERIES COMBO PACK(991) PVC COMPOSITE nae 1118112
SCHLAGE KNOB: FSERIES
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wuh UP UTE GUIDNG DEAD80LT: $60 SERIES owc.ec JK
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NOTE:
N FIBERGLASS DOOR SKIN:MIN.0.070-THK. I.Spacing for lite frame screw is as follows:' �' ;
s FOAM CORE MATERIAL:POLYURETHANE Top and Bottom:T from each comer and at center ine(3 total) VERTICAL CROSS SECTION oawxc w.
Sides.7'#om each comer and equally spaced thereafter(8 total) 3; FL-15129.5 -
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REVISIONS FBPE CA No.9813
0 201 1 R.W.13-11.1 ca eu•r.ra IN..
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TYP.HEAD F IX BUCK ir�yrLLIT*s•••���`` o n z
AND JAMBS �'c a a•:
TYP.HEAD
AND JAMBS $ p 6
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2X BUCK LJ 2X BUCK 22 5'm a a T
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ti FRAME 6 ti
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64 2X BUCKSEE
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MASONRY HINGE MASONRY H IX BUCK
OPENING DETAIL OPENING U _
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STRIKE PLATE DETAIL rm
BUCKANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Noy
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CONCRETEANCHOR NOTES: I <W p
I.C—te anchor locations of the comers may be adjusted to maintain the in.
d edge durance to modarjoinh. J 2X BUCK J 2X BUCK i
2 Concrete anchor localtom noted as MAX.ON CENTER--f be adjusted to H IX BUCK _
maintain the Mn.edge distance to modarjoints,additional concrete anchors H I X BUCK
$ may be required to ensure the MAX.ON CENTER"dnonsion are not exceeded. : w
a 3.Conorete anchor table. 26 26 w m n~
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ANCHOR ANCHOR MIN. MIN.CLEARANCE. MIN.CLEARANCE 14 24 –
g' .:TYPEaRE EMBEDMEM_TO MASONRY ,TO ADJACENT,' °
g EDGE ANCHOR
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WOOD SCREW wsrALunONNOTES: HINGE DETAIL I HINGE DETAIL 2 eP N0 X0=
.F I.Maintain a minimum edge distance,fend dolance,6 i•o.c.spacing of FL-15129.5
woodscrews to prevent the sp6H4g of wood. °ry
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NO DATE BY Pn—No.:813.859.9197
IISIONS MPE CA No.9813
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BILL OF MATERIALS `O. n
i ❑FM 1 DOCRIPITom MATERIAL
A IX BUCK SG>=0.55 WOOD 'co'
B 2X BUCK SG>=0.55 WOOD '��'••.. —��
C 1/4'MAX.SHIM SPACE - /��� *
D 1/4"X 2.7/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI o N i
Y ° v
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE $t p o
F 1/4"X3-3/4"PFH TTW CONCRETE SCREW STEEL \ by 961
H 3/16"X3-1/4"PFH ITW CONCRETE SCREW STEEL V o
J #9 X 2-1/4"PFH WS STEEL
L #8 X 2-1/2"PFH WS STEEL
P I/4"X2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
I HEAD&JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD
2 HEAD&JAMB FIBERGLASS/COMP
3 HEAD&JAMB PVC
4 HEAD&JAMB PVC
5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM
6 DOOR BOTTOM SWEEP PVC
8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL
12 WEATHERSTRIP QEBD650 Q-LON - m
18 3.983"X4.0"HINGE MIN 0.098"THICK STEEL rcl b
19 SILLKEY PC/ASA
22 DEADBOLT STRIKE PLATE STEEL
23 LATCH STRIKE PLATE STEEL
24 #9 X 5/8"PFH WS STEEL
25 OUTSWING HI DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP.
26 #9 X 1.0"PFH WS STEEL
27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. i
e 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS -
64 #8XT PFH WOOD SCREW STEEL N o
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