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U- 17)
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENW, ROOM 201
FT. PIERCE, FL. 34982,5652
9 407-462-1553
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 muM-famity), residential addition, any accessory
structure requiring a budding 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
WILhAF-D C-ff?
OFFICE USE ONLY
STREET ADDRESS
N H) 0 WL,
PR NUMBER
�PK-K-
PERMrT NUMBER
OCCP. TYPE
I A 6- 1 f— IS 0 U "'T
CST.TYPE
CERTIFICATION STATEMENT:
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 USED: (Pipaw d*ck or cxrPL&e tTe apprwria" box)
1. BUILDING CODE EDITION USED IYEAR) q -1 SBCCI ASCE 7-88 OTHER (SPECIFY)
2. BUILDING DESIGN IS (cHEcK OW ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: f4U"� INLAIA FT 4. WIND SPEED USED IN BUILDING DESIGN: 12,0 MPH
& WIND EXPOSURE CLASSIFICATION MUM TO E)0'0SLXIE TABLES IN DLILDWjr, CODE tOENTTFIED IN ONE 61):
S. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 1-5 PSF
7� PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE Zf5 PSF
a. IMPORTANCE/USE FACTOR (oerrAw FRou aLmlxwc coce):
9. LOADS: FLOOR PSF ROOFIDEAD: PSF RO0FAJVF- PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (cNECK ONE) YES NO — If NO. *rtly? (aftch
w0anxtion)
It. IS A CONTINUOUS LOAD PATH PROVIDED (cHEcK oNE) YES V/ No — If NO, *ivy? (atlach
explanation)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED ICHECK ONQ YFS -Z NO — Of NO, WhY7 I
explanzbon)
13. MINIMUM SOIL BEARING PRESSURE-' !!>n PSIF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BEUEF.
NAME: If-- CERTIFICATION NO: (SEAL HERE)
DESIGN FIRM: \J OP- DATE: kP�-A L- CA-7
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NOTE
ROOF AND FLOOR LA�OUTS PROVIDED ON iHESE PLANS ARE TO BE USED AS
A GUIDE FOR BEARING DETFPMINATiON, FFASABILIT� AND ARCHITECTURAL -
AIDE. TRUSS MANUFACIURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS,
AND ALL TRUSS/HEADER ENGINEERING AN( PESCREPANCIES FROM THESE
LAYOUTS THAT AFFECT STRUCTURAL REAItN(, AS CALLED OUT ON THESE
PLANS SHALL BE NOTIFIED TO THE ARCHLTICT/DESICNER PRiOR TO THE
FABRIGA11011 OF TRUSSES.
WOOD TRUSSES, WHICH ARE 10 BE FABRI(ATED BY A LICENSED FABRICATOR,
'SHALL BE FURNISHED IN ACCORDANCE WITO DESIGNS PREPARED, AND TO HE
SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGfNEER,
AND THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN SPE(.[F-
ICATIONS FOR STRESS GRADE LUMBER" AND IT'S FASTENINGS B� AMERICAN
INST11UTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND "DESIGN
�PECJFICATIONS FOR LIGHT METAL PLATE (ONNECTED WOOD TRUSSES", BY
THE TRUSS PLATE INSiiTUTE
THE DESIGN AND SHOP DRAWINSS, AS WELL AS THE FABRICATION OF WOOD
TRUSSES, WILL. BF SUBJECT TO THE INSPECTION AND APPROVAL OF THE
ENGINEER AT ALL TIMES.
THE HANDLING, ERLCIION, AND FIXING OF WOOD TRUSSES SHALL BE IN
ACCORCANCE WITH THE SPECIFICATIC.)INS Noun ON THE DESIGN DRAWINGS.
ALL ENGINEERED HEADERS AND TRUSS HAHGERS TO BE SUPPLIED BY THE
TRUSS MANUFACTURER FE
AL L HEADERS TO BE MINIMUM (2 2 x 12 UNLESS OTHERWISE CALLED OLIT
�SEE BEAM OR HEADER ',C11EDUI_E)
, -is
7'R
mir, 4- 10d fc,c noils
FIE
speci f ie
connectcr
FIF
B ron 3- Od toe nails 12' CEIL.
T (PICAL JA(',I,,' ol- .r�f itied Connector tf
BEARING 1-OCATIONS
FIE
#
7
I,C,DL. 7#
B.C.LL 0#
B,C.D.L. 1001 FIE
TOTAL 47# P "S F
F) t; t I
kil U 10; j U� �A
BUILDING CODE SBC/SB&CI
WIND DESI(`7N A -ICE 7-�T-)
G
�ABLE END ROCIF ZONE
EXPOSURE CATA(30PT D
BUILDING CAI AGOPY I
WIND SPEED 120 MPH
ME/�N POOF HEIGHT 20' FIE
ASS()MING 10if TOTAL DEAD I )'D
BUILDING TYPE- - ENCLOSED
* TRLIS" CONNECTIONS
Std. Closed end Trusses _)OC
'o Wood Simpson - VT' , 12 14-- 10d riciil:-, 1�( j#
T AAJ 16- 10d noils 1,890#
'o mosoncry: Simpson - HE
* Open end jacks
sanne Connectors as Std. CE* trUs,.e�,� except nal cis
follows. use 4--lOd tot MIS12 cnd 4 -10d fo, HETA20
for open end, ust rnin. 410d tot� nails 4 tolp and 3--lod (a bot.
Halts. (typ) : 2-,.)jnf-IvISTAI8 each end 14-10d pe strap UON 2,130
or '.im--PA-)8 earn end 2116d x 2 1/111" per strop FJON 3,685
* LJON = Unless otherwise noted,
* �Jse 1 1/2" 10c] nails
* No splitting or cracking due to nalling permitted
* Or equal hardware permitted throughout
Dee la�out foi bearing iocations.
Attach valleys rind piggy backs per tiuss cornpGn� detoils
111 1 1 6 11
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T118 E30LT 2 PL� MIN
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6 REOUIRED
4 112' MIN.
FROM ENE) OF
V TICAL TO
ER
BOLTS BY FIRST 13OLT
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11\1STALL
WASHERS
THREADED
ROD
POST BY
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CONNE� UPLIFT
_2 PLY GIRIDER 6465
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3 PL RIDER 7910#
FIE
Simpson SLronq-Tie
A —A
k \j NO ENF
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IT: . " -
NAILING
(28 01AL
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ONE UN
USE EVERY OTHER 1
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CONNEi- I OP UPLIFT
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3- /\8' MB 7910 4,
11 l6d 1890
14-16(l 1000
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Robert Scharfachwerdt
MOtMy LM, KPI&I.e F1 34981 Phone 800-
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