HomeMy WebLinkAboutProduct Approval (3) FILE C
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THERMANTRU
AA 37.75'MAX. 7
T H E IZ M M T P U D ❑ O P S FRAME AX. �;. z
IZ 36.00"MMAX. ��i �••'•. �((y�� �o�w
1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 PANEL WIDTH
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GENERAL NOTES
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). S ^ a a a
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base m
material shall be beyond wall dressing or stucco. �/
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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
e level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC.
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s 4. For 2x stud framing construction,anchoring of these units.shaii be the some as that shown for 2x 1 — w o
buck masonry construction. In N
"SMOOTH STAR","FIBER CLASSIC" o 0 0:
e 5. Site conditions that deviate from the details of this drawing require further engineering analysis by "CLASSIC CRAFT'&"CLASSIC.CRAFT RUSTIC"
i a licensed engineer or registered architect. o n
TABLE OF CONTENTS i
SHEETS DESCRIPTION
I Typical elevattons,'design pressures&general notes o °,
2 Smooth Star door panel&glazing details
OVERALL OVERALL DESfGN PRESSURE PS
3 Fiber Classic door panel&gWng details ,: u
z , xSWWG FRAME D 1.0 - - DATE: 4121108 z
a ustic door panel&glazing
4 Classic Craff/Classic Craftglazing details
W 5 Hor¢ontdlcrosssecfions _r _ - .; OMENSION '' DlMENSfON P.OSIT/VE <NEGECTIVE;, �: N.T.S. 9
a MO.BY.. AL m'
F 6 Vertical cross sections INSWING 37.75"x 82.00" 21.00"x 63.25" +47.0 53.0
7 Buck and frame anchoring-2X buck masonry construction CHe.BY. LFS
E —'�' DRAWING NO.:
8 Frame anchoring-IX buck masonry construct on OUTSWING 37.75"x 80.&2" 21.00"x 63.25" +50.0 -50.0 FL-7640.1 0
9 Bill of Materials&Components a
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DOW 995 SWIGGLE GLAZING � v
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DOOR PANEL G 1 GLAZING DETAIL WC, p
40 Smooth Star o N
'NOTE:DOW 995 may be eliminated at door In N
panel(Max.Design Pressure=±50 PSF) Fo o
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1.183"
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€ 2 VERTICAL CROSS SECTION
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DOOR PANEL GI GLAZING DETAIL 4 w o 0
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'NOTE:DOW 995 may be eliminated at door n N �j
panel(Max.Design Pressure=t 50 PSF)
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Classic Craft Rustic
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GI GLAZING DETAIL �o �>_>
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o.43409
i n PRODUCT: Dxu—tFs Prepared By: `
x THERMA—TRU Lyndon F. Schmidt 'ei�p••,•0RIDN •�j+��`
IN o GLAZED FIBERGLASS DOOR P.E. No. 43409 ' `�u'/p�AL ��`�
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2 i 29 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
I'0 N I— to 1 6 11/12 UPDATE TO 2010 FBC JK HORIZONTAL !1�/ P.O. Box 230, Valrteo, FL 33595
NO DATE BY CROSS SECTION Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
0 2009 R.W.BUILDING CONSULTANTS INC.
R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-7640\C-Drawings\Current\FL-7640.1-3.dwg,6.1
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PRODUCT: Do..m Mn Prepared By: ,,
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iNERMA—TRU L ��i � �/''• ���Yndon F. Schmidt
la v K z ro GLAZED FIBERGLASS DOOR P.E. No. 43409
I� O vl p 1 6/11 12 UPDATE 70 20 15 UPDATE TO 110EFBCD. 2014 F8C �K PART OR ASSEMBLY:' BUILDING CONSULTANTS, INC.
P.O. Box 230. Valrico, FL 33595
m NO DATE BY CROSS TICALSECTIONSPhone No.: 813.559.9197
REVISIONS FBPE CA No. 9813
0 20051 R.W.BUILDING CONSULTANTB INC.
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SUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB N
Masonry 2X buck construction
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o CONCRETE ANCHOR NOTES: F F
a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. _
00
edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
28
a maintain the min.edge distance to mortarjoints,additional concrete anchors 9 w
c may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
0 3 Concrete anchor table: 0 10
MIN CLEARANCE' MIN CLEARANCE _
ANCHOR, ANCHOR: MIN:. a
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TO:MASONRY' TO ADJACENT . a
w tYPE SIZE EMBEDMEM EDGE K
Z ANCHOR Dare: 4 21/OB i
ITW ® 1/4" 1-1/4" 2" 4" 1� scuE N.T.S. 9
ai TAPCON 17��27 Dwc.BY: AL m'
ELCO ® 1/4" t-i/4" 1" 4" cHK.BY: LFS 3
ULTRACON
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WOOD SCREW INSTALLATION NOTES: DRAWING ND.:
1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of HINGE DETAIL LATCH d DEADBOLT DETAIL FL-7640.1 0
wood screws to prevent the splitting of wood.
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CONCRETE ANCHOR NOTES: H o o
1. Concrete anchor locations at the comers may be adjusted to maintain the min. 9
edge distance to mortar joints.
a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 10 a a ;
maintain the min.edge distance to mortarjoints,additional concrete anchors 10 >
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. 10 m
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3. Concrete anchor table:
am MIN.CLEARANCE MIN CLEARANCE lO
ANCHOR ANCHOR. MIN
TO MASONRY TO ADJACENT o
TYPE SIZE EMBEDMENT EDGE' ANCHOR
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w DATE: 4/21/08 i
ITW 1/4" 1.1/4" 2" 4" o
TAPCON® HINGE DETAIL SCALE: N.T.S.
ITW DWG.BY: AL m
? TAPC
W 3/16" 1-1/4" 3" 1-1/2"
ON® GHK.Bv: LFS 3
€ WOOD SCREW INSTALLATION NOTES: DRAWING No.:
1.Maintain a minimum 518"edge distance,1"end distance,&I"o.c.spacing of FL-7640.1 0
wood screws to prevent the splitting of wood. SHEEr r 9 "
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL W may: M
A 1X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR =
B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC =_U `* * :Q=-
Z- -gym
C MAX.1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE
4"X 2-3/4" �'PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD �� �� �=N Go
MASONRY 0 PSI MIN.CONFORMINGCONCREfE
CONFORMING TO ACI •.
E 301 OR HOLLOW BL0 K TO ASSTMC O CONCRETE 5 BOTTOM RAIL WOOD '''� ��ii1l1 IItiT�?�`
D 1/ o M m i
U N 0
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 9 v 0 x 4
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 47 LOCK BLOCK REINFORCEMENT WOOD e g m s m n
H 1/4"x 3 1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL FIBER CLASSIC \ a e N A o 0 m
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC \v\ a a m a:a a
sue .
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE E `o z°
K #8 X 2-1/7'PFH WOOD SCREW STEEL 53 LATCH STILE WOOD
L #10 X 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL 54 HINGE STILE WOOD o j a
1 EXTERIOR LITE FRAME ALUMINUM 55 BOTTOM RAIL COMPOSITE
2 INTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM o
3 LITE FRAME TRIM PVC 57 LOCK BLOCK REINFORCEMENT WOOD o
4 #10 X 1-1/2"PFH SCREW STEEL 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC
7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC g ww
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 62 TOP RAIL COMPOSITE 98
9 4"X 4"HINGE.097'THK. STEEL 63 LATCH STILE WOOD w m w o 0
10 #10 X 3/4"PFH WOOD SCREW STEEL 64 HINGE STILE WOOD o
17
8
PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 65 BOTTOM RAIL COMPOSITE N . m
1 THRESHOLD OUTSWING HERMA-TRU ALUM./WOOD 66 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM o 0
19 HEADER JAMB PINE SG>=0.42 WOOD a a
g 20 SIDE JAMB PINE SG>=0.42 WOOD
21 DEADBOLT-KWIKSETSIGNATURESERIES 780 STEEL m
27 LATCH STRIKE PLATE STEEL 1.42" 1.318" c>
28 D m
T PLATE STEEL r
m 32 DOOROOR BOTTOM
BOTTOM SWEEP PVC I a a_
33 INSWING THRESHOLD ALUM.COMP. "� �— o
N
O
0.554" d 4 z
s NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) o Ln
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9 UIE FRAME 1 EXT.U]E 2 INT.LITEoy
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INSWING QLTSWING O NEAD6SIDE CHK.BY: LFS 3
E 33 Threshold 18 Threshdd 19 20 Jamb DRAwwc NO.:
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FL-7640.1 0
SHEEP 9 OF 9 N
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