EL-12-14Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 173209 Permit Number: EL- 1 -12 -14
Scheduled Inspection Date: May 10, 2012
Inspector: Devaney, Michael
Owner:
Job Address: 9190 NW 1 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: SKY ELECTRIC, INC.
Permit Type: Electrical - Residential
Inspection Type: Final
Work Classification: Addition /Alteration
Phone Number
Parcel Number 1131010160030
Phone: 305 -542 -0060
Building Department Comments
ELECTRICAL WORK INTERIOR REMODEL
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 168434. Label panel.
OUTSIDE g. f. i. TO BE t.p. /w.p..
A.C.C.U. max fuse 35 amp. has 40 amp..
/6)
SiL
kc-f7
May 09, 2012
For Inspections please call: (305)762 -4949
Page 15 of 25
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305). 762.4949
BUILDING
PERMIT A1313LICATION
FBC 20
Permit Type: ELECTRICAL
Permit No.
j
11, i 0 , _ .fit
Master Permit No. 401)-441
Owner's Name (Fee Simple Titleholder) .S/JDAl'f 1a tag teC Phone #
Owner's Address f 7 i2 rim / 4 t/?'
City p(Ade —C �t -�,` T r • State
Tenant/Lessee Name
Email j we S
Ycdr frcs !Sr 9
Zip ?T /�3
c∎ ri t Io/L • �y n.�
Job Address (where the ork is being done) 9 / 9 0 ti ("ti
City Miami Shores Village County Miami- -Dade Zip 3g/ S !�
.1i 3 I — Cie —00,
Phone #
Sf
OIt.t l -s/J nit S
FOLIO / PARCEL #
Is Building Historically Designated YES
NO
Contractor's Company Name SA' g 4 -acs f
Contractor's Address
9® /1 16-6? J
City /�� State ft.
Qualifier Name / C.444 -z 4,1,0 Phone #
State Certificate or Registration No. / &C f JOGsl- -76 Certificate of Competency No.
Flood Zone
Phone # 30 .) ' 2 °0 016 0
Zip 37/67
Contact Phone , Z °� G4 G E -mail ; 5kJ ?ID c 9 ,U' .f,V a (//w
Architect/Engineer's Name (if applicable) 5 e
Value of Work For this Permit $
Type of Work: DAdi. 'on
Describe Work:
FU-7)t Squ
0Alteratiox9ajAJ5
ew
ctVJi.41,0Phone # - 2 g g '-` ,
/ Linear Footage) i' Work:
Repair/Replace ❑ Demolition
Submittal
Notary $
Scanning $
Double Fee $
\'Si9i9u
• 'Ji9l�F"9tY7R�X�,QX7rfYQStx�a4�
as,ww.! +R fruisei,n nic,,
y
Structural Review. $
* * * * ** ** Fees************* * * * * * * * * * * * * * * * * ** * * * * * * * * * * * **
2 /Go
/f- -iCF $
Training/Education Fee $
Radon $ DPBR $
Violation date:
Total Fee Now Due $ 94E11-
See Reverse side —1•
CO /CC $
Technology Fee $
Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a re- inspection fee will be charged.
Signature - Signa
er or Agent
Contrac
The foregoing ins ' ent was acknowledged before me this The foregoing instrument was • • l owledged before me this (9...
day of b1j 20 /) , by :3-ek S ���/ . ' , day of 20 1 2., by 1((1 rJl 14)4-5
who is personally known to me or who has produced r)( who is personally known to me or who has produced
1)50 1..) - LK5 ? (4 U As iden fication alnd hw o' did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
P
L
My Commission Expires: _ _ My
:i tii'irt JAMAL L SCOTT 1
." MY COMMISSION # EE076226 � My Comm. Emma Mar 31. 2015
J
(407) 398-0153 arideNotaaServlce.com /c/Z4./
APPROVED BY ,): ; f Plans Examiner
NOTARY : LIC:
Sign:
Print:
REDRINA S. EDMONDSON"
Notary Public - State of Flow
Engineer
(Revised 07 /10 /07)(Revised 06/10/2009)
Zoning
'Clerk checked
Charles. C■ Mitchell
CONSULTING ENGINEER
�% P.E. 11127
F AT1cNAL ANALYSIS AND
...:...::..::
ENGINEERING DESIGN
CALCULATIONS COMPLY WITH
FLORIDA ADMINISTRATIVE CODE
SECTION 6 1 G 1 5-23
NEW WINDOWS AND DOORS
AT 91 90 NW 1 AVE.
MIAMI SHORES,FLORIDA
CHARLES C. MITCHELL
P .E. IF 1 1 1 Z7
SEAL:
(r %v
PAGES 1 TO 4
WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Analysis by: Charles C. Mitchell Company Name:
Description: 9190 NW 1 Ave, Miami Shores FL
User Input Da
Structure Type
Basic Wind Speed (V) 146
Struc Category (I, II, III, or I 11
Exposure (B, C, or D) C
Struc Nat Frequency (n1) 1
Slope of Roof 3.0
Slope of Roof (Theta) 14.0
Type of Roof Hipped
Kd (Directonality Factor) 0.85
Eave Height (Eht) 10.83
Ridge Height (RHt) 15.50
Mean Roof Height (Ht) 13.16
Width Perp. To Wind Dir (B 40.00
Width Paral. To Wind Dir (1 52.00
Building
mph
Hz
:12
Deg
ft
ft
ft
ft
ft
Calculated Parameters
Type of Structure
Height/Least Horizontal Dim
0.33
Flexible Structure
No
fated Parameters
Importance Factor 1 1
Hurricane Prone Region (V >100 mph)
Table 6 -2 Values
Alpha =
zg =
9.500
900.000
At =
Bt =
0.105
1.000
Bm =
0.650
c=
0.200
1=
500.00
ft
Epsilon =
Zmin =
0.200
15.00
ft
Gust Factor Category 1: Rigid Structures - Simplified Method
Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85
Gust Factor Category II: Rigid Structures - Complete Analysis
Zm
Zmin
15.00
ft
Izm
Cc * (33/z) ^0.167
0.2281
Enclosed Buildings
Lzm
_
I *(zm /33) ^Epsilon
427.06
ft
Q
(1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5
0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm))
0.9247
0.8854
Gust2
Gust Factor Summary
G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used
1 0.851
Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi
Condition
Gc • 1
Max +
Max -
Open Buildings
0.00
0.00
Partially Enclosed Buildings
0.55
-0.55
Enclosed Buildings
0.18
-0.18
Enclosed Buildings
0.18
1 -0.18
Developed by Meca Enterprises, Inc. Copyright 2006
11/1/2011
Page No. 1 of 4
WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
6.5.12.2.1 Design Wind Pressure - Buildings of All Heights
Elev
Kz
Kzt
qz
Pressure (Ib /ft^2)
Windward WaII*
0
Kht
Ib /ft^2
+GCpi
-GCpi
15.5
0.85
1.00
39.65
19.87
34.05
15
0.85
1.00
39.37
19.69
33.86
Figure 6 -6 - External Pressure Coefficients, Cp
Loads on Main Wind -Force Resisting Systems (Method 2)
L
z
Theta.
h
L
Variable
Formula
Value
(/nits
Kh
2.01 *(15 /zg) ^(2/Alpha)
0.85
Kht
Topographic factor (Fig 6-4)
1.00
Qh
.00256 *(V) ^2 *I *Kh *Kht *Kd
39.37
psf
Khcc
Comp & Clad: Table 6 -3 Case 1
0.85
Qhcc
.00256 *V ^2 *I *Khcc *Kht *Kd
39.37
psf
Wail Pressure Coefficients, Cp
Surface
Cp
Windward Wall (See Figure 6.5.12.2.1 for Pressures)
0.8
Roof Pressure Coefficients, Cp
Roof Area (sq. ft.)
Reduction Factor
1.00
Calculations for Wind Normal to 40 ft Face
Additional Runs may be req'd for other wind directions
Cp Pressure (psf)
GCpi -GCpi
Leeward Walls (Wind Dir Normal to 40 ft wall)
Leeward Walls (Wind Dir Normal to 52 ft wall)
Side Walls
-0.44
-0.50
-0.70
-21.81
-23.82
-30.52
-7.64
-9.65
-16.34
Roof - Wind Normal to Ridge (Theta > =10)
Windward - Min Cp
Windward - Max Cp
Leeward Normal to Ridge
Overhang Top (Windward)
Overhang Top (Leeward).
Developed by Meca Enterprises, Inc. Copyright 2006
- for Wind Normal to 40 ft face
-0.54
-0.04
-0.46
-0.54
-0.46
-25.24
-8.35
-22.50
-18.16
-15.41
-11.07
5.82
-8.32
-18.16
-15.41
11/1/2011
Page No. 2 of 4
WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77
Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 52 ft face
Dist from Windward Edge: 0 ft to 26.32 ft - Max Cp
Dist from Windward Edge: 0 ft to 6.58 ft - Min Cp
Dist from Windward Edge: 6.58 ft to 13.16 ft - Min Cp
Dist from Windward Edge: 13.16 ft to 26.32 ft - Min C
Dist from Windward Edge: > 26.32 ft
-0.18
-0.90
-0.90
-0.50
-0.30
-13.11
-37.21
-37.21
-23.82
-17.13
1.06
-23.03
-23.03
-9.65
-2.95
Kh =
Kht =
Qh =
Theta =
* Horizontal distance from windward edge
Figure 6 -10 - External Pressure Coefficients, GCpf
Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft
2.01 *(15 /zg) ^(2/Alpha)
Topographic factor (Fig 6 -2)
0.00256*(V)A2*ImpFac*Kh*Kht*Kd
Angle of Roof
0.85
1.00
= 39.37
14.0 Deg
Trans rs n
Torsionid Load
Wind Pressures on Main Wind Force Res
sting System
Surface
GCpf
+GCpi
-GCpi
qh
(psf)
Min P
(ps
Max P
(psf)
1
0.48
0.18
-0.18
39.37
11.73
25.91
2
-0.69
0.18
-0.18
39.37
-34.26
-20.08
3
-0.44
0.18
-0.18
39.37
-24.25
-10.08
4
-0.37
0.18
-0.18
39.37
-21.81
-7.64
5
-0.45
0.18
-0.18
39.37
-24.81
-10.63
6
-0.45
0.18
-0.18
39.37
-24.81
-10.63
1E
0.72
0.18
-0.18
39.37
21.42
35.59
2E
-1.07
0.18
-0.18
39.37
-49.22
-35.04
3E
-0.63
0.18
-0.18
39.37
-31.74
-17.56
4E
-0.56
0.18
-0.18
39.37
-28.98
-14.80
* p = qh * (GCpf - GCpi)
Developed by Meca Enterprises, Inc. Copyright 2006
11/1/2011
Page No. 3 of 4
WINDO5 v1 -1
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Figure 6 -11 - External Pressure Coefficients, GCp
Loads on Components and Cladding for Buildings w/ Ht <= 60 ft
a=
4 =_>
a
Hipped Roof
7 < Theta < =27
4.00 ft
Double Click on any data entry line to receive a help Screen
Component
width
(ft)
Span
(ft)
Area
(ft^2)
Zone
GCp
Wind Press (Ib /ft^2)
Max
Min
Max
Min
window 1
3.08
4.16
12.81
4
0.98
-1.08
45.71
-49.65
window E1
3.08
4.16
12.81
4
0.98
-1.08
45.71
-49.65
window E1
3.08
4.16
6.65
5
1.00
-1.40
46.46
-62.21
window E2
3.08 '
3.16
9.73
4
1.00
-1.10
46.46
-50.40
window E3
3.08
2.16
6.65
4
1.00
-1.10
46.46
-50.40
window E3
3.08
2.16
6.65
5
1.00
-1.40
46.46
-62.21
Door 1
3
6.67
20.01
4
0.95
- 1.05
44.37
-48.30
Door 2
3
6.67
20.01
_
4
0.95
- 1.05
44.37
-48.30
Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs.
Developed by Meca Enterprises, Inc. Copyright 2006
11/1/2011
Page No. 4 of 4
•
FORM 1100A -08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: Pann Residence Builder Name: TBD
Street: 9190 NW 1st Ave Permit Office: Miami
City, State, Zip: Miami Shores , Fl , 33150- Permit Number. NA
Owner: Mr James Pann Jurisdiction: 232600
Design Location: FL, Miami
1. New construction or existing Existing (Projected
2. Single family or multiple family Single-family
3. Number of units, if multiple family 2
4. Number of Bedrooms 3
5. Is this a worst case? No
6. Conditioned floor area (ft2) 1487
7. Windows(365.3 sqft.) Description Area
a. U- Factor: Sgl, U =1.03 365.29 ft2
SHGC: SHGC =0.29
b. U- Factor: N/A ft2
SHGC:
c. U- Factor: N/A ft2
SHGC:
d. U- Factor: N/A ft2
SHGC:
e. U- Factor: N/A ft2
SHGC:
8. Floor Types (1486.0 sqft.) Insulation Area
a. Slab -On -Grade Edge Insulation R =0.0 1486.00 ft2
b. N/A R= ft2
c. N/A R= ft2
9. Wall Types (1426.0 sqft.) Insulation Area
a. Concrete Block - Int Insul, Exterior R =4.1 1319.80 ft2
b. Concrete Block - Int Insul, Adjacent R =4.1 106.25 ft2
c. N/A R= ft2
d. N/A R= ft2
10. Ceiling Types (1363.8 sqft.) Insulation Area
a. Under Attic (Unvented) R =30.0 1363.80 ft2
b. N/A R= ft2
c. N/A R= ft2
11. Ducts
a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6,175 ft2
12. Cooling systems
a. Central Unit Cap: 36.2 kBtu/hr
SEER: 15.5
13. Heating systems
a. Electric Strip Heat Cap: 24.0 kBtu/hr
COP: 1
14. Hot water systems
a. Electric Cap: 50 gallons
EF: 0.95
b. Conservation features
None
15. Credits Pstat
Glass /Floor Area: 0.246 Total As -Built Modified Loads: 38.13 PASS
Total Baseline Loads: 49.23
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
/
PREPARED BY: �1� ��
{i 1C41
Review of the plans and 0° 824,
specifications covered by this
calculation indicates compliance y r �n f
,�„ asa,s'
with the Florida Energy Code. _ �.
Before construction is completed'.
_
-
,•
:x
DATE. if- of- I1
this building will be inspected for r
compliance with Section 553.908
Florida Statutes.
' '
BUILDING OFFICIAL.
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OWNER/AGENT.
DATE.
DATE.
10/28/2011 8:59 PM EnergyGauge® USA - FlaRes2008
Page 1 of 6
10/28/2011 8:59 PM EnergyGauge® USA - FlaRes2008
Page 2 of 6
PROJECT
Title:
Building Type:
Owner:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New /Existing:
Comment:
Pann Residence
FLAsBuilt
Mr James Pann
2
TBD
Miami
232600
Single- family
Existing (Projected)
Bedrooms: 3
Conditioned Area: 1487
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Adress Type:
Lot #
Block/SubDivision:
PlatBook:
Street:
County.
City, State, Zip:
Street Address
9190 NW 1st Ave
Miami -Dade
Miami Shores ,
FI, 33150 -
CLIMATE
/
V Design Location TMY Site
IECC Design Temp
Zone 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Miami FL MIAMI_INTL AP 1 51 90
75
70 149.5
56 Low
FLOORS
V#
Floor Type
Perimeter Perimeter R -Value
Area
Joist R -Value
Tile Wood Carpet
1
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
Slab -On -Grade Edge Insulation
36.33 ft 0
0.01 ft 0
6.8333 ft 0
17.75 ft 0
42.5 ft 0
7.083 ft 0
0.01 ft 0
10.667 ft 0
32 ft 0
70 ft2
241 ft2
202 ft2
339 ft2
240 ft2
125 ft2
27 ft2
42 ft2
200 ft2
0 0 1
0 0 1
1 0 0
1 0 0
0 0 1
1 0 0
0.5 0 . 0.5
0.5 0 0.5
0 0 1
2
3
4
5
6
7
8
9
ROOF
V/ #
Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
Deck
Tested Insul.
Pitch
1
Hip Flat tile/slate
1533 ft2 0 ft2 Light
0.96
No 30
14 deg
ATTIC
#
Type Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic Unvented 0
1487 ft2
N N
10/28/2011 8:59 PM EnergyGauge® USA - FlaRes2008
Page 2 of 6
10/28/2011 8:59 PM
EnergyGauge® USA - FlaRes2008
Page 3 of 6
CEILING
V#
Ceiling Type R -Value
Area Framing Frac
Truss Type
1
Under Attic (Unvented) 30
200 ft2 0.11
Wood
2
Under Attic (Unvented) 30
42 ft2 0.11
Wood
3
Under Attic (Unvented) 30
27 ft2 0.11
Wood
4
Under Attic ( Unvented) 30
125 ft2 0.11
Wood
5
Under Attic ( Unvented) 30
240 ft2 0.11
Wood
6
Under Attic (Unvented) 30
339 ft2 0.11
Wood
7
Under Attic (Unvented) 30
79.83 ft2 0.11
Wood
8
Under Attic (Unvented) 30
241 ft2 0.11
Wood
9
Under Attic (Unvented) 30
70 ft2 0.11
Wood
WALLS
/
Cavity Sheathing
Framing Solar
�/
#
Omt Adjacent To Wall Type
R -Value Area R -Value
Fraction Absor.
1
N Exterior Concrete Block - Int Insul
4.1 107.25 ft2 0.06
0 0.75
2
E Exterior Concrete Block - Int Insul
4.1 127.0833 0.06
0 0.75
3
S Exterior Concrete Block - Int Insul
4.1 61.11111 0.06
0 0.75
4
N Exterior Concrete Block - Int Insul
4.1 38.88888 0.06
0 0.75
5
N Exterior Concrete Block - Int Insul
4.1 69.44444 0.06
0 0.75
6
E Exterior Concrete Block - Int Insul
4.1 153.4722 0.06
0 0.75
7
W Exterior Concrete Block - Int Insul
4.1 150.6944 0.06
0 0.75
8
E Exterior Concrete Block - Int Insul
4.1 31.94444 0.06
0 0.75
9
S Exterior Concrete Block - Int Insul
4.1 111.1111 0.06
0 0.75
10
E Exterior Concrete Block - Int Insul
4.1 116.6666 0.06
0 0.75
11
S Exterior Concrete Block - Int Insul
4.1 118.75 ft2 0.06
0 0.75
12
W Exterior Concrete Block - Int Insul
4.1 44.44444 0.06
0 0.75
13
S Exterior Concrete Block - Int Insul
4.1 31.94444 0.06
0 0.75
14
W Exterior Concrete Block - Int Insul
4.1 156.9444 0.06
0 0.75
15
N Garage Concrete Block - Int Insul
4.1 106.25 ft2 0.06
0 0.01
DOORS
V#
Omt Door Type
Storms U -Value
Area
1
E Insulated
None 0.460000
22.77777
2
N Insulated
None 0.460000
22.77777
WINDOWS
Orientation shown is the entered, asBuilt orientation.
/
Overhang
V
#
Omt Frame Panes NFRC U- Factor SHGC
Storms Area Depth Separation
Int Shade Screening
1
N Metal Low -E Single Yes 1.03 0.29
N 29.29166 2 ft 0 In 2 ft 0 in
HERS 2006 None
2
E Metal Low -E Single Yes 1.03 0.29
N 25.69444 2 ft 0 In 2 ft 0 in
HERS 2006 None
3
N Metal Low -E Single Yes 1.03 0.29
N 6.680555 2 ft 0 In 2 ft 0 in
HERS 2006 None
4
N Metal Low -E Single Yes 1.03 0.29
N 19.52777 2 ft 0 in 2 ft 0 in
HERS 2006 None
10/28/2011 8:59 PM
EnergyGauge® USA - FlaRes2008
Page 3 of 6
10/28/2011 8:59 PM
EnergyGauge® USA - FlaRes2008 Page 4 of 6
WINDOWS
Orientation shown is the entered, asBuilt orientation.
/
V
# Omt Frame
Panes NFRC U- Factor SHGC Storms
Overhang
Area Depth Separation
Int Shade
Screening
5 W Metal
6 E Metal
7 S Metal
8 E Metal
9 E Metal
10 S Metal
11 S Metal
12 W Metal
13 W Metal
14 W Metal
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
Low -E Single Yes 1.03 0.29 N
29.29166 2 ft 0 in 2 ft 0 in
25.69444 2 ft 0 in 2 ft 0 in
12.84722 2 ft 0 in 2 ft 0 in
51.38888 2 ft 0 in 2 ft 0 in
38.54166 2 ft 0 in 2 ft 0 in
25.69444 2 ft 0 in 2 ft 0 in
12.84722 2 ft 0 in 2 ft 0 in
6.680555 2 ft 0 in 2 ft 0 in
41.11111 2 ft 0 in 2 ft 0 in
40 ft2 2 ft 0 in 2 ft 0 in
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
HERS 2006
None
None
None
None
None
None
None
None
None
None
INFILTRATION & VENTING
/
V
Method
SLA CFM 50 ACH 50 ELA EgLA
- Forced Ventilation -
SupplyCFM Exhaust CFM
Run Time
Fraction
Fan
Watts
Default
0.00036 1404 6.83 77.1 145.0
100.0 cfm 0.0 cfm
0
0
GARAGE
V#
Floor Area
Ceiling Area Exposed Wall Perimeter
Avg. Wall Height Exposed Wall Insulation
1 304.1388 ft2
304.1388 ft2 48 ft
8 ft
4.1
COOLING SYSTEM
V
# System Type
Subtype Efficiency
Capacity Air Flow
SHR
Ducts
1 Central Unit
Split SEER: 15.5
36.2 kBtu/hr 1086 cfm
0.71
sys #1
HEATING SYSTEM
V
# System Type
Subtype Efficiency
Capacity Ducts
1 Electric Strip Heat
None COP: 1
24 kBtu/hr sys #1
HOT WATER SYSTEM
V#
System Type
EF Cap
Use SetPnt
Conservation
1 Electric
0.95 50 gal
60 gal 120 deg
None
SOLAR HOT WATER SYSTEM
V
FSEC Collector
Cert # Company Name System Model # Collector Model # Area
Storage
Volume
FEF
None None
ft2
10/28/2011 8:59 PM
EnergyGauge® USA - FlaRes2008 Page 4 of 6
DUCTS
/ — Supply — — Retum — Air Percent
V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF
1 Attic 6 175 ft2 Interior 10 ft2 Default Leakage Interior (Default) c (Default) %
TEMPERATURES
Programable Thermostat. Y Ceiling Fans:
Cooling RI Jan Feb [X] Mar A r (X] Ma
Heating Jan 7XC Feb [X] Mar pX Apr [X] May
Ventin Jan [[�Xl1 Feb [X] Mar [[�X]] Apr [[XX]] May
Jun [X] Jul [[XX]] Au Se
C Jun [X] Jul [X] Au(C Sep
[[�X]] Jun [X] Jul [[XX]] Aug [[�X]] Sep
Oct ((XX]] Nov
p Oct [X] Nov
(7(1 Oct [(XX]] Nov
Dec
Dec
Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (W EH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
10/28/2011 8:59 PM
EnergyGauge® USA - FlaRes2008 Page 5 of 6
1
FORM 1100A -08
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: 9190 NW 1st Ave
Miami Shores, FI, 33150-
PERMIT #: NA
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area.
'...-
Exterior & Adjacent Walls
NI106.AB.1.2
Caulk, gasket, weatherstrip or seal between: windows /doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top /bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
4q
1
Floors
NI106.AB.1.2
Penetrations /openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
'r'
Ceilings
NI106.AB.1.2
Between walls & ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
✓
Recessed Lighting Fixtures
NI 106.AB.1.2
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
''
Multi -story Houses
NI106.AB.1.2
Air barrier on perimeter of floor cavity between floors.
NA
Additional Infiltration reqts
NI106.AB.1.3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
✓
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
NI112.AB.3
Comply with efficiency requirements in Table NI112.ABC.3
Switch or clearly marked circuit breaker (electric) or cutoff (gas)
must be provided. External or built -in heat trap required.
✓
Swimming Pools & Spas
NI112.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non - commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78 %.
Heat pump pool heaters shall have a minimum COP of 4.0.
4q
1
Shower heads
N1112.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
N A
Air Distribution Systems
N1110.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section NI 110.AB.
Ducts in unconditioned attics: R -6 min. insulation.
✓
HVAC Controls
NI107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
✓
Insulation
N1104.AB.1
N1102.B.1.1
Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both
sides. Common ceiling & floors R -11.
1/
10/28/2011 8:59 PM
EnergyGauge® USA - FlaRes2008
Page 6 of 6
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 77
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows*'
a. U- Factor:
SHGC:
b. U- Factor.
SHGC:
c. U- Factor: N/A
SHGC:
d. U- Factor: N/A
SHGC:
e. U- Factor. N/A
SHGC:
Description
SgI, U =1.03
SHGC =0.29
N/A
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
9190 NW 1st Ave, Miami Shores, FI, 33150-
Existing (Projected
Single - family
2
3
No
1487
Area
365.29 ft2
Insulation Area
R =0.0
R=
R=
ft2
ft2
ft2
ft2
1486.00 ft2
ft2
ft2
9. Wall Types
a. Concrete Block - Int Insul, Exterior
b. Concrete Block - Int Insul, Adjacent
c. N/A
d. N/A
10. Ceiling Types
a. Under Attic (Unvented)
b. N/A
c. N/A
Insulation
R =4.1
R =4.1
R=
R=
Insulation
R =30.0
R=
R=
Area
1319.80 ft2
106.25 ftz
ft2
ft2
Area
1363.80 ft2
ft2
ft2
11. Ducts
a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6,175 ft2
12. Cooling systems
a. Central Unit
13. Heating systems
a. Electric Strip Heat
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City /FL Zip:
Cap: 36.2 kBtu/hr
SEER: 15.5
Cap: 24.0 kBtu/hr
COP: 1
Cap: 50 gallons
EF: 0.95
Pstat
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
'Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge® USA - FlaRes2008
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 77
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, If multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows""'
a. U- Factor:
SHGC:
b. U- Factor:
SHGC:
c. U- Factor: N/A
SHGC:
d. U- Factor: N/A
SHGC:
e. U- Factor: N/A
SHGC:
Description
Sgl, U =1.03
SHGC =0.29
N/A
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
9190 NW 1st Ave, Miami Shores, FI, 33150-
Existing (Projected
Single - family
2
3
No
1487
Area
365.29 ft2
ft2
ft2
ft2
ft2
Insulation Area
R =0.0 1486.00 ft2
R= ft2
R= ft2
9. Wall Types
a. Concrete Block - Int Insul, Exterior
b. Concrete Block - Int Insul, Adjacent
c. N/A
d. N/A
10. Ceiling Types
a. Under Attic (Unvented)
b. N/A
c. N/A
Insulation Area
R =4.1 1319.80 ft2
R =4.1 106.25 ft2
R= ft2
R= ft2
Insulation Area
R =30.0 1363.80 ft2
R= ft2
R= ft2
11. Ducts
a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 175 ft2
12. Cooling systems
a. Central Unit
13. Heating systems
a. Electric Strip Heat
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City /FL Zip:
Department of Community Affairs at (850) 487 -1824.
Cap: 36.2 kBtu/hr
SEER: 15.5
Cap: 24.0 kBtu/hr
COP: 1
Cap: 50 gallons
EF: 0.95
Pstat
"""`Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge® USA - FlaRes2008
Residential System Sizing Calculation
Summary
Project Title:
Pann Residence
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
10/28/2011
Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft) Temp Range(L)
Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.)
Load
Winter design temperature(MJ8 99 %) 50 F
Summer design temperature(MJ8 99 %) 90
F
Winter setpoint
70
F
Summer setpoint 75
F
Winter temperature difference
20
F
Summer temperature difference 15
F
Total heating load calculation
19016
Btuh
Total cooling load calculation 35942
Btuh
Submitted heating capacity % of calc Btuh
Submitted cooling capacity % of calc
Btuh
Total (Electric Strip Heat) 126.2 24000
Sensible (SHR = 0.71) 103.0
25702
529
Btuh
Duct loss
Latent 95.5
10498
Btuh
Subtotal
Total sensible gain
Total 100.7
36200
WINTER CALCULATIONS
Winter Heating Load (for
Load component
Load
Load
Window total 365 sqft
Window total
365 sqft
7525
Btuh
Wall total
1015 sqft
3003
Btuh
Door total
46 sqft
419
Btuh
Ceiling total
1364 sqft
467
Btuh
Floor total
See detail report
3615
Btuh
Infiltration
24 cfm
529
Btuh
Duct loss
Btuh
1259
Btuh
Subtotal
Total sensible gain
16817
Btuh
Ventilation
100 cfm
2200
Btuh
TOTAL HEAT LOSS
Btuh
19016
Btuh
Summer Cooling Load (f
SUMMER CALCULATIONS
Load component
Load
Window total 365 sqft
10576
Btuh
Wall total 1015 sqft
2252
Btuh
Door total 46 sqft
629
Btuh
Ceiling total 1364 sqft
93
Btuh
Floor total
0
Btuh
Infiltration 104 cfm
1709
Btuh
Internal gain
7150
Btuh
Duct gain
890
Btuh
Sens. Ventilation 100 cfm
1650
Btuh
Blower Load
0
Btuh
Total sensible gain
24949
Btuh
Latent gain(ducts)
364
Btuh
Latent gain(infiltration)
4085
Btuh
Latent gain(ventilation)
3943
Btuh
Latent gain(intemal/occupants /other)
2600
Btuh
Total latent gain
10992
Btuh
TOTAL HEAT GAIN
35942
Btuh
8th Edition
EnergyGauge® System Sizi
PREPARED BY: /h •
DATE: 14. 0 t 4l
EnergyGauge® / USRFZB v2.8
System Sizing Ca c i ataons - Slimmer
Residential Load - Room by Room Component Details
Mr James Pann Project Title:
9190 NW 1st Ave Pann Residence
Miami Shores, Fl 33150-
Reference City: Miami, FL
10/28/2011
Temperature Difference: 15.0F(MJ8 99 %) Humidity difference: 58gr.
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hgt
Window Area(sqft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
1
2
1 NFRC 0.29, 1.03 B-L No N
1 NFRC 0.29,1.03 B-L No E
Window Total
2.0ft.
2.0ft.
2.0ft.
2.0ft.
29.3 0.0 29.3
25.7 0.0 25.7
55 (sqft)
18
18
18
33
536 Btuh
857 Btuh
1393 Btuh
Walls
1
2
3
Type U -Value R -Value Area(sqft)
Cav /Sheath
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 78.0
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 101.4
Concrete BIk,Hollow - Ext 0.15 4.1/0.1 61.1
Wall Total 240 (sqft)
HTM
2.2
2.2
2.2
Load
173 Btuh
225 Btuh
136 Btuh
533 Btuh
Ceilings
Type /Color /Surface U -Value
R -Value Area(sqft)
HTM
Load
1
Unvented Attic/Light/TIIe 0.017
Ceiling Total
30.0/30.0 200.0
200 (sqft)
0.07
14 Btuh
14 Btuh
Floors
9
Type
Slab On Grade
Floor Total
R -Value Size HTM
0.0 200 (ft- perimeter) 0.0
200.0 (sqft)
Load
0 Btuh
0 Btuh
Zone Envelope Subtotal:
1941 Btuh
Infiltration
Type ACH Volume(cuft) Wall Ratio
SensibleNatural 0.70 1650 0.24
CFM=
24.5
Load
405 Btuh
Internal
gain
Occupants Btuh/occupant
0 X 230 +
Appliance
900
Load
900 Btuh
Sensible Envelope Load:
3245 Btuh
Duct load
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
129 Btuh
Sensible Zone Load
3374 Btuh
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hgt
Window Area(sqft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
3
1 NFRC 029,1.03 B-L No N
Window Total
2.0ft. 2.0ft.
6.7 0.0 6.7
7 (sgft)
18 18
122 Btuh
122 Btuh
Walls
4
Type U -Value R -Value Area(sqft) HTM
Cav /Sheath
Concrete BIk,Hollow - Ext 0.15 4.1/0.1 32.2 2.2
Wall Total 32 (sqft)
Load
71 Btuh
71 Btuh
Ceilings
Type /Color /Surface U -Value R -Value Area(sqft) HTM
Load
2
Unvented Attic/Light/Tile 0.017 30.0/30.0 42.0 0.07
Ceiling Total 42 (sqft)
3 Btuh
3 Btuh
EnergyGauge®/ USRFZB v2.8
Page 1
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL MIAMI_INTL AP
Pann Residence
10/28/2011
Floors
8
Type R -Value Size HTM
Slab On Grade 0.0 42 (ft- perimeter) 0.0
Floor Total 42.0 (sqft)
Load
0 Btuh
0 Btuh
3
Zone Envelope Subtotal:
197 Btuh
Infiltration
Type ACH Volume(cuft) Wall Ratio CFM=
SensibleNatural 0.70 347 0.03 3.3
Load
54 Btuh
Internal
gain
Occupants Btuh /occupant Appliance
0 X 230 + 0
Load
0 Btuh
Infiltration
Sensible Envelope Load:
251 Btuh
Duct Toad
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
10 Btuh
Sensible Zone Load
261 Btuh
Component Loads for Room/Zone
Master L
Ceilings
Type /Color /Surface U -Value R -Value Area(sqft) HTM
Load
3
Unvented Attic/Light/Tile 0.017 30.0/30.0 27.0 0.07
Ceiling Total 27 (sqft)
2 Btuh
2 Btuh
Floors
7
Type R -Value Size HTM
Slab On Grade 0.0 27 (ft- perimeter) 0.0
Floor Total 27.0 (sqft)
Load
0 Btuh
0 Btuh
Zone Envelope Subtotal:
2 Btuh
Infiltration
Type ACH Volume(cuft) Wall Ratio CFM=
SensibleNatural 0.70 223 0.00 0.0
Load
0 Btuh
Internal
gain
Occupants Btuh/occupant Appliance
0 X 230 + 0
Load
0 Btuh
Sensible Envelope Load:
2 Btuh
Duct load
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
0 Btuh
Sensible Zone Load
2 Btuh
EnergyGauge® / USRFZB v2.8
Page 2
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL_MIAMI_INTL AP
Pann Residence
10/28/2011
Component L
oorn /Zon
Kitche
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hqt
Window Area(sqft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
4
1 NFRC 0.29, 1.03 B-L No N
Window Total
2.0ft. 2.0ft.
19.5 0.0 19.5
20 (sqft)
18
18
357 Btuh
357 Btuh
Walls
5
Type U -Value R -Value Area(sqft)
Cav /Sheath
Concrete BIk,Hoilow- Ext 0.15 4.1/0.1 49.9
Wall Total 50 (sqft)
HTM
2.2
Load
111 Btuh
111 Btuh
Ceilings
Type /Color /Surface U -Value
R -Value Area(sqft)
HTM
Load
4
Unvented Attic/Light/Tile 0.017
Ceiling Total
30.0/30.0 125.0
125 (sqft)
0.07
9 Btuh
9 Btuh
Floors
6
Type R -Value Size HTM
Slab On Grade 0.0 125 (ft- perimeter) 0.0
Floor Total 125.0 (sqft)
Load
0 Btuh
0 Btuh
Wall Total 98 (sqft)
Zone Envelope Subtotal:
477 Btuh
Infiltration
Type ACH
SensibleNatural 0.70
Volume(cuft) Wall Ratio
1031 0.05
CFM=
5.1
Load
84 Btuh
Internal
gain
Occupants
1
Btuh/occupant
X 230 +
Appliance
2000
Load
2230 Btuh
Load
6
Sensible Envelope Load:
2791 Btuh
Duct load
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
111 Btuh
Sensible Zone Load
2902 Btuh
Component Load;
Room /Zone #9: Luring Roam
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hgt
Window Area(sqft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
8
11
1 NFRC 0.29,1.03 B-L No E
1 NFRC 0.29, 1.03 B-L No S
2.0ft. 2.0ft.
2.0ft. 2.0ft.
51.4 0.0 51.4
12.8 12.8 0.0
18 33
18 20
1714 Btuh
235 Btuh
Window Total
64 (sqft)
1949 Btuh
Walls
Type U-Value R -Value Area(sqft) HTM
Load
Cav /Sheath
6
Concrete BIk,Hollow- at 0.15 4.1/0.1 79.3 2.2
176 Btuh
13
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 19.1 2.2
42 Btuh
Wall Total 98 (sqft)
218 Btuh
Doors
Type Area (sqft) HTM
Load
1
Insulated - Exterior 22.8 13.8
314 Btuh
Door Total 23 (sqft)
314 Btuh
Ceilings
Type /Color /Surface U -Value R -Value Area(sqft) HTM
Load
6
Unvented Attic/Light/Tile 0.017 30.0/30.0 339.0 0.07
23 Btuh
Ceiling Total 339 (sqft)
23 Btuh
EnergyGauge® / USRFZB v2.8
Page 3
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL_MIAMI_INTL AP
Pann Residence
10/28/2011
Floors
4
Type R -Value Size HTM
Slab On Grade 0.0 339 (ft- perimeter) 0.0
Floor Total 339.0 (sqft)
Load
0 Btuh
0 Btuh
Window Area(sgft)
Gross Shaded Unshaded
Zone Envelope Subtotal:
2505 Btuh
Infiltration
Type ACH Volume(cuft) Wall Ratio CFM=
SensibleNatural 0.70 2805 0.10 10.0
Load
166 Btuh
Internal
gain
Occupants Btuh/occupant Appliance
2 X 230 + 900
Load
1360 Btuh
Walls
14
15
Sensible Envelope Load:
4031 Btuh
Duct load
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
160 Btuh
4191 Btuh
Load
16 Btuh
16 Btuh
Sensible Zone Load
Component Loads for Room /Zone 1O: Family Room
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hgt
Window Area(sgft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
13
14
1 NFRC 0.29, 1.03 B -L No W
1 NFRC 0.29, 1.03 B-L No W
Window Total
2.0ft. 2.0ft.
2.0ft. 2.0ft.
41.1 0.0 41.1
40.0 0.0 40.0
81 (sqft)
18 33
18 33
1371 Btuh
1334 Btuh
2706 Btuh
Walls
14
15
Type U -Value R -Value Area(sqft) HTM
Cav /Sheath
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 75.8 2.2
Concrete BIk,Hollow - AdJ 0.15 4.1/0.1 83.5 2.2
Wall Total 159 (sqft)
Type Area (sqft) HTM
Insulated - Garage 22.8 13.8
Door Total 23 (sqft)
Load
168 Btuh
185 Btuh
353 Btuh
Load
314 Btuh
314 Btuh
Doors
2
Ceilings
5
Type /Color /Surface U -Value R -Value Area(sqft) HTM
Unvented Attic/Light/Tile 0.017 30.0/30.0 240.0 0.07
Ceiling Total 240 (sqft)
Load
16 Btuh
16 Btuh
Floors
5
Type R -Value Size HTM
Slab On Grade 0.0 240 (ft- perimeter) 0.0
Floor Total 240.0 (sqft)
Load
0 Btuh
0 Btuh
Zone Envelope Subtotal:
3390 Btuh
EnergyGauge® / USRFZB v2.8
Page 4
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL_MIAMI_INTL AP
Pann Residence
10/28/2011
Infiltration
Type ACH
SensibleNatural 0.70
Volume(cuft) Wall Ratio CFM=
1980 0.16 16.3
Load
268 Btuh
Internal
gain
Occupants
2
Btuh/occupant Appliance
X 230 + 0
Load
460 Btuh
2.0ft.
2.0ft.
2.0ft.
2.0ft.
2.Oft.
2.0ft.
29.3 0.0 29.3
25.7 0.0 25.7
12.8 12.8 0.0
68 (sqft)
Sensible Envelope Load:
4118 Btuh
Duct load
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.)
Type U -Value R -Value Area(sqft)
Cav /Sheath
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 121.4
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 6.3
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 98.3
Wall Total 226 (sqft)
Type /Color /Surface U -Value R -Value Area(sqft)
(DGM of 0.040)
164 Btuh
Ceilings
8
Unvented Attic/Light/rile 0.017
Ceiling Total
Sensible Zone Load
4282 Btuh
Component
Loadsjfor 1
.00mlZone°#11: Bedroom, 2'.
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hgt
Window Area(sgft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
5
6
7
1 NFRC 0.29, 1.03 B-L No W
1 NFRC 0.29, 1.03 B-L No E
1 NFRC 029, 1.03 B-L No S
Window Total
2.0ft.
2.0ft.
2.0ft.
2.0ft.
2.Oft.
2.0ft.
29.3 0.0 29.3
25.7 0.0 25.7
12.8 12.8 0.0
68 (sqft)
18
18
18
33
33
20
977 Btuh
857 Btuh
235 Btuh
2069 Btuh
Walls
7
8
9
Type U -Value R -Value Area(sqft)
Cav /Sheath
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 121.4
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 6.3
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 98.3
Wall Total 226 (sqft)
Type /Color /Surface U -Value R -Value Area(sqft)
HTM
2.2
2.2
2.2
HTM
Load
269 Btuh
14 Btuh
218 Btuh
501 Btuh
Load
Ceilings
8
Unvented Attic/Light/rile 0.017
Ceiling Total
30.0/30.0 241.0
241 (sqft)
0.07
17 Btuh
17 Btuh
Floors
2
Type
Slab On Grade
Floor Total
R -Value Size HTM
0.0 241 (ft- perimeter) 0.0
241.0 (sqft)
Load
0 Btuh
0 Btuh
Zone Envelope Subtotal:
2587 Btuh
Infiltration
Type ACH Volume(cuft) Wall Ratio
SensibleNatural 0.70 1988 0.22
CFM=
23.1
Load
380 Btuh
Internal
gain
Occupants Btuh/occupant
0 X 230 +
Appliance
900
Load
900 Btuh
Sensible Envelope Load:
3867 Btuh
Duct load
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
154 Btuh
Sensible Zone Load
4021 Btuh
EnergyGauge® / USRFZB v2.8
Page 5
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL MIAMI_INTL AP
Pann Residence
10/28/2011
Component Loads.,
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hgt
Window Area(sqft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
12
1 NFRC 029, 1.03 B-L No W
Window Total
2.Oft. 2.0ft.
6.7 0.0 6.7
7 (sqft)
18
33
223 Btuh
223 Btuh
Walls
12
Type U -Value R -Value Area(sqft)
Cav /Sheath
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 37.8
Wall Total 38 (sqft)
HTM
2.2
Load
84 Btuh
84 Btuh
Ceilings
Type /Color /Surface U -Value
R -Value Area(sqft)
HTM
Load
9
Unvented Attic/Light/Tile 0.017
Ceiling Total
30.0/30.0 70.0
70 (sqft)
0.07
5 Btuh
5 Btuh
Floors
1
Type R -Value Size HTM
Slab On Grade 0.0 70 (ft- perimeter) 0.0
Floor Total 70.0 (sqft)
Load
0 Btuh
0 Btuh
Zone Envelope Subtotal:
311 Btuh
Infiltration
Type ACH
SensibleNatural 0.70
Volume(cuft) Wall Ratio
583 0.04
CFM=
3.9
Load
64 Btuh
Internal
gain
Occupants
0
Btuh/occupant
X 230 +
Appliance
400
Load
400 Btuh
Sensible Envelope Load:
775 Btuh
Duct load
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
31 Btuh
Sensible Zone Load
806 Btuh
Componten
na
fc
RoomlZonie .
€droo
Window
Type*
Panes SHGC U InSh IS Omt
Overhang
Len Hgt
Window Area(sqft)
Gross Shaded Unshaded
HTM
Shaded Unshaded
Load
9
10
1 NFRC 0.29, 1.03 B-L No E
1 NFRC 0.29, 1.03 B-L No S
Window Total
2.0ft. 2.0ft.
2.0ft. 2.0ft.
38.5 0.0 38.5
25.7 25.7 0.0
64 (sqft)
18 33
18 20
1286 Btuh
470 Btuh
1756 Btuh
Walls
10
11
Type U-Value R -Value Area(sqft) HTM
Cav /Sheath
Concrete BIk,Holiow- Ext 0.15 4.1/0.1 78.1 2.2
Concrete BIk,Hollow- Ext 0.15 4.1/0.1 93.1 2.2
Wall Total 171 (sqft)
Load
173 Btuh
206 Btuh
380 Btuh
Ceilings
Type /Color /Surface U -Value R -Value Area(sqft) HTM
Load
7
Unvented Attic/Light/Tile 0.017 30.0/30.0 79.8 0.07
Ceiling Total 80 (sqft)
5 Btuh
5 Btuh
Floors
3
Type R -Value Size HTM
Slab On Grade 0.0 202 (ft- perimeter) 0.0
Floor Total 202.0 (sqft)
Load
0 Btuh
0 Btuh
EnergyGauge® / USRFZB v2.8
Page 6
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL_MIAMI_INTL AP
Pann Residence
10/28/2011
EnergyGauge® / USRFZB v2.8 Page 7
Zone Envelope Subtotal:
2141 Btuh
Infiltration
Type ACH Volume(cuft) Wall Ratio CFM=
SensibleNatural 0.70 1667 0.17 17.5
Load
288 Btuh
Internal
gain
Occupants Btuh/occupant Appliance
0 X 230 + 900
Load
900 Btuh
Sensible Envelope Load:
3329 Btuh
Duct Toad
Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.040)
132 Btuh
Sensible Zone Load
3462 Btuh
EnergyGauge® / USRFZB v2.8 Page 7
Mr James Pann
9190 NW 1st Ave
Miami Shores, Fl 33150-
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL_MIAMI_INTL AP
Pann Residence
10/28/2011
WHOLE HOUSE TOT4
Whole House
Totals for Cooling
Sensible Envelope Load All Zones
Sensible Duct Load
Total Sensible Zone Loads
Sensible ventilation
Blower
Total sensible gain
Latent infiltration gain (for 58 gr. humidity difference)
Latent ventilation gain
Latent duct gain
Latent occupant gain (5 people @ 200 Btuh per person)
Latent other gain
Latent total gain
TOTAL GAIN
22410 Btuh
890 Btuh
23300 Btuh
1650 Btuh
0 Btuh
24949 Btuh
4085 Btuh
3943 Btuh
364 Btuh
1000 Btuh
1600 Btuh
10992 Btuh
35942 Btuh
EQUIP,,.,
1. Central Unit
Rheem #14AJM036
36200 Btuh
*Key. Window types (Panes - Number and type of panes of glass)
(SHGC - Shading coefficient of glass as SHGC numerical value)
(U - Window U- Factor)
(InSh - Interior shading device: none(No), BlInds(B), Draperies(D) or Roller Shades(R))
- For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
(IS - Insect screen: none(N), Full(F) or Half( .4))
(Omt - compass orientation)
Version 8
EnergyGauge® / USRFZB v2.8 Page 8
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Nu -Vue Industries, Inc.
1055 East 29th Street
Hialeah, FL 33013
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -290I FAX (305) 372 -6339
www.miamidade.gov/buildinacode
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur
immediately revoke, modify, or suspend the use of such pro l
reserves the right to revoke this acceptance, if it is determin
Division that this product or material fails to meet the require —spe
This product is approved as described herein, and has been desi
Code, including the High Velocity Hurricane Zone.
e� expense fch testing and the AHJ may
r ma en i; t i'thin their jurisdiction. BORA
by is - ade County Product Control
oft e applicable building code.
with the Florida Building
DESCRIPTION: Series AB, NVSTA, NVHTA, NV`'„ 1, , an NVHC -37 Wood Connectors
APPROVAL DOCUMENT: Drawing No. NU -1, titled' Truss and `Thp Plate Anchors ", sheets 1 through 4
of 4, dated 02/18/08, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing
the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 03-0224.10 and consists of this page 1 and evidence page E-1, as well
as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
APPROVED
qir 6/13frt?
NOA No. 08- 0325.02
Expiration Date: May 22, 2013
Approval Date: June 5, 2008
Page 1
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1"1'ED
A. DRAWINGS
1. Drawing No. NU 1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated
02/18/08, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.
B. TESTS
Test reports on wood connectors per ASTM D1761-88 by Product Testing, Inc., signed and
sealed by C. R. Caudel, P.E.
Report No. Wood Connector
1. 05 -5195A AB -5
2. 05 -5196A AB -7
3. 04 -4995 NVTHJ -26
4. 04 -4996 NVTHJ -28
5. 05 -5612 IKE -1
6. 06 -5622 IKE -2
7. 04 -4908 NVTT
8. 03 -4631 NVTT
9. 08 -6711 NVHC -37
Load Direction
F1 and F2
F1 and F2
Upward
Upward
Upward, L1 and L2
Upward, L1 and L2
Upward and Ll
Upward and L1
Upward, Ll and L2
Date
06/03/05
06/11/05
01/31/05
01/31/05
03/20/06
05/01/06
07/21/04
06/21/04
03/14/08
C. CALCULATIONS
1. Shear value of common wire nails and steel plate tensile calculations, prepared by
Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/08, signed and sealed by Vipin
N. Tolat, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Code conformance letters, issued by Product Testing, Inc., signed and sealed by C. R.
Caudel, P.E.
G. OTHER
1. Notice of Acceptance No. 03- 0224.10, issued to Nu -Vue Industries, Inc., approved on
04/17/03 and expiring on 05/22/08.
Ca os Utrera, P.E.
Product Control Examiner
NOA No. 08-0325.02
Expiration Date: May 22, 2013
Approval Date: June 5, 2008
E -1
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has beers reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material" within their jurisdiction.
BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD -650" Outswing Aluminum French Door w/Sidelites — N.I.
APPROVAL DOCUMENT: Drawing No. 8000 -12, titled "Alum. French Door & Side Lites, Non -
Impact", sheets 1 through 11 of 11, dated 12/30/04, with revision C dated 01/25/10, prepared by the
manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: None.
LIMITATIONS: Miami Dade County Product Control Approved Shutters Or Protection Devices Shall Be Required.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section.of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 07- 0103.01 and consists of this page 1 and evidence pages E -1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.uov/buildins;code
MAMI DADE COUNTY
APPROVED
NOA No. 09- 1028.09
Expiration Date: March 24, 2015
Approval Date: February 10, 2010
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 8000 -12, Sheets 1 through 11 of 11, titled "Alum. French Door & Side
Lites, Non - Impact", dated 12/30 /04 with revision C dated 01/25/10, prepared by
manufacturer, signed and sealed by Lucas A. Turner, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94,
5) Cyclic Wiiid Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum doors of XXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4450, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA #05- 0107.01)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum doors of OXXX
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL- 4451, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA #05- 0107.01)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum doors of XXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL -4452, dated 12/14/04, signed and sealed by Edmundo Largaesp . E.
(Submitted under previous NOA #05- 0107.01)
E -1
anuel ' = ez ` .E.
Product Contr ner
NOA No. ! ' - ' 28.09
Expiration Date: March 24, 2015
Approval Date: February 10, 2010
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test,
2) Uniform Static Air Pressure Test,
3) Water Resistance Test,
4) Forced Entry Test, per SFBC 3603.2 (b)
along with marked -up drawings and installation diagram of an aluminum sliding glass
door using a low sill threshold, glazed with 3/16" temp. glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report Na. FTL -5967, dated 05/07/09,
signed and sealed by Julio E. Gonzalez, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2007,
dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E.
Complies with ASTM E1300 -02/04
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert
L. Clark, P.E.
2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by
Robert L. Clark, P.E.
3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration
Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo
Largaespada, P.E.
4. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq
Chanda, P.E.
G. OTHER
1. Notice of Acceptance No. 07- 0103.01, issued to POT Industries for their Series FD-
650 Aluminum French Door w /Sidelites, approved on 03/15/07 and expiring on
03/24/10.
E -2
Manuel Per
Product Control
NOA No. 09 ! ; .09
Expiration Date: March 24, 2015
Approval Date: February 10, 2010
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode
Nu -Vue Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC
reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors.
APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24
and NVUH, NVRT and NVTH', dated 02/13/03, with last revision on 07/19/06, prepared by Nu -Vue
Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control
revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 05- 0701.04 and consists of this page 1 and evidence pages El and E2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 08-0326.11
Expiration Date: August 21, 2013
Approval Date: May 22, 2008
Page 1
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and
NVUH, NVRT and NVTH", dated 02/13/03 with last revision on 07/19/06, prepared by
Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA No. 05- 0701.04"
B. TEST
Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed
and sealed by C. R. Caudel, P.E. and S. E. Black, P.E.
Report No. Wood Connector Direction Date
1. PT 02 -4073 NVTA Upward 11/06/02
2. PT 02 -4075 NVTA Upward 11/07/02
3. PT 02 -4074 NVTA Upward 11/06/02
4. PT 02 -3938 NVTA Upward 08/06/02
5. PT 03 -4177 NVRT36 Upward 02/03/03
6. PT 03 -4202 NVRT36 -T Upward 02/19/03
7. PT 03 -4271 NVRT36 -T Upward 03/27/03
8. PT 03 -4270 NVRT24 -T Upward 03/27/03
9. PT 02 -4095 NVUH26 Up & Downward 01/17/03
10. PT 02 -4096 NVBH24 Up &Downward 12/03/02
11. 31- 22456.0002 NVTA & NVTAS Lateral 07/06/02
12. PT 04 -4698 NVTH24 Upward Parallel/Perpendicular 04/15/04
13. PT 04 -5036 NVTH24 Upward Load 12/10/04
C. CALCULATIONS
Report of Design Capacities prepared by V.
Product Model No. of Paces
1. NVBM24 7 through 8
2. NVRT 9 through 14
3. NVTA & NVTAS 1 through 6
4. NVTA & NVTAS 1 through 14
5. NVRT 15 through 15
"Submitted under NOA No. 04- 1202.01"
N. Tolat, P.E.
Date Signature
05/05/03 V. N. Tolat, P.E
05/05/03 V. N. Tolat, P.E.
05/05/03 V. N. Tolat, P.E.
02/06/03 V. N. Tolat, P.E.
07/07/03 V. N. Tolat, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
1
52,p
arlos M. IItiera P.E.
Product Control Examiner
NOA No: 08-0326.11
Expiration Date: August 21, 2013
Approval Date: May 22, 2008
E -1
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EMATERIAL CERTIFICATIONS
E. STATEMENTS
1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on
03/26/03 signed and sealed by V. N. Tolat, P.E.
"Submitted under NOA No. 04-1202.01"
2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04
and signed by C. F. Font, P.E.
"Submitted under NOA No. 04-1202.01"
G. OTHER
1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc., approved on
09/14/06 and expiring on 08/21/08.
E -2
eg
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No: 08-0326.11
Expiration Date: August 21, 2013
Approval Date: May 22, 2008
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.maimidade.Rov/buildinecode,
Nu -Vue Industries, Inc.
1055 E. 29 Street
Hialeah, Florida 33013
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miaini Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the. Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Wood Connectors.
APPROVAL DOCUMENT: Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate
Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", sheets 1 through 3 of 3, dated
07/10/03, with last revision # 3 dated 04/27/05, prepared by Nu -Vue Industries, Inc., signed and sealed by
Vipin N. Tolat, P.E., bearing the Miami Dade County Product Control renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA hall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 05- 0516.01 and consists of this page 1 and evidence page E -1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 08- 0828.02
Expiration Date: January 1, 2014
Approval Date: October 23, 2008
Page 1
11
�1
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors,
NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", sheets 1 through
3 of 3, dated 07/10/03, with last revision # 3 dated 04 /27/05, prepared by Nu -Vue
Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 05-0516.01"
B.
TESTS
Test reports on wood connectors per ASTM D
and sealed b.y C. R. Caudel, P.E.
Report No. Wood Connector
1. PT # 03 -4303 NVTP4
2. PT # 03 -4343 NVTP4H
3. PT # 03 -4344 NVTP4
4. PT # 03 -4345 NVTP4H
5. PT # 03 -4349 NVS0236
6. PT # 03 -4357 NVS0236
7. PT # 03 -4358 NVJH24
8. PT # 03 -4385 NVJH26
9. PT # 03 -4386 NVS0236
10. PT # 03 -4387 NVJH28
"Submitted under NOA # 03- 0730.03"
1761 by Product Testing, Inc., signed
Direction
Upward
Upward
Upward
Upward
Up & Down
Up & Down
Up & Down
Up & Down
Up & Down
Up & Down
Date
04/21/03
05/05/03
05/01/03
05/02/03
05/19/03
05/20/03
05/30/03
05/30/03
05/13/03
05/30/03
C. CALCULATIONS
1. Report of Design Capacities, dated 07/22/03, sheets 1 through 13 of 13, prepared,
signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 03- 0730.03"
2. Report of Design Capacities, dated 0713 /05, sheets 1 through 5 of 5, prepared, signed
and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 05- 0516.01"
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E -1
JpM
Carlos M. Utrera, P.E.
roduct Control Examiner
NOA No. 08- 0828.02
Expiration Date: January 1, 2014
Approval Date: October 23, 2008
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENT
1. Statement letter of code conformance, no financial interest and no change of product,
dated 08/21/08, issued, signed and sealed by Vipin N. Tolat, P.E.
G. OTHER
1. Notice of Acceptance No. 05- 0516.01, issued to Nu -Vue Industries, Inc., approved on
09/29/05 and expiring on 01/01/09.
olz-h?
Carlos M. Utrera, P.E.
oduct Control Examiner
NOA No. 08- 0828.02
Expiration Date: January 1, 2014
Approval Date: October 23, 2008
E -2
MIAMI E
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Jeld -Wen, Inc.
31725 Highway 97 North
Chiloquin, OR 97624
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: The Jeld -Wen Series "Alum Clad" — Outswing Wood French Doors
APPROVAL DOCUMENT: Drawing No. JWC0032, titled "Aluminum Clad Wood Outswing French Door"
Sheets 1 through 8 of 8, prepared by manufacture dated 06/21/06 and last revised on 06-27 -2007, signed and
sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice
of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: ".Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official
This NOA revises NOA # 07- 0205.02 (# 06- 0719.06) and consists of this page 1 and evidence pages E -1, as well
as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
v
q //
NOA No 07- 0314.01
Expiration Date: February 11, 2012
Approval Date: July 26, 2007
Page 1
,Teld -Wen. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from files # 07- 0205.02)
1. Manufacturer's die drawings and sections.
2. Drawing No. JWC0032, titled "Aluminum Clad Wood Outswing French Door"
Sheets 1 through 8 of 8, prepared by manufacture dated 06/21/06 and last revised on
06 -27 -2007, signed and sealed by Eric S. Nielsen, P.E.
B. TESTS (transferred from files # 06- 0719.06 (# 03- 0224.06))
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94
Along with marked -up drawings and installation diagram of outswing wood French doors,
prepared by Architectural Testing Lab, Test Report No. 61976.01- 301 -18 dated 03- 24 -06,
signed and sealed by Joseph A. Reed, P.E and 03- 31369.01 dated 03 -15 -02 & 03- 31369.02
dated July 22,2000, signed and sealed by Steven M. Urich, P.E
C. CALCULATIONS (transferred from files # 07- 0205.02)
1. Anchor verification calculations complying w/ FBC 2004, dated 03/01/07, prepared by
PTC, signed & sealed by Eric S. Nielsen, P.E.
2. Anchor verification calculations complying w/ FBC 2004, dated 9/12/06 and last
revised on 09 -14-06, prepared, signed & sealed by L. Roberto Lomas, P.E.(transferred
from files # 07- 0205.02)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06- 1205.01 issued to E.I. DuPont DeNemours for their "Sentry
Glass Plus ®" expiring on 01/14/2008.
F. STATEMENTS (transferred from files # 07- 0205.02)
1. Statement letter of conformance & no financial interest, dated 03/01/07, signed by
Eric S. Nielsen, P.E.
2. Statement letter of conformance & no financial interest, dated 07/13/06, signed by L.
Roberto Lomas, P.E.
3. Lab compliance statement as part of above test reports.
G. OTHER .
1. This NOA revises NOA No. 07- 0205.02 (# 06- 0719.06), issued to Jeld -Wen, which was
originally issued under NOA # 03 -0224.06 to Pozzi Window Company for Aluminum
Clad Wood Outswing Door, expiring on 2/11/07.
2. Letter of acquisition of Pozzi Window by 7eld -Wen Inc., dated July 06, 2006, signed
by David G. Stork (Jeld -Wen Inc.)
E -1
Isk4 t. 01.4.41,
gI.Chanda,P.E.
Product Control Examiner
NOA No 07- 0314.01
Expiration Date: February 11, 2012
Approval Date: July 26, 2007
18 Gauge Angle Clips.
AB -7
AB-5
Typical Installation
Product
Code
Dimensions (inches)
Fastener Schedule
Alowable Loads (lbs)
Wl
W2
L
Header
Joist
Fl
F2
AB5
14
25X6
5
3- l0dxl5X"
3- 10dx1Y2"
511
595
AB7
1X
25X6
7
4-10dx134"
4- 10dx1W"
582
794
Notes: Nail wider angle leg to Joist and Shorter leg to Header.
GENERAL NOTES:
1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and aminimum
galvanized coating of G 60 per ASTM A525.
2. Allowable loads are based on National Desing specifications (NDS) for wood construction,
2001/2005 Edition.
3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for
other species shall be adjusted accordingly.
4. Common wire nail values are based on NDS table 11P, G=0.55 and have been reduced for
Penetration Depth factor P /10D.
5. Allowable loads for wind uplift have already been increased by a duration factor of 60% for
anchor nail. Load values shown are without 33% steel stress increase.
6. Allowable loads for more than a single connection cannot be added together. A design load
which is divided into components in the direction given must be evaluated as follows:
Actual Uplift + Actual Ll + Actual L2 < -1.0
Allowable Uplift Allowable Ll Allowable L2
7. Allowable loads are based on 132" thick wood members unless otherwise noted.
8. All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC. Concrete for
tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete
masonry shall comply with ASTM C90.
9. All tests have been conducted in accordance with ASTM D -1761.
VIPIN N. TOLAT, PE (CIVIL)
FL REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
PRODUCT REVISED
as complying watts flodia
Mang Cello
AcceptanceNo0, 3 -.
Cr!i"
Pro Matra!
Nu —Vue Industries, �.
1053 -1059 East 29 Street
Hialeah, Florida 33013
(305) 694 -0397
Fax: (305) 694 -0398
TRUSS AND TOP PLATE ANCHORS
DWG #:
NU -1
Sheet
1 of 4
Date:
Feb 18,
2,008
Revisions:
Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces.
The strap is made of 14 gauge steel and the seats of 20 gauge steel.
UPLIFT
Assembly
Product
Code
Dimension
H
(inches)
Total No.
of Fasteners
in Strap
10d x 13"
Total No. of
Fasteners in
20 GA. Seat
10d x 1%"
Allowable Loads (lbs)
U lift 6
p
Ll 6
L2 6
NVSTAI2
12
5
6
1046
700
1049
6
6
1141
760
1144
NVSTA16
16
7
6
1236
823
1239
NVSTA20
20
8
6
1331
887
1335
9
6
1426
950
1430
NVSTA22
22
2259
NVSTA24
24
Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel
plates to resist lateral and uplift forces. The seats are made of 20 gauge steil
1"
UPLIFT
Assembly
Product
Code
Dimension
H
(inches)
Total No.
of Fasteners
in two Straps
10d x 1i"
Total No. of
Fasteners in
20 GA. Seat
10d x 1 %"
Allowable Loads (lbs)
6
Uplift
5
Uplift
Li
L2
NVHTA12
12
10
6
1506
1766
1050
1450
12
6
1695
1987
1181
1631
NVHTA16
16
14
6
1883
2208
1312
1812
NVHTA20
20
16
6
2071
2429
1444
1994
18
6
2259
2649
1575
2175
NVHTA22
22
Notes: PRODU CT
1. Nails are necessary in straps and seat to achieve, desing 1oat "? veld
2. See note 6, sheet 1 for combined loading. Acceptance No Q,
ExtirittinallgteA
NVHTA24
24
.
4. For general notes, see sheet 1.
5. For higher uplift loads, concrete shall be 3000 psi.
6. Based on min. 2500 psi concrete.
VIPIN N. TOLAT, PE (CIVIL)
FL REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
the Re
Nu —Vue modes, inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
(305) 694-0397
Fax: (305) 694 -0398
TRUSS AND TOP PLATE ANCHORS
DWG #:
NU -1
Sheet
2 of
Date:
Feb 18,
2,008
Revisions:
12 Gauge NVTHJ Truss Hip & Jack Hanger
NVTHJ -26 as shown
NVTHJ -28 similar
U.S Patent No. 4,964,253
c
Jack
1 -2x
20G Stud Plate Ties
IKE -1
( ISOMETRIC)
l
Typ,
Produce}
Code
Allowable Loads (lbs) S. Pine
Nail Schedule
Loads
Header
Nails 16d
(e)
Hip Nail 10d
Jack Nail 10d
a
b
total
c
d
total
1%
1478
16
4
3
7
2
3
5
NVT HJ26
NVTHJ28
1931
20
5
4
9
2
3
5
NVTHJ -28 as shown
NVTHJ -26 similar
Note: For 1 -2x members
10dx1Y" nails can be used
IKE -1
UPLIFT
IKE -2
TYPICAL IKE1
INSTALATION
Product
Code
Dimensions (inches)
Fasteners
Allowable Loads (lbs)
W
A
L
Stud
Plate
Uplift
Ll
L2
IKE 1
1%
5
3%
6-10d
4-10d
787
337
337
IKE 2
1%
653
3%
6-10d
7 -10d
932
451
318
PRODUCT REVISED
es complying wads) Florida
Banding Code
Acceptance No / :-O
Elm► ►,:. . IFF,1
By
Division
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX .77068
Product Control
Nu -Vue Industries, Inc.
1053 -1059 Ease. 29 Street
Hialeah, Florida 33013
(305) 694-0397
Fax: (305) 694-0398
TRUSS AND TOP PLATE ANCHORS
DWG #.
NU -1
Sheet:
3 of 4
Date:
Feb 18,
2,008
Revisions:
18 Gauge NVTT Sanibel Truss Strap
Product
Code
Dimensions (mches)
Fasteners Schedule
Allowable Loads (lbs)
W
B
H
L
Truss
Top Plates
Ho
Uplift
Li
NVTT 1
146
1%
14
13
2- 10dx1W"
6-10d
----
968
543
116
1%
14
13
2- lOdx1W
6-T "
1584
465
NV1T -2
---
1. 1- 10dx13" nail is placed on each side of the Truss and 3- 10dnails in each leg are placed in
two top plates.
2. 3 - 1 / 4 " d i a . x 1 " long, we ant ins are placed in each leg and into the hollow
concrete masonry. Maintain Sr edge distance from top of the block and spacing of 3"
between
tapccms•
NVIT 1 and;
UPLIFT
NVTT 1 As Shown
NVT7 -2 Similar except commas masonry with
ands instead of Wood Plates sad nails.
18 Gauge NVHC 37 SWAY Grip Clip (520)
1' 4
UPLIFT
VIPIN N. TOLAT. PE (CIVIL)
FL REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
L4
PRODUCT REVISED
B comPlYies wick the Maids
ilding Code
Maven= No ` R 1 .02
Espirieion a �.,1 i+;
'ls'
ProduetCcetrol
Nu -Vue Ines, Ina.
1053 -1059 East 29 Street
Hialeah, Florida 33013
(305) 694-0397
Fax: (305) 694 -0398
TRUSS AND TOP PLATE ANCHORS
DWG #:
NU -1
Sheet:
4 of 4
Date:
Feb 18,
2,008
Revisions:
Nail Schedule
Allowable Design Loads (lbs)
Product Code
won
ar Header Plate
ar S Joiind st
Uplift
Li
L2
NVHC 37
5 Way Clip
y C .p
16-8d or
16-10d
12-8d or
mad
702
60
637
UPLIFT
VIPIN N. TOLAT. PE (CIVIL)
FL REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
L4
PRODUCT REVISED
B comPlYies wick the Maids
ilding Code
Maven= No ` R 1 .02
Espirieion a �.,1 i+;
'ls'
ProduetCcetrol
Nu -Vue Ines, Ina.
1053 -1059 East 29 Street
Hialeah, Florida 33013
(305) 694-0397
Fax: (305) 694 -0398
TRUSS AND TOP PLATE ANCHORS
DWG #:
NU -1
Sheet:
4 of 4
Date:
Feb 18,
2,008
Revisions:
GENERAL NOTES: OUTSWING NON-IMPACT FRENCH DOOR(S) AND SIDE LITE (S).
1. GLAZING OPTIONS:
A 3/16" TEMPERED GLASS
B. 7/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/2" AIR SPACE.
2. DESIGN PRESSURES: (SEE TABLES 1, 2 AND 3, SHEET 2)
AA. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02.
3. CONFIGURATIONS: xis XX, XO, OX, XXX, XXO, OXX, OXO, XX,,, XX, XXXO, O�XXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE.
AMY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE X DOORS OR A DOUBLE XL( DOOR, BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL. THE FRENCH
DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND
O UNITS TO MAKE THE ABOVE CONFIGURATIONS.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10.
5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY.
6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE
INTERIOR AND EXTERIOR WITH CONTRACTOR SEALANT.
7 REFERENCES: TEST REPORTS FTL -4450, FTL -4451, FTL -4452, FTL -4921 AND FTL -5967.
ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION
ADM -2005 ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
r_ 3/16" TEMPERED GLASS
EXTERIOR
Op Dela
F.K 1w10/09
Rendis
Plead
J.R.
Dow
R/G
5/8" GLASS
BITE
t
---41 OR 5,A
Oft
009
ban
01/25/10
GLAZING DETAIL
MONOLITHIC GLASS
SETTING BLOCK
Roviolow REVISE ANCHORAGE, ADD SWUM AND ALTERNATE TOP& BO 7OMR.4IL.
A REVISE NOTES IL 4 AND 7,ADD NOTE S.
UPDATED BUILDING CODE AICODESIGN MANUAL YEARS
ADDED TEST REPORT.
:
0
fievisionW
0
7/8" NOM.
3/16" TEMPERED GLASS ---'-
1/2" AIR SPACE
3/16" TEMPERED GLASS
5/8" GLASS
BITE
EXTERIOR
+41 OR 53e
GLAZING DETAIL
I.G. GLASS
SETTING BLOCK
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES 1
CONFIGURATIONS 1
GLAZING DETAILS 1
DESIGN PRESSURES 2
ELEVATIONS 3
VERT. SECTIONS 4
HORIZ. SECTIONS 5
PARTS LIST 6
EXTRUSIONS 7 -8
ANCHORAGE 9 -11
PRODUCT REVARD
eatuptring mob. IRtaskIP
Baran Cog,
ERpirsitten
NO CHANGES THIS won:
Date: ��
Dab:
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BQX 1529
NOKOMIS, FL 34274
GENERAL NOTES, GLAZING DETAILS AND MAP
ALUM. FRENCH DOOR & SIDE LITES, NON- IMPACT
FULL
a� a 11
8000-12
C
Robert L. Clark, P.E.
PE #39712
Structural
TABLE 1. COMPARATIVE ANALYSIS: OUTSWING DOORS
GLASS A. 3/16" TEMPERED GLASS
zOPTIONS: B. 7/8" I.G. (3116 "T, AIR SPACE, 3 /16 "T)
8
DOOR
WIDTH
20 25"
DOOR HEIGHT
TABLE 3. COMPARATIVE ANALYSIS: NARROW JAMB SIDE LITE
GLASS A. TEMPERED GLASS
OPTIONS: B. 7/8" I.G. (3/16"T, AIR SPACE, 3/16 9')
68 - 79 3/4"
+100.0 -145.0
70- 833/4"
+100.0 -145.0
87 3/4"
+100.0 -145.0
91 3/4"
+100.0 -145.0
80- 953/4"
+100.0 - 139.5
SIDE LITE
WIDTH
SIDE LITE HEIGHT
6 "- 793/4"
7 "- 833/4"
87 3/4"
91 314"
80- 983/4"
10 11/16"
+100.0 -145.0
100.0 -145.0
+100.0 -145.0
100.0 -145.0
+100.0 -145.0
X
27"
+100.0 -145.0
+100.0 -145.0
+100.0 -144.2
+100.0 -136.9
+100.0 -130.3
13 11/16"
+100.0 -145.0
+100.0 -145.0
+100.0 -145.0
100.0 -145.0
+100.0 -145.0
X
29"
+100.0 -145.0
+100.0 -143.4
+100.0 -135.7
+100.0 -128.7
+100.0 -122.4
16 11116"
+100.0 -145.0
+100.0 -145.0
+100.0 -145.0
+100.0 -145.0
+100.0 -145.0
X
26 31"
+100.0 -144.2
+100.0 -135.8
+100.0 -128.3
+100.0 -121.6
+100.0 -116.6
19 11/16"
+100.0 -145.0
100.0 -145.0
+100.0 -145.0
100.0 -145.0
+100.0 -145.0
X
28 33"
+100.0 -126.7
+100.0 -126.7
X
36"
+100:0 -112.2
+100.0 -112.2
+100.0 -122.0
+100.0 -115.5
+100.0 -109.7
21 11/16"
+100.0 -145.0
+100.0 -145.0
100.0 -145.0
100.0 -145.0
+100.0 -145.0
+100.0 -112.2
+100.0 -110.2
+100.0 -104.6
2411116"
+100.0 -145.0
100.0 -145.0
+100.0 -145.0
100.0 -144.9
+100.0 -137.9
X
30 37I
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
3011116"
+100.0 -142.9
+100.0 -135.3
+100.0 -127.8
+100.0 -121.1
+100.0 -115.1
XX
40 47 3/4"
+100.0 -145.0
+100.0 -145.0
+100.0 -145.0
+100.0 -145.0
+100.0 -139.5
33 11116"
+100.0 -118.6
+100.0 -118.6
+100.0 -118.6
+100.0 -112.5
+100,0 -106.8
XX
51 3 /4"
+100.0 -145.0
+100.0 -145.0
+100.0 -144.2
+100.0 -136.9
+100.0 -130.3
36 11/16"
100.0 -100.0
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
xx
56 3/4"
+100.0 -145.0
+100.0 -143.4
+100.0 -135.7
+100.0 -128.7
+100.0 -122.4
XX
50 69 3/4"
+100.0 -144.2
XX
54 63 3/4"
+100.0 -126.7
+100.0 -135.8
+100.0 -128.3
+100.0 -121.6
+100.0 -115.6
+100.0 -126.7
+100.0 -122.0
+100.0 -115.6
+100.0 -109.7
XX
673/4"
+100.0 -112.2
+100.0 -112.2
+100.0 -112.2
+100.0 -110.2
+100.0 -104.6
XX
60 71 314"
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
+100.0 -100.0
TABLE 2. COMPARATIVE ANALYSIS: FULL JAMB SIDE LITE
GLASS A. 3/16" TEMPERED GLASS
OPTIONS: C. 7/8" I.G. (3/16 "T, AIR SPACE, 31161)
SIDE LITE
WIDTH
SIDE LITE HEIGHT
60 - 79
3/4"
70 - 83
3/4"
87 3/4"
91
_
3/4"
80.95
3/4"
21 11/16"
+100.0
-145.0
+100.0
-145.0
+100.0 -145.0
+1000
-145.0
+100.0
-145.0
2411/16"
+100.0
-145.0
+100.0
-145.0
+100.0 -145.0
+100.0
-144.9
+100.0
-137.9
3011/16"
+100.0
-142.9
+100.0
-135.3
+100.0 -127.8
+100.0
-121.1
+100.0
-115.1
3311/16"
+100.0
-118.6
+100.0
-118.6
+100.0 -118.6
+100.0
-112.5
+100.0
-106.8
3611/16"
+100.0
-100.0
+100.0
-100.0
+100.0 -100.0
+100.0
-100.0
+100.0
-100.0
NOTE: REFERENCE TEST REPORTS FTL4450, FTL -4451, FTL -4452, FTL -4921 AND FTL 5987. A
1
OVERHANG
HEIGHT
L
A
NOTES:
1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 7 OF
11), THE OVERHANG HEIGHT MUST BE GREATER THAN THE
OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM
POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR
ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING
SIDELITES.
OVERHANG k"'
LENGTH
O
PRODUCT REVSSED
cs/raptyhag,iIthi 1s Wert&
DukReg Aoseptesoe
g
- ► ,6 o"
5
Rowdily!:
Rerteras:
F.K 10/10Oe A ADD 7ESTREPORT NO CHANGE TO TABLE&
Reved
AR.
Roved*
Dodo: CORR
Rode e=
B
ADDED NOTE/DIAGRAM FOR LOW SILL OPTIOAL ADDED TEST REPORTS
F.K.
Aare:
01!75/10
12!30/04
O
cheaedsr
NO CHANGES THIS SHEET.
Dade:
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34276
P.O. BQX 1620
NOKOMIS, FL 34274
DESIGN PRESSURES
ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT
eadeoh/od@:
NA
Sheet
2 ar11
8000 -12
C
Robert L. Clark, P.E.
PE #39112
Structural
95
HE
79 1/8"
MAX.
DLO
ALL
OX OR XO
37'
MAX. WIDTH
12-5" MAX
DLO ALL X
UNITS
X
110 5/8" MAX. WIDTH
113l4" MAX, WIDTH
OXO
XX
NOTES:
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS.
2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 8 THROUGH 10.
3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5.
145 3/8" MAX. WIDTH
36 11/16"
MAX. WIDTH
26"
MAX. DLO
0XXO (SHOWING EACH VERSION SIDELITE)
3611/16"
MAX. WIDTH
33 3/16"
MAX. DLO
0 (FULL JAMB) 0 (NARROW JAMB)
pRoDucr REVISED
eomPlYing WItb.t a Roddy
Belding Code
ee/mce No.
Ssplrmtiaa Date
RIG
J.R. Reveal Is
Reedee
AR.
Own Ejv
Rl.
Deft
10115/0@
Aft
0
01/25/10
X0 /04
A NO CHANGE MS SHEET
HovNionw
6 NO CHANGE THIS SHEET
Keehn°/». NOMINEES THIS SHEET.
c
t heekeaBy oez
1070TECHNOLOOYDRIVE
NOKOMIS. FL 34276
P.O. SOX 1620
NOKOMIS. FL 34274
EXAMPLE ELEVATIONS
tee
ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT
F0050
NTS
3 er11
ennoviva
8000-12
.l
Robert L. Clark. P.E.
PE #39712
Structural
73 13/16" MAX. WIDTH —1
1
3/4"
IGHT
kli
A
1
- e
�
/
//
, "lei
\
79 1/8"
MAX.
DLO
ALL
OX OR XO
37'
MAX. WIDTH
12-5" MAX
DLO ALL X
UNITS
X
110 5/8" MAX. WIDTH
113l4" MAX, WIDTH
OXO
XX
NOTES:
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS.
2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 8 THROUGH 10.
3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5.
145 3/8" MAX. WIDTH
36 11/16"
MAX. WIDTH
26"
MAX. DLO
0XXO (SHOWING EACH VERSION SIDELITE)
3611/16"
MAX. WIDTH
33 3/16"
MAX. DLO
0 (FULL JAMB) 0 (NARROW JAMB)
pRoDucr REVISED
eomPlYing WItb.t a Roddy
Belding Code
ee/mce No.
Ssplrmtiaa Date
RIG
J.R. Reveal Is
Reedee
AR.
Own Ejv
Rl.
Deft
10115/0@
Aft
0
01/25/10
X0 /04
A NO CHANGE MS SHEET
HovNionw
6 NO CHANGE THIS SHEET
Keehn°/». NOMINEES THIS SHEET.
c
t heekeaBy oez
1070TECHNOLOOYDRIVE
NOKOMIS. FL 34276
P.O. SOX 1620
NOKOMIS. FL 34274
EXAMPLE ELEVATIONS
tee
ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT
F0050
NTS
3 er11
ennoviva
8000-12
.l
Robert L. Clark. P.E.
PE #39712
Structural
VERTICAL SECTION A
NARROW AND FULL
JAMB SIDE LITE HEAD
MAX. DLO --
EXTERIOR
INTERIOR
ALTERNATE VERSION TOP RAIL
MAX. DLO
EXTERIOR
MAX.
HEIGHT
ORIGINAL VERSION BOTTOM RAIL
A
ALTERNATE VERSION BOTTOM RAIL
INTERIOR
MAX.
HEIGHT
P;t;,2DUCI l4 V"LS#J9
as eon *Millie P
Bettnos Code
Draita
VERTICAL SECTION C
NARROW AND FULL
JAMB SIDE LITE SILL
VERTICAL SECTION D
OUTSWING SILL
nog
Dag
0146110
VERTICAL SECTIONS
ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT
tote: 6tleek MOW&
1/2 4 of 11 8000 -12
Robert L. Clark, P.E.
PE #39712
Structural
OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE
•
SEE NOTE
NOTE: ASSEMBLY HARDWARE QTY (3), 11"
FROM TOP & BOTTOM AND ONE AT MIDSPAN
DETAIL J
SLAB AT
GLASS BED
INTERIOR
DETAIL G STILES AT ASTRAGAL
SEE NOTE
SEE NOTE
DETAIL F
FULL JAMB SIDE LITE
(AT HINGE JAMB)
EXTERIOR
PRODUCT REVISED
as eatelaVires with the Marl&
Mosittartee
gapitratiort
�.
.r DETAIL H
NARROW JAMB SIDE LITE
(AT HINGE JAMB)
Raw By: Dag
F.t6 10V18/08
Rapid By: nate
J.R Ott
DETAIL K
HINGE JAMB TO HINGE JAMB
(NOT SHOWN ABOVE)
DETAIL E DETAIL I
JAMB, FULL JAMB JAMB, NARROW
SIDE LITE JAMB SIDE LITE
R += NO CHANGES 7711S8FHEE7:
C
checked By: fl
HORIZONTAL SECTION DETAILS
ALUM. FRENCH DOOR & SIDE LITES, NON! IMPACT
Robert L. Clerk, P.E.
PE #39712
Structural
FD650 DOOR(S)
ITFM1DWG#1
DESCRIPTION
1 PCIW
1=RAMEKIT PARTS
8006
FRAME - HEAD & HINGE JAMB
68006
2
8003A
OUT-SWING SILL
68003A
8004C
OUT - SWING SILL COVER
4
DRIP CAP
68004C
68008
A
5
7
HEAD, SILL& JAMB WEATHERSTRIP (SCHLEGAL)
8007
► 8009
SCREW COVER
U83337T8500
68007
INSTALL PLATE
68009
8
9
FRAME ASSEMBLY SCREW 118 X 1° PH QUAD
8032
ASTRAGAL END SEAL
781PQA
48032
10
8058
OUT-SW ING SILL (LOW RISE)
48058
DOOR PANEL
5
HEAD, SILL& JAMB WEATHERSTRIP (SCHLE0AL)
U8333718500
20
8012
STILE
68012
21
8014
TOP RAIL, (THREADED ROD DESIGN)
68014
22
8013
23
8017
BOTTOM RAIL, (THREADED ROD DESIGN)
TOP SWEEP
68013
68017
24
8016
BOTTOM SWEEP
68016
25
SWEEP SCREWS, #4X 1/2" PHIL PH
26
8015
ASTRAGAL, ACTIVE& INACTIVE
68015
27
802113
MARKINGS, JAMB SIDE
6802113
28
8020A
GEAR HINGE, COVER.
68020A
29
8018
GEAR HINGE, BACKUP PLATE
68018
30
8019A
GEAR HINGE, DOORSIDE
68019A
31
GEAR HINGE, BEARING
68035
32
GEAR HINGE, SEFSCREW 56-32 x1/4"
33
GEAR HINGE, MTG. SCREW I/12 x3/4" TRUSS HD.
34
GEAR HINGE, MTG. SCREW #12 x 11/2" TRUSS HD.
35
THREADED ROD 5/16-18 X 36"
6TRODA
36
FLANGED HEX NUT 5/16-18
7990NUTA
37
8039
TRUSS CLAMP
60378M
38
39
8043
S/S GEARLATCH MECHANISM (ASHLAND)
8030
LOCK BLOCK
48030
40
LATCH ASS'YSCREWS #8 X 2" SS PHIL LTR HD
78X2TPAX
41
8037
S/S SHOOT BOLT ROD (SULUVAN)
42
8045
STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN)
43
8031
SHOOT BOLT GUIDE
48031
44
SHOOT BOLT GUIDE& STRIKE SCREW 8-32 X 3/8" SS PHJLL TR HD
78X38PFTX
45
8038R
RIGHT- STRIKEPLATEAT ASTRAGAL (ACTIVE HINGED LEFT)
W5110-43S1
46
8038L
LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT)
W5110.4481
47
STRIKBPLATE SCREWS 8-32 X 3/8" SS PHILL TR HD
78X38PFTX
48
STRIKEPLATE MIDDLE SCREW 6-24X 1/2" PH
7612FPTX
49
8036
STRIKEPLATEAT HEAD & SILL
50
51
HEAD STRIKE SCREWS SS 8 X 1/2 PHILL FH
7858ZAX
STRIKE PLATE SCREWS (SILL SS 8 X 1/2 PHWLL UNDERCUT FH
78XI2PFHUX
52
8041
ACTIVE TRIM SET (ASHLAND)
53
8042
PASSIVE TRIM SET (ASHLAND)
8044
STAINLESS STEEL PASSIVE LACK GEAR(ASHIAND)
55
8014A
TOP RAIL (LAG BOLT DESIGN)
68014A
S6 8013A 130TTOM RAIL (LAG BOLT DESIGN)
Wad Bys RevIstong
ryo 10/16/00 A UPDATE STEM& ADD HEMS 68,66,67 AND 84.
Bona
J.IZ
Rood Bp
Vatic
MVO
Date:
0106/10
ADDEO LOW RI SILL
NOCHANGES 7189 8111:E7:
68013A
FD650 FULL JAMB SIDE LITE
IIFil7
DWG#
DESCRIPTION
PGT#
1
8006
FRAME • HEAD, SILL & JAMB
68006
4
8008
DRIP CAP
68008
6
8007
SCREW COVER
68007
7
8009
INSTALL PLATE
68009
8
--- --
FRAME ASSEMBLY SCREW #8X 1° PH QUAD
78IPQA
20
8012
STILE
68012
21
8014
TOP RAIL
68014
22
8013
BOTTOM RAIL
68013
35
--- ---- --
THREADED ROD 5/16-18 X 36"
6TRODA
36
--
FLANGED HEX NUT 5/16 -18
7990NUTA
37
8039
TRUSS CLAMP
60378M
60
- ------
#8X3/4" PH SQ DRIVE TUC SCREW
78X34PSTW
61
8028
SIDE LITE HEAD TRIM
68028
62
, 8029
SIDE LITEJAMBTRIM
68029
FD6S0 NARROW JAMB SIDE LITE
1
8006
FRAME - HEAD & SILL
68006
4
8008
DRIP CAP
68008
6
8007
SCREW COVER
68007
7
8009
1NSTALLPLATE
68009
8
- --»- -•
FRAME ASSEMBLY SCREW #8 X 1" PH QUAD
781PQA
68014
21
8014
TOP RAIL
22
8013
BOTTOM RAIL
68013
35
-- - - -• --
THREADED ROD 5/16 -18 X 36°
6TRODA
36
-- - - - - --
FLANGED HEX NUT 5 /16.18
7990NUTA
37
8039
TRUSS CLAMP
60378M
60
---- - - ----
#8 X 3/4" PH SQ DRIVETEK SCREW
78X34PSTW
61
8028
SIDE LITE HEAD TRIM
68028
70
8010
FRAME, JAMB
68010
ASSEMBLY KIT
80
8033E
FRENCH DOORASSEMBLYBEAM
6803313
81
--- - - - - --
#10-24 X 21/2° PH SCREW
82
-------
#10.24 HEX NUT
83
-- --
#12 X 1 1/2" TRHD TEK SCREW
68025
84
8056
SUBSILL(OPTIONAL)
68056
GLASS. BEADS & SILICONE
90
--
GLAZING SEALANT, DOW CORNING 899, 983, 995 OREQUIVA LENT
100
- ---- --
3/16" TEMPERED GLASS
101
--- • ----•-
7/8" LG. GLASS (3/16"T, 1/2" AIR SPACE, 3/16"T)
102
8025
3/16" BEAD
68025
105
8022
BACK BEAD
68022
106
8026A
SLBACKBEAD
68026A
108
8024A
7/8" IGBEAD
68024A
109
1224
VINYL BULB WSTP (THICK)
617247
PRODUCT REVISED
res coo1plsrlug F1 Eda
llildlisg Coda
AteeVattee 140
Exploitive
15
DONA41 Dew • By: Date:
F.K. 12/30/04
1070 TECHNOLOGYORNE
NOKOM124 FL 34276
P.O. BOX 1628
NOKOMIS FL 34274
PARTS LIST
ALUM. FRENCH DOOR & SIDE LITES, NON-IMPACT
1/2
Robert L. Clark, P.E.
PE #39712
Structural
L
1.000
ft-3.636 - -----
#8006 6063 -T6
FRAME, HEAD, JAMB
AND SIDELITE SILL
#8009 6063 -T5
INSTALL PLATE
Tom_
1.938
T
.062
1.278
2.236
.583
Tf.-- 3.636 ---0-1
#8003A 6063 -T6
OUT -SWING SILL
.583
.062
1.376
r-4--IIA7 1
I- *--- -- 3.636 ---04
,Qp #8056 6063 -T6
OUT -SWING LOW SILL
.100
8.250
#8013 6063 -T6
BOTTOM RAIL
1.938
1
-•— .100
8.250
#8013A 6063 -T6
BOTTOM RAIL, LAG BOLT DESIGN
1.353 I-iS— 1.033
#8004C 6063 -T5
OS SILL COVER
T
2.000
L
.074
1.498
1+-- ---- -- 3.990
#8012 6063 -T6
STILE
h 4.434
#8014 6063 -T5
TOP RAIL
1.467
4.434 ■-{
#8014A 6063 -T5
TOP RAIL, LAG BOLT DESIGN
#8008 6063 -T5
DRIP CAP
1.940
.050
#8017 6063 -T5
TOP SWEEP
2.240
#8016 6063 -T5
BOTTOM SWEEP
#8015 6063 -T6
ASTRAGAL
1.160 l
armil .311
.040 —
#8007 6063 -T6
SCREW COVER
PRODUCT MIMED
eeeep4ikag rierkie
Y,.,,.> ,:,,,,..,: O ! . (/f le
Revsede bag
F:IG 10/10198
MOON:
A UPGIW YTF14t8,
AMP LOW RISE SILL ANDSEGONO EXTRUSION SHEET.
Renee:
Reveille
RIC
Daft
12/30/04
Rem
B
Redstone
0
antotsetEe
NO CHANGES 11119 SHEET.
1070 TECHNOLOGY DRIVE
NOKOMIS FI.34276
P.O. BOX 1529
NOKOMIS, FL 34274
EXTRUSION PROFILES
ALUM. FRENCH DOOR & SIDE LITES, NON- IMPACT
Entleeleke: asks F12650 /2 7 a 11 8000-12 C
er/..
Robert L. Clark, P.E.
PE #39712
StrUctiral
2.260 E .075
#8021B 6063 -T6
GEAR HINGE, JAMB
.050
.438
2.622 ----e-1
#8028 6063 -T5
SL HEAD TRIM
.045
.442
-� .965
#8022 6063 -T5
BACKBEAD
.072
.742 1-0:--t
.353
#8020A 6063 -T6
GEAR HINGE, COVER
3375 --- ----01 j
.125 T .050 -' .325
#8056 6063 -T4
SUBSILL, OPTIONAL
1
.965
7
1.169 res--
1-
#8026A 6063 -T5
SL BACKBEAD
.045
.750
[.142
.301
1-+-.. 1.763 4.-17
#8018 6063 -T5
HINGE, BACK -UP
r 075
V/ • 14
2.438 -40-I T
#8019A 6063 -T6
GEAR HINGE, DOOR
.0621
1.000
3.636 ---* -1 1-
.045
818 r---
#8023A 6063 -T5
7/16" BEAD
#8010 6063 -T6
NARROW SL JAMB
#8024A 6063 -T5
I.G. BEAD
.125
3.251
r
1.635 ier
#8033B 6105 -T5
FD ASS'Y BEAM
2.313 -fel ui
.050
re- 1.812 -IA
1.000
.100
#8039 6063 -T6
TRUSS CLAMP
#8029 6063 -T5
SL JAMB TRIM
tsar.
F.I4
esar
10/16100
RevIsIoner
A
UPGRADEIIEM3
Remf Bar:
.4hL
Dike
00/22/09
8
NEW PAGE
Revs Bp
Jdt
Deter •
01/25110
0
NO CHANGES THIS WEE.
Daiwa* Date: Cheoke08p. De o
F.K 12/30/04
1070 TECHNOLOGY DRIVE
NOKOMIS. FL 34275
P.O.SQX1620
NOKOMIS, FL 34274
EXTRUSION PROFILES (CONT.)
txae
ALUM. FRENCH DOOR & SIDE LITES, NON- IMPACT
SerhoNotiob
s raawekNo.
F0850 1/2 8 a 11 8000 -12 C
MIX= REVISED
estegttleg ,tta4ke Ffartds
Corte „
Atarresses 0- j?$ +,►
gate , rf;r!;, a r
ilA
Robert L. Clark, P.E.
PE #39712
Structural
161- 161=.
11"
OMNI
JAMB
ANCHORS
HT. QTY.
95 3/4" - (5)
91 3/4" - (5)
87 3/4" - (5)
83 3/4" - (5)
79 3/4" - (5)
1
11"
---T
DETAIL A (CONCRETE)
A (SINGLE PANEL)
ANCHOR TYPES:
10R2
JAMB
ANCHORS
HT. QTY.
953/4 " -(8)
91 3/4" - (8)
87 3/4" - (8)
83 3/4" - (7)
79 3/4" - (7)
1
11"
10.571"
— MAX.
o.C.
1
11"
---T
A DETAIL B (WOOD)
(SINGLE PANEL)
ANCHOR TYPES:
20R3
3:: -Tr- I 161--
( I ID -
3" 3" MIN. HEAD & SILL 11 " _ 30 MIN.,i,l_
TYP. ANCHOR -T TVP.
CLUSTER _
(TYPICAL)
JAMB
ANCHORS
HT. QTY.
953/4 " - (5)
91 314" - (5)
873/4 " - (5)
833/4 " -(5)
79 3/4" - (5)
1 11 11 1
A DETAIL C (CONCRETE) SEE NOTE 5
(2 OR MORE PANELS) REGARDING
APPLICABLITY
ANCHOR TYPES: OF ENCIRCLED
1 OR 2 ANCHOR
LOCATIONS
11"
(2) EQ.
SP. TYP.
11 1
Q 1111
12 ",
9"
6"
-- 3"
1 11)) 1 1 I 1 1
C. HEAD & SILL
ANCHOR
CLUSTER
(TYPICAL)
A
(3) EQ.
SP. TYP.
I l i l 1 0 Ilil
II11
O-1
JAMB
ANCHORS
HT. QTY.
95 3/4" - (8)
91 3/4" - (8)
873/4 " -(8)
833/4 " - (7)
793/4 " -(7)
1111 Q 1
17_1
11"
_ 10.571"
MAX.
_ O.C.
---T
11"
A DETAIL D (WOOD)
(2 OR MORE PANELS)
ANCHOR TYPES:
20R3
ANCHORAGE SPACING REQUIREMENTS:
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE UTE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5)
A
CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH.
WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT.
3. SINGLE PANEL CONFIGURATIONS : (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE)
A
HEAD AND SILL 6" MAX. FROM FRAME CORNERS.
JAMBS 11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B).
4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE)
HEAD AND SILL 8" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4).
JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C.
5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE)
HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3 ", 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8).
PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ".
JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C.
Rend ftv
FJC
t>aa�
101t6/08
Rend fly: Wdb:
J.R.
09=00
Road Op PMes
J,R 0l/10
F..K 12/30104
PRODUCT REVISED
as complying with :the Plod*
Raiding Cody
�N
15
REVISED A?IW HORAOE PER RBG2004ANDRIVNBENOTES
Rotiom:
Cheated Aily.
C
NO CHANGES 7HISSHEET:
ONANGED "PAPOON'T070.7RACON
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1528
NOKOMIS, FL 34274
ANCHORAGE SPACING
TaNs
ALUM. FRENCH DOOR & SIDE LITES, NON IMPACT
twissatode
F0650
NTS
Moo
9 of 11
8000 -12
C
0t,0) '
Robert L. Clark. P.E.
PE #39712
Structural
CONCRETE ANCHOR
(NOTE 1)
1/4" MAX.
GROUT,
SEE
NOTE 6
1/4" MAX.
GROUT,
SEE
NOTE 5
CONCRETE ANCHOR
SEE NOTE 1
OPTIONAL
f
TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE)
6:3.4 3.4 KSI MIN.; ;
CO NCRETE
•r, ., .r.r ,s, �. •A.t
•
•,-:r:.,. EMBED.
:•• SEE
NOTE 1
OPTIONAL SIDE LITE SILL
(SUBSILL TO CONCRETE)
1/4" MAX.
GROUT
SEE
NOTE 5
WOOD ANCHOR,
SEE NOTE 2
TYPICAL SIDE LITE SILL
(DIRECT TO WOOD)
EXTERIOR INTERIOR E>
(ALL HEAD & SILL SECTIONS)
CONCRETE ANCHOR, SEE NOTE 1 nq CONCRETE ANCHOR SEE NOTE 1
TYPICAL DOOR & SIDE LITE HEAD
Q
1x WOOD
SEE NOTE 3
2x WOOD
SEE NOTE 3
1/4" MAX. WOOD ANCHOR,
GROUT SEE NOTE 2
SEE
NOTE 5
OPTIONAL
OPTIONAL SIDE LITE SILL
(SUBSILL TO WOOD)
®WOOD ANCHOR SEE NOTE 2
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE
FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4" SS4 CRETE -FLEX -1 3/4 ".
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER.
3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 8063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET SAND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 9 MAY BE USED.
5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
PRODUCT IdEV13E•
as complying with the
Mlles Code
Are aNt Olt + • j •"
ExpireStet Date 'lire !I(! j ( 5
.fi� ^•� -'te `! .
F.K
rams
A
U P DA 1 E ANCHOR OP T I O N S AND N O T E 8'
Roved Sy:
J.R.
Roved By:
AFL
Down 41
F.It:
Dew
0108
Cita
01/1161!0
12!30104
Rralonv
9
ADDED SWUM SILL DETAIL. REORGANIZED DETAILS
ReAreee
c
C X I N G EO TA PC O A P TO i l L T R A C O N
Unclad Sy:
cog
1010 7ECHNOLOOYDRIVE
NOKOMIS, FL 34275
P.O BQX 1520
NOKOMIS, FL 34274
ANCHORAGE DETAILS
INN
ALUM. FRENCH DOOR & SIDE LITES, NON-IMPACT
sedesmodok
F0650
auk
1/2
' Shut theft"
10 of 11 I 8000 -12
Rev
C
Robert L. Clark, P.E.
PE #39712
Structural
• • •
<2] EXTERIOR INTERIOR
(ALL SILL SECTIONS) • '
114" MAX.
GROUT,
SEE NOTE 5,
SHEET 10
1
CONCRETE
A ANCHOR
SEE NOTE 1,
SHEET 10
/ EMBED.
SEE NOTE 1,
SHEET 10
t
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
INTERIOR
(ALL JAMB SECTIONS)
EXTERIOR
/Wades
FJC
RevadDy:
Alt
Raved*
lkist
10/1W00
OnAga
0942A79
nog
01/211/10
Ilevistans:
A
AEMBED.
SEE
NOTE 1,
SHEET 10
CONCRETE
ANCHOR,
SEE NOTE 1,
SHEET 10
1/4" MAX.
GROUT,
SEE NOTE
5, SHEET 10
OPTIONAL
A
.6.?!. • • - .; EMBED.
KSI
SEE NOTE 1,
SHEET 10
•,
1
OPTIONAL DOOR SILL
(SUBSILL TO CONCRETE)
, •
3.4 KSI MIN.
CONCRETE -0••••......!:•:. •
A
1/4" MAX. SHIM —0-1 1-.4—
CONCRETE
ANCHOR,
SEE NOTE 1,
SHEET 10
AEMBED.
A SEE
NOTE
SHEET 10
1-•;
1 • •
A
3.4 KSI
CONCRETE
OR 1.5 KSI
MIN. CMU
• •
1 X WOOD,
SEE NOTE 3,
SHEET 10 ' • •
1/4" MAX. SHIM
WOOD A
ANCHOR
SEE NOTE 2,
SHEET 10
1/4" MAX.
GROUT,
A SEE-1
NOTES,
SHEET 10
TYPICAL DOOR SILL
(DIRECT TO WOOD)
CONCRETE
ANCHOR,
SEE NOTE 1,
SHEET 10
411/11/111i11111111111111 1 111;111
1.11111.11111.
TYPICAL DOOR & SIDE LITE JAMB
2x WOOD,
SEE NOTE 3,
SHEET 10
WOOD ANCHOR,
SEE NOTE 1, SHEET 10
1/4" MAX.
GROUT,
SEE NOTE
5, SHEET 10
OPTIONAL
OPTIONAL DOOR SILL
(SUBSILL TO WOOD)
ACONCRETE
A ANCHOR,
1 3/8" SEE NOTE 2,
MIN. I-0— SHEET 10
1/4" MAX. SHIM —0-1 I-0--
NEW SHT. AOD SWUM AND AL7ERNME TOP a BOTTOM RAIL MORMONS.
Revlon&
a
-Raidolonx
0
ADDED LOW ME SILL OP710AL REORGANIZED DETAILS.
NO CHANGES 1M$ 9T.
Dawn EIN Daft Checked Er Das:
RIG 1011E1/06 - •
1070 TE016101.00Y DRAM
NOKOMIS, FL 34275
P.a 119X 1629
NOKOMIS, FL 34274
Desapite
ANCHORAGE DETAILS (CONT.)
ALUM. FRENCH DOOR & SIDE LITES, NON-1MPACT
oedema**
FD750
1/4
ehmit
:11 of 11
wow*.
8000-12
PRODUCT DMVISED
sosetOws wftbi Ready
Dora* Cos*
Mospleasis
Oradea
gobert L
'PE #3,9712 t • • •
StrtIctliki
TABLE 1
Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
H
Length
(in)
Product
Code
Gauge
seat
Gauge
strap
16
NVTA -16
NVTAS 212
20
14
18
NVTA -18
NVTAS 214
20
14
20
NVTA -20
NVTAS 216
20
14
22
NVTA -22
NVTAS 218
20
14
24
NVTA -24
NVTAS 220
20
14
26
NVTA -26
NVTAS 222
20
14
28
NVTA -28
NVTAS 224
20
14
30
NVTA -30
NVTAS 226
20
14
36
NVTA -36
NVTAS 232
20
14
48
NVTA -48
NVTAS 244
20
14
No. of
Fasteners
each strap
10d
Maximum Allowable Load
(Ibs)
L2 Single
& Double
Straps
Uplift
Single
Strap
Uplift
Double>
NVTA
L1 Single
& Double
Straps
5
757
1514
250
500
6
805
1610
250
500
7
854
1708
250
500
8
902
*1804
250
500
9
951
*1902
250
500
10
999
*1998
250
500
11
1048
*2096
250
500
12
1096
*2192
250
500
13
1145
*2290
250
500
14
1193
*2290
250
500
*Note: For 8 or more nails per strap, use
double truss for double straps.
General Notes:
1. Steel shall conform to ASTM A653, structural grade 33 (Min. field 33 ksl) and
a minimum galvanized coating of 0 60 per ASTM A525.
2. Allowable loads are based on National Dosing specifications (NDS) for wood
construction, 2001 Edition and Florida Building Code 2004.
3. Design loads are for Southern Pine species with a specific gravity of 0.55.
Allowable loads for other species shalt be adjusted accordingly.
4. Nail values are based on NDS table 11P, G•0.55 for common wire nails and
have been reduced for Penetration Depth factor CD.
5. Allowable loads for wind uplift have already been increased by a duration
factor of 1.8 for anchor nails. 33%6 steel stress increase Is not used in the
tabulated values.
6. Allowable loads for more than one direction for a single connection cannot be
added together. A design load which can be divided into components in the
directions given must be evaluated as follows:
Allowable liplltt + eLl1 + o�a Te 2 1.0
7. Allowable loads ore bused on 1r thick wood members unless otherwise noted.
8. All tie beams and grouted concrete masonry shall comply with chapters 19
and 21 of 2004 FBC. Concrete for tie beams and grout and mortar for concrete
masonry shall be a min. of 2500 pet. Concrete masonry shall comply with ASTM
C90.
9. All tests have been conducted in accordance with ASTM D -1761.
1"
TABLE 2
Truss Anchors NVTA and Riveted T
H
Length
(in)
Product
Code
Gauge
seat
Gauge
strap
16
NVTA -16
NVTAS 212
20
14
18
NVTA -18
NVTAS 214
20
14
20
NVTA -20
NVTAS 216
20
14
22
NVTA -22
NVTAS 218
20
14
24
NVTA -24
NVTAS 220
20
14
26
NVTA -26
NVTAS 222
20
14
28
NVTA -28
NVTAS 224
20
14
30
NVTA -30
NVTAS 226
20
14
36
NVTA -36
NVTAS 232
20
14
48
NVTA -48
NVTAS 244
20
14
Perpendicular
to wall
L2
No. of
Fasteners
each strap
10d x 1.5"
Maximum Allowable Load
(lbs)
L2 Single
& Double
Straps
Uplift
Single
Strap
Uplift
Double
s'`
L1 Single
& Double
Straps
NVT
5
1032
2236
250
500
6
1127
2254
385
565
7
1136
2272
520
630
8
1144
*2288
520
630
9
1153
*2306
520
630
10
1161
*2322
520
630
11
1170
*2340
520
630
12
1178
*2356
520
630
13
1187
*2374
520
630
*Note: For 8 or more nails per strop, use
double truss for double straps.
P• 8D
Reinforcements Required
Parallel
to wall
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
2 ?"
"4-- Concrete Tie Beam
or Tie Beam formed
with concrete filled
masor
ss �ir�e Markle
Aa phoce No
I 5i0
O
0
0
1?
2j"
O '
Holes Dia.
NVTA, NVTAS
u e Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
PHONE: (305) 694 -0397
FAX: (305) 694 -0398
NVTA AND NVTAS TRUSS ANCHORS
DWG #:
NU --2
Sheet:
1 of 4
Dote:
FEB. 13, 2003
Revisions: July 7, 2003
June 15, 2005
Jan. 10, 2006
July 19, 2006
• e • • • • • • • • •
• • • • • • • • • • •\
TABLE 5
NVRT Flat and Twisted Rafter Ties
Length
(in)
Product
Code
Gauge
12
NVRT -12
14
16
NVRT -16
14
18
NVRT -18
14
20
NVRT -20
14
22
NVRT -22
14
24
NVRT -24
14
30
NVRT -30
14
36
NVRT -36
14
48
NVRT -48
14
16d Fasteners
Maximum Up ift Load (Ibs)
TOTAL
AMP*
Flat Ties
Twisted Ties
8
4
725
724
10
5
861
860
12
6
998
996
14
7
1135
1132
Notes:
1. Specify "F" for Flat and "T" for Twisted when ordering.
2. Fastener values are based on a minimum 1r thick wood members.
3. * Indicates no. of nails In each connected wood member.
4. See General Notes, sheet 1.
0111
Iv
HALF HALF
Connected Connected
to truss Alm to wall
�1r
•• •• •• •• 00 °° °• % % /
L LENGTH
UPLIFT
TABLE 6
NVRT Twisted Rafter Ties to Concrete Tie Beams
or Concrete Filled Masonry
Length
(in)
Product
Code
Gauge
12
NVRT -12
14
16
NVRT -16
14
18
NVRT -18
14
20
NVRT -20
14
22
NVRT -22
14
24
NVRT -24
14
30
NVRT -30
14
36
NVRT -36
14
48
NVRT -48
14
Notes:
No. of 16d nails
to Wood Framing
No. of 1" diameter
Tapcons to Concrete
Maximum Uplift
Load (Ibs)
4
6
722
5
7
856
6
8
991
7
9
1125
PRODucr aistowsD
es�wkbdiedlonift
Diktess
1. ITW tapcons shall be embedded a minimum of 14" into concrete
tiebeam or tiebeam formed with concrete filled masonry. ITW tapcons shall
have a min. edge distance of 2i" and minimum spacing of 14" as shown.
2. See General Notes, sheet 1.
3. All tapcons must be in the some row space at 1X" on centers.
Do not use holes in the opposite row.
Strap must be long enough to accommodate required tapcons.
apcon
2 :" Min. edge distance
Reinforcement required
Tie Beam formed with
concrete filled mosonary or
concrete tie beam
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
1 i"
0
0
1"
— o
O —
NVRT Anchor
Holes dia. T"
Do not
Use circled
holes
Nu "- Vu e Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
PHONE: (305) 694 -0397
FAX: (305) 694 -0398
NVRT FLAT AND TWISTED RAFTER TIES
DWG #:
NU -2
Sheet:
3 of 4
Date:
FEB. 13, 2003
Revisions:July 7, 2003
June 15, 2005
Jan. 10, 2006
July 19, 2006
1
slot 0.20r V
N. 4'
EMB.
NVTH 1) §'
Truss plate req.
equired
to transfer Toad to
bottom chord
Truss plate required
to transfer Toad to
bottom chord
Reinforcements
Required
.:a . .
Double Seal)
Double Truss
Concrete Tie Beam
or Tie Beam formed
with concrete filled
masonry
Reinforcements
,*y Required
%OW
Single Strap
Single Truss
Concrete "Re Beam
or Tie Beam formed
with concrete filled
masonry
5 Nails in Front (Min.)
Nails 10d x 1.5'
1,08t1C1' RENEWED
eaadin6tr I�
3
AceReenceNo # i -4
1' .01kr,
Nails on Front & Back
Shall be off centered
TABLE 7
Truss Anchors NVTH
It o•I
H
Length
(In)
Product
Code
Gauge
seat
Gauge
strap
12
N VfH -16
14
NVTH -18
18
14
18
14
16
NVTH-20
18
14
18
NVTH -22
18
14
20
NVTH -24
18
14
22
NVTH -26
18
14
24
NVTH -28
18
14
26
NVTH -30
1.8
14
32
NVTH -36
18
14
44
NVTH-48
18
14
VIPIN N. TOLAT, PE (CIVIL)
PL. REG. # 12847
18123 L CREEK LANE
HOUSTON, TX 77068
No. of Fasteners
in each Strap
10d x 1.5"
Maximum Uplift Loads (Ibs)
Single Strap
on
Single Truss
Double Straps
on
Double Truss
1032
2064
6
1222
2444
7
1275
2550
8
1329
2658
9
1383
2766
10 •
1437
2874
11
1490
2980
12
1544
3088
13
1598
3196
NVTH
Vu e Industries, Inc.
1053 -1089 East 29 Street
Hialeah, Florida 33013
Phone: 308) 694 -0397
Fay 305) 694 -0398
NVTH ANCHORS
DWG #:
NU-2
Sheet:
4 of 4
Date:
JULY 19, 2006 .
Revisions:
TABLE 3
NVBH 24 BUTTERFLY HANGER
Notes:
1. Use all specified fasteners in schedule to achieve values
indicated.
2. Values are based on 1e header and Joist thickness.
3. See General Notes, Sheet 1.
SYMM.@ Mid Span
DOWNWARD LOAD
TABLE 4
NVUH 26 JOIST HANGER
kl
Di
PRODUCT
CODE
GAUGE I
FASTENER
ALLOWABLE
g
3
a
SCHEDULE
LOADS (lbs.)
US
g
i
15
F-
10
2233
1213
2
42
DOWNWARD
GRAVITY LOADS
2x4
NVBH24
18
12
6
1113
Notes:
1. Use all specified fasteners in schedule to achieve values
indicated.
2. Values are based on 1e header and Joist thickness.
3. See General Notes, Sheet 1.
SYMM.@ Mid Span
DOWNWARD LOAD
TABLE 4
NVUH 26 JOIST HANGER
kl
Di
PRODUCT
CODE
GAUGE I
FASTENER
SCHEDULE
ALLOWABLE LOADS (lbs.)
g
3
s"
$x
7
DOWNWARD
GRAVITY LOADS
WIND UPUFT
LOAD
2x6
NVUH26
14
20
10
2233
1213
Notes:
1. Use all specified fasteners in schedule to achieve values
indicated.
2. Values are based on 3" header thickness and 13" Joist thickness.
3. See General Notes, Sheet 1.
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
15"))
SYMM.@ Mid Span
UPLIFT
mon= MEMO
AC010000 NO 02 • 11
DOWNWARD LOAD
Vu e Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
PHONE: (305) 694 -0397
FAX: (305) 694 -0398
NVBH 24 AND NVUH 26 HANGERS
Al.t)6
DWG #:
NU -2
Sheet:
2 of 4
Date:
FEB. 13, 2003
Revisions: July 7, 2003
June 15, 2005
Jan. 10, 2008
July 19, 2008
TABLE 1 /
JOIST SUPPORTS '
• 18 C NVJH JOIST SUPPORTS •
C Allowable Loads (Ibs)
Product
Code 1
Dimension
Inches)
li •
BS '
Joist
Size,
Double
Header
Size
,
-
San le
9
Header
Size
Fasteners '
'Gravity toads
Y
Up1� lids •..,
Double,-
' Header
Single .
Header
Joists
• . Double
Header'
fie;
. Header
Ie & Double
- Headers -
W •
,
NVJH24
1 %
3%
. 3
22x6 •
2 -t8
'
- ••
6
•
6 -10d
6 -10d x 13`
-f-
4-10d 3c 11f
:744
744..
-^ -
NVJH26
1 %
5'
3 •
r 22x8 '
2-2x6
. 2 -2x8
,
2x8 '
10 -10d
10-1ad z 1,1r
•-10d x 11�`
.t 240
. ( 2.4 O
821
'
NVJH28
a
.i %
'
' s%
r
3
2x8 ,
2x10
2x12
: 2 -2x8
2 -2x10
2 -2x12
1
-
2x8
2x10 J
2x12
14 --10d
-
14-10d x 1$-•7 -10d x 11S'
'
; (73G
'
(736.
1079'
Single Header ,
1--2X
3" Double Header
2 -2X
NVJH 26 es shown '
NVJI-1 24 do 28 ,
similar but with -
different holes.
General Notes:
1. Steel shall conform to ASTM-A653, structural grade 33 (Min. yield 33 ksi)
and- a minimum galvanized coating of G 60 per ASTM A525. •
2. Allowable loads are based on National Desing specifications (NDS) for '
Qeot a »dt F le C3 u; Icy►', C�.� -a. 2ocG 26o
Wood construction, � /o Edition. •"'3
3. Design loads are for Southern Pine species with a specific gravity of 0.55. -
Allowable loads for other species shall be adjusted accordingly.
4. Nail values are based on NDS table lig, G=0.55 and have been reduced •
for Penetration Depth factor..
5. Allowable laads.for wind uplift and lateral loads have already been '
increased by a duration factor of 60% for anchor nail. No. • increase is
allowed for -steel stress: , -
6. Allowable loads for more than a single connetion cannot be added
together. A design load which be divided into components in the direction -
given crust be evaluated as follows:
•
Actual Uplift . Actual Li + Actual L2 < -1.0
Allowable Uplif Allowable L1 Allowable L2
7. Allowable loads are base on 1 Y211 thick wood members unless otherwise •
noted.
S. All tests have been conducted in accordancip sayaga?--1761.
e•rlrOrl > .oDUcTR sE»
VIPIN N. TOLAT, PE (CIVIL) f•'„�' a a 8 the Florida
�7�71 1 >�eale
FL. REG. # 12847
lse No iS -0 r
15123 LANTER CREEK LANE Ezpbadsa 1':r•■l7.#37.,
HOUSTON, TX 77068
N
Mem
" V ue Industries, Inc... .
rte . 'cat
f
1053 -1059 East 29 Street
Hiialeab. Florida 33013
(305) 694 -0397
FAX: (305) 694-0398
NVJH JOIST SUPPORTS •
DWG #': Sheet:
NU-3 1of3'
Date:
Revisions= (1)11/10103 -.
(3) 44!27145 ;.
TABLE 2 '
TOP PLATE ANCHORS '
NVTP & NVTPH '
Size 1
Product
Code
-
Gauge
9 e
Dimensions (in)
A •
12 •
B
2x4/4x4,
NVTP4 ,
20
•
3" '
93$'
8"
2x6/4x6,
NVTP6 .
20
•
5r •
4- %Mk 3 »..:
Lea Scream
8"
2x8/4x8,
NVTP8 -
20
•
7" '
•
8"
2x4/4x4•
NVTP4H •
18
.
31" •
8»
2x6/4x6 •
NVTP6H .
18
.
5" '
8" ,
2x8 /4x8'
NVTP8H •
18
•
7" /
g" '
Product
code '
Total number of fasteners •
10d x 1 r Wind Fa Me -G's '
Max. Uplift Capacity (Ibs)
6 •
8 '
10 -
12 •
NVTP 4,6,8 '
82.8.
1087 ,
1346 '
1605 -
NVTP 4H,6H.8H
93$'
12.07,
14 7G,
(74.5
Notes: •
1. See General Notes, Sheet 1. '
2. One half of all specified fasteners shall be used on each side of the stud
to achieve tabulated values.
1
Stud
x 4 Minimum
TABLE 3
NVSO 236, 16 GAUGE, HEAVY DUTY •
FACE MOUNT JOIST HANGER
Joist
Size
Header
Size ,
• Fasteners ,
Allowable Loads (Lbs.) •
Header .
Joist •
GRAVITY
Uplift
2x6 -8
14 -10d •
6 -lad •
1758 ,
1108 ,
2 -2x8 -
2 -2x10 -
2 -2x12
14-16d •
6 -16d •
1875 .,
1279 ,
4- %Mk 3 »..:
Lea Scream
6 -16d .
8: 00 '
1217 '
Notes:
1. See General Notes, Sheet 1.
1)"
Header
2 -2X Minimum
BOLT HOLES 1/2" DIA. -
NAIL HOLE 3/16" DIA. i
Joist
1 -2X Minimum
1111,163140 9°:bi:!' r18VESED
wises awe" van., Florida
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTER CREEK LANE
HOUSTON, TX 77068
uet Control
N
V ue Industries, Inc.
1053 -1059 East 29 Street
Maleah, Florida 33013
(305) 694 -0397
FAX: (305) 694 -0398
NVTP & NVTPH PLATE ANCHORS, NVSO 236 JOIST HANGER
DWG #:
NU-3
Sheet:
2 of 3
Date:
JULY 10, 2003
Revisions: (1)11/10/03
(2)]2/11/03
(33 04/27/05
•
1
TABLE 4
18 Gauge NVHC 43 8c NVHC 43/2 HURRICANE CLIP.
PRODUCT
CODE
DESCRIPTION '
FASTENERS •
DESIGN LOADS (LBS)
HEADER
JOIST •
•
UPLIFT
1.1 '
L2 •
NVHC 43 •
Hurricane Clip — Wide '
9 -10d •
9-10d,
'687*
407 •
308 A
NVHC 43/2 '
Hurricane Clip — Widex2 '
.10 -1Od'
10 -10d'
1917
547,
432
Notes:
1. See General Notes, Sheet 1.
i
1711 f1
2
374
NVHC 43/2
For Uplift, use two clips, one on each
side to comply with section 2321.7 of '
the FBC 2004.
i
5Y" '
NVHC 43 '
UPLIFT
1 —2X(1 NsWi de) •
VIPIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
151231 ANTER CREEK LANE
HOUSTON, TX 77068
MONO* IhMadill
ife • = 4;'
gVI wcTREVISED
` tirs sg vela the Thrift
SL,. ,a/
Nu °Vue
Industries, Inc.
1053 -1059 East 29 Street
Hialeah, Florida 33013
(305) 694 -0397
FAX: (305) 694 -0398
NVHC 43 & NVHC 43/2 HURRICANE CLIP.
DWG #:
NU -3
Sheet:
3 of 3
Date:
JULY 10, 2003
Revisions: (1) 11/10/03
(2) 12/11/03
(3) 4/27/05
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
ELEVATIONS & GENERAL NOTES
2
ELEVATIONS
3
ANCHORING LAYOUTS
4
ANCHORING LAYOUTS
5
VERTICAL SECTIONS & GLAZING DETAILS
6
HORIZONTAL SECTIONS & DETAILS
7
COMPONENTS
8
BILL OF MATERIALS
UNIT SIZE
DESIGN PRESSURE RATING
DOUBLE DOOR UP TO 75 1/8" X 98"
+60 PSF / -62 PSF
SINGLE DOOR UP TO 38" X 98"
98"
MAX. O.A.
UNIT
HEIGHT
84 23/32"
MAX.
Q.L.O.
MULTI -LOCK W/
SHOOT BOLTS
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO MEET THE 2004 FLORIDA
BUILDING CODE INCLUDING HVHZ. INSTALLATION OF THIS
PRODUCT OUTSIDE THE "HVHZ" SHALL MEET THE
APPLICABLE CODE REQUIREMENTS FOR WINDBORNE
DEBRIS REQUIREMENTS.
2. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT.
IMPACT PROTECTION IS NOT REQUIRED FOR THIS PRODUCT.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
PER DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL
SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN
THESE DETAILS ARE NOT A PART OF THIS APPROVAL.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE AND IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
5. THESE DOOR SYSTEMS HAVE BEEN TESTED AND APPROVED
FOR DESIGN PRESSURES NOT TO EXCEED THOSE IN THE
DESIGN LOAD INFORMATION CHART SHOWN ON THIS SHEET.
6. FOR REFERENCE SEE TEST REPORTS:
ATI 61976.01 - 301 - 18.03- 31369.01 & 03- 31369.02.
7. THE DESIGNATIONS "X° AND "XX" STAND FOR THE FOLLOWING:
X = SINGLE OUTSWING DOOR
XX = DOUBLE OUTSWING DOOR
• NOTE:
ELEVATIONS SHOWN ON THIS PAGE WITH 2X BUCKING AND
WITHOUT LOCATING FLANGES. FOR OPTIONAL LOCATING
FLANGES, W/ DIRECT MOUNT SCREWS, SEE SHEETS 3 & 4.
MAX
UI
HEI
751/8" MAX O.A. UNIT WIDTH
26 5/8"
MAX. D.L.O.
5-PT. LOCK
37 1/16"
35 7/8"
PANEL & ASTRAGAL PANEL WIDTH
26 518"
MAX.
D.L.O.
5-PT. LOCK
38" MAX. OA.
UNIT WIDTH
Toi
g /
VII
A
8"
. O.A.
JIT
GHT
84 23/32"
MAX.
D.L.O.
I�
/
INACTIVE
\
\
ti
i
�
\
ACTIVE
1
I
/36"
/
j/
Q
Aft
a
37 1/16"
35 7/8"
PANEL & ASTRAGAL PANEL WIDTH
26 518"
MAX.
D.L.O.
5-PT. LOCK
38" MAX. OA.
UNIT WIDTH
Toi
8"
. O.A.
JIT
GHT
84 23/32"
MAX.
D.L.O.
I�
\
\
1
.
I
/36"
Q
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
24"
24"
10 1/16"
981 /8"
MAX. 0.A.
UNIT
HEIGHT
84 23/32"
MAX.
D.L.O.
63 3/16" MAX. 0.A. UNIT WIDTH
20 5/8"
MAX. D.L.O.
5-PT. LOCK
SEE SHEET 6 DETAIL
1" FOR TYP. FRAME
CORNER DETAIL
ti
INACTIVE
ACTIVE
T /
36°
1
\/
1
24"
24"
24"
10 1/16"
1 MULTI -LOCK W/
SHOOT BOLTS
ELEVATION
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
1
24"
24"
24"
10 1/16"
20 5/8"
MAX.
D.L.O.
5 -PT. LOCK
1
98 1/8"
MAX. 0.A.
UNIT
HEIGHT
ELEVATION
i
32" 29 7/8"
PANEL & ASTRAGAL PANEL WIDTH
32" MAX.
OA. UNIT WIDTH
t
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
84 23/32"
MAX.
D.L.O.
/
/
/31" /4
1
24"
24"
24"
101/16"
t
REVISIONS:
8
1
1
W
0
tINUCT REVISED
*owl)* with the-Florida
altehiptanee Ne 7 D3/Y*0/
apfrstion Date FEA3ttZ
Ell c��. 1•C ,
f Dadf P Central
f+o
0
A
CO
D 0
o 111
• m
• g
• o
In m
0co
z_
N
z >
W a
13 o 0
W
a
z
m
W
03
ul
82 1/8"
MAX. O.A.
UNIT
HEIGHT
�- 751/8" MAX. O.A. UNIT WIDTH
26.
MAX. D.L.O. L.
5 -PT. LOCK
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
INACTIVE
68 23/32"
MAX.
D.L.O.
NINE
1
2
q
2
101/16"
q
MULTI -LOCK W/
SHOOT BOLTS
82
MA)�
Ul
HEI
5 -PT. LOCK
38" MAX. O.A.
.UNIT WIDTH
26 5/8°
MAX. D.L.O.
821 /8"
MAX. O.A.
UNIT
HEIGHT
. 68 23/32°
MAX.
D.L.O.
i
63 3/16" MAX. O.A.
UNIT WIDTH
---� -{ 20 5/8" MAX. D.L.O.
r 5 -PT. LOCK
SEE SHEET 6 DETAIL
9" FOR TYP. FRAME
CORNER DETAIL
1
-_ •
X\1\
1/8"
:.OA.
VIT
GHT
Aft
Q
\
0,
68 23/32"
MAX.
D.L.O.
V
j
1
36°
/
0
\
INACTIVE
\
821 /8"
MAX. O.A.
UNIT
HEIGHT
. 68 23/32°
MAX.
D.L.O.
i
63 3/16" MAX. O.A.
UNIT WIDTH
---� -{ 20 5/8" MAX. D.L.O.
r 5 -PT. LOCK
SEE SHEET 6 DETAIL
9" FOR TYP. FRAME
CORNER DETAIL
MULTI -LOCK W/
SHOOT BOLTS
ELEVATION
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
2
28"
101/16"
ELEVATION
82 1/8"
MAX. OA
UNIT
HEIGHT
32" MAX. OA.
UNIT WIDTH
20 5/8"
MAX. L
D.L.O.
i
28°
6
28"
10 1/16"
t
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
68 23/32"
MAX.
D.L.O.
2
28"
10 1/16"
1
PRODUCT REVISIM
godlM
sal 1 .�!
Mew N
E,pifation Dade
8y
WAWA Dad
Division
REVISIONS
s
0
JELD -WEN WINDOWS AND DOORS
O ")
is o
0 0 m
0 a
w Z g
CO LU
O L-
Q
z
ca
O
0 <
CO
ow
m m
? m
U
0 OP
2
0 Z a
z
ZJ
'Q
m
0 F-
g
X\1\
0,
I
V
pc
ACTIVE
36"
/
\
INACTIVE
\
V
MULTI -LOCK W/
SHOOT BOLTS
ELEVATION
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
2
28"
101/16"
ELEVATION
82 1/8"
MAX. OA
UNIT
HEIGHT
32" MAX. OA.
UNIT WIDTH
20 5/8"
MAX. L
D.L.O.
i
28°
6
28"
10 1/16"
t
SEE SHEET 6 DETAIL
"1" FOR TYP. FRAME
CORNER DETAIL
68 23/32"
MAX.
D.L.O.
2
28"
10 1/16"
1
PRODUCT REVISIM
godlM
sal 1 .�!
Mew N
E,pifation Dade
8y
WAWA Dad
Division
REVISIONS
s
0
JELD -WEN WINDOWS AND DOORS
O ")
is o
0 0 m
0 a
w Z g
CO LU
O L-
Q
z
ca
O
0 <
CO
ow
m m
? m
U
0 OP
2
0 Z a
z
ZJ
'Q
m
0 F-
g
6° MAX. TYP. @ --
HEAD & SILL
12.28" MAX.
O.C. TYP.
t
TYP. P.T. BUCK
BY OTHERS
6" TYP. @ HEAD & SILL
3° TYP. @ HEAD & SILL
0
.1p
INACTIVE
ACTIVE
• /
/
ONO
m
FASTENERS AT HEAD & SILL
THROUGH STRIKE PLATE
INSTALLATION NOTES
1
6" MAX. TYP.
OPTIONAL NAILING FIN
(SEE INSTALLATION NOTE
#6 ON THIS SHEET)
I - 4-I 12.75° MAX. O.G. TYP. @ HEAD & SILL
ANCHOR LAYOUT
75 1/8" x 98"
6" MAX. TYP. @
HEAD & SILL
12.28" MAX. O.C.
TYP.
1. SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS.
MAXIMUM ALLOWABLE SHIM SPACE TO BE 1/4 ". SHIM
WHERE SPACE OF 1/16" OR GREATER OCCURS.
2. FOR ANCHORING INTO CONCRETE OR MASONRY USE 1/4"
DIAMETER ELCO TAPCON WITH SUFFICIENT LENGTH TO
ACHIEVE A 1.1/4" MINIMUM EMBEDMENT WITH A 2 1/2°
MINIMUM EDGE DISTANCE.
3. FOR ANCHORING INTO WOOD FRAMING USE #10 WOOD SCREW
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM
EMBEDMENT.
4. INSTALL ANCHORS AS SHOWN ON ANCHOR LAYOUTS AND
SECTIONS.
5. LOAD BEARING SHIMS SHALL USED.
6. #8 X 1 5/8" ROOFING NAILS USED W/ OPT. NAIL FINS &
DRIP CAP ARE NOT A SUBSTITUTION FOR USE AS AN INSTALLATION
ANCHOR. IT IS SOLELY USED AS A LOCATOR.
t
\ 0
12.75" MAX. O.C. TYP. @
HEAD & SILL r "1
ANCHOR. LAYOUT
38" x98"
4° MAX. TYP.
HEAD & SILL
1
14.35" MAX.
O.C. TYP.
INSTALLATION ANCHOR
LOCATION TYP.
6" MAX. TYP.
6" TYP. @ HEAD & SILL
3" TYP. @ HEAD & SILL
0
/
ACTIVE
y
/
TYP. P.T. BUCK
BY OTHERS
4
FASTENERS AT HEAD & SILL
THROUGH STRIKE PLATE
6" MAX. TYP. @
HEAD & SILL I I
1
14.35° MAX. O.C.
TYP.
t�1
1
6" MAX. TYP.
11.75" MAX. O.C. TYP. @ HEAD & SILL
ANCHOR LAYOUT
63 3/16" X 98 1/8"
1
6" MAX. TYP.
t
1 t 10" MAX.
1 O.C. TYP.
ANCHOR LAYOUT
32" x 98 1/8"
with ituei3
111 Code
6 ^pal �O
�, Date 1L Lik
SOW Dadc raoct Control
eivklou
REVISIONS:
■
1 I I
2
1
1
2
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0 m
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Z� O
30
IT g
Oz
OE
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2
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NMI
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.
.
•
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/
/
/0.
1 t 10" MAX.
1 O.C. TYP.
ANCHOR LAYOUT
32" x 98 1/8"
with ituei3
111 Code
6 ^pal �O
�, Date 1L Lik
SOW Dadc raoct Control
eivklou
REVISIONS:
■
1 I I
2
1
1
2
w
O o
0 m
Z ice
Z� O
30
IT g
Oz
OE
U
OQ
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2
z
2
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NMI
co
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co
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6" MAX. TYP.
@ HEAD & SILL
1
11.68" MAX. O.C.
TYP.
1
TYP. P.T. BUCK
BY OTHERS
lr6" TYP. @ HEAD & SILL
3" TYP. @ HEAD & SILL
�i /
/
INACTIVE
ACTIVE
FASTENERS AT HEAD & SILL
THROUGH STRIKE PLATE
I1 1
1
6" MAX. TYP.
1
OPTIONAL NAILING FIN
(SEE INSTALLATION NOTE
#6 ON SHEET 3)
12.75" MAX. O.C. TYP. @ HEAD & SILL
ANCHOR LAYOUT
75 1/8" x 82 1/8"
12.75" MAX. O.C. TYP
6" MAX. TYP.
@ HEAD & SILL
11.68" MAX. O.C.
TYP.
6" MAX. TYP.
�11
f
fl
it
1
ANCHOR LAYOUT
38" x 82 1/8"
INSTALLATION ANCHOR
LOCATION TYP.
--►� �.,-- 3" TYP. @ HEAD & SILL
4" MAX. TYP
HEAD & SILL
1
14" MAX. O.C.
TYP.
r INAC
C .
TYP. P.T. BUCK
BY OTHERS
FASTENERS AT HEAD & SILL
THROUGH STRIKE PLATE
11.75" MAX. O.C. TYP. @ HEAD & SILL
ANCHOR LAYOUT
63 1/8" x 82 1/8"
6" MAX. TYP.
@ HEAD & SILL
14" MAX. O.C.
TYP.
1
_ I 1.0" MAX.
O.C. TYP.
ANCHOR LAYOUT
32" x 82 1/8"
1
6" MAX. TYP.
1
PRINmer Ii V1S D
yi ,►1t tL' o 111*
Code
�b l2,
A Lraw -�`
ay.e1 udc �trd
Division
REVISIONS:
io
a
2
1
1
w
JELD -WEN WINDOWS AND DOORS
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0
0
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W
m
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1c4
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0
0
0
0
m
O
0
x
0
z
LL u,
z
z0
00
z
000
00
Z
0
z
3
CO
e-
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0
0
a
co
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0
0
co.
W
i�F
g
1
g 0 9
1bj143
LL All
3/4" MIN.
EDGE DIST.
2X BUCK BY OTHERS
(TO BE ENGINEERED
SEPARATELY)
. .4
EXTERIOR
INTERIOR
.4
CONCRETE/MASONRY
BY OTHERS
L
1 1/2" MIN.
EMBED.
1
1/4" MAX.
SHIM
SEE GLAZING DETAIL
ON THIS SHEET
(M VERTICAL SECTION
MAX. UNIT
HEIGHT (SEE
CORRESPONDING
ELEVATION IN
SHEET 1 & 2)
5/
EXTERIOR
FLANGE
CONCRETE
SEE GLAZING DETAIL
ON THIS SHEET
INTERIOR
3/4" MIN.
EDGE DIST.
OPTIONAL NAILING FIN
(SEE INSTALLATION NOTE #6, SHEET 3)
NOTE:
TOP RAIL AND BOTTOM RAIL ARE COMPOSED OF SOLID
.WESTERN PINE VENEER LAMINATED TO A KILN DRIED
EDGE - AND -END GLUED CORE. LOCK AND HINGE STILES
SHALL BE SOLID WESTERN PINE VENEER LAMINATED TO A
TIMBERSTRAND CORE. STILES AND RAILS ARE 1.71875"
THICK. TOP RAILS AND STILES ARE 4.625" WIDE. BOTTOM
RAILS ARE 6.625° (168MM) WIDE. THE OPTIONAL BOTTOM
RAIL IS 10.25° (260MM) WIDE. CLAD ALUMINUM ROLLFORM
SURFACE IS .024" WALL THICKNESS.
Q -LON TO BE SEALED BY SILICONE AT ASTRAGAL
2 1/2" MIN. r--
EDGE DIST.
CONCRETE/MASONRY
BY OTHERS
• 4
1 1/4" MIN.
EMBED.
1
VERTICAL SECTION
FLANGE
CONCRETE
4a
2X BUCK BY OTHERS
(TO BE ENGINEERED
• SEPARATELY)
:4
EXTERIOR
INTERIOR
CONCRETE/MASONRY
BY OTHERS
1/4" MAX. I
SHIM
1 /_ SEE GLAZING DETAIL
�� ON THIS SHEET
VERTICAL SECTION
FLANGE WI OPTIONAL DRIP CAP
CONCRETE
1 1/2" MIN.
EMBED.
ALL PANELS WERE GLAZED WITH CARDINAL SEA -STORM
0.470" THICK OVERALL LAMINATED GLASS CONSISTING
OF 3/16" ANNEALED GLASS - 0.095 SEA STORM
INTERLAYER - 3/16" ANNEALED GLASS
0
INTERIOR
GLAZING DETAIL
I pt't S� Fbetda
���e► - a31Y•v l
„tea BIZ
DOOR OPENING
GLAZING DESCRIPTION
D.L.O.
PANEL DIMENSIONS
UP TO 75 1/8" x 98"
3/16" ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/16" ANNEALED GLASS
26
5/8 "x84 23/32"
(Active): 35 7/8" x 98"
(Inactive): 37 1/16" x 98"
UP TO 63 3116" x 98 1/8"
3/16". ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/16" ANNEALED GLASS
20
5/8"x84
23/32"
(Active): 29 7/8" x 98"
(1 nactive): 32" x 98"
UP TO 38" x 98"
3/16" ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/18 ANNEALED GLASS
26
5/8"x84
23/32"
(Active): 35 7/8" x 98"
UP TO 31 1/8" x 98 1/8"
3/16" ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/16" ANNEALED GLASS
20
5/8"x84
23/32" '
(Active): 29 7/8" x 98"
UP TO 75 1 /8" x 82 1/8"
3/16" ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/16" ANNEALED GLASS
26
5/8 "x68
23/32"
(Active): 35 7/8" x 82 1/8"
(Inactive): 37 1/16" x 82 1/8"
UP TO 63 3/16" x 82 1/8"
3/16" ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/16" ANNEALED GLASS
20
5/8"x68
23/32"
(Acts*: 29 7/8" x 82 1/8"
(Inactive): 32" x 82 1/8"
UP TO 38" x 82 1/8"
3/16" ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/16" ANNEALED GLASS
26
5/8"x68
23/32'
(Active): 35 7/8" x 82 1/8"
UP TO 31 1/8" x 82 1/8"
3/16" ANNEALED GLASS + 0.095" SEA STORM
INTERLAYER + 3/18" ANNEALED GLASS
20
5/8 "x68
23/32"
(Active): 29 7/8" x 82 1/8"
z
0
Io
W
0
JELD -WEN WINDOWS AND DOORS
O
Z
m
0
O
0
0
0
Z
w
m
O
Q
0
o
3/4" MIN.
EDGE
DIST.
1 1/2" MIN.
EMBED.
2X BUCK BY OTHERS
INTERIOR
-LON TO BE SEALED BY SILICONE AT ASTRAGAL
1 1/2" MIN.
EMBED.
.4
d
4.
00----: INACTIVE ® ' I I�
p Fi
' I L`�!! ACTIVE ion _am
alimiliviiliill 111 III' Vi-------:--=-1111
=t '•r= i j — = r
I,
SEE GLAZING
DETAIL, SHEET 5 IIV� i t
1 f"------___ 40
1/4" MAX.
CONCRETE SHIM
/MASONRY
BY OTHERS
e
CONCRETE /MASONRY
4 � BY OTHERS
SEE GLAZING
DETAIL, SHEET 5
•'d1• •
2X BUCK BY OTHERS
3/4° MIN.
EDGE
DIST.
TO BE USED WI DIRECT MOUNT SCREWS
1/4" MAX.
SHIM
HORIZONTAL SECTION
HINGE
WOOD
1 1/2" MIN. EMBED.
2X BUCK BY OTHERS
•
3/4" MIN.°
EDGE .
DIST.
14 •
CONCRETE
INTERIOR
ACTIVE
/MASONRY - 1/4" MAX.
BY OTHERS SHIM
SEE GLAZING
DETAIL, SHEET 5
EXTERIOR
SINGLE DOOR (SEE MAX. UNIT WIDTH IN
ELEVATION SHEET 1 & 2)
HORIZONTAL SECTION
LATCH AT JAMB
WOOD
EXTERIOR (OUTSWING DOORS)
MAX. UNIT WIDTH (SEE CORRESPONDING ELEVATION IN SHEET 1 & 2)
SECTION
THORIZONTAL
ASTRAGAL
DETAIL 1
FRAME CORNER FASTENER DETAIL
HORIZONTAL SECTION
HINGE
WOOD PRODUCT REVISED
tiliatitmtying with the Florida
Code
tealltitnee o -03I''01
Expiration Date FA 11 l
Mai Da fl_
er de
D ivision
FRAME CONSTRUCTION:
THE WOOD FRAME IS 4 5/16° x 1 7/16" PONDEROSA PINE. THE
FRAME METAL IS 2.26091 "x .921875" x .060" WALL EXTRUDED
ALUMINUM. THE FRAME METAL IS SNAPPED ONTO THE WOOD JAMB
WITH A LAP JOINT AT THE HEAD CORNERS AND SEALED WITH SILICONE
(1199 DOW CORNING). EACH HEAD CORNER IS FASTENED WITH (3)
#8 x 2" FLT. HD. PHL. SCREWS. AN ADDITIONAL #8 x 1" FLT. HD.
PHL. SCREW IS APPLIED INTO THE SCREW BOSS OF THE ALUMINUM
EXTRUSION AND A CORNER KEY .125" x 11/32" INTO THE SLOT
OF THE ALUMINUM EXTRUSION TO COMPLETE THE CORNER. THE SILL
IS ATTACHED THROUGH THE SIDE JAMB INTO THE SILL BASE WITH (3)
#8 x 2" FLT. HD. PHL. SCREWS. AN ADDITIONAL #8 x 1" FLT. HD.
PHL. SCREW IS APPLIED UP THROUGH THE SILL METAL INTO THE SCREW
BOSE OF THE ALUMINUM SIDE JAMB EXTRUSION TO COMPLETE THE
INSTALLATION.
z
0
C
1
0
co
0
0
0 co
0
z
W
0
0
0
0
z
w
m
}
m
co
0
m
0
z
0
O
0
z
z
w
m
re
0
z
0
U
v)
0
0
0.922"
f - 2.261 "--�
JAMB CLADDING
4.313"
min
0.937"
0.805"
1.437"
WOOD JAMB
(HEAD /SIDE)
(a 0.791°
0.625 1-4-1
GLASS STOP
1.310"
CORNER KEY '313
1.310"
0.125"
4.605 "
11111'
1. 719"
TOP RAIL
'1\
6.606"
1.719"
BOTTOM RAIL
4.605"
ND/
1
1.719"
LOCK/HINGE STILE
4.574"
0.438"
TOP RAIL/STILE CLADDING
6.574"
0.438"
T- BOTTOM RAIL CLADDING
0.542" -1
1.433"
INACTIVE ASTRAGAL COVER
1.191"
0.542"
ACTIVE ASTRAGAL COVER
k . 1.157"
0.474°
AJTRAGAL MULLION CAP
-�' -1 1.750"
1.314"
0.628"
SILL CA7
3.718" -►�
OUTSWING SILL METAL
2.140"
0.891
DOOR SWEEP
0.435"
1.721° 1-*-
OPTIONAL NAILFIN
4.125" -1
WOOD ASTRAGAL
1.522" 1-+-- c
1.884"
I
OPTIONAL DRIPCAP
2.063°
2.625 ".-H
0.996 °�
0.681"
SILL GROMMET
1.062"
SILL BASE
I+--- 3.750 " -I.-1
1.1250 L
U �--�0 1.240" 1.560"
0.375 "1
® r
SILL STRIKE PLATE
0.375"
3.250"
O Oo
1'0'.875°
HEAD STRIKE PLATE
1.416"
$ 0.489"
0.260"
WEATHERSTRIP
1 1.415"
1.51602"
1.180" 113 1.3478"
f
f
3.818"
0,787"
®I
ROUNDBOLT STRIKE
0.775"
4.386"
0.695"
0.58- 8"
WEATHERSTRIP
4.000°
4.000"
TAI'
ADJUSTABLE HINGE
0.157"
(1,453"
199" 1.280"
0.820
1.831"
1
0.182"
ACTIVE HARDWARE
SINGLE & DOUBLE DOOR
623"
1.831°
0.241"
INACTIVE HARDWARE
t1.496" I
0.102"
0
1
1.772°
0.630
8.819" O
0.433"
3.976"
1.772"
i
0.787"
DUAL STRIKE PLATE
NOTE:
PANELS ARE CONSTRUCTED OF HINGE STILES
(4.605" x 1.719 "), LOCK STILES (4.605" x 1.719 "),
TOP RAIL (4.605" x 1.719 "), AND STANDARD
BOTTOM RAIL (6.606° x 1.719 "), OPTIONAL
BOTTOM RAIL (10.25° x 1.719 "). DOWELS ARE
COATED WITH A WATER ACTIVATED ADHESIVE
AND WATER IS APPLIED TO THE DOWELS PRIOR
TO INSERTION INTO THE DOWEL HOLES. (SEE
DETAIL "C") THE ASTRAGAL IS APPLIED TO THE
INACTIVE STILE AFTER THE INACTIVE
HARDWARE IS INSTALLED INTO THE INACTIVE
STILE.
DETAIL 2
PRODUCT REVISED
as set¢ plying with iiiwriedik
ilabithg eNs 7 a al
* p raitan Date 1 L
t .L�
Dade 4seAi
Whin
w cc
Io
0
0
0
m
JELD -WEN WINDOWS AND DOORS
0
E
O o
o
wz
g w ow
00
m z f3�
O
0U
N 0
>
• U
O
2
Z J
Z Q
CO
0
0
U
0 50
ti
Ce
z
w
1
a
MATERIAL LIST
MATERIAL LIST
ITEM PART # DESCRIPTION MATERIAL
1 •SPD -161 ALUMINUM FRAME CLADDING - .060" WALL 6063 -T5 ALUM.
2 SPD -159 WOOD SIDE JAMB
3 SPD -164 WOOD HEAD JAMB
4 SPD -329 WOOD GLASS STOP WESTERN PINE
5 AC-74 FRAME CORNER KEY - 2 EA. (MITCHELL METALS) WESTERN PINE
6 N/A IMPACT RESISTANT ANNEALED LAMINATED GLASS (SEA STORM) SEE SHEET 5
7 N/A PRESSURE TREATED 2X BUCK (BY OTHERS) P.T. WOOD
8 N/A #8 X 1 5/8" ROOFING NAIL (USED W/ OPTIONAL NAIL FIN)
10 SPD -224 WOOD TOP RAIL
11 N/A 1/4" FRAME SHIM
12 SPD -226 WOOD 10 1/4" BOTTOM RAIL (OPTIONAL) WESTERN PINE
13 SPD -302 10 1/4" BOTTOM RAIL CLADDING - (HOMESHIELD) ALUMINUM
14 SPD -225 WOOD BOTTOM RAIL
15 SPD -228 WOOD LOCK STILE
16 SPD -228 WOOD HINGE STILE
17 SPD -300 TOP RAIL CLADDING - (HOMESHIELD)
18 SPD -301 BOTTOM RAIL CLADDING - (HOMESHIELD) ALUMINUM
19 SPD -304 STILE CLADDING - (HOMESHIELD) ALUMINUM
20 SPD -232 WOOD ASTRAGAL - (JELD -WEN MILLWORK) WESTERN PINE
21 SPD -162 ASTRAGAL MULLION CAP - (SAPA)
22 SPD -321 INACTIVE ASTRAGAL COVER - (SAPA)
23 SPD -320 ACTIVE ASTRAGAL COVER - (SAPA)
24 SPD -306 OUTSWING SILL METAL - (SAPA)
25 SPD -212 SILL CAP - .(CONNOLY)
26 SPD -213 SILL BASE - (CONNOLY) OAK
27 HLS -9000 INACTIVE MULTI -POINT HARDWARE - ( HOPPE)
28 HLS -9000 ACTIVE MULTI -POINT HARDWARE - ( HOPPE)
30 N/A INACTIVE HANDLE SET & ESCUTCHEON PLATE - ( HOPPE) COATED STEEL
31 N/A ROUNDBOLT STRIKE PLATE - ( HOPPE)
32 N/A DUAL STRIKE AND DEADBOLT PLATE - ( HOPPE)
33 N/A HEAD JAMB SHOOTBOLT STRIKE PLATE - ( HOPPE)
ITEM
PART #
DESCRIPTION
MATERIAL
34
N/A
SILL SHOOTBOLT STRIKE PLATE - ( HOPPE)
STAINLESS STEEL
WESTERN PINE
35
N/A
NOT USED
WESTERN PINE
36
N/A
Q -LON 650 WEATHERSTRIP SEALED W/ SILICONE - (SCHLEGEL)
37
N/A
ARLOC WEATHERSTRIP BULB - (INTEK)
38
WA
DOOR SWEEP - (ENDURA)
39
N/A
3/8" x 1/8" VHB TAPE
41
N/A
ITEM USED BUT NOT SHOWN
42
N/A
ITEM USED BUT NOTSHOWN
WESTERN PINE
43
N/A
SILL SHOOTBOLT GROMMET - (BRANDT)
WOOD
44
N/A
1/2" x 4" DOWEL (CHICAGO DOWEL)
POLY
POLY
POLY
3M
BRASS
STEEL
POLY
WOOD
45
N/A
4" ADJUSTABLE HINGE (SIMONSWERK)
COATED STEEL
46
N/A
ITEM USED BUT NOT SHOWN
STEEL
WESTERN PINE
47
N/A
ITEM USED BUT NOT SHOWN
WESTERN PINE
48
N/A
ACTIVE HANDLE SET & ESCUTCHEON PLATE (HOPPE)
COATED STEEL
WESTERN PINE
49
N/A
THUMBTURN (HOPPE)
COATED STEEL
ALUMINUM
50
N/A
#1199 SEALANT (DOW CORNING)
SEALANT
51
NIA
1° x 7/32" CROWN 18 GA. STAPLE, 6° 0.0 'PRODUCT NEVISED
STEEL
52
N/A
53
N/A
ALUMINUM
54
N/A
#8 x 3" P.H.F.H. MTL. S /STL. SCREW
I
#8 x 2" P.H.F.H. MTL. SCREW (HOPPE) EiD 1Z- COATED STEEL
STEEL
#8 x 2" P.H.F.H. WOOD SCREW
ALUMINUM
55
N/A
#8 x 1" P.H.F.H. WOOD SCREW
lea
cJ
STEEL
COLOR MATCH STL.
ALUMINUM
56
N/A
#8 x 1" P.H.F.H. S /STL (ITEM USED BUT NOT SHOWN)
STEEL
ALUMINUM
57
N/A
#8 x 3/4" P.H.F.H. WOOD SCREW
COATED STEEL
OAK
58
N/A
#8 x 2 1/4" P.H.F.H. WOOD SCREW (ITEM USED BUT NOT SHOWN)
COATED STEEL
59
N/A
#10 WOOD SCREW (SELECT FOR 1 1/2" MIN. EMBED.)
STEEL
STAINLESS STEEL
60
N/A
1/4" ELCO TAPCON ANCHOR W/ 1 1/4" EMBED.
STEEL
STAINLESS STEEL
61
N/A
#8 x 5/8" P.H.F.H. WOOD SCREW
COATED STEEL
62
N/A
#8 x 1 1/2° P.H.F.H. WOOD SCREW
COATED STEEL
COATED STEEL
63
AC-172 DRIPCAP
6063 -T5 ALUM.
COATED STEEL
64
N/A
FOLDING NAILING FLANGE - (AMESBURY) (OPTIONAL)
POLY
STAINLESS STEEL
65
NIA
ITEM USED BUT NOT SHOWN
WOOD
66
N/A
ITEM USED BUT NOT SHOWN
STEEL
REVISIONS
1
i
1
1
0
0
JELD -WEN WINDOWS AND DOORS
3
M
1-;
z
0
w
w
F.
0