HomeMy WebLinkAboutBuilding Plans7I
,�—p ,-- 0
Jw
o
La
....................... ;XEI
L107 0 r) N
HUK-� '�twj
- k t
PANEL FASTENER
#9-15 OR. #10-14 X 1.5" LONG WOOD
SCREWS ®:MAX 12" O.C.
hu=t-RN IOM.. I" X. 4" (MIN)
`I.. UNIREATED
SUPPORT SPACING = 24" O.C. (DESIGN BY OTHERS)
ALLOWABLE UPLIFT PRESSURE = 70.25 PSF -
SOIL DENSITY REQUIRED
/ COMPACT SOIL TO 95% OF
✓� MAXIMUM COMPACTION
TABLE R801.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN Cr
'IND
SEISMIC
S p - AG RO
WINTER Ii
'EED
DESIGN
Frost IIrR:
DESIGN UN
nph) _
CATEGOR_
Weatharin ° _depth° Tennhe
TEMP' _
' I(4)
NA
Negligible NA Very
ll-CZ23
7MAR
18
5Fnty,PgrrrltttlDD
6" 3000 PSI FIBERMESH
R ON 6 VAPOR BAR
BARRIER/ COMOM PACTED
"
FILL
i
PRODUCT APPROVALS
....._
..,�..._�
......_
_.-....-�.�'j
.,_..... ...,..--
-.
_�
Product
OPenin9 Daaipn
Product Raoul
MaUWWW .
er
1 ModM
f
-...
Adael Product
Gtm
,.�
RMriod at Atkeclam•nY
E
n-25 0
Da3,gn Preasu
7a_ . S
UNi�.s/
_
z �t�? •
mar
�_�L
'"`
' .�..� i
-ss'x l�"a.`�W"�_.t�/,�s�!�. __ 1,_�. _
THESE P{,gNg ANO ALL PROPOSE
D WORK
ARE SUBJECT TO UIRED ANY COARE CTIONS
'AAyea REQSYFIELD INSPECTORS THAT
NECESSARY IN ORpER TO
AMPLY WITH ALL APPLICABLE CODES,
C4CIA(EoPAS
SERE �OFCNMENTS
TNE
0RD
(70-D2y3
8T, LVCir, COLNTY Bi3LDT.\C SDI ON
RrvIESS' ' FO C
RENI E BY C
BATE
PLAIW0*6 PrR.N11T AILIST FIE KEPT ON JOB
Cali NO INSPECTION NVML BE MADE.
Y Planning P P & Development Services Department
r r Building & Code Regulations Division
� x
2300 Virginia Avenue, Fort Pierce, FL 34982 — 772 462-1553
Certification for Design Load Compliance
Project Name: CHRIS STRIKER
Project Address: 5260 TREE TOP TRAIL, FT. PIERCE
Permit#: 1711-0223 Occupancy Type: SHED Construction Type: POLE BARN
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
O Residential Addition
o Any accessory structure requiring building permit
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.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida 2014 BLDG. Code Fifth Edition with 20Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed _Partially Enclosed -X—Open
3. Risk Category: X 1 _II _III _ IV Exposure Category: _B X C D
4. Design Wind Velocity 113 mph X ASD _LRFD End Zone Width: ft
5. Mean Roof Height 15 ft Roof Pitch: 1/2 :12 Parapet: NA ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1.+15/-25 Zone 2: +15/-32 Zone 3: -18 Zone 4: -25 Zone 5:_22 Garage: NA
7. Design Loads: Floor: 2500 PSF Roof/Dead: 10 PSF Roof/Live: 20 Balcony: RA. PSF
Dock: NA PSF Deck: NA PSF Stairs: NA PSF Fence: NA PSF Railings: NA PSF
8. Were Shear Walls Considered For Structure? _Yes x Not Applicable Explain Why Not:
NO WALLS
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Sail Test Reports Submitted? —Yes
DESIGN PROFESSIONAL CERTIFICATIONSTATEMENT:
I certify that, to the best of my knowledge 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 structural elements depicted on these plans provide adequate resistance to the design
forces specified:
GENERAL NOTES:
1- A POLE BARN & SHED WAS BUILT WITHOUT A
BUILDING PERMIT-
2 THE OWNER WOULD LIKE TO REMOVE THE SHED
AND THE ROOF STRUCTURE ON THE POLE BARN.
3, HE WOULD LIKE TO EXTEND THE POLE BARN AND
UTILIZE THE EXISTING 6" CONCRETE SLAB& SOME
OF THE 12" WOOD PILINGS.
4. ALL POLES & LUMBER TO BE PRESSURE TREATED.
5. ALL HARDWARE TO BE GALVANIZED.
6. ALL CONCRETE TO BE 3000 PSI.
7 NO ELECTRICAL, NO PLUMBING TO BE DONE.
8 WIND BRACING STEEL TO BE PAINTED.
9. ALL WORK TO BE IN COMPLIANCE WITH 2O14 FBC
(5TH EDITION) AND ASCE 7-10.
10. OWNER TO VERIFY ALL CONDITIONS & DIMENSIONS,
ANY DISCREPENCY SHOULD BE REPORTED TO THE
ENGINEER.
_.p
E #91 36
Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, FL 34954
(772)215-5623
HIUII//
�y BENCHMARK ENGINEERING
9 B * = OF THE TREASURE COAST
806 DELAWAFM Copy
FT. PIERCE; FL. i' REVISED
11. FIORtOP' �� (772) 772-267-1399 03/05118
/lilf;;',ji,,
SEAL
BOWDOIN
POLE BARN
SHEET
CHRIS STRIKER
HUTCHINSON
P.E. #70878
5260 TREETOP TRAIL
FT. PIERCE, FLORIDA
OF 2
f
t
{
k
_WIND BRACING DETAIL
TYPICAL SECTION
n J R� ..L�LLt / r1 /SrL ESL za e r� _ /Z i.
t
I-
f I I
L.
I
I i
I!
FILE COPY
y i I Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
�"� /215" ' (772) 215-5623
G'iHIU
BENCHMARK ENGINEERING
{r — ° 0878 * OF THE TREASURE COAST
806 DE
T. P ER RE 4VE. REVISED
(772)M-26T49-:: 03/05/18
�%7iltl!11�1���
FILE COPY
y i I Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
�"� /215" ' (772) 215-5623
G'iHIU
BENCHMARK ENGINEERING
{r — ° 0878 * OF THE TREASURE COAST
806 DE
T. P ER RE 4VE. REVISED
(772)M-26T49-:: 03/05/18
�%7iltl!11�1���
_
SEAL
POLE BARN
SHEET
BOWDOIN
Z
CHRIS STRIKER
HUTCHINSON
6260 TREETOP TRAIL
P.E. #70878
FT. PIERCE, FLORIDA
OF 2