HomeMy WebLinkAboutREVISION 3-29-18 OFFICE USE ONLY: SCANNkU
` DATE FILED: of PERMIT# SLC-1704-0137
REVISION FEE: 7S'Oc � r„hi���d RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
• FORT PIERCE,FL 34982.5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE �± � row
ADDRESS: _. <.
260 SE Prima Vista Blvd(SW corner SW Prima Vista Blvd and Floresta Drive) A. ti
v
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Signed and sealed shop drawings for structural steel members,reviewed by DP of Record
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CGCO61217 ST. LUCIE CO CERT.#:
BUSINESS NAME: Hooks Construction Co
QUALIFIERS NAME: Steven C.Hooks
ADDRESS: 2211 S.Kanner Highway
CITY: Stuart STATE: FL ZIP: 34994
PHONE(DAYTIME): 772-419-8828 FAX: 772-237-3757
OWNER/BUILDER INFORMATION:
NAME: Wawa Florida LLC
ADDRESS:7022 TPC Drive,Suite 200
_ CITY: Orlando STATE: FL ZIP: 32822
PHONE(DAYTIME: 610-358-8000 FAX:
• ARCHITECT/ENGINEER INFORMATION:
NAME: Cuhaci&Peterson
ADDRESS: 1925 Prospect Avenue
CITY: Orlando STATE: FL ZIP: 32814
PHONE(DAYTIME): 407-661-9100 FAX: 407-661-9101
SLCCC: 9123109
Revised 06130117 RF�/Eo
MAR
Permitting bPa
e
St.Lucle C tr ent
STEELTEC
3901 Roswell Rd., Suite 111 SHT: CS page 1 of 5
9
Marietta, GA 30062 Date 3-23-18
770-505-5917 BY: RB
Client: Wawa#5220-FLO
Description: Wawa Canopy-Laminated Gutter Support Panel Structural
Calculations
Steeltec Job, Wawa#5220-FLO-Port ST. Lucie, ST. Lucie County, FL
Roof Load: 20 PSF Live Load
3 PSF Panel Dead Load
Wind Load: Risk Category II, 170 MPH, EXP. C, 3 Sec Gust
Steel Deck-ASTM A653 GR. 50- Fy-- 50.0 ksi
References:
-2017 Florida Building Code 6th Edition (2017 FBC)
-2015 International Building Code (2015 IBC)
-ASCE 7-10 Minimum Design Loads for Buildings and Other Structures
-AISC Manuel of Steel Construction— 14th Edition
-AISI Specification for the Design of Cold Formed Steel Structural Members-2007
Edition
Reviewed, ❑Furnish as Corrected
No Comments 0 Revise and Resubmit
Rejected
❑Submit Spucinc Item
This review is only ror gneral conformance
with the doWgit comxpt or the pr<wd and
general compliance with the information
given in the Gmtrod Documents.Corrections �`\\\
or comments made on the shop drawing \GK A e
during the review do not relieve contractor
from complianve with the requirements or \\\,Q�;'��GEN`sl��`�t^
the plans and speeiliunions. Approval of a
specific item sludl not include approval or an `
assembly of which ttu+item is a Component. No.507 1
Contractor is resliomible for:dimensions to ; n * _
be confirmed and correlated at the
InformationJolxite; - f 1 '
Information that pertains solely to the '0 1 STATE OF %[il Z
fabrication procc"s. or to the meats. ,A
methods, techniques, sequences, and j o
procedures or construction; coordination of // �,R�
the Work with that of all trades; and for / OR.
performing all work in a wife and satiefaetory �1///s��pNALt
CUHACI&PETERSON ARCHITECTS,LW I 1!1
Date 3 u i8 sy f�
MAR 2 3 `2010
STEELTEC -
SHT: 2 of 5
' DATE: 3-23-18
BY: RB
Description: Wawa Canopy-Laminated Roof Panel
Laminated Panel Analysis
2" Laminated Panel @ Gutter Dead Load=3 psf
Span=6'-3"
Components & Cladding Wind Load for Open Building—Table 30.8-1
Step 1 : Risk Category II per Table 1.5-1
Step 2 : Charlotte County— 170 mph wind speed per FBC
Step 3: Kd =0.85 per table 26.6-1
Exposure "C" per Section 26.7
Kzt= 1.0 per Figure 26.8-1
Gust Effect Factor G=0.85 per Section 26.9
Step 4: Kz=0.90 per Table 30.3-1
Step 5: Qh=(0.00256)(Kz)(Kd)(V)2= Qh= (0.00256)(0.90)(1.0)(0.85) )(170)2=56.6 Equation
30.3-1
Step 6:=Determine Factor Cn: Monoslope Roof per Fiqure 30.8-1.
Roof Slope=2:12=9.46 degrees
By Extrapolation, Cn=+1.65 or-1.53
Step 7: Wind Pressure per Eq. 30.8-1 p=(Qh)(G)(Cn)
Positive Pressure: p=(56.6 pdf)(0.85)(1.65)=79.4 psf
Negative Pressure: =p=(56.6)(0.85)(-1.53)_-73.6 psf
STEELTEC
SHT: 3 OF 5
DATE: 3-23-18
BY: RB
DESCRIPTION: WAWA CANOPY-LAMINATED ROOF PANEL
LAMINATED PANEL ANALYSIS
2"Laminated Panel @ Gutter Dead Load= 3 psf
Span 6'-3"
Combination Loads: LL=20 psf DL= 3 psf
Combination A : (0.6)(DL)+(0.6)WL)=(0.6)(3.Opsf)+(0.6)(-73.6psf)=-42.4 psf
Combination B: DL+(0.75) [(0.6)(LL)+WL]= 3 psf+(0.75)[ (0.6)(79.4 psf)+20 psf] =53.73
psf.
53.73 psf>42.4 psf thus Combination B indicates:
Per Attached Tables, MAX. Allowable Pressure for 6'-3"is 54 psf.
Table is for"externally" imposed load, thus it does not include the DL
Dead Load+Table Load=57 psf for 6'-3"
57 psf> 53.73 psf
Thus: 2"Laminated Panel is Satisfactory.
iy
Engineered Composite Panels , INC
A member of the Image Resource Group
-7 ) 9 1 SET COVERAGE�
2 Form Cora
2 - CA BACKER
24 CA FACE
2 " POLYSTYRENE CORE — STEEL LAMINATED PANEL
Drawn BY: RB
Checked:
Date: 3-23-18
Laminated Panel 3'-9" 2" Foam Core Panel Revised:
lark As: Item: Net Cov. Notes: Job No: #5220
Engineering Composite Panels, INC.
SHT: 5 OF 5
J
DATE: 3-23-18
BY: RB
LOAD TABLE
(CLEAR SPAN LENGTH"L"IN BENDING)
ALLOWABLE SPANS BASED UPON L/180 DEFLECTION LIMIT
UNIFORM LOAD ALLOWABLE SPAN
"W" (PSF) "L" (FEET)
208.70
307.60
406.91
506.64
556.21
606.03
1. Panels are laminated polystyrene and steel bonded together with structural
Adhesives that conform to ICBO approval.
2. Facing Material: 24 GA. Steel Sheet Metal: Core: Polystyrene (EPS), Density=
1.0 pcf.
3. Steel sheets are considered continuously.bonded with an allowance for
unsupported edges.
4. Table shall be used in conjunction with the applicable requirements and load
combinations as specified in the International Building Code.