1221 MAYPORT RD ELPP18-002816"
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 48" OC
(MIN OF 3 BRACES FOR THIS SIGN)
ATTACHED TO ROOF PER TABLE BELOW
60'
131
SIGN FACE, CABINET & RACEWAY
ATTACHED TO EACH BRACE
w/ (2) 318" THRU BOLTS
(DESIGNED BY OTHERS)
FASTENER THRU ANGLE FRAME
-0 WALL / ROOF FRAMIP!G (SEE TABLE)
SIGN FACE, CABINET & RACEWAY
ATTACHED TO EACH BRACE
w/ (2) 3/8" THRU BOLTS
(DESIGNED BY OTHERS)
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 48" OC
(MIN OF 3 BRACES FOR THIS SIGN)
TYPICAL SIGN SECTION
NOT TO SCALE
FASTENER WALL ALLOWABLE MINIMUM # OF
CONSTRUCTION LOAD (LB) FASTENERS
3/8" THRU BOLT A307 I FRAME w/ 2X4 BACKER 1 500 2 PER BRACE
NOTE: MAXIMUM WEIGHT OF SIGN & CABINET IS 10 LB PER SQ FT
FASTENER LOADS
SIGN TO FRAME: 1' x 4' X.8 = 3.2 FT2 x 33 PSF / 2 BOLTS = 53 PER FASTENER
FRAME TO ROOF: 1' x 4'x .8= 3.2 FT2 x 33 PSF *.5'1.83'= 64 PER FASTENER
SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES: By using this generic sign
attachment engineering the owner, manufacturer, and installer accept responsibility to:
a. Design sign faces, letters, cabinets, raceways, and attachment brackets according to
sign code, building code, and UL
b. Verify site conditions match stated wind speed, risk, exposure and topo factors
c. Select approved attachment detail, conforming to this generic attachment engineering, by
verifying existing wall; which is not the responsibility of this engineer. In fact materials and
construction of existing wall is not known at the time of this seal; for this reason various
attachment options for various wall construction types are specified.
2. ENGINEER'S SCOPE OF WORK: This design establishes minimum structural requirements for
attachment of generic signs to wall based on stated (not verified) wind & gravity loads.
a. Size, solid area & weight of generic signs is limited as specified in the generic outline drawing.
b. This design is based on C&C wind loads as per ASCE 7-10 sec. 30.5-1 which state that the
design wind pressure on a solid sign attached to the wall of a building, where sign is parallel
and in contact with the wall, shall be determined using wind pressures for walls per Ch. 30
3. WIND DESIGN DATA:
a. Basic Wind Speed, V = 130 MPH (Ult).
b. Risk Category II, (MRI = 700 yr.)
c. Wind Directonality Factor, Kd = .85, (attached signs)
d. Wind Exposure = C,
e. Topographic Factor = 1.0, (owner & sign installer must verify)
f. Gust -Effect Factor, G = .85, (rigid structure) 29.4.2) 7-10 sec. 29.4.2)
g. Internal Pressure Coefficient, Cpi = N/A, (p
4. WIND LOADS FOR COMPONENTS AND CLADDING (determined using ASCE 7-10, Ch. 30)
a. Sign Height = 20 ft max
b. ASCE 7-10: Fig. 30.5-1, Components and Cladding Method 1
Zone = 1, Effective wind area = 10 ft2, Exposure = C
Net Design Pressure (Pnet) = -39.1 psf x 1.40 = -54.7 psf
Factored Wind Pressure = Pnet x .6 (Allowable Stress Design) = -33 psf
5. Referenced Code Requirements, ASTM specifications, ACI -318 for reinforced
concrete, American Welding Society Code for Welding in Building construction,
AISC Specification for Design, Fabrication, and Erection of Structural Steel for
Buildings.
6. Wall material specs for attachment only:
(Building design and structure is by others.)
a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell.
b. Wood framing shall be 2x4 SPF, 0.42 s.9. w/ fasteners in mid 1/2" of 1.5" edge.
c. Cold Formed Steel Framing shall be .033", 36ksi with fasteners in flange.
d. Wood Structural Sheathing shall be 7/16" OSB or plywood.
e. Concrete shall be 3000 psi min compressive strength.
7. Contractor shall verify all wall materials and construction, dimensions, and
conditions in the field before erection and notify the engineer of any discrepancies.
8. FASTENERS: (all allowable loads are per allowable stress design)
a. 3/8" A307 STEEL THROUGH BOLTS: (CMU, concrete, frame, and OSB sheathing)
- Install w/ 2x4 blocking on back of wall rafters.
Allowable tension load = 500 Ib t
14--
16"
4- -
CERTIFICATION: To best of my knowledge,
I certify this analysis meets structural
requirements of:
6th Edition FLORIDA
BUILDING CODE (2017)
LIMITATION: Valid for only one sign, at
specified location. In case of conflict,
structural requirements, scope of work, and
installer, mfg, owner responsibilities control.
THIS SEAL FOR STRUCTURAL ONLY
MARK DISOS E
FLPE 915
u
xo No 5311
Y:
C ;
6" TC 0
Al
Tuesday, November 20, 2018
Shark Si ins of
NE FL, Inc.
Jaguar Power
Sports
SITE LOCATION:
1221 Mayport Rd
Atlantic Beach, FL 32233
Mark Disosway P.E.
163 SW Midtown Place, Suite 103
Lake City, Florida 32025
Phone: (386) 754 - 5419
Fax: (386) 269 - 4871
Email:
disoswaydesign@gmail.com
=BY:HECKED BY:
k Disosway P.E.
JOB NUMBER:
181235
DRAWING NUMBER
S-1
OF 1 SHEET
3.5'
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 24" OC
(MIN OF 4 BRACES FOR THIS SIGN)
ATTACHED TO ROOF PER TABLE BELOW
IR" C: YXIaUY:".L+* � JXPX!'J Ii�ti9k:w's
16"
1.
SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES: accept resp this generic sign
installer ecce t res oacco it to:
CERTIFICATION: To best of my knowledge,
I certify this analysis meets structural
attachment engineering the owner, manufacturer, and
faces, letters, cabinets, raceways, and attachment brackets according to
requirements of:
a. Design sign
sign code, building code, and UL
b. Verify site conditions match stated wind speed, risk, exposure and topo factors
to this generic attachment engineering, by
6th Edition FLORIDA
c. Select approved attachment detail, conforming
of this engineer. In fact materials and
BUILDING CODE (2017)
verifying existing wall; which is not the responsibility
construction of existing wall is not known at the time of this seal; for this reason various
construction types are specified.
attachment options for various wall
LIMITATION: Valid for only one sign, at
SIGN FACE, CABINET & RACEWAY 2.
ENGINEER'S SCOPE OF WORK: This design establishes minimum structural requirements for
ty louttl
nas
specified location. In case of conflict,
structural requlremenis, scope of work, and
ATTACHED TO EACH BRACE
to outline drawing.
& weight of g nlericss gnsed nis limited stated
specot ified in he generic
attachSiznt f generic signs
installer, mfg, owner responsibilities control.
wl (2) 3/8" THRU BOLTS
BY OTHERS)
b. This design is based on C&C wind loads as per ASCE 7-10 sec. 30.5-1 which state that the
on a solid sign attached to the wall of a building, where sign is h. 30e
Ch_ 30
THIS SEAL FOR STRUCTURAL ONLY
(DESIGNED
design wind pressure
and in contact with the wall, shall be determined using wind pressures for walls per
,-DARK DIS E
FLP 915
3. WIND DESIGN DATA:
��t
�,. ,_•
'
a. Basic Wind Speed, V = 130 MPH (Ult).
b. Risk Category II, (MRI = 700 yr.)
4
c. Wind Directonality Factor, Kd = .85, (attached signs)
= C,
a, rip'„«
d. Wind Exposure
e. Topographic Factor –1 . 0, (owner &sign installer must verify)
f. Gust -Effect Factor, G = .85, (rigid structure)
g. Internal Pressure Coefficient, Cpi = N/A, (p erASCE 7 10 sec. 29.4.2)
��
�'•" i
4. WIND LOADS FOR COMPONENTS AND CLADDING (determined using ASCE 7-10, Ch. 30)
�sep�=, L, ` �� •• •^�� o�,�
'•••.••••` ����
Q
a. Sign Height = 20 ft max
b. ASCE 7-10: Fig. 30.5-1, Components and Cladding - Method 1
= C
°'i` l ®N
Zone = 1, Effective wind area = 10 ft2, Exposure
Q1t t i e e @ Edi
Net Design Pressure (Pnet) _ -39.1 psf x 1.40 = -54.7 psf
Factored Wind Pressure = Pnet x .6 (Allowable Stress Design) =-33 psf
Tuesday, November 20, 2018
5. ReferencedCodeRequirements,ASTMspecifications,ACI-318 for reinforced
Society Code for Welding in Building Construction,
Shark Signs of
Q Q�
V' 8
concrete, American Welding
AISC Specification for Design, Fabrication, and Erection of Structural Steel for
NE FL Inc.
Buildings.
6. Wall material specs for attachment only:
(Building design and structure is by others.)
a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell.
fasteners in mid 112" of edge.
b. Wood framing shall be 2x4 SPF, 0.42 s.g. wl
c. Cold Formed Steel Framing shall be .033", 36ksi with fasteners in flange.
Sheathing shall be 7/16" OSB or plywood.
�' P OW p v
Jaguar
d. Wood Structural
e. Concrete shall be 3000 psi min compressive strength.
Q `l JJ
7. Contractor shall verify all wall materials and construction, dimensions, and
in the field before erection and notify the engineer of any discrepancies.
Sports
V �✓
conditions
FASTENER THRU ANGLE FRAME
TO WALL I ROOF FRAMING (SEE TABLE)
allowale stress
8. FASTENERS:. 3/8"A307 STEEL THROUGH BOLble loads are TS (CMU bconcrete,dframe, and OSB sheathing)
SIGN FACE, CABINET & RACEWAY
- Install wl 2x4 blocking on back of wall rafters.
Allowable tension load = 500 Ib
SITE LOCATION:
o ATTACHED TO EACH BRACE
1221 Mayport Rd
iv w/(2) 3/8" THRU BOLTS
(DESIGNED BY OTHERS)
Atlantic Beach, FL 32233
ANGLE BRACE FRAMES (BY OTHERS)
Mark Disosway P.E.
o MAX SPACING OF G 24" OC
OF 4 BRACES FOR THIS SIGN)
163 SW Midtown Place, Suite 103
(MIN
Lake City, Florida 32025
Phone: (386) 754 - 5419
TYPICAL SIGN SSCTION
Fax: (386) 269 - 4871
NOT TO SCALE
Email:
disoswaydesign@gma'Lcom
WALL ALLOWABLE MINIMUM # OF
DRAWN BY: CHECKED BY:
Mark Dlisosway P. .
FASTENER FASTENERS
CONSTRUCTION LOAD (LB)
Suzanne Sabala
JOB NUMBER:
318" THRU BOLT A307 FRAME wl 2X4 BACKER 500 2PERBRACE
181235
DRAWING NUMBER
NOTE: MAXIMUM WEIGHT OF SIGN & CABINET IS 10 LB PER SQ FT
S-1
v
FASTENER LOADS
SIGN TO FRAME: 3.5' x 2' x .6 = 4.2 FT2 x 33 PSF / 2 BOLTS = 70 PER FASTENER
PSF 1.75'1.83'= 293 PER FASTENER
OF 1 SHEET
FRAME TO ROOF: 3.5'x 2' x.6= 4.2 FT2 x 33
16"
60'
FASTENER THRU ANGLE FRAME
TO WALL / ROOF FRAMING (SEE TABLE)
SIGN FACE, CABINET & RACEWAY
C) ATTACHED TO EACH BRACE
wit (2) 3/8" THRU BOLTS
(DESIGNED BY OTHERS)
o-,
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 48" OC
(MIN OF 3 BRACES FOR THIS SIGN)
TYPICAL SIGN SECTION
NOT TO SCALE
1. SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES: By using this generic sign
CERTIFICATION: To best of my knowledge,
attachment engineering the owner, manufacturer, and installer accept responsibility to:
I certify this analysis meets structural
ALLOWABLE
a. Design sign faces, letters, cabinets, raceways, and attachment brackets according to
requirements of:
CONSTRUCTION
sign code, building code, and UL
FASTENERS
3/8" THRU BOLT A307
b. Verify site conditions match stated wind speed, risk, exposure and topo factors
6th Edition FLORIDA
2 PER BRACE
c. Select approved attachment detail, conforming to this generic attachment engineering, by
verifying existing wall; which is not the responsibility of this engineer. In fact materials and
BUILDING CODE (2017)
construction of existing wall is not known at the time of this seal; for this reason various
attachment options for various wall construction types are specified.
SIGN FACE, CABINET & RACEWAY
2. ENGINEER'S SCOPE OF WORK: This design establishes minimum structural requirements for
LIMITATION: Valid for only one sign, at
specified location. In case of conflict,
ATTACHED TO EACH BRACE:
attachment of generic signs to wall based on stated (not verified) wind & gravity loads.
structural requirements, scope of work, and
w/ (2) 3/8" THRU BOLTS
a. Size, solid area & weight of generic signs is limited as specified in the generic outline drawing.
installer, mfg, owner responsibilities control.
(DESIGNED BY OTHERS)
b. This design is based on C&C wind loads as per ASCE 7-10 sec. 30.5-1 which state that the
THIS SEAL FOR STRUCTURAL ONLY
design wind pressure on a solid sign attached to the wall of a building, where sign is parallel
and in contact with the wall, shall be determined using wind pressures for walls per Ch. 30
MARK DIrSOS Y, PE
3. WIND DESIGN DATA:
'FLP 915
�'
a. Basic Wind Speed, V = 130 MPH (Ult).
r
AMPM
b. Risk Category Il, (MRI = 700 yr.)AN
®
a
c. Wind Directonality Factor, Kd = .85, (attached signs)
d. Wind Exposure = C,
e. Topographic Factor = 1.0, (owner & sign installer must verify)
h` '
f. Gust -Effect Factor, G = .85, (rigid structure)
g. Internal Pressure Coefficient, Cpi = WA, (per ASCE 7-10 sec. 29.4.2)
4. WIND LOADS FOR COMPONENTS AND CLADDING (determined using ASCE 7-10, Ch. 30)
a. Sign Height = 20 ft max
�,. r r
� AT
r+�
b. ASCE 7-10: Fig. 30.5-1, Components and Cladding - Method 1
14 a�JC
Zone = 1, Effective wind area = 10 ft2, Exposure = C,�
• �` _>�
s
ANGLE BRACE FRAMES (BY OTHERS)x,ar
Net Design Pressure (Pnet) _ -39.1 psf x 1.40 = -54.7 psf
F I
MAX SPACING OF @ 48" OC
Factored Wind Pressure = Pnet x .6 (Allowable Stress Design) =-33 psf
(MIN OF 3 BRACES FOR THIS SIGN)
Tuesday, November 20, 2018
ATTACHED TO ROOF PER TABLE BELOW
5. Referenced Code Requirements, ASTM specifications, ACI -318 for reinforced
concrete, American Welding Society Code for Welding in Building Construction,
Shark Signs of
AISC Specification for Design, Fabrication, and Erection of Structural Steel for
NE FL, Inc.
Buildings.
16"
60'
FASTENER THRU ANGLE FRAME
TO WALL / ROOF FRAMING (SEE TABLE)
SIGN FACE, CABINET & RACEWAY
C) ATTACHED TO EACH BRACE
wit (2) 3/8" THRU BOLTS
(DESIGNED BY OTHERS)
o-,
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 48" OC
(MIN OF 3 BRACES FOR THIS SIGN)
TYPICAL SIGN SECTION
NOT TO SCALE
NOTE: MAXIMUM WEIGHT OF SIGN & CABINET IS 10 LB PER SQ FT
FASTENER LOADS
SIGN TO FRAME: 1' x 4'x.8 = 3.2 FT2 x 33 PSF 12 BOLTS = 53 PER FASTENER
FRAME TO ROOF: 1' x 4'x.8= 3.2 FT2 x 33 PSF *.5'/.83'= 64 PER FASTENER
6. Wall material specs for attachment only:
(Building design and structure is by others.)
a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell.
b. Wood framing shall be 2x4 SPF, 0.42 s.g. w/ fasteners in mid 1/2" of 1.5" edge.
c. Cold Formed Steel Framing shall be .033", 36ksi with fasteners in flange.
d. Wood Structural Sheathing shall be 7/16" OSB or plywood. Jaguar
� Power e. Concrete shall be 3000 psi min compressive strength.
7. Contractor shall verify all wall materials and construction, dimensions, and Sports
conditions in the field before erection and notify the engineer of any discrepancies.
8. FASTENERS: (all allowable loads are per allowable stress design)
a. 3/8"A307 STEEL THROUGH BOLTS: (CMU, concrete, frame, and OSB sheathing)
- Install w/ 2x4 blocking on back of wall rafters.
Allowable tension load = 500 Ib
SITE LOCATION:
1221 Mayport Rd
Atlantic Beach, FL 32233
Mark Disosway P.E.
163 SW Midtown Place, Suite 103
Lake City, Florida 32025
Phone: (386) 754 - 5419
Fax: (386) 269 - 4871
Email:
disoswaydesign@gmail.cc m
DRAWN BY:I CHECKED BY:
Suzanne Sabala Mark Disosv,,ay P.E.
JOB NUMBER:
181235
DRAWING NUMBER
S-1
OF 1 SHEET
FASTENER
WALL
ALLOWABLE
MINIMUM # OF
CONSTRUCTION
LOAD (LB)
FASTENERS
3/8" THRU BOLT A307
FRAME w/ 2X4 BACKER
500
2 PER BRACE
NOTE: MAXIMUM WEIGHT OF SIGN & CABINET IS 10 LB PER SQ FT
FASTENER LOADS
SIGN TO FRAME: 1' x 4'x.8 = 3.2 FT2 x 33 PSF 12 BOLTS = 53 PER FASTENER
FRAME TO ROOF: 1' x 4'x.8= 3.2 FT2 x 33 PSF *.5'/.83'= 64 PER FASTENER
6. Wall material specs for attachment only:
(Building design and structure is by others.)
a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell.
b. Wood framing shall be 2x4 SPF, 0.42 s.g. w/ fasteners in mid 1/2" of 1.5" edge.
c. Cold Formed Steel Framing shall be .033", 36ksi with fasteners in flange.
d. Wood Structural Sheathing shall be 7/16" OSB or plywood. Jaguar
� Power e. Concrete shall be 3000 psi min compressive strength.
7. Contractor shall verify all wall materials and construction, dimensions, and Sports
conditions in the field before erection and notify the engineer of any discrepancies.
8. FASTENERS: (all allowable loads are per allowable stress design)
a. 3/8"A307 STEEL THROUGH BOLTS: (CMU, concrete, frame, and OSB sheathing)
- Install w/ 2x4 blocking on back of wall rafters.
Allowable tension load = 500 Ib
SITE LOCATION:
1221 Mayport Rd
Atlantic Beach, FL 32233
Mark Disosway P.E.
163 SW Midtown Place, Suite 103
Lake City, Florida 32025
Phone: (386) 754 - 5419
Fax: (386) 269 - 4871
Email:
disoswaydesign@gmail.cc m
DRAWN BY:I CHECKED BY:
Suzanne Sabala Mark Disosv,,ay P.E.
JOB NUMBER:
181235
DRAWING NUMBER
S-1
OF 1 SHEET
16"i
3.5'
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 24" OC
(MIN OF 4 BRACES FOR THIS SIGN)
ATTACHED TO ROOF PER TABLE BELOW
60'
r— ;Mhaff
o -
s
1. SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES: By using this generic sign
attachment engineering the owner, manufacturer, and installer accept responsibility to:
a. Design sign faces, letters, cabinets, raceways, and attachment brackets according to
sign code, building code, and UL
b. Verify site conditions match stated wind speed, risk, exposure and topo factors
c. Select approved attachment detail, conforming to this generic attachment engineering, by
verifying existing wall; which is not the responsibility of this engineer. In fact materials and
construction of existing wall is not known at the time of this seal; for this reason various
attachment options for various wall construction types are specified.
SIGN FACE, CABINET & RACEWAY 2. ENGINEER'S SCOPE OF WORK: This design establishes minimum structural requirements for
ATTACHED TO EACH BRACE attachment of generic signs to wall based on stated (not verified) wind & gravity loads.
w/ (2) 3/8" THRU BOLTS a. Size, solid area & weight of generic signs is limited as specified in the generic outline drawing.
(DESIGNED BY OTHERS) b. This design is based on C&C wind loads as per ASCE 7-10 sec. 30.5-1 which state that the
design wind pressure on a solid sign attached to the wall of a building, where sign is parallel
and in contact with the wall, shall be determined using wind pressures for walls per Ch. 30
FASTENER THRU ANGLE FRAME
TO WALL /ROOF FRAMING (SEE TABLE)
SIGN FACE, CABINET & RACEWAY
C) ATTACHED TO EACH BRACE
iv w/ (2) 3/8" THRU BOLTS
ih (DESIGNED BY OTHERS)
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @24" OC
(MIN OF 4 BRACES FOR THIS SIGN)
TYPICAL SIGN SECTION
NOT TO SCALE
NOTE: MAXIMUM WEIGHT OF SIGN & CABINET IS 10 LB PER SQ FT
FASTENER LOADS
SIGN TO FRAME: 3.5'x 2'x.6 = 4.2 FT2 x 33 PSF / 2 BOLTS = 70 PER FASTENER
FRAME TO ROOF: 3.5'x 2'x.6= 4.2 FT2 x 33 PSF1.75'/.83'= 293 PER FASTENER
3. WIND DESIGN DATA:
a. Basic Wind Speed, V = 130 MPH (Ult).
b. Risk Category Ii, (MR] = 700 yr.)
c. Wind Directonality Factor, Kd = .85, (attached signs)
d. Wind Exposure = C,
e. Topographic Factor = 1.0, (owner & sign installer must verify)
f. Gust -Effect Factor, G = .85, (rigid structure)
g. Internal Pressure Coefficient, Cpi = WA, (per ASCE 7-10 sec. 29.4.2)
4. WIND LOADS FOR COMPONENTS AND CLADDING (determined using ASCE 7-10, Ch. 30)
a. Sign Height = 20 ft max
b. ASCE 7-10: Fig. 30.5-1, Components and Cladding - Method 1
Zone = 1, Effective wind area = 10 ft2, Exposure = C
Net Design Pressure (Pnet) = -39.1 psf x 1.40 = -54.7 psf
Factored Wind Pressure = Pnet x .6 (Allowable Stress Design) = -33 psf
5. Referenced Code Requirements, ASTM specifications, ACI -318 for reinforced
concrete, American Welding Society Code for Welding in Building Construction,
AISC Specification for Design, Fabrication, and Erection of Structural Steel for
Buildings.
6. Wall material specs for attachment only:
(Building design and structure is by others.)
a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell.
b. Wood framing shall be 2x4 SPF, 0.42 s.g. w/ fasteners in mid 1/2" of 1.5" edge.
c. Cold Formed Steel Framing shall be .033", 36ksi with fasteners in flange.
d. Wood Structural Sheathing shall be 7/16" OSB or plywood.
e. Concrete shall be 3000 psi min compressive strength.
7. Contractor shall verify all wall materials and construction, dimensions, and
conditions in the field before erection and notify the engineer of any discrepancies.
8. FASTENERS: (all allowable loads are per allowable stress design)
a. 3/8"A307 STEEL THROUGH BOLTS: (CMU, concrete, frame, and OSB sheathing)
- Install w/ 2x4 blocking on back of wall rafters
Allowable tension load = 500 Ib
FASTENER
WALL
ALLOWABLE
MINIMUM # OF
CONSTRUCTION
LOAD (LI13)
FASTENERS
3/8" THRU BOLT A307
FRAME w/ 2X4 BACKER
500
2 PER BRACE
NOTE: MAXIMUM WEIGHT OF SIGN & CABINET IS 10 LB PER SQ FT
FASTENER LOADS
SIGN TO FRAME: 3.5'x 2'x.6 = 4.2 FT2 x 33 PSF / 2 BOLTS = 70 PER FASTENER
FRAME TO ROOF: 3.5'x 2'x.6= 4.2 FT2 x 33 PSF1.75'/.83'= 293 PER FASTENER
3. WIND DESIGN DATA:
a. Basic Wind Speed, V = 130 MPH (Ult).
b. Risk Category Ii, (MR] = 700 yr.)
c. Wind Directonality Factor, Kd = .85, (attached signs)
d. Wind Exposure = C,
e. Topographic Factor = 1.0, (owner & sign installer must verify)
f. Gust -Effect Factor, G = .85, (rigid structure)
g. Internal Pressure Coefficient, Cpi = WA, (per ASCE 7-10 sec. 29.4.2)
4. WIND LOADS FOR COMPONENTS AND CLADDING (determined using ASCE 7-10, Ch. 30)
a. Sign Height = 20 ft max
b. ASCE 7-10: Fig. 30.5-1, Components and Cladding - Method 1
Zone = 1, Effective wind area = 10 ft2, Exposure = C
Net Design Pressure (Pnet) = -39.1 psf x 1.40 = -54.7 psf
Factored Wind Pressure = Pnet x .6 (Allowable Stress Design) = -33 psf
5. Referenced Code Requirements, ASTM specifications, ACI -318 for reinforced
concrete, American Welding Society Code for Welding in Building Construction,
AISC Specification for Design, Fabrication, and Erection of Structural Steel for
Buildings.
6. Wall material specs for attachment only:
(Building design and structure is by others.)
a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell.
b. Wood framing shall be 2x4 SPF, 0.42 s.g. w/ fasteners in mid 1/2" of 1.5" edge.
c. Cold Formed Steel Framing shall be .033", 36ksi with fasteners in flange.
d. Wood Structural Sheathing shall be 7/16" OSB or plywood.
e. Concrete shall be 3000 psi min compressive strength.
7. Contractor shall verify all wall materials and construction, dimensions, and
conditions in the field before erection and notify the engineer of any discrepancies.
8. FASTENERS: (all allowable loads are per allowable stress design)
a. 3/8"A307 STEEL THROUGH BOLTS: (CMU, concrete, frame, and OSB sheathing)
- Install w/ 2x4 blocking on back of wall rafters
Allowable tension load = 500 Ib
a=JZ
N
JUao
Z =
IN.
W D
tll
�
t�m00
a
®
W-.4
o
Z Z
W
0 J =
U N
IT- <1 h-
tll
L_
LLU_Ls
0 Li_! til
j-
LL
U
C5
Ld
5cc
UA
Lit
IC
LU
CERTIFICATION: To best of my knowledge,
I certify this analysis meets structural
requirements of:
6th Edition FLORIDA
BUILDING CODE (2017)
LIMITATION: Valid for only one sign, at
specified location. In case of conflict,
structural requirements, scope of work, and
installer, mfg, owner responsibilities control.
THIS SEAL FOR ST CTU L ONLY
MARK DIS WAY, P
FLIP
3915
• �� `_<
No VV1 j
�' SS S T T E'•
® °tf�
a
�tl45 A.i nMy:
Tuesday, November 20, 2018
Shark Signs of
NE FL, Inc.
Jaguar Power
Sports
SITE LOCATION:
1221 Mayport Rd
Atlantic Beach, FL 32233
Mark Disosway P.E.
163 SW Midtown Place, Suite 103
Lake City, Florida 32025
Phone: (386) 754 - 5419
Fax: (386) 269 - 4871
Email:
disoswaydesign@gmail.com
DRAWN BY: I CHECKED BY:
Suzanne Sabala Murk Disosway P.E.
JOB NUMBER:
181235
DRAWING NUMBER
S-1
OF 1 SHEET
16"
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 48" OC
(MIN OF 3 BRACES FOR THIS SIGN)
ATTACHED TO ROOF PER TABLE BELOW
60'
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SIGN FACE, CABINET & RACEWAY
ATTACHED TO EACH BRACE
w/ (2) 3/8" THRU BOLTS
(DESIGNED BY OTHERS)
FASTENER THRU ANGLE FRAME
TO WALL/ ROOF FRAMING (SEE TABLE)
SIGN FACE, CABINET & RACEWAY
AAr o ATTACHED TO EACH BRACE
w/ (2) 3/8" THRU BOLTS
(DESIGNED BY OTHERS)
O%
ANGLE BRACE FRAMES (BY OTHERS)
MAX SPACING OF @ 48" OC
(MIN OF 3 BRACES FOR THIS SIGN)
TYPICAL SIGN SECTION
NOT TO SCALE
FASTENER
WALL
CONSTRUCTION
ALLOWABLE
LOAD (LB)
MINIMUM # OF
FASTENERS
3/8" THRU BOLT A307
FRAME w/ 2X4 BACKER
500
2 PER BRACE
NOTE: MAXIMUM WEIGHT OF SIGN & CABINET IS 10 LB PER SQ FT
FASTENER LOADS
SIGN TO FRAME: 1' x 4' x.8 = 3.2 FT2 x 33 PSF / 2 BOLTS = 53 PER FASTENER
FRAME TO ROOF: 1' x 4' x.8= 3.2 FT2 x 33 PSF *.5'/.83'= 64 PER FASTENER
1. SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES: By using this generic sign
attachment engineering the owner, manufacturer, and installer accept responsibility to:
a. Design sign faces, letters, cabinets, raceways, and attachment brackets according to
sign code, building code, and UL
b. Verify site conditions match stated wind speed, risk, exposure and topo factors
c. Select approved attachment detail, conforming to this generic attachment engineering, by
verifying existing wall; which is not the responsibility of this engineer. In fact materials and
construction of existing wall is not known at the time of this seal; for this reason various
attachment options for various wall construction types are specified.
2. ENGINEER'S SCOPE OF WORK: This design establishes minimum structural requirements for
attachment of generic signs to wall based on stated (not verified) wind & gravity loads.
a. Size, solid area & weight of generic signs is limited as specified in the generic outline drawing.
b. This design is based on C&C wind loads as per ASCE 7-10 sec. 30.5-1 which state that the
design wind pressure on a solid sign attached to the wall of a building, where sign is parallel
and in contact with the wall, shall be determined using wind pressures for walls per Ch. 30
3. WIND DESIGN DATA:
a. Basic Wind Speed, V = 130 MPH (Ult).
b. Risk Category II, (MRI = 700 yr.)
c. Wind Directonality Factor, Kd = .85, (attached signs)
d. Wind Exposure = C,
e. Topographic Factor = 1.0, (owner & sign installer must verify)
f. Gust -Effect Factor, G = .85, (rigid structure)
g. Internal Pressure Coefficient, Cpi = N/A, (per ASCE 7-10 sec. 29.4.2)
4. WIND LOADS FOR COMPONENTS AND CLADDING (determined using ASCE 7-10, Ch. 30)
a. Sign Height = 20 ft max
b. ASCE 7-10: Fig. 30.5-1, Components and Cladding - Method 1
Zone = 1, Effective wind area = 10 ft2, Exposure = C
Net Design Pressure (Pnet) = -39.1 psf x 1.40 = -54.7 psf
Factored Wind Pressure = Pnet x .6 (Allowable Stress Design) = -33 psf
5. Referenced Code Requirements, ASTM specifications, ACI -318 for reinforced
concrete, American Welding Society Code for Welding in Building Construction,
AISC Specification for Design, Fabrication, and Erection of Structural Steel for
Buildings.
6. Wall material specs for attachment only:
(Building design and structure is by others.)
a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell.
b. Wood framing shall be 2x4 SPF, 0.42 s.g. w/ fasteners in mid 1/2" of 1.5" edge.
c. Cold Formed Steel Framing shall be .033", 36ksi with fasteners in flange.
d. Wood Structural Sheathing shall be 7/16" OSB or plywood.
e. Concrete shall be 3000 psi min compressive strength.
7. Contractor shall verify all wall materials and construction, dimensions, and
conditions in the field before erection and notify the engineer of any discrepancies.
8. FASTENERS: (all allowable loads are per allowable stress design)
a. 3/8"A307 STEEL THROUGH BOLTS: (CMU, concrete, frame, and OSB sheathing)
- install w/ 2x4 blocking on back of wall rafters.
Allowable tension load = 500 Ib
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CERTIFICATION: To best of my knowledge,
I certify this analysis meets structural
requirements of:
6th Edition FLORIDA
BUILDING CODE (2017)
LIMITATION: Valid for only one sign, at
specified location. In case of conflict,
structural requirements, scope of work, and
installer, mfg, owner responsibilities control.
THIS SEAL FQR, ST TURAL ONLY
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Tuesday, November 20, 2018
Shark Signs of
NE FL, Inc.
Jaguar Power
Sports
SITE LOCATION:
1221 Mayport Rd
Atlantic Beach, FL 32233
Mark Disosway P.E.
163 SW Midtown Place, Suite 103
Lake City, Florida 32025
Phone: (386) 754 - 5419
Fax: (386) 269 - 4871
Email:
disoswaydesign@gmail.com
DRAWN BY: CHECKED BY:
Suzanne Sabala Mark Diso;sway P.E.
JOB NUMBER
181235
DRAWING NUMBER
S-1
OF 1 SHEET