HomeMy WebLinkAboutEngineering R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry OCT 9 8 2016
C P.O.Boz 230 Valrico,FL 33595 Phone 813.659.9197 '+
Florida Board of Professional Engineers Certificate of Authorization No.9813 P��.y71OunTTj t
S . Lucie Ccun�y, ;=+
Report No.: FL-5891.2
Product Evalitation Report
Date: January 29,2015
Product
Category Sub Category Manufacturer Product Name
Swinging Therma Tru Corporation 3'o"x 6'8"
Exterior 118 Industrial Drive "Smooth Star"
Doors Exterior Door
Assemblies Edgerton,01-1.43517 Fiberglass Single Door
Phone 419.298.1740 1 Inswing I'Outswing"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 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:
I. 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 borne debris protection this,product complies with Section 1669.1.2 of the FBC and does not
require an impact resistant covering.This product meets missile level"D"and 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. Testing Laboratory Signed 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. 'Drawing No. Prenared:by Signed&Seated by
No.FL-5891.2 RW�Building-Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed.&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) s Lyndon F.Schmidt,P.E.
4. Quality Assurance e
Certificate of Participation issued by(National Accreditation and
Management Institute,certifying that Therma Tru Corporation is , t
manufacturing products within a quality assurance program that complies T`
with ISO/IEC 17020 and Guide 53.
a
Lyndon F.SchmiA.P.E.
FL PE No.43409
1/29/2015
Sheet 1 of 1
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THERMAITRU
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37.59•MAX.OA.
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FRAME WIDTH
THERMA TRU DOORS ��>•. - a
i 18 INDUSTRIAL DR•, EDGERTO N. QH 43517
PANEL WIDTH
Ny` 0 vex ZmIU
310EI X \ a a
"SMOOTH STAR"
FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
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GENERAL NOTES
rI aN
I. This product has been evaluated and is in compliance with the Sih Edition(2714)Florida Binding !t
� Code(BC)structural requirements excluding the"High Velocity Hurricane Zone(1lvrizJ.
a
a
2 Product onchors shall be as listed and spaced as shown on delak Anchor embedment to base
material shop be beyond wag dressing or stucco.
3. When used in areas requiring wind bane debris protection This product complies with Section
c 1609.1.2 of the BC and does not require an impact resistant covering.This product meets anisole
level TP and excludes Wind lone 4 as defined in ASTM El 996 and Section 1609.1.22 of the PBC. m
Bo �
J 4. For 2x stud froming construction•anchoring of these units shall be the some as that shown for 2x —41
„ buck masonry construction.
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5. Site conditions that devasle from the details of this drawing require further engineering anonym o
by a gcensed engineer or registered architect.
g TABLE OF COMM w
SHEET R DESCRIRDON
1 Typical elevations•design pressures 8 general notes 3 - OVERALL r DESIGN PRES$UNE S n 1D
2 Dowponeldetods ;y SWING• FRAME- �" —z
3 Haconidaosssecfions a *u bIMEIJSION POSRLVE NEGATIVE
4 Vertical of=sections - .. .. sae 4 . OB -
fNSWING 37.59'x8219• :•v,r: NN.T.S.
5 Bud;and frame anchoring-2x buck masonry comtrudbn . "
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6 firamBa
ancllol&cornbuck masonry corshucllon OUTSWING 37.59'x80.6 ' +67.0 -67.0 �� LFS 3
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CONCRETEANCHOR
7.Cormmte onclacoHims•a ecomers mayUe adfasfedSJr1101AAsiil tFSdrttin: - ,...
' odge distance fo morta*f rts. (u
2.Concrete anchor locations noted as"MAX ON CENTER'amf be adjusted to a d
mafntoln the min,edge dulance to mortarloinIs,additional concrete anchors
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required fo ensure the"MAX.ON CENTER"dimension are not exceeded. 9 'w I'-
3 Concrete anchor table: L
28 K C a
ANCNRR ANCHOR MINS MNCLEARANCE MIN.CLEARANGE:
TYPE::': SIZE EMBEDMEM TOMi1SONRY TOAtTIAM 10
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IT 4123108
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TAPCON® N.T.S.
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ULTRACON 1/4' 1.1/4' T' 4" ax LFS ;
WOOD SCREW INSTALLATION NOTES: ow.nuc rn: e
1.MoftkM O mnitnwn 5F8"edge dafcnce,fend distance.&J"o.c.spacesg HItMWAa LATCH DEADEOLTDOX11 FL-5891.2 0
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I.CZX to anchorlornflors at the comers maybe adjusted to mainfein the min. o
edge distance to modarjoh4s. 3
2 concrete onchorlocallons noted as MAX.ON CENTER'must be adjusted to 9
n mcdntoin the mfn,edge distance to mortarjoints,additional concrete anchors H
may be required to ensure the"MAX.ON CENTER'dimension are not exceeded.
3.Concrete anchor fable:
� MIN.;CLFARANCE.MIN CLEARANCE 10 �
ANCNQ.R ANCHOR MIN: TO INASONRY `TOADJACENFFTW n m o
TYPE,.. SIZE Efu19EDMENT _EoGE % ANcxoR:. ` z S
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
A IXBUCKSG>=0.55 WOOD �g
B 2XBUCKSG>=055 WOOD 456" -1 %V:••• +£
C MAX 1/4-SHIM SPACE WOOD '.�•`•... giv
D 1/4'X2-3/4PFFfELCO0RBWC0NCRETESCREW STEEL > '��i�4. tl/„ rt �`���`
E MRSM4RY-3,OM9SkAW.CONCMECONfORMINGTOAa CONCRETE W-6
30T OR HOLLOW BLOCK CONFORMINGTO ASTM C90 E {
3/16 X3.1/ CONCRETESCREW STEEL
CONCREIE EW STEEL
J 1/4"X3J/44PHLITWCONCPFHfTW RETE SCREW STEEL a
HE ase `n LL.
K #8X2-1/2'PFH WOOD SCREW STEEL 19 20 mmo EE
L #I0XTPFHWOODSCREW STEEL 3�
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 1f d
B LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 4'X4HINGE.097'THK. STEEL
10 #10 X 3/4 PFH WOOD SCREW STEEL of
0
17 KWIKSETSIGNATURE SERIES PASSAGE LOCK STEEL
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD --2.W--I l � -
19 k1EAD6RlAA18 ES.Gx10. WOOD-
..20 IDEdAM81 PR4E.:S:G.x.1)d WDOD.
21.K171KSE1SfGMA1URE5ER4Eb L3EADBCHf. STEEL 7— r L7 c�i
27 LATCH STRIKE PLA11E STEELI �--
28 DEADBOLT PLATE STEEL
n 32 DOOR BOTTOM SWEEP PVC &
33 SELF ADJUSTING INSWING SADDLE THRESHOLD
LOWPRO
O WI G a M CF
ALUM.COMP. FILE N P A
40 FIBERGLASS DOOR PANEL-SMOOTH STAR '
SS DOOR SKIN.070'MIN.THK.FIBERGLASS BY
. 41 THERMA-TRU WITH YIELD STRENGTH Py(MIN.(=6,000 PSI SMC
42 TOP RAIL COMPOSITE
j 43 LATCH STILE LVL WOOD H
44 I HINGE STILE WOOD i
45 BOTTOM RAIL COMPOSITE W o B
46 POLYURETHANE FOAM CORE-1.9 LBS.DENSOF0JLt4.
47 .L0CKBl0CKREMORCEMENIK
NOTE;W0ODILVL COMPONENTS(PINE,SC>=0.421
a .
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N^0
SELF ADJUSTING SADDLE THRESHOLD �'�Z
+ am 42308 _
srvc N.T.S.
AL
ow¢er: AL
one x LFS 3
- FL-5691.2 n .
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