HomeMy WebLinkAboutPermt # 2105-0194 30371-ENG-SS ENGINEERING BODY TALK.pdf2
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ELEVATION- MAX OAH FROM GRADE: 15'-0"1-2'-2" O.C3'-0"4'-0" O.C, TYP.
13'-0"2'-4"5"±
SECTION2-
(E) FRAME
BY OTHERS
MIN. FRAME THK.= 0.105"
1 4
SIGNAGE
MIN. THK.=0.036"
10815 RANCHO BERNARDO RD., SUITE 260
SAN DIEGO, CA 92198
PROJECTMANAGER@SULLAWAYENG.COM
PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT:
PROJECT #:
CLIENT:
DATE:
ENGINEER:
LAST REVISED:
BODY TALK, 8259 SOUTH US-1, PORT SAINT LUCIE, FL
30371
SIGN STORE COMPANY
5/22/2021
SA
GENERAL NOTES
1. DESIGN CODE: IBC 2018, FBC 2020 (7TH EDITION)
2. DESIGN LOADS: ASCE 7-16
3. WIND VELOCITY 160 MPH EXPOSURE C
4. SELF DRILLING SCREWS PER ICC ESR 1976 SPECIFICATIONS OR EQUIVALENT
5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
6. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION
7. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
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"Ø SELF DRILLING SCREW
INTO FRAME
SEE ELEVATION FOR
LOCATION AND QUANTITY
PROJECT: BODY TALK DATE:
PROJ. NO.: 30371 ENGINEER:
CLIENT: SIGN STORE COMPANY
V5.5 units; pounds, feet unless noted otherwise
Applied Wind Loads; from ASCE 7-16
pnet=O Kzt pnet30 (ASCE 30.4-1)
O=1.21 (ASCE Fig. 30.4-1)
Kzt=1.0 (unless unusual landscape)1
V= 160 mph Exposure= c
Area= 39.0 ft2 Lz=
max. height= 15.0 ft
pnet30=42.2 psf pnet=51.09 psf
pnet30=-54.0 psf pnet=-65.36 psf
Check (1/4") Dia. SELF DRILLING SCREWS PER ICC ESR 1976 - Signage to Frame (ASD):
5/22/21
SA
10815 Rancho Bernardo RD., SD, CA 92127
projectmanager@sullawayeng.com
Phone: 858-312-5150 Fax: 858-777-3534
10815 Rancho Bernardo RD., SD, CA 92127
projectmanager@sullawayeng.com
Phone: 858-312-5150 Fax: 858-777-3534
t contact=0.036 " min
t noncontact= 0.105 " min
Pnet= See Above= 65.36 psf
Tributary Area for Letter "M"=ATrib=(4'-0")*(3'-0")=12.00 ft2
Wind Load=WL=0.6*Pnet*ATrib=471 lbs
Dead Load=DL=10psf*ATrib=120 lbs
#screws= = 2 screws
dia.= = 0.250 in
Tension per screw= Ta=WL/#screws= 235 lbs
Shear per screw= Va=DL/#screws= 60 lbs
Tension capacity= Tc= 335 lbs
Shear capacity= Vc= 365 lbs
Combined Check: Ta/Tc+Va/Vc= 0.867 <1 ok
(From ICC ESR 1976)
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