HomeMy WebLinkAboutDesign Certification for Wind Load Compliance'FIL _ '
STi LUCIE COUNTY
PPARTMENT OF COMMUNITY DEVELOPMENT
r
\' 23W VIRGINIA AVENUE
FT. PIERCE, FL., 34982-be62 _
W 482-1653
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification Is to be Completed by the project design architect or, 9601nier.. This Coral on must be s�mitted with all applications
for budding permit,
Involving the ro ident ial of new rssldwxe (Single oriWA-iarrrtly), realdentlal adcRon, any acemory structure requiring
e building permit, and arty nonraaWoMlal sttucture. This Certlfioatlon shall riot apply to Interior renovations (provided that no structural
wads, colurrm or other Sirrrlar component Is behtp effected) and oertntn ether minor building.p0rmlts. For tiuther assistance, please confect the Building InopeoWn OFiCe at 4M-11553 or 462-2172.
PROJECT NAME
R S t CAN S'o B 1 2 7 (i
STREET ADDRCOt!
Cj OR11 bA '% F'/ 16F , O/U PAR'C EL,
PR NUMBER
#J--OOoJ�UDO
PERMIT NUMBER
/o
UAN T v A /N `/p 6- �15
wep, TYPE
CST, TYPE
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION 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 WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS,
DESIGN PARAMETERS AND ASSUMPTIONS U$ED' rfllass check or omyja a the aRgron.
1. STANDARD BUILDING CODE 1097 EDITION ASCE 7-95 OTHER (SPECIFY),
2. BUILDING DESIGN 18 (a-EOK ow ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING /11
3. BUILDING WOW; FT 4, WIND SPEED USED IN BUILDING DESIGN: /� � MPH
6• WIND EXPOSURE CLASSIFICATION (REFER TO IMPOSURE TABLES IN ISMAINO MM IpUWVFje0 IN CM! tit): C-
6, AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: - PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURA- PSF
4. IMPORTANCFJUSE FACTOR (OBUUtFROM BULDWO COM): /1 0
0. LOADS' FLOOR VPar mxFIDEAD; PSF ROOFJLIVE; PSF
10, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE ((NECK ONE) YES ✓ NO _ 11 NO, why? (atOtcth
axplrmnawn)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHzcKONC) YES ✓ NO _ ifNO, *V (mtwh vatplalnaibn)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES ► O — If NO, why? (attach
oxplalnptlon)
13 MINIMUM SOIL SWING PRESSURE: ),0 lPSFI `k •
AS WITNESSED BY MY SEAL, I HERE8Y CERTIFY THAT THE INFORMATION INCLUDED 1MTH THIS CERTIFICATION
IS TRUE AND COR CT, TO THE BEST OF MY KNOWLEDGE AND BELIEF,
NAME: CERTIFICATION NO;
DESIGN FIRM; DATE: [SEAL HERE]
GR C GLOM FORM NO: on-M
ENGINEERING
5544 W. 147th Street
Oak Forest: 11. 60452