HomeMy WebLinkAboutProduct Approvals, FL#22378.1Florida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application Detail �^
FL # FL22378-R6
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
11
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 201
Technical Representative
TAS 202
Address/Phone/Email
TAS 203
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
11
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 201
Year
1994
TAS 202
1994
TAS 203
1994
Method 1 Option A
http:/lwww.floridabui Iding.org/pr/pr_app_dtl. aspx?paramwGE V XQwtDgs 3M6m9 %2 fK8XPIOX7v28 W DOOMX51ni9 306 V sY I Xv4vXZY6A%3d%3d12/ 12/2019 5:15:24 PM]
Florida Building Code Online
Date Submitted 01/25/2019
Date Validated 01/28/2019
Date Pending FBC Approval
Date Approved 02/04/2019
Summary of Products
FL # Model, Number or Name Description
22378.1 Stormguard Fiberglass Side -Hing
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-65
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
ue I/S Single Door
Certification Agency Certificate
FL22378 R6 C CAC N1007077 07-R2 pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE 514010A Ddf
FL22378 R6 AE 514014A Ddf
Created by Independent Third Party: Yes
22378.2 Stormguard Fiberglass Side -Hinged 6-8" Opaque O/S Single Door
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-60
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
22378.3 Stormguard Fiberglass Side -Hinged
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
22378.4 Stormguard Fiberglass Side -Hinged
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
22378.5 Stormguard Fiberglass Side -Hinged
Door Unit
Certification Agency Certificate
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170 pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE 514014A Ddf
Created by Independent Third Party: Yes
6'-8" Opaque I/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL22378 R6 C CAC N1007077 07-R2 xf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170 Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE_514012A.Ddf
Created by Independent Third Party: Yes
6'-8" Opaque O/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL22378 RQ.0 CAC NI007077 07-R2.Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE_514008A.Ddf
Created by Independent Third Party: Yes
6'-8" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites
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WEST CHICAGO, IL 60185
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NO, -t -- DATE _REVISIONS & DETAILS
MASONITE WTERNAVONAL CORP.
1955 POWIS ROAD
WEST CHICAGO, IL 60185
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5/8/15 ANCHOR UPDATEOR ASSEMBLY:
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NO, -t -- DATE _REVISIONS & DETAILS
MASONITE WTERNAVONAL CORP.
1955 POWIS ROAD
WEST CHICAGO, IL 60185
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MASONITE WTERNAVONAL CORP.
1955 POWIS ROAD
WEST CHICAGO, IL 60185
L. Roberto Lomas P. E.
1432 Woodford Rd.
Manufacturer: Masonite
Lewisville, NC 27023
Report #: 514010A
434-688-0609
Date: 10/10/2017
rflomas,a�lrlomaspe com
636.5 Ibshn
Test Report: N/A
884 lbs/in
Product: Single door 3'x 68" (Wood Frame)
0.0007
Scope:
0.00096
This analysis provides calculations, quantities, and spacing requirements
for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
P =
Solid members w/ d w/out gap:
P=
a. With threads present in shear plane
B.
Fastener type: #10 wood screw
(NDS 20I2, NDS 2015, TR12)
Nominal diameter: D: 0.190 in
bop: g: 0.0000 in
Root diameter: Or: 0.152 m
Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: F„t = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50)
Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t,= 1.000 in
Main member thickness: t,,= 1.500 in
Side member dowel bearing strength: F. = 4,650 psi
Main member dowel bearing strength: F_ = 3.350 psi
Side member dowel bearing length: I, = 1.000 in
Main member dowel bearing length: h, = 1.140 in
Mode Ir,
Mode I,
Mode II
Mode III,
Mode III,
Mode IV
qm =
636.5 Ibshn
qs =
884 lbs/in
A:
0.0007
A.
0.00096
A.
0.00107
A:
0.00135
P =
725.61 lbs
P=
884 lbs
B.
L07
B:
0.57
8:
0.5
B:
0.000
Ko =
2.400
Ko =
2.400
C:
-427.674
C:
-253.623
C:
-267.699
C:
-93.6
Z,,,=
302 lbs
Z,=
368 lbs
p =
331 lbs
Ms =
46.8 in -lbs
Mm=
46.8 in -lbs
Ko =
2.400
P =
297 lbs
P =
319 lbs
P =
263 lbs
Min. Design value.
Z=
110 lbs
Z=
138 lbs
Ko =
2 400
Ko =
2.400
Ko =
2.400
Duration Factor:
Co =
1.6
Z=
124 lbs
Z=
133 lbs
Z=
110 Ids
Fastener type: 1/4 ITW Topcon
Tabulated values
N.O.A. 16-1222.06
Ind -
(in)
edge spacing (in)
Anchor
Substrate- Hollow block
Co'. Load
(lbs) Q� (lbs)
distance 2.00 4.00
2.3
Minimum embedment: 1.25 in
N/A
2.00 130 161
155 2 1 98
Actual edge distance: 2.50 in
AZ
4.00 163 202
656
Actual C To C spacing: 3 00 in
18.00
Allowable Design Value: Z..= 155 lbs/anchor (per interpolation when needed)
Juos Tra Te: 1b GA, Jteel
Tabulated design value: Z= 1266 lbs
Safety factor Fs= 4
Allowable Design Value (ZFs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 Design pressure. 85 0 psf
1% 79.25
A2
Al
1 of 3
Zone
Area
z
(ft)
Load
(lbs)
Ind -
(in)
Max.
O.C.
(in)
Anchor
Result
Co'. Load
(lbs) Q� (lbs)
A7
2.3
195
N/A
N/A
155 2 1 98
1 OK
AZ
7.7
656
6.00
18.00
155 5 1 131
1 OK
'oIIIIII////�
IR ' L 0 ///
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville, NC 27023 Report#514010A
434-688-0609 Date: 10/10/2017
rIIOmaS,E)IrIOMaSpe COM
Anchor Locations:
36.38
18.19 ----
6.00 TYp. 6.00 TYp.
I
6.00
79.25
66.00
I
2 of 3
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Luis R. Lomas P.E.
FL No..- 62514
10/10/2017
L. Roberto Lomas P. E-
1432 Woodford Rd.
Lewisville. NC 27023
434-688-0609
rIIomas,cJlrlomaspe ccm
Manufacturer: Masonite
Report # 514010A
Date: 10/10/2017
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3 FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRYHOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED
3of3
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
1 of 3
L. Roberto Lomas P. E.
1432 Woodford Rd Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514014A
434-688-0609 Date: 10/10/2017
rllcimasLcilrlomas e. corn
Test Report: N/A
Product: Single door Tx6'8" (Composite frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code
Anchor capacity in shear condition:
Solid members w/ d w/out gap:
a. With threads present in shear plane
Fastener type. #10 wood screw
(NDS 2012, NDS 2015, TR12)
Nominal diameter: D: 0190 in
&GP: g:
0.0000 in
Root diameter: Dr: 0.152 in
Moment arm:
0.0000 in
Minimum required penetration. p: 1.140 in
Screw bending yield strength: F,t, =
80,000 psi
Side member: PVC
Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness. t, = 1.000 in
Main member thickness: tm =
1.500 in
Side member dowel bearing strength. Fa = 10.000 psi
Main member dowel bearing strength: Fs,,, =
3,350 psi
Side member dowel bearing length: I, = 1.000 in
Main member dowel bearing length: Im =
1,140 in
Made I," Mode I, Mode II
Mode III", Mode III,
Mode IV
qm = 636.5 lbs/in cis = 1900 lbs/in A: 0.0005
A: 0.00066 A: 0.00092
A: 0.00105
P = 725.61 lbs P = 1900 lbs 8: 1,07
8: 0.57 8: 0.5
8: 0.000
Ka = 2.400 Ka - 2.400 C: 681.799
C: -253.623 C: -521.824
C: -93.6
Zm= 302 lbs Z,= 792 lbs P = 510 lbs
Ms = 46.8 in -lbs Mm = 46.8
in -lbs
K, = 2,400
P = 324 lbs P = 529
lbs P = 299 lbs
Min. Design value: Z= 125 lbs Z= 212 lbs
Ko = 2 400 Ko = 2.400
Ka = 2.400
Duration Foctor: Ca = 1.6
Z= 135 lbs Z= 221
lbs Z= 125 lbs
Allowable Design Value (ZCO) Z'= 199 lbs/anchor
Fastener type: 1/4 ITW Tapcon
Tabulated values
NO 16-1222.06
edge spacing (in)
Substrate: Hollow block
distance 2.00 1 4.00
Minimum embedment: 1.25 in
2.00 130 I61
Actual edge distance. 230 in
4.00 163 202
Actual C To C spacing. 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor (per interpolation when needed)
Fastener type: #10 Self topping screw
(Calculations per 2015 Aluminum Design Manual, section J.5.5)
Nominal screw diameter: 0: 0.190 in
Screw root area: A,
0.0151 int
Actual edge distance: de: 1.085 in
Screw shear ultimate strength: F„
54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC
Main member material: 6063-T5 ak•ninum
Thickness: t, 1.000 in
Thickness: t,
0.052 in
Ultimate tensile strength: F,.] 14 ksi
Ultimate tensile strength: F,.2
22 ksi
Nominal strength per bearing (side member): Rn = 2DtiF,,,2
Rnl = 5320 lbs (Eq J.5-12)
Nominal strength per bearing (main member): Rn = 21)t2F,,,2
Rn2 = 435 lbs (Eq J.5-12)
Nominal strength per tilting: Rn = 4.2(t231))"2F,,,2
Rn = 478 lbs (Eq J.5-13)
Nominal screw shear strength: Rn = A,.F,,,/1.25
Rn = 654 lbs (Eq J.5-14)
Safety factor: n=3
Allowable shear and bearing capacity: P_ 145 lbs/anchor
Fastener type: #10 Self tapping screw
(Calculations per AISI-S100-12, sections A2.32 and E4.3.1)
Nominal screw diameter: D: 0.190 in
Screw shear ultimate strength: F,
54.0 ksi
Screw root area: A, 00151 int
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC
Main member material: Metol froming
Thickness: ti 1.000 in
Ultimate tensile strength: F�, 14 ksi
Thickness: t2
Ultimate tensile strength: F„2
`\`�1i,
Nominal strength per tilting: Rn = 4.2(t23D)12F,2
Rn = 1001 lbs (Eq E4.3.1-1)
\�� t+ L 0
Nominal strength per bearing (side member): Rn = 2.7DtlF"i
Rnl = 7182 lbs (Eq E4.3.1-2 and -4)
�� J\ • • . /�
Nominal strength per bearing (main member): Rn = 2.7Dt2F„2
ll= 1280 lbs (Eq E4.3.1-3 and -5)
�G E N S
i
Nominal screw shear strength: Rn = A,F,,/1.25
Rn = 654 lbs
`� • .
Safety factor: 0- 3
'�► •
Allowable shear and bearing capacity: P� 218 lbs/anchor
- --
Minimum anchor capacity: 145 lbs/anchor
Note- Anthers with the least capacity is used for calculations to quality anchors with
higher capacity.
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TATE 0 F •,,�,•• ;
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ORM
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514014A
434-688-0609 Date: 10/10/2017
rllomas•:b�lrlornaspe corn
Anchor calculations, minimum required anchors
36.38 Design pressure: 85.0 psf
Al
�/ ! 79.25
A2 A2
A
Anchor Locations:
79.25
2 of 3
-_36.38 -
6.00 TVP. - 6.00 TYR
I I
1
6.00
18'
MAX
O.C.
i
1<-
6.00
�\� v�C E NSF 9(P
• 0 951 • �r =
--v
�p • TAT OF k, ,
:c, 0 RIP
ONAL1E?��`�
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
Max.
Anchor
Area
Load
Ind
Cap. Load
Zone
Z
(ft)
(lbs)
(in)
O.C.
Resuit
(in)
(Ibs)Qty (Ibs)
A,
2.3
195
N/A
N/A
145 2 98
OK
Az
7.7
656
6.00
18.00
I45 5 131
OK
-_36.38 -
6.00 TVP. - 6.00 TYR
I I
1
6.00
18'
MAX
O.C.
i
1<-
6.00
�\� v�C E NSF 9(P
• 0 951 • �r =
--v
�p • TAT OF k, ,
:c, 0 RIP
ONAL1E?��`�
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville. NC 27023
434-688-0609
Manufacturer. Masonite
Report #: 514014A
Date: 10/10/2017
rllomas,g- Iriomasae com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 410 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN BELOW
4 ALL FASTENERS TO BE CORROSION RESISTANT,
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
A. WOOD. MINIMUM SPECIFIC GRAVITY OF G=042
B. CONCRETE. MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KSI
052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
9 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10 WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS,
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
3of3
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017