HomeMy WebLinkAbout376 Seahorse Engineer Drawing Re-Submit_000348 (2)Attention: Joseph Fersch
Permit 2011-0639
376 Seahorse Ter Fort Pierce
Please see attached Engineering drawings f�
Please contact me if you have any question
Thanks
Jose
772 812 5066 cell
)r t he staircase
f Y'
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce. FL. 34982
PROPERTY INFORMATION
Address: 376 Seahorse Ter
City / State / Zip: Fort Pierce, FI 34982
Parcel #: 3410-508-0248-00017
Zoning: PUD
APPLICATION INFORMATION
Permit Number: 2011-0639
Permit Type: SLAB ONLY
CONTRACTOR INFORMATION
Contractor Name:
Jose A Vides
Business Name:
Josb Concrete Perfection Llc
Business Addr:
383 Sw N Shore Blvd.
City / State / Zip:
Port St. Lucie, FI 34986
REVIEWS AND COMMENTS
Review Type Status
FRONT COUNTER REVIEW COMPLETE
Comment:
NOTIFIED FOR PICK UP PENDING
REVIEW COMMENT
Jurisdiction: SAINT L
Lot#: 1-17
Stories:
Reviewed By Dal
Lashahna Ingram 11
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Joseph Fersch 11/25
11/25/2020 Comment: A LANDING IS REQUIRED AT THE TOP OF THE STAIR.
THE FBC 6TH ED 2017
ZONING REVIEW PENDING
Comment:
)wner(s):
Tropical Isles Coop
E (;OUNTY
Block:
Automatic Sprinkler System? No
Fax Number: 772-343-0764
Em 3il: Josbconcreteperfection@Ho
tmail.Com
Date Completed Date Released
11 /25/2020 11 /25/2020
;UBMIT DETAILS PURSUANT TO R311 OF
ENGINEERING
DECEMBER 10, 2020
WIND LOAD CER77FICA'
CODE• FBC,20I7ZFRC20I7/A#CZ, 7 10
(FBC 6TH EDITIOA9
V1117AID SPEED: f 60 mpm, 3 SEC.
EXPOSURE:«C„
Gf3 7'GORY1/I
INTERNAL PRESSURE
JOB.,
JOSS STAIRS
S76 SEAHORSE TI
,/�T PIERCE, FLOf
PAUL WELCHINC.
MFC,H.4rNIC`AL ■�E)L SCMIC�L �C v�iyL M
`9P�t S. W BIL MOW 51I m7L9 d
PORTSArNTLUCIE, FLL 3498
(772) 78598M pwelchinc@aol.
PAUL MAMCM, P.E. FLA RE6 NO.,
SCOPE OF WORK
- CONSTRUCT NEW STAIRS PER PLAN
NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2017, �ND THE FBC 2017
RESIDENTIAL (6TH EDITION) , 2017 PLUMBING CODE, 2017 MECHANICAL CODE AND THE NEC
(NFPA 70) 2014 EDITION.
NOTES:
-THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, E�T. 3HALL VERIFY ALL
DIMENSIONS,
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
- STRUCTURAL FEATURES NOT DETAILED ON THESE PLAIDS WILL BE
ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
- ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE I2RECEDENCE OVER
SCALED
DIMENSIONS.
- ALL CONSTRUCTION TO BE IN ACCORDANCE WITH 1 HE IBC / FBCR 2017(6TH
EDITION).
STRUCTURAL NOTES:
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
DAYS.
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING B,
FOOTINGS: 3" BEAMS: 1 ''/z" SUSPENDED SLABS: 1 '/2"
5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIA
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS
HARDWARE IS NOT PERMITED.
J®�°
JOSS STAIRS
.376 SFEAHORSF TERR,'
FT. PIERCE, FLORIDA'
NGTH OF 3000 PSI AT 28
,RS EXCEPT AS NOTED
TO INSTALATION OF
PAUL WELCHINC.
ME'CH"ICAL !aECMi=,4.kL, CIWIL ZV IIVFa:,,r''I14/G
1984S.W. BIL73V0AE 4-7: SUITE'49j 14
PORrSAINTL.UCIE, FL 34984'I
( 7707 888 pvaelchinc@aaol.cdm
PAUL WELCFI, P.E. PI A RZa No. 299A i
DEC 1 0 2020
ki
C-)
N
O
N
F�
U
LJ
C]