HomeMy WebLinkAboutNotice of Acceptance i
A;.,THERMAITRU" I- O ,
37.59"MAX.OA.
FRAME WIDTH
THERMA TRU DOORS _ • '�' W�
1 113 INDUSTRIAL DR., EDGERTON, OH 43517 PAN WIDTH ''�'�// •*• \\ ``` u�i ^O
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GENERAL NOTES
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building a 0 o o 13
_ Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). o a a a
2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base m
material shall be beyond wall dressing or stucco. o
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3. When used in areas requiring wind bome debris protection this product complies with Section a
1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile N
g - level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. m In
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4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x N N
buck masonry construction.
� 5. Site conditions that deviate from the details of this drawing require further engineering analysis �w
by a licensed engineer or registered architect. o
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Q TABLE OF CONTENTS ^^w
SHEET# DESCRIPTION N
1 Typical elevations,design pressures&general notes QYERALL DESIGN PRESSURE.(1'SFj,! O Z
2 Door panel details SWING hRAME a z r0
3 Horizontal cross sections DIMENSION_- "POS1i1YE_ NEGATIVE wrc 4123108 i
4 Vertical cross sections sN.T.S. °
5 Buck and frame anchoring-2X buck masonry construction INSWING 37.59"x 62.T 9" +67,0 -67,0 rxE: -
DWD.BY.. AL m
6 Frame anchoring-1X buck masonry construction OUTSWING 37.59"x 80.64" + CHK.ar: LFS 3
7 Bill of Materials&Components 67.0—_6.7_.0. d
DRAWING NO.:
FL-5891.2 a
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ND.43409
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PRODUCT: Documents Prepared W. i SMOF
F THERMA—TRU Lyndon F. Schmidt ��i��•�'•.F,lOIaDR •`5
FIBERGLASS DOOR P.E. No. 43409 "I. nL#At
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D I— y w 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS/ItrC.11l
IV Npw i 6 11 12 REVISED TO 2010 FBC UK DOOR PANEL DETAILS P.O. Boz 230, Valrlco, FL 33595
NO DATE BY Phone No.: 813.659.9187
REVISIONS FBPE C.A. No. 9813
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2008 R.W.euILalNa DDNBULTANTe INC.
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No.43409
$ PRODUCT: Doeum.nt.Prcp—d By: i gp7Q OF .• `
THERMA—TRU Lyndon F. Schmidt �i tig80A�
IC' cn Z w FIBERGLASS DOOR P.E. No. 43409 /////''�ONA'1` 0,��
r to' r y (.+ 2 i 28 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: GD��/BUILDING CONSULTANTS! 1t\
Iv fv �n m i 6 11 12 REVISED TO 2010 FBC JK HORIZONTAL Y4 P.O. Box 230, VolNco, FL 33595
NO DATE BY CROSS SECTION Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
®2008 R.W.aUILCINC CCNBULTANT8 INC.
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No.43M
$ PRODUCT: 000umenta Prepared W.
r� THERMA—TRU Lyndon F. Schmidt ��i� Ropld•'0`���
-h P.E. No. 43409 !I••••••••••••••• ��
FIBERGLASS DOOR III/l�Ntt��tt tG;��
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�' g in o I 6 71 t2 REVISED TO 2010 FOC JK P.O. Box 230,Vdirico, FL 33595
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m NO DATE UT CROSSSECTIONS
Phone No.: 013.659.9197
REVISIONS FBPE CA No. 9813
®2008 R.W.BUILCINC CCNOULTANTC INC.
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Masonry 2X buck construction o 0)
CONCRETE ANCHOR NOTES:
1.Concrete anchor locations of the comers may be adjusted to maintain the min. o o
edge distance to mortarjoints. w o
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to o in
< maintain the min.edge distance to mortar joints,additional concrete anchors E i
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. m
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anchor table:
i:' MIN:CIEJkifAtiCEii:_IVIt!l::G:t R '_0 5
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TAPCON® 14" 1-14" 2" 4" scLL- N.T.S. °
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ULTRA ON 1/4" 1-1j4" 1" 4" cam•BY. AL m'
� ;WOOD SCREW INSTALLATION NOTES: CNN.BT: LFSowwiHc Ho.: �
s` 1.Maintain a minimum 5/8"edge distance.1"end distance,&1"o.c.spacing HINGE DETAIL LATCH d DEADBOLi DETAIL FL-5891.2 0
of wood screws to prevent the splitting of wood. sH�r 5 OF 7 n
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A 1.Concrete anchor locations at the comers may be adjusted To maintain the min. o
'2 edge distance to mortarjoinfs. a N
g 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a
maintain the min.edge distance to mortar joints,additional concrete anchorsH 9
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2 may be required to ensure the AX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: 10 m^ <
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TAPCON® 1/4" 1-1/4" 2" 4" snit. N.T.S. 9
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' TAPCON® 3/16" 1-1/4" 3" 1-1/2' AL cHK ar: L L 3
€ HINGE DETAIL DRAM(;ND.:
WOOD SCREW INSTALLATION NOTES:
W1.Maintain a minimum 5/8"edge distance,I"end distance,B 1"o.c.spacing FL-5891.2 0
A!
of wood screws to prevent the splitting of wood. SHEET_L OF 7
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BILL OF MATERIALS O�' •' ';
ITEM DESCRIPTION MATERIAL '�' �'J-Z n
A 1X BUCK SG>=0.55 WOOD � ? z Q, Z_
B 2X BUCK SG>=0.55 0
C MAX.1/4"SHIM SPACE WOOD f' 456" -j� .��o-� J,• ` :k
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL r ''��//////i j►p�����``` i o m o
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE cl O n s
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 o a
G 13/16"X 3 1/4"PFH ITW CONCRETE SCREW STEEL z 0 Z v
H 114'x 3-1/4"PFH ITW CONCRETE SCREW STEEL 2 36 S u w 9 ci m`c a
J I 114'X 3-3/4"PFH ITW CONCRETE SCREW STEEL HEAD d S►DE `s n (a
K #8 X 2-1/2 PFH WOOD SCREW STEEL 19 �� JDmb d
L #10 X 2"PFH WOOD SCREW STEEL E $z
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM
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8 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 4!'X 4"HINGE.097'THK. STEEL
10 #10 X 3/4"PFH WOOD SCREW STEEL
17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL o
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD a:o W z
19 HEADER JAMB PINE,S.G>=0.42 WOOD ~� } o
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20 SIDE JAMB PINE,S.G.>=0.42 WOOD m M a
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21 KWIKSETSIGNATURE SERIES(7801 DEADBOLT STEEL
27 LATCH STRIKE PLATE STEEL 4.67' -
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28 DEADBOLi PLATE STEEL of
32 DOOR BOTTOM SWEEP PVC a a
33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP, 18 LOW PROFILE OUTSWING BUMP FACE
40 FIBERGLASS a DOOR PANEL-SMOOTH STAR �m-
SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY
41 THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI SMC m
t 42 TOP RAIL COMPOSITE
43 LATCH STILE LVL WOOD N
m 44 HINGE STILE WOOD m (n
0 45 BOTTOM RAIL COMPOSITE W o 0
46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAMR 5.75"
WOOD �{ D
47 LOCK BLOCK REINFORCEMENT z� I U'o ?U
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e NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) ro o y
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SELF ADJUSTING SADDlE THRESHOLDADJUS LNG SADDLE THRESHOLD ` z E)
DATE: 4/23/08 i
scuE: N.T.S. �
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2 DWG.BY: AL m
GHK.BY. LFS 3
DRAWMG NO.: K
� FL-5891.2 c
-°-�-' SHEET 7 OF 7
2014 FL1522S.5-68_EVAL_Siaiat... 1 / 1
R �Nl R W Building Consultants, Inc.
BC'onsultinF;llW Envin_v;ins Scn•iccs for the rlui3;ling Ircfustry
f'.it t3:-:<340 Volnco,Ft 33595 f'tuu:R 13 U39 919'
flonth IS::ra of l'wlcs;iaul ujoinn Cm.,-)ter:car A,.tlixvvion No.X18:3
richor Evaluation
Date: Februam 6. 2015
Product
Produ Sub Category Manufacturer Product Name
CategoSwinging I lrcrma Tru Corlruraliun 'Smooth-Star"and"Benchmark by Therrna-Tru"
Exterior Exterior Door 118 lndu3triai Dr 6'8 Single&Double Opaque or Glazed Paners wf$w10 Sidetitas
Doors Msernbhcs FdZertnn,()11 43517 Inswing f Outswing
Phone 4119:298.1740 Insulated Fiberglass Door with Wood Frames
Scope: PrcdL'Ct Eva. ualion repot issued by R W P-01ding Cror:ufartr,Inc.b Lyndon F SMmici,P E.(Sy m-n ID 9 19211}fir
Therma Tru Coroorallon,based on Rule haple.-No.61 G2103,Aleihed 1A of We Stale of Ftexida ProduLi Appc-"al,CrV..of
Bus.ness&FrVossicnat RGgutalion.
RW Bviidrty Consu:ants anJ Lyndon f'_Schrniv%P__.do rrt ha'rc not will acquire financial interest in the ccrnpany rrarnifaauring
or dlstr wling W-3 produv or ill anyolher enlily involdrd it It,e epp:oval p:L+:ess Of It%e produce rLSnv_,d herein.
Limitation;
1. This product anchoring has Scan developed in cornpliaran wilh thr 6th F_,d6nr,12,,114)FNj6d i Buildirg Code(FIRIC)slnlrt-veil e3 'V'Wding
We'High Veficity Humcane Zore'. Sae the CerliflcaCon Ag&ncy Cerlifre::W for sizes,specificatons and design vassure rafiNs.
2 Product ancien ctlall be as I:ved arbd spaced as shahs on details.Ar h. Embedment to base maletlai shall Lw t3Aycrd wall dressing,stucco,foam,
hricv and olhrr wall c+r.vrings
3. Wool:crr~r s shall be installed rotcrnin3 ins'-illations instructicn s c!#kNSl AF&PA NDS 2012.All c0rc fastener rrpr.to bn invalkx9 fr..11nwing far}onor
manufac?urer's installalicn InsIftrtrons.
4. Faslone:on-ib6drnoni Cef.:ns,edgy diswoo and cenler-censer l!-:tar,->3s shzil be spcnVd by the fastener manufacture,but in no'nstsntoe Shall Illy
be less man shown in drawing FL-15225.5.68
ti 'Vhik-!.khim¢Acs 11e6ut,rhwv m1 to 1-0--a"rigid l 1460,malwinI lh:rr rnmleiipewilh 1h..rNrrtirmwr nle ttf tltn Flit:
6. Postt;ve and negative deskin pressure regWferr,3r,:s for use Aith divMr,9FL-15225.5.68 Visit be detemilned by ctneas for spec.c jobs in 3ccvdance,
with the gavcrnctg cods,.
7. Site conditions thal deviate L•o:n the details of Cr wring FL,15225.5-!t$rcgji:e funic-ongc-h-cedrI ann01-sis by a licensed cnginenr or rersterer:
archilec:.
Supporting Documents:
Test Report No. Test Standard Testing Laboratory Sinned by
E;C-01-741-1(}702.0 ASTh1 E330-021 TAS 202-9.1 ETC Uborslories Wende3'rV.Harley,P.E
E!C-01-741.11038.0 A57h1 E330.021 TAB 2G'2-94 ETC LsWalorles Jceeph L CoVen,P.E.
TEL 414M147 ASTFA E330.02 I E1886-021 F 1.ri a-T,? Tosting Fva:uation Lab, I,yrAon F,Schrnl(v,P.E.
2. Drawinn No. Praparad by 51n Sf FS��taQ
No.FL-15225.5-68 RVV Building Ccnsullants. Inc JCA t49',1) Lyndon FSa.mim.F.E•
3. f$! it�g;Onc
Anchoring RW 14ui1iino C,onc;rll;nts. Inc. /,C:•rCc31<"} Lyn¢ n F. Schmidt.P.E.
-D. @'
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R W R W Building Consultants, Inc.
B 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
• Report ' ' / FL-5891.2
Date: January 29, 2015
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 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 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 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 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 Testinq 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. Prepared by Signed&Sealed bV
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) `vrp� Lyndon F.Schmidt,P.E.
4. Quality Assurance c�°bf• e °- n�; °'���,
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. R
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Lyndon F.Schmidt,P.E.
L-"-FL PE No.43409
t—�1/29/2015
Sheet 1 of 1 - ��
INERMAITRU
68.50"MAX. Z_ o •°jj && 'j n
105.59"MAX.OVERALL FRAME WIDTH OVERALL WIDTH
1 —2—Y 3 �1 2 3 aN5%
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THERMA TRU DOORS s s 5
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1 1 B INDUSTRIAL DR.,EO6ERTON,OH 43517 /'�••-•.•••••....
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0= iI i i' S i' i it 'i rli rng �tIL
6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS s I I
w h II I��I �A �A �A p 4a m as
W/&W/OUT SIDELITES Q� s � S e' v
2� 5 II ll �� 'r� �� �� II II 5 I' II I' ''I II II E OZ
INSWING/OUTSWING
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INSULATED FIBERGLASS DOOR WITH WOOD FRAMES 31a:
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General Notes 1 2 3 4 5 6 1 2 3 4 5 =
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1. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/SIDELITES OXXO SINGLE W/ SIDELITES 0X0 ¢y r
(2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE
Certification Agency Certificate for sizes,specifications and ratings. +55.0 -55.0 +40.0 -40.0
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment o
to base material shall be beyond wall dressing,stucco,foam,brick and other wall 74 59'MAX 53.00"MAX. $ a
c
coverings. 37.50"MAX. OVERALL WIDTH OVERALL WIDTH a a
OVERALL
3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH 1 2 3 jt'"2 3 m
All other fastener types to be installed following fastener manufacturer's Installation 5 5 5 5 f 5 _-5-
instructions.
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4. Fastener embedment depths,edge distances and center center distances shall be as
c' ¢ 4 '��' 4 I I
•q specified by the fastener manufacturer but in no instance shall they be less than shown in w� i' 'i �' 'i D•H• 4 V'
this drawing > 5 0= 5 5 I II II I 1 ¢1 I
I� I I I I 1 (A
O.H. 5 i' 'i i' �i i' 'i i' 'i 151 li II I I I I
5. Where shims are used,they must be a"rigid/stiff'material.that complies with the 5 0 5 ' �_'t 2A ' 3' e
requirements of the FBC. 5 1 5t ; ° o
!.5
m I I I I I I I I I I 1
6. Positive and negative design pressure requirements for use with this drawing shall be
< determined by others for specific jobs in accordance with the governing code. t y t t 3 i L_I iL Ai
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a \W Z
7. Site conditions not covered by this drawing are subject to further engineering analysis. a 5 6 — -
4 5 6 _lam 2- -3- 4 5 6 w
TABLE OF CONTENTS 6 6 6 66 6 5 6 6 6 �_ -6-� '6' _p n
SHEET# DESCRIPTION SINGLE X �- ' Z D
Z MAX DESIGN PRESSURE DOUBLE XX SINGLE W/SIDELITE OX on1E, 2 a
a 1 Typical elevations,design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE /2 7/72 0
2 Buck anchoring +67.0 -67.0 z +40.0 -40.0 SCALE,- N.T.S.3 Frame anchoring +55.0 -55.0 DWG.BY.. JK m
~ 4 Frame anchoring&bill of materials CHK.BY. LFS 3
5 Horizontal&verfical cross sections LOCK HARDWARE MFG d SERIFS DRAWING NO.:
6 Vertical cross sections KWIKSErSIGNATURE SERIES LATCH FL-15225.5-68 N
c KWIKSErsiGNATURE SERIES 780 DEADBOLT a
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SIDEUTE NOTES: INSTALLATION❑ O N
1. The sidelite is direct set into the jamb with(12)#8 x 2"pfh.wood screws.There are(4)at each cn
A vertical jamb,from the top down of 13.5,31"48.5'&66".There are(2)at the header at 4"from B W/1 X BUCK 11 w o
the outside comers of the frame.There are(2)at the sill,4"from the outside comers. INSTALLATION uI
n 2. For optional siderite construction with staples,sidelite is direct set into the jamb with(4)/6"X ❑ ❑
13/4"16 ga.staples along each jamb(6"from ends and equally spaced thereafter). D �D
o CONCRETE ANCHOR NOTES: o
$ I.Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL "6" DETAIL EL z
edge distance to mortar joints. 0
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maintain the min.edge distance to mortarjoints,additional concrete anchors INSTALLATION B a
o may be required to ensure the"MAX ON CENTER"dimension are not exceeded. N o
3. Concrete anchor table: INSTALLATION
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Item DESCRIPTION Materia! INSTALLATION x
A 10 x 2-112' PFN WOOD SCREW STEEL 1 0
B 10 X 1-3 4 PFH WOOD SCREW STEEL W/1X BUCK 11 9
C 10 X T PFN WOOD SCREW STEEL DETAIL "1" INSTALLATION
1 10 x 3 4 LG. PFH WOOD SCREW Hin e to Frame STEEL 1211Q.
a 2 iO x 2" LG. PFN WOOD SCREW STEEL
a 3 B x 2-1 2 LG. PFH WOOD SCREW STEEL DETAIL "3'
e 4 i 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT ,n� a
5 1 4" x 7-314"' ITW PFH CONCRETE SCREW STEEL B STRIKE PLATE W FRAME o a
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11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 1 C z
12 7/4" x 3-114- !TW PFH CONCRETE SCREW STEEL om 2/21/12
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13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE SLUE: N.T.S.
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20 HEADER JAMB SUGAR PINE, SG >= 0.34 DETAIL "4"
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I PRODUCT: Documents Prepared By'-, 1• `,±
ry THERMA-TRU Lyndon F. Schmidt ��i
11 c °3 N FIBERGLASS DOOR P.E. No. 43409 �jf ••••.......... 1�
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to �i fi (n~ 1 2 OS 15 UPDATE TO 5TH ED. 2014 FBC LFS P.O. Box 230, Valrico, FL 33595
N HORIZONTAL & VERTICAL phone No.: 813.889,8187
NO RATE R ISIONS BY CROSS BECKONS FBPE CA No. 8813
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