HomeMy WebLinkAboutProduct Approval (2) R W R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
B
C P.O.Box 230 Valrico,FL 33595 Plione'813.659:9197.
Florida Board of Professional Engineers Certificate of Authorization No.9813
P1,oduct Evaluation • / FL-20461.9
/ I2017
.Product Sub Category. Manufacturer Product Name
Category
Therma-Tru Corporation Fiber-Classic and Smooth-Star
Exterior Swinging 118 Industrial Dr Composite Edge Glazed Fiberglass Single Door
Doors Exterior Door Ed erton,OH 43517
Assemblies g Iriswing"/Outswing
Phone 419498-1740 "Non-lmpact"
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for 4
Therma-Tru Corporations,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Dept.
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:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)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 is required to be protected with an impact resistant covering
that complies with FBC Sections 1609.1.2&R301.2.1.2.
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-20461.9 require further engineering analysis by a licensed engineer or
registered.architect.
6. Fiber-Classic&Smooth-Star Door panels require the use of"J"part numbers and must be stained or painted within six months of
installation
7. See drawing FL-20461.9 for size and design pressure limitations.
Supporting Documents:
1. Test Report'No. Test Standard Testing Laboratory Signed by
TEL 01460145 ASTM E330-02 Testing Evaluation.Lab.,lnc. V.-K.Wright
TEL 01461721 ASTM E330-02&ASTM E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01461573 ASTM E330-02&ASTM E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
2. Drawing No. Prepared by Signed&Sealed.by
No.FL-20461.9 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&
Management Institute,certifying that Therma-Tru Corporations is
manufacturing products within a quality assurance program that
complies with ISO/IEC 17020 and Guide 53. ,,e�*i�o1111q����,,
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1. This product has been evaluated and is in compliance with the 6th Edition Ir.,� W
(2017)Florida Building Code(FBC)structural requirements excluding the"High �� W
Velocity Hurricane Zane"(HVHZ). O)
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2. Product anchors shall be as listed and spaced as shown on details.Anchor o
embedment to base material shall be beyond wall dressing or stucco. a n
P3. When used in areas requiring wind borne debris protection,this product is m
required to be protected with an impact resistant covering that complies With
FBC Sections 1609.1.2&R301.2.12. �'o
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4. For 2x stud framing construction,anchoring of these units shag be the some as
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5. Site condiHars that deviate from the details zs of this drawing require further DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSI) w w o
engineering analysis by a licensed engineer or registered architect. DOOR GLAZING INSWING OUiSWING <$
CONFIG. LlIE INSERT LOCK HARDWARE o o y
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6. Fiber-Classic&Smooth-Star Door panels require the use of"P'part MAX.D.LO. o o a POSITIVE NEGATIVE POSITIVE NEGATIVE o �+
numbers and must be stained or painted withui stK months of installation.
e X Lt lite 21.12"X 63.12" Latch.&Deadbolt +50.0. -50.0 +50.0._ .50.01 a o y
TABLE OF CONIENIS M Ell J
SHEETft DESCRIPTION X p Multipoint +50.0 -50.0 +50.0 -50.0 m
1 cal Elevations,Design Pressures&General Notes twz <
X Molded Latch&Deadbolt +50.0 -50.0 +50.0 -50.02 Door PanelDetais 21.12"X 63.12" m
3 . Door PanelDetaf� XOpen Multipoint +55.0 -55.0 +60.0 -6D.0 z4 Elevations v
5 Horizontal&Vertical Cross Sections(2X Buck) X Latch&Deadbolt +55.0 -65.0 +55.0 -55.0 v
6 Horizontal&Vertical Cross Sections(1X BucIQ sure 611116
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Flush Glazed 24.12"X 63.38" ,
7 Horizontal&Vertical Cross Sect ons(Direct to Masonry X Multipoint +55.0 -65.0 +55.0 -55.0 sum N.T.S.
8 Vertical Cross Sections(Thresholds) M.BY: JK m
w 9 Buck&Frame Anchoring X Latch&Deadbolt +55.0 -65.0 +55.0 -55.0 a+K rn: SFS
A 10 Hardware Details Flush Glazed 26.0"X 63.36" rc
It G,Zara fags X Multipoint +50.0 -50.0 +50.0 -50.0 rrawr+c NO-
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PRODUCT. Documents Prgmmd 9y: �ID GMOF '
f? THERIItA—TRU Lyndon F. Schmidt �ii�•. •!tlOR1D�•.•�G\`
I� o ? 3 10 09 18 REV. DOOR PANEL OPTION NOTE MT FIBERGLASS DOOR P.E. No. 43409 ij�'S��O `�%%
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fn -• 1 322 17 REVISE FLUSH GLAZING LFS P.O. Boz 230, Volrleo. FL 33595
f4, lu in O1 NO DATE BY ELEVATIONS Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
®21016 R.W.BUILDING 013NSULTANT8 INC. ,
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THERMA—TRU Lyndon F. Schmidt •' ....
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IL4" 7{to NO 3DATE77 REVISE FLUSH GLAZING LF HORIZONTAL & VERTICAL `/�,yY P.O. Boz 230, Valrim. FL 33595
CROSS SECTIONS (2X BUCK) Phone No.: 813.559.9197
REVISIONS FBPE CA No. 9813
0 2016 R.W.BUILDING CONSULTANTS INC-
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iHERMA—TRU Lyndon F.
SDhmldt �� WLORIW `
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P.O. Box 230—Valrleo, FL 33595
CROSS SECTIONS (1X BUCK) Phone No.: 813.659.9197,
REVISIONS FBPE CA No. 9813
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Notes: A.
I.SII Item#'s 17,18,32,34,35,36,37,38&39 are attached to Jambs w/(3)#8 X 2-1%7'pfh screws at each end. �-• �j%
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2"p1h screws at each end.
SBI Item#15 is attached to lambs utilizing 2 #10 X 2 h SMS at each end. -_• $$u , "
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PRODUCT: Dcaumente Pmpanxi ey: i 8TA7EOF
1� THERMA—TRU Lyndon F. Schmidt
I - .. FIBERGLASS DOOR P.E. No. 43409 i/�P•�••••••'" id��
Ito ro� 3 10 09 18 REV.-DOOR.PANEL OPTION NOTE Mi
y + 2 7 7 17 UPDATE TO 6th ED 2017 FBC JK PART OR ASSEMBLY: r� BUILDING CONSULTANTS,
fn 1 3 22-17 REVISE FLUSH GLAZING LFS BUCK.AND FRAME ANCHORING �/(� P•0. Box 230• Valrioo• FL 33595
IW iD NO DATE - BY' Phone No.: 813.659.9197
REVISIONS FSPE C.A. No. 9813
2016 R.W.BUILDING CONSULTANTS INC.
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INSWING THRESHOLD INSWING THRESHOLD OUiSWING THRESHOLD �Ca
Inswing Basic Fixed Sill 33 38 Inswing Composite Adjustable SBI 16 Corrmpostte sR - j in z
3 5.75' zo '�Q: a o
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3 INSWING 7HR[SNOID
o Inswing Moderate Climate Sill 1-3/8" rNSWING THRESHOLD
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DATE: 611116
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INSWING THRESHOLD —1.79" F�1.92 m
36 Inswing Bask:Pored 51/1 SBI 2.06" oruwuac no»_LFS. 3
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BILL OFMATERIALS
- BILL OF MATERIALS ���p�• ;� . ♦,�,% �
ITEM tt DESCRIPTION MATERIAL DEM It DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.42 M *
( J WOOD 25 #8 x 2-1I2'.PFH WOOD SCREW STEEL d�
B 2X BUCK(SG>=0.42). WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL '.:, z ' �
C 1/4'MAX.SHIM SPACE . 27 LATCH STRIKE PLATE. STEEL %��'•... .._. •ky`.`
D IX X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL �i %`'�
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 'rrrt ••I sss�,`` n M m.
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL. N
G 3/16'X 3-1/4"ITW,CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL o Uo 9 m°o 0
J 1/4"X 3-3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) "ALUM/COMP _ .N d z a
L #10 X 2-1/7'PFH WOOD SCREW(1.TS'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP u m a a(°
M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP a z
" N 3/16"X 2.3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMPg a
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
s 8 SWEEP VINYL .37 INSWING.THRESHOLD. ALUM/COMP A s
9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD). VINYL 38 INSWING THRESHOLD ALUM/COMP ,
10 SWEEP(USE w/PUBLIC ACCESS"THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP
P' 15 ADA THRESHOLD, ALUM 40 DOOR PANEL(BOOK)
N 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) _
17- OUTSWINGTHRESHOLD ALUM/COMP 42 DOOR PANEL(U1) _ D� o
18 OUTSWING THRESHOLD ALUM/COMB 1 43 FLUSH GLAZED DOOR PANEL(BOOK) _ a
22 #8 x 3/4"PFH WOOD,SCREWSTEEL 44 FLUSH GLAZED DOOR PANEL(HYBRID) '
23 #10 x 3/4'PFH WOOD SCREW STEEL. 45 FLUSH'GLAZED DOOR PANEL(UI) m
24 #10 x I"PFH WOOD SCREW STEEL
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CONCRETE ANCHOR NOil3: o N z rn
I.Concrete anchorlocaflons of the comers maybe adjusted to maintain the min. Z
edge distance,to mortorjoints.. d El S
S 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted tow
mainfaln.the,mfn.edge distance to mort&joirits;additional concrete anchors a O H
'MAX.may be required to ensure the ON CENTW'dimenslon ore not exceeded. o o re
3.Concrete anchor tattle: '
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ANCt{OR ,4NtIoR Mtn[ K11N cLEARANCt MIN G!r ARANCB _ cc z
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<TYPE SIZE EMBELTMENt ��^,,
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1/4" 1.1/4"
TAPCON® r 4" ao n n o a
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TAACON® 3/16" 1.1/4° ASSNOWN 1-1/T s'611116
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WOOD SCREW INSTALLATION NOTESc, DWr:DY: JKm
r I.Mainfafri a minimum 3/B"edge distance,Vend distance,&I'o.c.spacing of cxx W. !FS 3
wood screws to prevent the splitting of wood. DRAWM NO.: z
� F1-20461.8
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Grantor: Windsor Lillian
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Price: $6,000
Building Information(1 of 1)
Finished Area:1,690 SF
Gross Sketched Area:4,305 SF
Exterior Data
View: Roof Cover:Metal Roof Structure:Hip
Building Type:HC Year Built:2001 Frame:
Grade:C Effective Year:2001 Primary Wall:CB Stucco
Story Height:1 Story No.Units:1 Secondary Wall:
Interior Data
Bedrooms:3 Electric:MAXIMUM Primary Int Wall:
Full Baths:2 Heat Type:FrcdHotAir Avg Hgt/Hoor:0
Half Baths:0 Heat Fuel:ELEC Primary Floors:Tile-Ceramic
A1C%:100% Heated%:100% Sprinkled%:N/A%
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Special Features and Yard Items
Type: Driv-Concret 'e
Quantity: 1 \j s L3
Units: 720 MMM��W►+
Year Built: 2001
Type: ICES POOL AVG
Quantity: I
Units: 392
Year Built: 2019
Type: Alumn Fen 4'
Quantity: i
Units: 70