HomeMy WebLinkAboutProduct Evaluation Report (3) R@@�YVED
R R W Building Consultants, Inc.
W B PLAY.2 4 2021
Consulting and ingineering Seiviees-fof the Building Industry
P.O.Box 210 Valrico..F::33595 Piione813.659.9197 Pel7nitting Departmenr
_ C
Florida Board o0rofessionat Engineers Regimy'Liunsc'No.9813 St;Lucie CWr,-,
roduct i ' I /• i
bate: Julj,14,MO
Product: a o a�<
Category Sub Category Manufacturer �.. � Product Name
Therma Tru Corporation �'' '� MVIMGlisssc and,Smooth-Star
Swinging �� L o 5 to h it Double Door
Exterior 1.18.industrial.Drive; ,
Eztertor Door :�, 4
Doors Assemblies Edgerton,OH,43517 w/or o i Sidelites
..Phone 419.298.174Q SOMinglOutswing"Impact"
Scope: m This is a Product Eualuation.report issued by;R W Building Consultants,.:Inc:and'Lyndon F>_Schmidt;P;E:for Therma Tru
Corporation based on.Rule.Chapter No.69 G20-3.Method 113,6f 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 1n t' a company.
manufacturing or distributing the product or in any-other entity involved in the approval:process 0 et (AQR34med
A.
tiereirl.
Limitations:
1,:.This product has been evaluated and!is in c6moliance.with the 7th'Edition(2020)Florida Building;Code(FBC.):structural requirements
excluding the"High Velocity Hurricane;Zone''(HVHZ).
2. Product anchors shalt be-as`llsted:and`spaced as'shown:ontletails.,Anchorernbedmenf to base material shall k e.beyond wall.dressing
or stucco:
3: When used in areas requiring wind'borne debris protection,this'product complies with FBC Sections 1609<1 2&R3012.12 and'does
not require.an impact resistant covering.This product meets:missile:level"U.and includesWind Zone 4 as,defined in.AST 1 E1.M
and FBC Sections_1.609.12.Z&'R30`1'.2.1 2:1.
4, For 2x stud framing construction,anchoring of,these unitsahall be-the same,as that shown for 2x buck masonry:construction.
5. Site conditions that devltlte from the,details of drawing FL,_20468.9 require further engineering analysis by a licensed. engineer or
registered architect..
6. Eriber=.Classic&Smooth-Star Door and Sidelite panels. require the use of"J"part numbers and:must be stained.or painted within-six
months of installation
7. See,drawing FL-20468.9,forsize and design pressure limitations.
Supporting-Docu►r:ents;
1', .7estReport No. Test Standard Testing Laboratory Sianed.by
TEL 06=0718A ASTM;E330 02,.E1886-02;E1996-02 Testing Evaluation Lab:;lnc: V'K,;Wright
TEL01460274 ASTM E1886.05 E1996=05 Testing Evaluation Lab.,Inc. V K;Wright
ASTM E330-02,E331-00:
TEL 61460130 AS` WE1886,02;E1996-02 Testing.Evaluatibn Lab.lnc: V.K.Wright
ASTM E330-02,E331-00
TEL 01461,612 ASTM E1886,05,.E1996-09 Testing:Evaluation Lab.,Inc. V.K:'Wright
ASTM E330402 E331-00
2. M'larni Dade;NOA Materials'Testing
19-0305.02 Butacitell PVB Interlayer(Kuraray)
17-0712.05 'Saflex@ PV9 Interlayer(Eastman'.Ci emicatCompany)
E98� 8$g
3. Drawing No: Prepared by. ��'a'�� 5�,��- Signed&Sealed tiy.
No:.FL-20468.9 RVU Building Consultants;lnc.01,9813j m� n ,e®o, ,-�� Lyndon F:Schmitlt, P E:.
4. Calculations Prepared:byigned&:Sealed bV
Anchoring RV1l Building Consultants; Inc (0981;3) ;' Cif 43 :;Og +ritlon F..Schmidt;,P.E.
5 duality,Assurance,
�"�
'Certificate of Participation issued by NafonaLAccredltaton and; uRL
Management Institute,.certifying•that Therma Tru Corporation is: �As 1 t E - F
manufacturing products within a quality assurance program that complies , ,; Y Lyndon F.Schmidt,P.E.
with ISO/IEC 17020 and Guide 53: FL PE No.4'Mef
Sheet 1 of 1 i .��� 7/14/2020
0
1NIIIII//// -
�T4.75 MAX.O.A.FRAME WIDTH '+4
IHERMAITRU®
DOORS 1V / .'
Fiber-Classic,. & Smooth-Starr
3 d o nm
-4z d5 b 0 N•:�
O x Z o
COMPOSITE EDGE 9 m o a
GLAZED FIBERGLASS DOUBLE DOOR mw "_ _° m aa�
w/ or w/out SIDELITES I 4
w 9
INSWING/OUTSWING a W
s ,tmPACT' Z
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GENERALNOTES =o
149.75'MAX O.A.FRAME WIDTH o o z
LL 1. This product has been evaluated and Is In compliance with the 7th Edition(2020) 1 u w
Florida Bulding Code(FBC)structural requirements excluding the"High Velocity 37.5"MAX. " ¢"
Hurr cane Zone"(HVHZ). 74.75 MAX. RAME WIDTH w
N FRAME WIDTH F I w�
2. Product anchors shall be as fisted and spaced as shown on details.Anchor T T N
embedment to base material shah be beyond wall dressing or stucco.
o
8 3. When used In areas requiring wind bome debris protection this product complies with
1 FBC Sections 1609.12&R3012.12 and does not require an impact resistant covering. z z Y> }
This product meets missile level'U'and includes Wind Zone 4 as defined in ASTM d H d m
E E1996 and FBC Sections 1609.1.2.2&R3012.12.1. o? So
4. For 2x stud framingconstruction,anchoring of these units shall be the some as that it 6 O z
G shown for 2x buck masonry construction. O ^ n
3: m N o
_ Z!CL
3 5. Site conditions that deviate from the details of this drawing require further
engineering analysis by licensed engineer or registered architect. LL / / / / w w t o
LL 6. Fiber-Classic&Smooth-Star Door&Sidelle panels require the use of"J"part numbers o a o
and must be stained or pointed within six months of installation. °o w
a TABLEOFCOXIENTS o o
SHEET# DESCRIPTION
i Typical Elevations,Design Pressures&General Notes o ^ m
N
2 Door Panel Details .r o
3 S'iderite Panel Details
4 Elevations i
LL 5 Horizontal&Vertical Cross Sections 12X Buck) DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSI)
6 Horizontal&Vertical Cross Sections TIX Buck) o
7 Horzontal&Vertical Cross Sections Direct to Masonry) CONFIGURAl10N INSWING OUiSWING oar¢:08/02/16 ?
01
a B Vertical Crosssecfions(Thresholds POSITIVE NEGATIVE POSITIVE NEGATIVE �, N.T.S.
N 9 Buck Anchoring a owa.rn: �K m
E
Frame Anchoring xx,OXXO +47.0 -50.0 +50.0 -50.0 C„x.By: LFS 3
Hardware Details rc
ow+wi„c r+o.:
E Garing�etails See Sheet 4 for Hardware S ecifrcations FL-20468.9 0
ComponentsP °
BE of Materials sv
SHEET 1 OF 14
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7 17 17 UPDATE TO 6th ED 2017 F8C JK el L'llU P.O. Box 230,Volr(co, FL 33595
IA n N m NO DATE BY DOOR PANEL DETAILS 11 phone No, 813.659.9197
REVISIONS FSPE Registry No.9813
0 2016 R.W.BUILDING CONSULTANTS INC.
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4 7 14 20 UPDATE TO 71h ED 2020 FBC LFS FIBERGLASS DOOR P.E. No. 43409 ii ss�••••••..
Ic"' NO o Z 3 10 08 16 REV. DOOR PANEL OPTIDN NOTE MT ////IDNAL
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;' o DI NO DATE BY SIDELITE PANEL DETAILS J1��/�/ Phan. No.: 813.659.9197
REVISIONS FBPE Registry No. 9013
0 201G R.W.BUILDING CONSULTANTS INC.
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KNOB: F51 ^
'o SCHLAGE DEADBOLT: 860
i Z.KNOB: SIGNATURE SERIES Z KWIKSET wre 08 102116 =
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w MULTIPOINT:MPDGART Dxc.e+':Fiber-Classic/Smooth-Star Door Panel OpBons rt.r JK M
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Products approved include all embossed and recessed panel doors. (THERMA-TRU) (3 pt.Manual Tongue) CHK.BY. LFS 3
ESimilar glazed panel configurations are allowed. DRAWING No.: d
Panels shown are for illustration and are representative only. FL-20468.9 0
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SHEET 4 OF 14 N
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1.IS'MIN. Notes: ��.�;- � all
EMB.(TYP.) 1.Sldelite assembly screws located 6"from each end and 5 more screws �0, a
E equally spaced between(7 screws totol per side jamb). = ° ss o'.J
B E 2.Sldelite assembly screws located 3"from each end&at centefne
C B (3 screws along head jamb). N;; of OP JJ
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EMB.(TYP.) EXTERIOR INTERIOR � ¢ oN
r1 HORIZONTAL CROSS SECTION o
E 3 VERTICAL CROSS SECTION U
$ Shown w/2X Buck �22�HORIZONTAL CROSS SECTION a
0 tLng shown(Inswing similar) $ Shown w/2X Buck 5 Shown w/2X Buck
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5 HORIZONTAL CROSS SECTION O CNK."' LFS
€ 6 HORIZONTAL CROSS SECTION DRAWING NO.:
$ Outswing shown(Inswing simlar) $ Outswing shown Inswing similar) 4 VERTICAL CROSS SECTION m
$ Shown w/2X Buck FL-20468.9 a
Ouiswing shown(Inswing similar) sNEEr 5 ov 14 n
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July 14,2D20 -
PRODUCT: Dacumenta Prepared By: —� ME OF
7/1 THERMA-iRU Lyndon F. Schmidt �,'�'• F(pplpP•:' �
Ip pS y N 3 10 08 18 REV. DOOR PANEL OPTION NOTE MT
FIBERGLASS DOOR P.E. No. 43409 '�isb'lpNAtt`��``��
2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD BUILDING CONSULTANTS, (�l�
Im 'n 7C co 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK r/L
� 0 BY HORIZONTAL & VERTICALP.o, Box 230.ValRco, FL 33595
m NO DATE CROSS SECTIONS (1X BUCK) Phone No.: 813.659.9197
REVISIONS FBPE Reglstry No. 9813
0 2016 R.W.6UILCINti CONSULTANTS INC.
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ia; l.S' Zi IS � ;•'o... ,,�`O,' m
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7 Shown Direct to Mason 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION o
Outsw ng only w/49/16yjamb Shown Direct to Masonry 7 Shown Direct to Masonry o �>o
Double Door Only(N/Aw/Siderites) Outswingonyw/6.9/16'jamb Outswingonyw/6.9/16jambN J 8�
W
Notes:
0 1.5iderde assembly screws located 6"from each end plus 5 more O
0,
W N
equally spaced between(7 screws total per side jamb).
F�� �Z
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1 HORIZONTAL CROSS_SECTION 4 HORIZONTAL CROSS SECflON 2 HORIZONTAL CROSS SECTION W
C. K m
Shown Direct to Mason 7 Shown D'uect fo Mason FS�7 Shown Direct to Mason Outswing only w/6.9116 jamb Outswingonlyw/4-9/16�jamb Outswngonlyw/69l16'jamb 8.9 Double DoorOnly(N/Aw/Sidelltes) 14
a
111111111/////
Notes: ``�.�
I.Sill Item Ws 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2'pfh screws at each end. � -
Sill Item#'s 16&33 are attached to Jambs w/(2)#8 X 2-1/2'pfh screws at each end. _ r t4, co J
Sill Item#15 is attached to jambs uhlmng(2)#10 X 2'pph screws at each end. Q
2.Sidefite assembly screws located T from each end&at centerline(3 screws along sill). z
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INTERIOR EXTERIOR INTERIOR EXTERIOR ��/// 11 PI.0 y'n z
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EXTERIOR INTERIOR "N-:
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40 41 42 8 40 41 42 9 V v S p 9 m o W
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INTERIOR EXTERIOR E z
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3 EXTERIOR INTERIOR SEENOTE2 oz z
$ 40 41 42 77 75 32 33 34 35 36 37 38 39 SEENOTE2 25 50 16 17 18 r CutLn
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4 VERflCAL CROSS SECTION m 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION DRAWING NO.:
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SHEET 8 OF 14 N
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m E� o THERMA—TRU Lyndon F. Schmidt � -*'• A ORVOh •G`
I n K 4 7 14 20 UPDATE TO 7th ED 2020 FBC LFS FIBERGLASS DOOR P.E- No. 43409 Its
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o ;y N 2 11 15 77 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: G]��j�{/BUILDING CONSULTANTS.
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A G rn NO DATE BY Phone No.: 813.659.9197
REVISIONS F13PE Registry No. 9813
2G76 R.W.BUILDING CONBGLTANTS INC.
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H r x o PRODUCT: O.—M.Fl.p—d By-. �� OF �
THERMA—TRU Lyndon F. Schmidt
1 4 7 74 20 UPDATE TO 7th ED 2020 FSC 7FS FIBERGLASS DOOR P.E. No. 43409 tr•••t3IAlE d
IO No o z- 3 10 08/18 REV. DOOR PANEL OPTION NOTE MT /js/0��� t
2 11 15 17 RECESSED PANEL NOTATION �JK
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NO DATE phono No.: 813.659.9197
REVISIONS FBPE Ragiotry No. 9813
201&R.W.BUILDING CDN5ULTANTS INC.
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Coastal Astragoll InswStrike Plate @ SD Astragal Bolt Hole @ S1I DRAWING NG.: a
g MULTIPOINT LOCK STRIKE DETAILS FL-20468.9 0
y LATCH&DEADBOLT STRIKE DETAILS SHEE 11 ar 14
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BILL OF MATERIALS BILL OF MATERIALS
ITEM 4 DESCRIPTION MATERIAL ITEM 8 DESCRIPTION L MATERIA m
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7'PFH WOOD SCREW STEEL N. g 4"�� "n
B 2X BUCK(SG-0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL %p.:, Z �
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '� ''•.., ,g`.`
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL ��''�,� P ``�` >3 m z
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 4"X 4"HINGE STEEL � 11" o m r
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 32 INSWING THRESHOLD ALUM/COMP a N o
F #10 X 2"PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP 2 a�n 9 d o a
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP E az
L #10 X 2-1/2"PFH WOOD SCREW(I.15-MIN.EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP
a N 3/16"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
P i/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK)
I JAMB(FINGER JOINT PINE) WOOD 41 DOOR PANEL(HYBRID) zg s
6 WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(U1) N
7 WEATHERSTRIP(LONG REACH) FOAM 50 SIDELITELL
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8 SWEEP VINYL 75 SIDELITE SPACER(INSWING) PVC w� N
0 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC �m a
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC o 0 m
E 11 #10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL &
15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL a
16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL z m
17 OUTSWING THRESHOLD ALUM/COMP
18 OUTSWING THRESHOLD ALUM/COMP Z
k 20 COASTAL ALUMINUM ASTRAGAL ALUM z o^
3 23 #10 x 3/4"PFH WOOD SCREW STEEL N a a N
24 #10 x I"PFH WOOD SCREW STEEL CONCREIE ANCHOR NOTES: o z o z
S1.Concrete anchor locations at the comers may be adjusted to maintain the min. w w w N
LL edge distance to mortarjoints. a
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o a o
a maintain the min.edge distance to mortarjoints,additional concrete anchors '-o w"-
a may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. o y k
3.Concrete anchor table:
ANCHOR_ANCHOR...,- MIN MIN.CLEARANCE':;:MIN CLEARANCE o ^^ m
70 MASONRY TO ADJACENT N^ w z
TYPE SIZE EMBEDMENT; v m n^ a
. EDGE.. .. o.ANCHOR
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TAPCON® 1/4" 1-1/4" 2" 4" z
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ELCO z
a ULTRACON® 1/4" 1-1/4" 1" 4" —08 02116 z
W ITW ® 3/16" 1-1/4" AS SHOWN 1.1/2" N.T.S. o
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WOOD SCREW INSTALLATION NOTES: : LFS1.Maintain a minimum 518"edge distance,1"end distance,&I"o.c.spacing of No.:
wood screws to prevent the splitting of wood. -20468.914 or 14 ro
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