HomeMy WebLinkAboutPLANSY
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
a
2300 VIRGINIA AVENUE, ROOM 201
FT. PIERCE, FL. 34982-5652
407-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all
applications for building permit involving the construction of new residence (single or mufti -family), residential addition, any accessory
atructure requiring a building permit. and any nonresidential structure. This Certification shall not apply to interior renovations (provided
that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further
assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
C.*,t vi O �'MOc -.I
iOFFICE USE ONLY
STREET ADDRESS
oa5EP0 I
PR NUMBER
T CST I L+7
PERMIT NUMBER
OCCP. TYPE
CST.TYPE
GENERAL NOTES
1. Construction shall follow "Standard Building Code" as adopted
by the county and as applicable to the area in which the
building is to be constructed with all applicable amendments.
2. The Contractor, Subcontractor, Supplier, etc. shall verify all
dimensions, conditions at Jobsite, plans, specifications, etc.
3. Ali written dimensions on these drawings take precedence over
scaled dimensions.
4. Structural features not detailed on these plans will be
addressed by the Engineer as construction progresses.
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
DESIGNEDHAVE BEEN
CURRENT YADOPTED AND EN OR D BY ST APPLICABLE UCIIE COUNTY. I AL OPORTION BUILDING
CERTIFY THATSTRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED' I&s m check or corrclete the appropriate boxl
1. BUILDING CODE EDITION USED (rE"t) 1 "L4 SBCCI ASCE 7.88, OTHER (SPECIFY)
2. BUILDING DESIGN IS (cHIEce OW ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
2 BUILT)iNG HEIGHT: FT 4. NAND SPEED USED IN BUILDING DESIGN: 1 O MPH
8. WIND EXPOSURE CLASSIFICATIONIrtffst To 00wOSUNE TAaIES IN BUILDING CODE IDENTMED IN DIE et):
8 AVERAGE NAND VELOCITY PRESSURE ON pCTERIOR FACES OF STRUCTURE'.
PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE- PSF
6. yAPORTANCEAISE FACTOR toeTAIN FROM WALIXNG fAGE): I - O
1. LOADS: FLOOR PSF ROOFIDEJID: EKIt-TI PSF ROOFAJVE: �oo� PSF
10. WERI- SHEAR WALLS CONSIDERED FOR STRUCTURE IDHECK ONE) YES NO _ If NO, why? (Ruch
expiprvtion) %
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHIECK OW YES V NO — K NO, wnY7 (sum
12. ARE COMPONENTAND CUIDDING DETAILS PROVIDED (OCCK aq YES " NO _ If NO, why? ((attach
expwradm)
13. MINIMUM SOIL BEARING PRESSURE aC> PSF
AS WITNESSED BY MY SEAL., r HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME:�p� N \UE(JB CERTIFICATION NO: 1�1�55 ISM HERE]
DESIGN FIRM: 1,) IQ O� 1 ��. DATE:�¢-
txCIS(U 1 EA4 \vu-J ExISfW 3 X3 gI'Xp v\ o eA l
�,) IIz."le)cr R,Ywd UNL.(--a 10TZ) sr�L r a r1 P�
E\IlEfLY s i o / �L� aor,
I �'(-11� E�cl�(il-►U FK�I-I�sTU�c-o
V I OL,�1 cal of ,E r- T100 I I • CF,• 01 �AL LP--,
CL-k� 14d, ( M erY "Y
ILL ctrz>e 4} 9LD 14.�--.,7 3 wto `Z�
NV I'( oN AL, c ZW-Sra lC1 I Cd
�--�� ekIO 1 SuBMrrr� o P I IYI
E'
I(2 E-Ye'f F vvv
F p11, IOJ I4AILf7
411 or,
AMP of te.4 o 6or
QI�� NaL.� j�t�,►a�xl'i�
4tIL.S
Pr2Xd f�or ft,&— \v/
�'II-II4.) IEHbEU
AL.t, o'f�1 5 P
IV If
�XIS'rl� �x3
\vr7 64
QX4--roe R,&TF-
(3� lod 1-IAllti
I Intro E-'�i5i \VO BI�
gm -I" L,
— 9--II HIS!
IIZt✓I��• /)C4e\VF,j W/
I •4I X O. 13r DIA p� iUl�I1-
fc4k- v
U'or- Lori E S
,�'or, HLLP
w0 ebbE
ExItW(--s
F?r-�
�Y
e
�xit7 11-►� cAr 4lbCOT•
I� d
- x 8 \vt7
COI--Y!
PDri
111��14L-
�''lo�-az��
i3UiLJING DIVISION
REVIEWED
FOR COMPLIAN
REVIEWED BY
DATE T " 11 —q1
PLANS AND PERMIT
MUST BE KEPT ON 308 OR
WAS
t roo \/IS11A1..- F1 W 1Nhft:r1a.l
o(�'fke- Exl��� ►!� �C� l awl
IN fart �rKrpw al l to w
\ tps uarEp. Tod-
Fo1 yr �vl w
PeoP��l�rb�Q�� /�PI�Ir�
lj I�"Lv�o�E A�.k:>`b�� Falr_I41 �rIP�rME�T
fb o*C Arr ZX4 sec ct�1'E-
R6►b'r�s LaC''ri C, lJ
2) Pr-DVIOF- sll--IH. I -A I-117t,12
t,� 24"ac, pr-o
p K E 2J14 Pt,p -P E)e I l-vj
o) I Cd "I L_s a4 �TKAP
g-tF' ajt;, C-oN I -I
IS�xls-nl-� kTw-E� NO
WOriIa"AL-LC,40, ISI=F1j1UI F-�
"lD 1 i►1 RAN-]
SCANNED
BY
St. LudeCoun
u,
I~in
J] r
N
3 #
U ry
��
•W
c
m
.0 tT
G .-.
O O)
h0x
htr,
DRAWN
(.Lp
CHECKED
�L�J
DATE
JDti1 9�
SCALE
dS N oTEp
JOB NO.
9-1-oI— cO
SHEET
OF 2 SHEETS
F
I
00
._..-_. _--�V-� Z: 1
pw�l
w "
CaLIS
VDU.- I
A LA?
(E_ Pr 2)�4 wn-ta
6ox--�eLKw.(x,1, 4alk; X 4s°i�vjn w
Via•-•0)(-�E,4641L2
(cer)rLHo.�6)(i "61
Ln
F. Ln a
wvw
Ar
3 # u
,W
ni
U F7
Fq Qr
C • IA
c D v v a) (D
ha�D
DRAWN
CINP
CHECKED
J ULV
DATE
A �► q'1
SCALE
hs N�TE0
JOB NO.
-ol- a
SHEET
OF 2 SHEETS