HomeMy WebLinkAboutBuilding Plans-
Jurisdction: City of Port St. Lucie, FL
5-00-00 5-00.00 Code:FRC/FBC 2017
Project Address: SEEPLAN Project Name: MELISSA BOATHOUSE
co
U U Q Q Q Q Q Q Q Q Q Q Q Q Q U U �� Archtect/Engineer: Paul Welch P.E.
�. V MTL, oUGt:1+.
2a0EiNlAG�V1'otJ I4/a� °'cps
BM1 BM1 BM1 BO Type ofCoTistruction:CBS Frame: X PLYwohDoltEA�altaNaAl
wJ 9h�zla "MANk-NAI w
— — -- g Designed: Enclosed Open Partially Enclosed X
CJ 1 ' * CA
1 wilra R, -z
IIII � O O _00 O ', -� IIII peed (3 second gust) Vult: 150 mph �tar9p�c+hl al�5li® vvJ i& �;��
0 20-0 -00 0 0 0 ;' IIII t�9 E 1 a
IIII CD O r of �I CJ3 Exposure: ( ) 116 mph
CJ3 N N N B
E Wurd S eed (nominal) Vasd: M—
,, IIII IIII:
r1 t Ate a 3' 6t t
III I Internal Pressure Coefficient : 0.55 4 LPL'GE c ,
EJ5 IIII >EJ5 - i I,cr01 W00t��&SCA
j
O "' 1 Importance Factor: 1.0 Building Risk Category 1 or 4 t
CDIIII IIII ateg 1 (,2>3, ) i :.p �41a. t
O IIII IIII Mean Building Height: 15 ft tLA
0
EJ5
i �;��.. EJ5 ,,
1
-O
d' m III III m Overhang.. 2 ft .Roof Pitch: 4 / 12
III
1 ;
EJ5:. - III Components & Claddur Wind Pressures + —
I E J 5 P g 31.8 / 40.0 PSF
(ACIUALBUILDING DESIGNPRESSURES FOR WINDOWSA DDOORSLISTBD ON N
1111 L� ?_XIf— V4 110b6e
IIII Roof Dead Load: 7 Live Load: 20
IIII IIII... ,.,,/,/ III, xf'L*fw�,tN�WAr.OZ--
CJ3 - ,
- t -
Framed
CJ3 < Fr ��
oor Live Load. N/A psf Dead Load. N/A
IIII 1' 5 t E -rrzfto VU-r ToF Tea fN44Tc
Shutters: Yes #N/A No IIII IIII ; , #N/A
,: J�'9 1aIDhl ,,,.- CA 1 ! l .9 r�
CJ1 teR kE�DFB {u� Impact Resrstant Assembly. Yes #N/A No #N/A ,
BM1 BM1 1BM1
SCOPE OF WORK / (' U U U U
CONSTRUCT NEW BOATHOUSE PER PLAN ,
. 1=aiMl%Csol AP>�l lsaag'�). @ G9r
9-04-00 9-04-00 9-04-00 10-00-00
. NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17, AND THE FBC 17 RESIDENTIAL, i #
38-00-00
.. 2017 PLUMBING CODE, 2017 MECHANICAL CODE AND THE NEC (NFPA 70) 2014 EDITION. {'
NOTES:RM
Cii4Pl
-THE CONTRACTOR SUBCONTR
ACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
--ill DIMENSIONS, "
t' 1 n , ,,
... CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. �`1��I, _.._, - a'`25w Piaj .- �, �taJL'�°)i0n.d
STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE tfa:, Fosfaiblra�P 6�s1 ,
ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
-ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
T101
SCALED
,DIMENSIONS. ...�,�_�,.......,-..�_ :..
I
-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2017. llez l htsfz L_V L_ B'e 4N LI E L1 o� � �: t2 Pan,.. F;t-orrm Ki .
STRUCTURAL NOTES:
1 DESIGN LOADS IN ACCORDANCE ASCE7-10.
2 SOIL BEARING CAPACITY. 2000 PSF (MIN.).
3 SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQU11tEMENTS..
. .' .-.:. dl 7Vr1NIM11Me`flNE`RFTF PAeITG('TT(1NRelR l]li'rN1: ElD!'ll�{G BARB•""- `
Building Department Product Approval Submittal Affidavit
Permit #
Building Address: SEE PLAN
Contractor: TBD
Product
Model#
Manufacturer
Attachment Method Type, Size,
Building
Product
Spacing, Embedment & Stiffener etc.
Design
Design
Pressure
Pressure
#10 x 1-1/2" Hex -Washer Head wood screw* to penetrate
Roof
FL#17022.1
5V -26 GA
EXTREME METALS ?
3/16" min. thru deck or 5/8" embedment into wood plank
.66.7
-93.
12"/16" O.C.
Ihave reviewed the above product approval information and approve it.
Name: Paul Welch P.E. Certification Number:29945
TRDSS CONNECTORS
EQ_QL1
TRUSSH)
BEARING POINT
SACDIAL
CONNECTOR
10.
CONNECTOR
UPUFTOESIGN
FASTENERS
NOTES
PUFF
GRI
EACH
1539
(2}MTS 16
2000
(la)aodx 11/2^
Al
EACH
936
(1). NITS 16
IOW
(14 -10d X 11/2°
JACKS
1ST
- <500 "
(1)-NR516
3000
2ND
5500
NAILEDPERTC
TRUSS COMPANY
BUILDER5IST
LAYOUTDATE
921/20
CUT-SHEETDATE
2L 2 -
SRO IRa
NOTE: ALL STRAPPING
TO BE SIMP50N
STRONG-TIEASSPECIFIED.
TRU TES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER,
2) LONTRACTORTD PROVIDE PAULWELCHINC., AND BUILDINGDEPARTMENTWITHENGINEERED
TRUSS DRAWINGS BEFORE INSTALLMTRUSSES.
3). CONTRACTOR TOVERIFY ALL EXISTING ROOF CONDITIONS AND DIMENSIONS BEFOREORDERING,.
AND INSTALLING TRUSSES.
4). TRUSSTOTRUSSCONNECTIONSTOBEPNOVIDEDBYTRUSSCOMPANY.
51 SEEMUSSCONNECTORSCH.FORTRUSSTOWALLCONNECTON5.
J-1 Y IIII\LGJVV lJI I VWIYIA\L I UJL/YO vv/noEnrvlEJn 1 JL`LIII- .WaoV*I 5 ■, OR 6"/6" 10/10 WWM OVER VAPOR BARRIER ON
CLEAN COMPACTED CHEMICALLYTREATED FILL
a REVI�WE� FOIs
vODE COMPLIANCE'
arm xa
ST. i. CIE COUNTY
SOCC 11
j?�
.: SIIECT hNIIHEf?
ARROW ON THE TRUSS REPRESENTS ITS LEFT END
-00-00
0
r)
0
c)
FATITfj_PffSWZ [17141 4
611101110111
CA
0
EJ5
EJ5
CJ3
CA
Builders FirslSaurce
1602 INDUSTRIAL PARK DR
PLANT CITY FL
Phone: (813) 759-5922
Fax: (813) 752-1532
http://www.bldr.com
V G..Gp• •�V.GV•
- Per ANSI/TPI 1-2007 all " Truss to Wall"
connections are the responsibility of the Bu Id ing
Designer, not the Truss Manufacturer.
- Dimensions are Feet -Inches- Sixteenths.
- Trusses are to be 24" o.c. unless noted
otherwise (U.N.O.)
- Trusses are not designed to support brick 'U.N.O.
- Do not cut or modify trusses without first
contacting Builders FirstSource.
- Immediately contact Builders FirstSource' tl
trusses are damaged.
Connection Notes:
- All hangers are to be Simpson or equivalent
U.N.O.
- Use Manufacturer's specifications for all hanger
connections U.N.O.
- Use10d x 1 1/2" Nails in hanger connectk,ol" to
sing le ply roof girder trusses.
Dimension Notes:
Drawing not to scale. Do not scale d imensions
Roof:
`CLL: 20 PSF
`CDL: 7 PSF
CDL: 10 PSF
Wind:
Velocity: 170 MPH
Exp. Cat.: C
Risk Cat.: 11
Roof pitch: 4/12
Overhang: 12"
TNT Builders o
South Florida
Melissa's Boathouse
Framing Plan
6310 Arapahoe St.
It. Pierce, FL
Layout: BOATHOUSE —LAY
Date: 09/21/20
Revision History:
Rev1: 10/07/20
Rev2:
Rev3:
Comments,""
eiizvitwti) FOR NOT TO SCALE SHEET
�ODI^ COMPLIAr' a __
1 of 1
ST. LUCIE COURI
ROM