HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: PERMIT# S�-C 170.7 O 06$
REVISION FEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
® BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
_ FORT PIERCE,FL 34982-5652
- - - - - - - - (772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE p
ADDRESS: 2 'j 1 b p pf p,3:30 ule cove 7DRI yE,
FT• 1'i�2c� . �� 349yq
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Svr3Mrtr(NG WfaLL A-7Dgc,,qMEA-r T) TPI'L T/+&T WAS
NOT Ttk-c-UPC2 IN ORIGIAbgL C,u6wECk)mc, S1gt,-07r
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: .RX I I0 w(o q I ST.LUCIE COUNTY CERT.#: L(?(0 3
BUSINESS NAME: PION E15R S CC L-ca.l Co� 7-N C- --w
QUALIFIERS NAME: M 1 C 14 A 9L S tJ E W M pW
ADDRESS: ((082 Sw R j LT-M 07ZLs 6 T•
CITY: fter ST. (.v c7 E STATE: F-L ZIP: 3y Qd?
PHONE(DAYTEM): (qq7 ) 3YO Y393 FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: 90 Kim q- A 5 S0 C.
ADDRESS: Po 80 ' 003
CITY: TAM PA STATE: FL ZIP: 33 6`7
PHONE(DAYTIME): 8 t 3 im 5 9 W5 FAX:
Revised 07/22/2014
lx2 O.B. OR 2x2 FASTENED TO WALL
W/ #14x2" CONCRETE SCREWS 024" O.C.
MAX. DISTANCE FROM V.
(OPTIONAL) �I D❑ KIM
BEAM EDGE (TYP.) FILE
C � &ABBCCIATEH,LLD
S.M.B. BEAM LG CONSULTING
(FLAT OR SLOPED) USE 0.1 HI MIN. THICK ANGLE (EACH SIDE) OR ®�® STRUCTURAL
(SEE PLAN FOR SIZE) 0.050" THICK 'U' CHANNEL, 6063—T6 ALLOY PLATEW/ 1�O 1138 ENGINEERS
(6) Q12x)¢" S.M.S. EACH SIDE (12 TOTAL) 1as fl
PO Box 10039
n I Tampa,FL 33679
—————————— �e, • Z_ ,; Tel:(613)374-0341
4
.a N RvjD&W Deacrilollon
.A Qp � Iss.-
4
HOST STRUCTURE ANCHORS
EQUALLY SPACED (TYP.)
V_a
(2)Y4" 0 x ZXz" LONG WOOD LAG SCREW OR
1 2" MIN. EQUALLY (2)Y47 0 x 2Y4" LONG MASONRY ANCHORS '
SPACED (TYP.)
j
HOST STRUCTURE (MASONRY OR WOOD) ,'•L�
TYP. BEAM TO HOST
STRUCTURE CONNECTION General Notes and s#ecU9callons: to
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for Immediate Cl
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consideration.
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2. Concrete shall be minimum 28 day compressive strength of f'r_2500 psi,and be In accordance with the requirements of ACI 318. U 0)
Reinforcing steel shall have a min,yield strength of 40,000 psi(grade 40)and be provided with cover In accordance with ACI 318. e U
3. All dimensions are provided by contractor,00 Kim&Associates,LLC have made Interpretations where necessary. W
4. The following structures are designed to be attached to block and wood frame structures.of adequate structural capacity. The � W
contractor shall verify that the host structure is In good condition and of sufficient strength to hold the proposed addition.If e Z Of
there Is a question about the host structure,the owner(at his own expense)shall hire an architect or engineer to verify host a 0 Q
structure capacity. ~
F= �
5. Screen density shall be a maximum of 18 x 14 x 0.013"mesh. Aluminum shall be 7005-T53 Alloy,6005-T5 Alloy;for secondary LU y a
components 6063-T6,Alloy based on Industry standard shapes,thicknesses,and tolerances unless otherwise noted. U LU
6, Unless otherwise noted,SMB shall be stitched with#1100/4"SMS at 24"o.c.,top and bottom. DRAWN BY. Dnc
7. Connections using screw bosses shall have minimum 14)-#10x2"per connection unless shown otherwise. SCALE-CHECK Oev: Dnc
SCALE- A9 SMOYA4
DLNG DIVISION B. Unless otherwise shown,screws shall have minimum edge distance and center-to-center distances as shown in this table. DATE: 8111M
Sr.LUCIE COUN L'$ 1-1022 Low Carbon Steel SMS&Self-Orllling(TEK)Screws(Industry Standard Screws)
REVM ED FOR '
REVmWXD➢Y Nominal Screw Diameter Minimum Center to Center
DATE S Bg hZY'L ON JOB Minimum Edge Distance
Screw lint Distance
GLANS AI gCTION\VILE BE h1ADE. #10 0,188 Do rEDN K M,P.E.
OR NO f/u" M" FLA.REG.NUMBER 49497
#12 0.219
#14(1/4") 0.250 15" /,"
00 NIM a O TES,LLC
Ap 2 7
P Baz 0038
9. Structure has been designed to meet the 5"Edition FBC 12014 FBI).Project Is sited where the ultimate design wind speed,W1,Is T Pa,F 79
150 mph 13-sec gust)for risk category I buildings and other structures.Exposure C. Design pressures are from Table 2002.4, /p•rr�
2014 FBI reduced by 0.88 for screen mesh factor,0.6 for allowable stress design(ASD),
10. Concrete'anchors may be"Large Diameter TapconC(LTDs),Tapcon concrete screws,Simpson Strong-Tie Anchors or Titlan Screws
or approved equal. Drawing No.-080811
SHEET 3OF3