HomeMy WebLinkAboutPLANSTHERMAITRU 0
THERMA TRU DOORS
1 16 INDUSTRIAL DR., EDGERTON, OH 43517
SMOOTH STAR, FIBER CLASSIC St
CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
FIBERGLASS DOOR
INSWING/ OUTSWING
"IMPACT"
GENERALNOTES
1. This product has been evaluated and Is in compliance with the 61h Edition (20171 Florida Building Code (FBC)
structural requirements Including the "High Velocity Hurricane Zone" HVHZ).
2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
3. When used in the °HVHT'this product complies with Section 1626 of the Florida Building Code and does not
require an Impact resident covering.
4. When used in areas requhng wind bome debt protection this product compiles with FBC Sections 1609.12
& R3012.12 and does not require an Impact resistant covering. This product meets missile level'D" and
Includes Wind Zone 4 as defined in ASfM E1996 and FBC Sections 1609.122 8 R3012.1.2.1.
5. For2x stud framing construction, anchoring of fhese units shag be the same as that shown for2x buck
mosomyconshuction.
�I. Site condtions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing canfigurallons using coastal sill Item 84 meet water Infilfration requirements fw"HVHZ'.
B. Inswing configurations and oulswing configurations using threshold Item 95 do not meet the water infiltration
requirements for the'HVFT and shag be installed only in non -habitable areas a at habitable locations
protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill Is
less than 45 degrees.
SCANNED
BY
Lucie County
OVERA,I!:
DESIGN PRESSURE (PSF)
DOOR TYPE"
-SWING '-
POSITIVE;
NEGATIVE:
_
—DIMENSION
INSWING
37.75"x82.25"
+75.0
-75.0
SMOOTH
OUTSWING
37.75" x $0.75"
+80.0
-80.0
STAR
INSWING
37.75"x82.25"
+100.0
-100.0
CLASSIC
OUTSWING
I 37.75"x80.75'
+100.0
-100.0
CRAFT
CLASSIC
INSWING
37.75"x82.25"
+90.0
-90.0
CRAFT
OUTSWING
37.75"x80.75"
+90.0
-90.0
RUSTIC
INSWING
37.75"x82.25"
+75.0
-75.0
FIBER
OUTSWING
37.75"x80.7E
+80.0
-80.0
CLASSIC
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PART Oq
ASSEMBLY:
i
GD BUILDING CONSULT AN15.1
W P.O. Box 23D. Val,fro, FL 33595
HORIZONTAL
Phone
CROSS SEG710NS
No.: 813.859.9197
REVISIONS
PBPE CA No. 9813
®2009
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YYY Phone No.: 81].659.9/97
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DP r- BD pit 80<DP c IOD psi Mosonry2Xbuckc'onstruction
CONCRETEANCHOR NOTES:
1. Concrete anchorlocaffons at the comers maybe adjusted to maintain the min
edge distance to modarjoints.
2. Concrete anchorlocaHons noted as "MAX. ON CENTER"must be adjusted to
maintain the min. edge distance to modarloints, additional concrete anchors
may be required to ensure the MAX. ON CENIW dimension are not exceeded
Concrete anchor table:
:AIWC0Ov
ANCHOR
MIN
MINI CLEARANCE
MIN. CLEARANC
?
s
;'. iirPE
;:SIZE
EMBEDMENT
TO MASONRY
EDGE
TOADJACENF:
ANCHOR-i
3
TAPC No
IN
1.1/4"
2"
4°
£
ELCO a
14'
/
1.1/4°
1°
4°
ULTRACON
c WOODSCREWINSTALLAUON NOTES:
1. Mafnfain a minimum 518" edge distance, I -end doMnce, 8 1° o.c. spacing of
j wood screws to prevent the splitting of wood.
HINGE DETAIL
1J k
wuwea ru
FL-10537.1 _
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CONCRErEANCHOR NOTES:
11
o:
1. Concrete anchortocations at the comers maybe adjusted to maintain the min.
H
edge distance to morforloints.
L
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a
2. Concrete anchortocations noted as MAX. ON CENTER" must be adjusted to
12
i
4 maintain the min. edge distance to modarjofnts, additional concrete anchors
12
N
may be required to ensure the "MAX. ON CENTER" dimension am not exceeded.
^ ^
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3. Concrete anchor table:
H
L
_
ANCHOR ANCHOR MIN. MIN::C7£ARANC£.'MIM �GIEARANCE
^ N
'
i
TC�MASONRY TO ADJACENT ; 12
TYPE i 51ZR EMBEDMENT 12
0
EDGE ANCHOR:
RW
ouE: 2 24 09
suss: N.T.S. 9
'
® 1/4" 1•1/4" 2" 4"
TAPCON
HINGE DETAIL
m'
In9 m 3/11" 1.1/4" 3" 14/2'
iAPCON
W. F
�aK • W. LFS ?
°R^s W.:
WOOOSCREW INSTALLATION NOTES:
I.Maintain a minimum 5/8"edge distance, I- end distance, B. I"o.c. spacing of
FL-10537.1 u
wood screws to prevent the splitting of wood.
s>�r g u t g
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BILLOFMAIERIALS
ITEM
DESCRIPTION
MATERIAL
ITEM
DESCRIPTION
MATERIAL
A
1X BUCKSGZOM
WOOD
30
CLASSIC CRAFT RUSTIC DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS
B
2X BUCK SG 20.55
WOOD
31
DOOR SKIN 0.095THK. CC RUSTIC =6,ODD PSI MIN.
FIBERGLASS
C
MAX. 1/4"SHIM SPACE
32
TOP RAIL CLASSIC CRAFT RUSTIC
WOOD
D
I/4"X2-3/4'ELCO OR ITW CONCRETE SCREW
STEEL
33
LOCK &HINGE STILE CLASSIC CRAFT RUSTIC
WOOD/LVL
E
MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
34
BOTTOM RAIL CLASSIC CRAFT RUSTIC
COMP.
35
PANEL REINFORCEMENT 0.On' THK. CLASSIC CRAFT RUSTIC
STEEL
G
3/16'X3-1/4"ITW CONCRETE SCREW
STEEL
36
FOAM CORE
POLYURETHANE
H
1/4"X3-1X OW CONCRETE SCREW
STEEL
40
SMOOTH STAR DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS
-
J
1/4"X 33/4" TW CONCRETE SCREW
STEEL
41
DOOR SKIN 0.065'THK. SMOOTH STAR =6,000 PSI MIN.
FIBERGLASS
L
#10 X 2-1 /T PFH WOOD SCREW 1.15' MIN. EMBEDMENT
STEEL
42
TOP RAIL SMOOTH STAR
COMP.
I
INSWING ADJUSTABLE THRESHOLD (I5300AJ)ALUM./WOOD
43
LOCK STILE SMOOTH STAR
WOOD/LVL
2
INSWING THRESHOLD F6300HP5
ALUM./COMP.
44
HINGE STILE SMOOTH STAR
WOOD
3
INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M
ALUM./COMP.
45
BOTTOM RAIL SMOOTH STAR
COMP.
4
OUTSWING
COASTAL THRESHOLD
ALUM./WOOD
46
PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR
STEEL
5
OUTSWING
STANDARD THRESHOLD
ALUM./WOOD
47
FOAM CORE
POLYURETHANE
6
INSWING THRESHOLD
ALUM./COMP.
50
CLASSIC CRAFT DOOR- SEE DOOR PANEL DEFAILSHEET FOR DETAILS
7
DOOR BOTTOM SWEEP
VINYL
51
DOOR SKIN 0.095" THK. CLASSIC CRAFT) = 6,000 PSI MIN.
FIBERGLASS
' 8
JAMB PINE SG>=0.42 SMOOTH STAR, FIBER CLASSIC
WOOD
52
TOP RAIL CLASSIC CRAFT
COMP.
JAMB OAK SG>=0.67 CLASSICCRAFT&CCRUSTIC
WOOD
53
LOCK STILE CLASSIC CRAFT
WOOD/LVL
WEATHERSTRIP
FOAM
54
HINGESTILE CLASSIC CRA
WOOD/LVL
HINGE
STEEL
55
BOTTOM RAIL CLASSICCRAFT
COMP.
#10X3/4"PFH SCREW
STEEL
56
PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT
STEEL
#9 X &' PFH WOOD SCREW
STEEL
57
FOAM CORE
POLYURETHANE
f14
LATCH STRIKE PLATE
STEEL
60
FIBER CLASSIC DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS
SECURITY STRIKE PLATE
STEEL
61
DOOR SKIN 0.065"THK. FIBER CLASSIC = 6,000 PSI MIN.
FIBERGLASS
#8X 2-1/T PFH SCREW
STEEL
62
TOP RAIL FIBER CLASSIC
COMP.
#8 X 3/4"PFH SCREW
STEEL
63
LOCK SOLE FIBER CLASSIC
WOOD/LVL
KWIKSET PASSAGE LOCK- SIGNATURE SERIES
STEEL
64
HINGES11LE FIBER CLASSIC
WOOD
1 KWIKSET DEADBOLT- SIGNATURE SERIES 780
STEEL
65
1 BOTTOM RAIL FIBER CLASSIC
COMP.
66
PANEL REINFORCEMENT 0.W'THK. FIBER CLASSIC
STEEL
67
FOAM CORE
POLYURETHANE
r-- 5.75"
c 1
S RESHOLD
OutsWne stanEQE
LImo- 5.05'
I THRESHOLD
ImwNDa*stable
<"s1�-35.B3j�
L-
6 TH HOLD
nswing
ram. ®Prating=-/-M Pst
3 THRESH ID
R'svkg sallaQast
rimmilli.-.w...
I�-4.56"-�i�
9 R EAD A SIDE
Jamb
4 THRESHOLD
Dulswmo—,Ltal
FL-10537.1
t .
r
Unit #1503
(cenftr unit)
OPG1
0PG 1: ThermaTru RHIS, HVHZ, Smooth -Star
3-C X 6-8
Project Aeme: ��SStt LLuccle County License No.: 19�3633e� Scale: N.T.S.
sey Residence `7 �rIQ�CQ4�QKQ %IKG. oF7
Gee
9600 South Ocean D1 # 1 S03
Stuart. Pt 34957 $570 S.E. Dixie Hwy • Stuect. it 34997
ph: (954) $19-8890 (772) 286-0459 - gleaproEeaionels@9maH-G0M
SITE SPECIFIC FLOC, PLAN:
SCALE: N.T.S.
600 S. OCEAN DRIVE
165.0' MIN. BUILDING DIM.
BUILDING FOOTPRINT
PLAN VIEW
SCANNED
BY
St. Lucie County
UNIT #1503
N150 FT ABOVE GRADE
u
FLOOR PLAN AND UNIT LAYOUT
N
DESIGN°",XES:
FLORIDA BU1Wi,.G CODE SIXTH EDITION (2017) ASCE 7-10
Vult=170 MPH / Vasd=131.7 MPH (3 SECOND GUST), EXPOSURE'D', ENCLOSED STRUCTil
RISK CATEGORY=II, Kd=0.85, Kzt=1.0, KZ=TABLE 30.3-1, GCpi=+/-0.18
qh = 0.00256*Kz*Kzt*Kd*V*V _ - N
P = qh ((GCp)-(GCpi))
MRH=210', ZONE(S) AS NOTED, ROOF TYPE'MONOSLOPE', ROOF SLOPE 0.0° _
PRESSURES: NOTED BELOW
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS -O '.
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE -SPECIFIC DESIGN PRESSURES FOR THE REFERENCED,/ S/
STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND
PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY
OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES UNLESS
PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL
EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL
3. THIS CERTIFICATION APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE
THE CERTIFICATION OF WATER INFILTRATION OF FIRE SAFETY.
4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS
WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE,
THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO
RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN.
SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY
DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE
WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF
THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE
OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS.
S. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO
THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN.
6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT
COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION
AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR THE TYPE OF SEALANT TO BE SELECTED WHICH IS
OUTSIDE THE SCOPE OF THIS CERTIFICATION.
7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
8. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND
SHALL BE MINIMUM 1.SX THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR
EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND
NON -REACTIVE.
9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND
2.SxDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE.
10. ALL FASTENERS TO BE #12 X 3/4' OR GREATER 2024-T4, I8-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR
CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ALL APPLICABLE
FEDERAL,STATE, AND LOCAL CODES.
11. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN.
CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION.
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS
SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST &
DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM
ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL
CODES & FROM DEVIATIONS OF THIS PLAN.
13. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE
OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY
TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
* ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION
DESIGN INFORMATION:
MARK
QTY
W x H (in.)
ZONE
DESIGN
PRODUCT
PRODUCT MODEL
APPROVAL
PRESSURE (psf)
APPROVAL #
PRESSURE (psf)
1
(1)
36.00 x 80.00
4
+63.29 / -66.43
FL10537.1-R1
THERMATRU SMOOTH
+801-80
STAR DOOR
DRAWING NOTES:
WITH LEVEL OF ALTERATION I ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
STING BALCONIES WITH EXISTING 4T HIGH APPROVED GUARDS WHICH SHALL NOT
CONFORMING TO FBC
HAVE BEEN ULEUL nD USING WIDTH - HEIGHT/ 3(EFFECTIVE AREA -H'H/3)
P.E.
IS NO
SHEEP 1
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