HomeMy WebLinkAboutEngineering R W R W Building Consultants, Inc. ifs%"
B Consulting and Engineering Services for the Building Industry
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P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 OCT 9 J
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Florida o r siol i=Cron �t` QEI�,lel rjii\J�
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11,i9 Ccunty, F
Product / Report 1 I
Date:
Product Sub Category Manufacturer Product Name
Category
Therma Tru Corporation 3'0"x 6'8"
Exterior Swinging
Exterior Door 118 Industrial Drive "Smooth Star"
Doors Assemblies Edgerton,OH 43517 Fiberglass Single Door
Phone 419.298.1740 Inswing!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 any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and.is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
excludingthe"High Velocity Hurricane Zone" HVN .
9 dY ( �
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 1609.1.2 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 El 996 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 98OW SSTD 12-99 Certified Testing Laboratories Ramesh Patel,P.E.
2. Drawing No. Prepared by Signed&Sealed 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) Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate 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. u
`- Lyndon F.Schmidt,P.E.
FL PE No.43409
1/2912015
Sheet 1 of 1
THERMANTRU37-9r
FRAME WIDTH �tAi $ Q �- G!S
THERMA TRU DOORS
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11B INDUSTRIAL DR., EOO6MAX.
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GENERAL NOTE o ® �m 7 -p
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r 1. This product has been evaluated and'a in compliance wBh the 5th Edition(2614)Florida Budding
s Code(FBC)structural requirements excluding the-Ifigh Velocity Hurricane Zone'(NYHZ). nl
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2 Product anchors shall be as listed and spaced as shown on delak Anchorembedmen t to base Y
material shall be beyond wad dressing or stucco.
�
3. When used in areas requiring wind home debris protection this product compiles with Section
E& 1609.1.2 o1 the FBC and does not requ?e on impact resistant covering.lhfs product meets missile
level'V and excludes Wird Zone 4 as defined In ASTM El 996 and Section 1609.1.2.2 of the FOC.
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4. For 2x stud from6hg construction.anchoring of these units shall be the some as that shown for 2x n$ -
buck masonry construction.
5. Site conditions that deviate from the details;of this drawing regtire further engineering analysis k W
$ by a licensed engineer or registered architect. a
TADIE OF COMENA w
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1 elevations,design premaes f!.general notes ' OVERAZL DESIGN PRESSURE(PSf7� n e
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3 BUCKANCHORING STRIKEJAMD FRAMEANCHORING HINGEJAMB '0
Masonry 2X buck construction
CONCRETE ANCHOR NOTES:
1.Conaete orxchhorlacafldrs at the comer maybe adjusted toamainfdathe min: e
g edge distance to mortar jofnts. ,
3 2.Concrete onchorlocations notedos'MAX.ON CENTER"must be odlusted fo j
amaintain the min edge distance to mortarjoinh,additional conaele anchors i
_ may be required to ensure the MAX.ON CENTER'dimension ore not exceeded. 8 �2_w
3 Cona efe anchor fable: L 2b
ANCHOR ANCHOR MIN MIN CLEARANCE A1tN CLEARANCE K e
TYPE,:: SIZE EMBEDMENT 70MA;oNRY TonwaCENT'Y 10
EDGE ANCHOR
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1/4" 1-114' 2" 4°
TAPCON srxc N.T.S.F ELCO 1/4" 1.1/4° 1.-4-
4° AL °
ULTRACON I LFS ;
WO ODSCREWINSTALLATIONNOIES:
• I.MdafalrnavrHntrryum 5/8'.ed�dateersee,.l'evoddshxxe,&A"o.c syararp HRdGED,aAR GLCttB &riT�Mt FL-5891.2 °o
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y TYP,HEAD& Z7 G ma
JAMBS _tjk' u
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31RIICE JAMS fRAMEANCHDRING HINGEJAME
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CONCRETEANCHGRN07E5:
1.Concrete anchortocaltons at the comers may be adjusted to maintain the min.
edge distance to modor]aints.
2 Concrete anchor locations noted as IMAX ON CENTER'must be odjusted to p a
c maintain the rffin.edge distance to modorioints,additional concrete anchors N
may be mquked to ensure the MAX.ON CENfER'dtmenslon are not exceeded.
3 concrete anchor totue tQ ry C a
-Neko ayt:aaR td$a vrtt�ctEaTtnNCE AttN,G1EARANCE to
`.;TYPE SRE ElNBE`bMENt _Eb�6 .; Af/CHOR
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YA►CON® 1.1/4" 7 4" scut: N.T.S.
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M1VCKJIDSCRtW if-STAttA#tONAtOhS:.
.7;7Vlaintain a�miNmumJiJB"odgv,.dutonce,7"curd d.47anae•d 7"oc.'FpacsPiG f7,-5891.2
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BILLOFMATERIALS �`�f m
ITEM DESCRIPTION MATERIAL
A IXBUCKSG>=0.55 WOOD
8 2X BUCK SG>=0.55 WOOD (------4.56° I
C MAX.I/4"SHIM SPACE WOOD �'���•. .' inn
D :114"X2.9/4'PFH:ELCO OR RW CONCRETE SCREW STEEL M �'�i �f >`n@
m:o
E' 301-ORHOLLO BLOCIICONFOkET.E.CTO-ASTMCPOxT.OACf, � COlgCRELE� - ��lnrensuSx}
301-OR HOLLOW BLOCK�CONFORMMGTO�ASTM C90'
G 3116'X 3.114'PFH TTW CONCRETE SCREW STEEL
236° c� c s m
H 1/4"x3-IXPFH TIW CONCREMSCREW" STEEL ^ 9 ra
J 114"X 3.3/4°?FH ITW CONCRETE SCREW STEEL
K #8X2-1/2"PFH WOOD SCREW STEEL 19 ZR .wmo bSDO �Vt Ate.
L #10 X 2"PFH WOOD SCREW STEEL g�g
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 e
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 rXeH[NGE.097-THK. STEEL
10 #10 X 3/4"PFH WOOD SCREW STEEL a+
17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL o
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD Fes--220°
d W
:.119:43EADERJAMBS M1ES:G>=A WORD
-21--KY1 ET SKMAYURESERIES'Y80'DEP'OBOLT STEEL ('
27 LATCH STRIKE PLATE STEEL 4.62'-
28
.62'-28 DFADBOLTPLATE 'STEELI
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD AWM.COMP. �1[OWPROFftFOUR 8U PfACF a
40 FIBERGLASS DOOR PANEL-SMOOTH STAR
m 41 SS DOOR SKIN.070"MIN.THK.FIBERGLASSBY SMC
THERMA-TRU WITH YIELD STRENGTH Py(MIN.)=6.000 PSI
42 TOP RAIL COMPOSITE
y' 43 LATCH STILE LVL WOOD n
44 HINGESTILE WOOD " m
4S BOTTOM RAIL COMPOSITE '�`�o 0
.46 'POLYURETIiANEfOAMCOTIE-1.9 LBS.DENSITY FOAM B.TS .. R
47.,LOCK BLOCK RE[WORCEME, w00T1
-� NOTE.WOOD/LVL COMPONENTS(PINE,SG>=0.42) I H �y -
$
AQ ASDIUSTING SADDIFTHRESHOID `V
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