HomeMy WebLinkAboutRevision; Add Hardie Plank to close Pole Barn(:Sot",
OFFICE USE ONLY:
DATE FILED: J '� 0-72 'PERMIT # 1911-0412
REVISION FEE: _ RECEIPT # 1 142(a
PLANNING & DEVELOPMENT SER
BUILDING & CODE REGULATION DIV
2300 VIRGINIA AVENU
FORT PIERCE, FL 34982-5
(772) 462-1553 '
APPLICATION FOR BUILDING PER1
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: FILE COP
11298 MULLER ROAD s
FORT PIERCE, FL 34945 {v
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
ADD HARDIE PLANK TO PARTIALLY CLOSE POLE BARN 3 SECTIONS OF 4' HARDIE PLANK (12) FROM THE TOP
LEAVING THE BOTTOM 4' AROUND THE POLE BARN OPEN.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: HOB - REBECCA PERCY
ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: 11298 MULLER ROAD'.
CITY: FORT PIERCE STATE: FL
' ZIP: 34945
PHONE (DAYTIME): 772-579-3845
FAX:
OWNER/BUILDER INFORMATION:
NAME: REBECCA PERCY
ADDRESS:11298 MULLER ROAD
CITY: FORT PIERCE STATE:
FL ZIP: 34945
PHONE (DAYTIME: 772-579-3845
PAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: ARCHITECTONIC
ADDRESS: 806 DELAWARE AVE
.CITY: FORT PIERCE STATE:
FL ZIP: 34950
PHONE (DAYTIME): 772-460-7751
FAX: 772-460-4244
SLCCC 9123109
Revised 06130117
i ication Celt for Design
f r es an Load Compliance
1. DESIGN CODE: Florida IfEi19A>fAl L-code 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: _ Enclosed _ Partially Enclosed _ C,Z,_ Open Building
✓� T,.,-,-,..../ �^""-""'��� --""`�`._...._.�___--.._„� 3. Risk Category: )�_I _II _III _p 1V Exposure Category: _64 C ,D Adjustment coefficient PI I. i
PRmUCT REVIEW 4. Design Wind Velocity mph _-ASD,LRFD End Zone Width A�ft.
5, Mean Roof Height: jCft. Roof Pitch: 4- :12 Parapet ft
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
PODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
ROOF
ZONE 1-25.4
N/A'
OWENS CORNING
BRKSHIRE
FL
N/A
6— ROOFING NAILS PER SHINGLE
ZONE 2 -42.3
y1NGLE5
K 10674-R-15
ZONE 3 -64.13
WALLS
ZONE 4 -30.25
N/A
JAMES HARDIE
11P SIDING
FL#
N/A
11 GA. ROOFING NAILS (0.121" SHANK x 0.37P' HD x
ZONE 5 -36-3
BUILDING
13192.2
1.25' TANG) i 24" O,G
PRODUCTS
— 1
6. Components & Cladding Design Pressure �used: (PSF, based on Actual sq. ft. G� 3o 'MRH (worst case)
Zone 1:-91-4 Zone 2:-413' Zone 3:- y 13Zone 4:-!LrZone 5:-3413 Garage: kd A
7. Design Loads: Floor:' PSF Roof/Dead: 1,.5' PSF Roof/Live ,— PSF Balcony: _PSF
Dock: _,-„PSF Deck: _ PSF Stalrs: _ PSF Fence: _PSF Railing: _ PSF
((( 8. Were Shear Walls Considered for Structure? DXYes -_Not Applicable Explain Why Not:
y
9. Is a Continuous Load Path provided? - V Yes_Not applicable Explain Why Not:
THE SEAL HEREON 15 PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR L F OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
-_. ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURR, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY r
'I THIS OFFICE FOR THESE PRODUCTS. !f
STRUCTURAL
NOTES;
-
1.
STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE,
ICI
2.
CONCRETE SLABS AND FOOTINGS TO BE 2500 P,S.I. MIN.
3.
REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4.
CONCRETE COVER OVER REINFORCING STEEL;
!,
FOOTINGS 3"
5.
FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
- _
MINIMUM OF 96 MODIFIED PROCTOR DENSITY,
6.
ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE.
- -
7.
WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
'.. -
8..
FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS SEE PRODUCT REVIEW AFFIDAVIT.
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBERL HAVE A MINIMUM Z-
MAX COATING OR BETTER.
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DELAWARE AVENUE
RT PIERCE, FLORIDA 34950
'72 460 7751
'72 460 4244
VW.ARCH ITECTON ICINC.COM
4TE REG # AA26003348
,PYRIGHT 2017
PERCY POLE BARN
ST. LUCIIE COUNTY, FLORIDA
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