HomeMy WebLinkAboutBuilding Planse_rMi5---2l02�a'7
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KEY WE 0w�0 e�
E aNO3 m Planning & Development Services Department
• Building & Code Regulations Division
23 00 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
" Certification for Design Load Compliance
4 Project Name: Front and Side Deck Replacement - P
5601 Spruce Drive
Project Address: 5601 Spruce D ve, Fort Pierce, FL
¢ Permit #: Occupancy Type: Construction Type:
" +'s""s ' INSTRUCTIONS FOR USE:
4 • This certification must be completed, signed, and sealed by the design professional of record.
:`..ate
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
A o New Residences( or multi -family)
:.
o Residential Addition
W z „ r o Any accessory structure requiring a building permit
s, } r.,
�fi o Any non-residential structure.
Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the"discretion of the local building official. Contact the # above for questions.
r. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
i
nn, 1. DESIGN CODE: Florida 2020. Code Sixth Edition with 2010 Supplements using ASCE 7-10
2. Structure Designed as (check one): Enclosed _Partially Enclosed X_Open
3. Risk Category: I X II 111 1V Exposure Category: B X C D
h,€ 4. Design Wind Velocity 165 mph X ASDLRFD End Zone Width: 1 ft
S. Mean Roof Height < 15 It Roof Pitch: N/A 12 Parapet: N/A ft
6. Components & Cladding Desigr Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
N/A NIA N/A 54.89 66.94 N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
-" '"1 7. Design Loads: Floor. N/A - PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony: N/A PSF
.i _
- - Dock: N/A PSF Deck: 5 PSF Stairs: S�TPSF NIA PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? X Yes —Not Applicable Explain Why Not:
�i
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
AIL
10. Design Soil Bearing Pressure: NIA PSF Soil Test Reports Submitted? Yes
y
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my kn wledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes. currently adopted and enforced by St. Lucie
County. I also certify that structur. I elements depicted on these plans provide adequate resistance to the design
[)
forces specified:
Joseph Lammers
Print Name Cert # & Co. Cert Auth.
Signature, Date, and Seal Cardinal Engineering Associates, Inc.
`a >, Company Name & Address
Revised 12/07/2018.
c
NOTES:
MATERIAL SUBSTITUTION ALLOWED IF PROVED TO BE
EQUAL OR GREATER IN STRENGTH TO THAT SPECIFIED
DESIGN LOADS: 40 PSF LL, 10 PSF DL
STAINLESS STEEL (SS) FASTENERS REQUIRED FOR SS
CONNECTORS
ALL FASTENERS SHALL BE HOT -DIPPED ZINC -COATED
GALVANIZED STEEL OR STAINLESS STEEL
SOIL LOAD BEARING STRENGTH ASSUMED AT 1500 PSF
RAILING SHALL BE REQUIRED AROUND PERIMETER OF
DECK EXCEPT FOR PORTION ABUTTING HOUSE (UNLESS
DECKING IS <30")
RECEIVED
FEB 19 2021
P•rS.wGIN county nk
t
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
PROJECT SCOPE
THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO NEW DECK.
APPLICABLE BUILDING CODES
FLORIDA BUILDING CODE, 77H EDITION (2020)
MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN
THEIR LATEST REVISIONS.
CONTRACTOR TO COORDINATE SPECIFIC REQUIREMENTS OF EQUIPMENT WITH MANUFACTURERS SHOP
DRAWINGS. —
ALL EQUIPMENT SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN
INSTALLATION INSTRUCTIONS. _
SHEET INDEX
SIT NO. ESCRIPTION DATE REV N0.
S-1 COVER 2/18/21 1
S-2 PLAN AND PROFILE. DETAILS 2/18/21
575 NW Mercantile PL,
#106
PORT ST. LUCIE
FL 34986
T.561.746.6343
Info@ceaengi nee m.com
CA LIC. 31555
FRONT AND SIDE
DECK
6601 SPRUCE DR
FORT PIERCE, FL
1111 111014
q '
i �.• STATE OF '44 �
�iO� FLORtpP' 0��`
SSIONAIII \Y
JOSEPH L.
LAMMERS ,PE
PE # 78477
® 2018 CARDINAL
ENGINEERING
ASSOCIATES, INC.
THIS DOCUMENT, SHEET
NO. HAS BEEN PREPARED
SPECIFICALLY FOR THIS
PROJECT. THIS DOCUMENT
IS NOT SUITABLE FOR USE
ON OTHER PROJECTS OR IN
OTHER LOCATIONS
WITHOUT THE APPROVAL
AND PARTICIPATION OF
CARDINAL ENGINEERING
ASSOCIATES.
UNAUTHORIZED
REPRODUCTION AND/OR
REUSE IS PROHIBITED.
SHEET TITLE:
COVER
REVISIONS:
QBUILDINGCODE
VERSION
CHANGE.
REMOVED DIGITAL
SEAL.
DESIGN BY:
= DATE:
JIL
12M01*0
DRAWN BY:
CHECKED:
JL
JL'i
1 OF 2
SHEETS
NEWS DECK
NEW N DECK
NOTE: STAIR RAILING NOT
REQUIRED FOR DECK HEIGHT OF
30" OR LESS
J 4" x 6" PT POST CENTERED ON 12" WIDE BY 6" DEEP SQUARE
FOOTER APPROVED CONNECTOR (SEE DETAIL)
1-1/4 X 6 DECKING W/ $" GAP BETWEEN EACH DECK
BOARD
(2) 2X8 PT RIM JOIST
2X8 PT JOIST @ 16" O.C. ATTACHED WITH LUS28 (TYP.)
1 O STAIRS W/12" STRINGERS CENTERED ON DECK
OPEN RISER ALLOWED BUT
CAN NOT ALLOW THE
PASSAGE OF A 4" DIAMETER
OPEN RISER ALLOWED
- BUT CAN NOT ALLOW
THE PASSAGE OF A 4"
DIAMETER
STAIR RISER REQUIREMENTS
CUT POST AT BOTTOM
TREAD ELEVATION
WHEN Mn CTAII2
GUARD IS RE
STAIR FOOTING DETAIL
RIM JOIST 0
OUTSIDE JOI.E
SOLID SAWN OR
MULTI -PLY BEAM
ALTERNATE POST TO
BEAM ATTACHMENT
SOLID SAWN OR
MULTI -PLY BEAN
(2) Z' DIA. CARRIAC
BOLTS Wit
WASHEF
DECK POST
5-1/2" MIN.
(2) 2' DIAMETER
THROUGH -BOLTS WITH
WASHERS REQUIRED
ONLY IF GUIDE IS
NECESSARY; USE (2) #8
WOOD SCREWS ATLEAST
3-1/2" OR (2) 16D
THREADED NAILS
OLvrcv JvIST HANGER
STAIR STRINGER
ATTACHMENT DETAIL
POST TO BEAM
ATTACHMENT 2"x8 PT #2 JOIST CONNECTED TO
�4"X4" POST (TYP. SEE DETAIL)
a a
PT 2"X4" ATTACHED TO 2"X8" GIRDER
AND 4"X4" POST W/ Z' LAG SCREW W/
WASHER (TYP.)
a a
LL
4" x 4" PT POST CENTERED
ON12"X12"X6" CONCRETE FOOTER
(MIN. 12" BELOW GRADE) CONNECTED
USING SIMPSON STRONG -TIE
ABU46SS OR APPROVED EQUIVALENT
(TYP.)
POST FOOTING REQUIREMENTS
DETACHED DECK BRACING
=Pa
575 NW Mercantile PL,
#106
PORT ST. LUCIE
FL 34986
T.561.746.6343
I nfa@caaengi neers.com
CA LIC. 31555
SACKIA AUSTIN
FRONT AND SIDE
DECK
5601 SPRUCE DR
FORT PIERCE, FL
e
-9. STATE OF �•�`
,ii�A "•FLOR��P'�C92';�
/����SSrONAI \�a\\\\
LLJOSEPH L.
AMMERS PE
PE 477
n 2018 CARDINAL
ENGINEERING
ASSOCIATES, INC.
THIS DOCUMENT, SHEET
NO. HAS BEEN PREPARED
SPECIFICALLY FOR THIS
PROJECT. THIS DOCUMENT
IS NOT SUITABLE FOR USE;
ON OTHER PROJECTS OR IN
OTHER LOCATIONS
WITHOUT THE APPROVAL
AND PARTICIPATION OF
CARDINAL ENGINEERING'
ASSOCIATES.
UNAUTHORIZED
REPRODUCTION AND/OR
REUSE IS PROHIBITED.
DESIGN I3Y.
JL
DATE:'
12/10120
DRAWN BY:
JL
CHECKED:
JLIL
cob
DECK PROFILE (TYP.)
1 OF 2 SHEETS