HomeMy WebLinkAboutProduct Approval R R W Building-Consultants, Inc.
Consulting and Engineering Services for the Building Industry
C .
P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197.
.Florida Board of Professional Engineers Certificate of Authorization No.9813
Dafe: Janueu-v 29, 2015
Product . .Sub Category Manufacturer. Product Name.
Category.
Therma Tru Corporation 3'0"x 6'8"
Exterior Svdnging 118 Industrial.Drive .,Smooth Star'
Doors Exterior Door
Assemblies Edgerton,OH 43517 Fiberglass Single Door
Phone 419.298.1740 Inswing 1 Outswin "Impact'
Scope.-. This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.for Therma Tru
Corporation.based on Rule Chapter No.61 G20-3,Method 1D 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.
Umltat/ons:
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"(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 Section 1609.1.2 of the FBC and does not
require an impact resistant covering.This product meets missile level"Wand excludes Wind Zone.4 as defined in ASTM E1996 and
Section 1609.1.2.2 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-5891.2 require further engineering analysis by a licensed engineer or
registered architect.
6.-See drawing FL-5891.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Tesdncr Laboratory Sianed by
ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W.Haney,P.E.
CTLA 980W.. SSTD 12-99 Certified Testing.Laboratories Ramesh Patel,P.E.
2. Drawinta No. -Prepared by Sldned&Sealed by
No.FL-5891.2 RW Building Consultants,Inc.(CA#9813), Lyndon F.Schmidt,P.E:.
3; Calculations Prepared-by Slaned&Sealed by
ed7�CpyC
4. Quality Assurance RW Building Consultants,Inc.(CA#9813) oabo° .°S H,'�,r, Lyndon F.Schmidt,P.E.
0
Certiftcate of Participation issued by National Accreditation and
Management Institute,certifying that Therma Tru Corporation is
manufacturing products within a_quality assurance program that complies
with ISO/IEC 17020 and Guide 53. =
' X•. (�
Lyndon F.Schmidt,P.E:.
FL PE No.43409
1/292015
Sheet.1 of 1.
THERMAITRU 37-WMAX.0A * e
FRAME WIDTH
THER.MA TRU DOORS
11B INDUSTRIAL DR., EDOERTON, OH 43517 I+—PANEL�TM� 0p
"FIBER CLASSIC"
FIBERGLASS SINGLE DOORa
INSWING/OUTSWING rg
„IMPACT' �$
ed
_GENERAL NOTES
1. This product has been evolvated and is In complonce with the 5th Edition(2014)Florida Wng
Code(FBC)structural regLgements excluding Ore"Kiigh Velocity Hurricane Zone'(HVHZ).
2 =anchors shat be as fisted and spaced as shoym on delch.Anchor embedment to base 5
moteridi shot be beyond wall dressing or stucco.
3. When used In area regLOV wind borne debts protectbn this product complies with Section
1609.1.2 of the.FBC and does not require on Impact resistant covering.This product meets miss8e R ut
level V ad excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.22 of the F8C. 8 a o
4. For 2(
stud.haming construction,anchoring of these units shat be the some as ttot shown for a
buck masonry construction.
5. Site concLfiom that devote from the details of Ihi dvMng require further engineering anolysis
by a Ikensed:enghseer or registered architect.
_ PANE OF CONIFMS E
sHw# DFSCRIMON (00
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1 eteva9oro,deslon pressures 6 erd nnotes z vt -OVERALL a DESIGN SSUitE
2 Doorparseldetoib
3 Halrontataosssectlom r,....,._. .'DI.MlNSION MSMV!• 'NEGATnM
nn 4123108
4 VerticaWcka and cros
soon=anch. INSWING 3759":8211 +67.0 •67.0 svu: -N.LS. -
5 -tuck ori home one -2X buck construction
6 Rona -IxouctrYlosonryconstructlon n AL o
7 Morwler1o66components OUTSWING 37591x80.69` +67.0 -67.0
b FL-5891.1 p
$9 swm 1 n 7 p
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3. VERTICAL CROSS SECTION q VF CAL CROSS SECTION on °
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MASONRY a
MASONR a G
TYP.HEAD 6 S, `-
OPENING
,
OPENING JAMBS OPE
iK
FRAME
TYP.HEAD S a
�N JAMBS
l �aTI Rlo
2K BUCK 2XBUCK ! g q o
.,�• / , � /., III �y>
TUCK ANCHORM�"'�� SMEJAMi tKAMfANCHORRIG HIN F AMS
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CONCRETE ANCHOR NOTES: �•--._u„_,..�
i.Concrete anchorlocowns of the comers may be adjusted to maintain the min.
edge distonde to morlar Joints.
2 Concrole axhorkcoHons»otedas'MAst.ON CFJITER"musf be adRsted to
mofnfatn the min.edge dstcnce fo madajolnh,adrfltonal concrete anchors 4 C
maybe mqu4ed to ensure the-MAft ON CENtWeenensfon are not exceeded. �. - 26 .
8.Concreto anchor toble K "'-
_. - M1N.CI£ARANC£ MtN'CtEs1RANCE 10
ANCHOR t_::$ OR -MtN. :TO MASONKY- 70 ADJACENT'.: 10 "�Z K
TypE 3tIK EMB.EpM£N7 EDGE ANCHOR 27 K ata 4123108
rtW A' srxn N.i.S: 9
TAPCON ay.er: AL o
' ELCO ” 1.1/d° 1' 'r aac.m: LFS 3,
ULUACON
' WOOOSCREW tNSTALlAttOtd ND1ES: HMGEDEWL LATCH&DEADE ETWAH FL-5891.1 u
I.Maintain o mtn=S/S'edge dLstance,1'end dsfonce,a t"a.c,spadng e
of woof"em to prevent me'202 g of wood. srsct"�a Z p
P�n
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A MASONRY
OPENING. G o�
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FRAME
TY HEAD&
•(r- JAMBS
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1X BUCK tArCH&DEADROLTDETAIL �G
TI
STRIKEJAMB FRAMEANCHORING HINGEJAMB E3 0
Masonry IX Luck construction
CONCRElEANCHORN016: F
I.Concrete oricfror tocotlom of the comers may be adlusled to nalnfdn the min.
edge distance to mortarjoints..
" 2 Concrete anchorloc tions noted as'MAX.ON CENTER'"must be adjusted to 9
maNfaln the min.edge distance to mortarjoinh,additional concrete anchors
maybe required to ensure the MAX.ON CENIER%imension are not exceeded. E
3.Concrete anchor tcW: - 10
M1N:.CLFARANCE rMIN.CLEARANCE 10"
ANCHOR ANO(OR MIN "m
TO:MASONRY TO AD4ACENr;:' o
. TYPE .-S1ZEc EMBEDMEM ,.�,.
........ .:::EDGE ;_-ANCHOR;... - wsa 4 2J OB 7,
PC a "I/4' 1.1/4" 7 4• scue N.T.S. .°
TAICON
7.0.ani AL o
} TARCON®. . '/IP .1.1/4•. 3• 1.1/7 HINGE DETALL °91'ft LFS
EFc .WOOD SCREW INSFAl1ADON NOTES: � w' a
1.Maintain a Mnlmum 5/8'edge distance,)"end distanced l"o.c.spacing FL-589f•1 a
of wood tCreNS fo prevent the splitting of wood, sear 6 ar 7
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BILL OF MATERIALS '��'"•••••••�
REM DESCRIPTION. MATERIAL
.A 1XBUCKSG>=0.55 WOOD 6a
B 2XBUCKSG>=055 WOOD
C MAX.14-SHIM SPACE WOOD 456'
7D—'114"X 2-3 4"PFH ELCOOR ITW CONCRETESCREW STEEL ��ii�•••••'•• �`� m
E- MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE j #
301.OR HOLLOW BLOCK CONFORMING TO ASTM C90 — '.fill Pi
G 316'X3.1/4'PFHITW CONCRETE SCREW STEEL o II h
H 1/Cz3•I/4'PFHITWCONCRETESCREW. STEEL F�--Z.36'--�i�
-J 1/4'X33/1V PFH ITW CONCRETE SCREW 57EEL � , !d'
K #8%2-12'PFHWOOD SCREWSTEEL 19 ZDaux
L 010X2"PFHWOOD SCREW STEEL
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM
8 LONG REACH COMPRESSION WEATHERSTRIP- FOAM
9 CXCHINGE.097-THK. - STEEL
10 #10X3/C.PFHWOODSCREW - STEEL
17 KWIXSET SIC-NATURE SERIES PASSAGE LOCK STEEL
1B LOW PROFILENGBUMPFACE THRESHOLD ALUMOOD
(PINE.
19 HEADER JAMB PINE.S.G>=0.42 � WOOD 1
20 SIDE JAMB 1PINE,S.G.>-OA2' WOOD
21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL
27 LATCH STRIKE PTE STEEL r�----4.67
28 DEADBOLTPIATE STEEL �I c
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD - ALUM.COMP. TB t wrRGF G ubTrF
f 50 FIBERGLASS DOOR PANEL--FIBER CLASSIC - - -
Bdl FC DOOR SKIN.070'MIN.THK.RBERGLASS BY 5 P'
31 THERMA-TRU WITH YIELD STRENGTH Fy(MIN.(=6,000 PSI SMC 1
52 .TOP RAIL COMPOSITE
53. LATCH STILE LVL WOOD - ±
54 HINGE STILE WOOD
55 BOTTOM RAIL COMPOSITE o
56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM °
57 1 LOCK BLOCK REINFORCEM WOOD 5.75"----{ n
NOTE:WOOD/LVICOMPONENIS(PINE,SG>=0.42(
12 z
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�_SFIfADNSDNG SAD 1F THRESHOLD ��Z
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