HomeMy WebLinkAboutTruss RevisionOFFICE USE ONLY \
DATE FILED: 11
REVISION FEE:
PERMIT # Za o c�' 0 0 °78
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
MAY 2 0 ZU21
(772) 462.1553
Permitting Department
St. Lucie County
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: �+ lr�7
�(ci0 COOi'Ff _. R\t�GL 1�9 FT Ir—mcin
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
RUcc RIF--Jl'-8,;O+J:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CG C_ El
BUSINESS NAME: BL)t LQ N G -
QUALIFIERS NAME:`�iu_ CJJ sr
ADDRESS: 2682- Su =*nPorzE) i
CITY: Pos2T Si 1..-.ty C_c P_� STATE:
PHONE (DAYTIME): S'g I CA S' S "� ,F
OWNER/BUILDER INFORMATION:
NAME: - ('-O r>OLrr—o
ADDRESS: C�O A U' .rcr=i
t 1� Poe, ,
CITY: l-
STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME: �
JaZtJ'Klko Osw s
ADDRESS: l �7 '
CITY: N o
STATE: t-
PHONE (DAYTIME): SDI
ti7 j (7 a 3 1,
ST. LUCIE CO CERT. #:
C?
FAX:
FAX:
1"E M
SLCCC; 9123109 REVISION
Revised 06130117 - _ i~ 2� ` W • 0
ZIP:
ZIP:
FILE COPY
TRUSS CONNECTOR SCHEDULE
I.D.
I.D.
MANUF.
TYPE
BEARING
CONNECTOR
UPLIFT
FLOOR
CONNECTOR
LATERAL F1
CONNECTOR
LATERAL F2
FASTENERS
TO STRUCTURE
FASTENERS
TO TRUSS
NOTES
S1
SIMPSON
LGT2
WOOD
2050
-
-
(14) 16D
(16) 16D
S2
SIMPSON
LTS16
WOOD
775
-
-
(6) 10 D X 1.5
(6) 10 D X 1.5
S3A
SIIMPSON MPSON
M S 60
WOOD
1000
-
-
7) 1ODSS
20) 10DS
/) 10DS
S4
SIMPSON
HD5A
CONC.
2485
-
-
ANCHOR BOLT -
6 EMBED.
2-j" THRU
BOLTS
S5
SIMPSON
HD10A
CONC.
5540
—
—
7/8 SSTB ANCHOR
BOLT - 10" EMBED.
4-7/8 THRU
BOLTS
S6
SIMPSON
MBHA
CONC.
3775
6005
-
-
2- ATR
X8"
(18) 10 D
S7
SIMPSON
HGT-2
CONC.
10890
—
—
(2) X12 ANCHORS
W/EPDXY
16 10 DS
( )
S8
SIMPSON
HETA16
CONC.
1810
415
1100
EMBEDDED
(14) 10D X 1.5
S9
SIMPSON
HUS210
WOOD
720
2845
—
—
(30) 16D
(10)16D
S10
SIMPSON
HU212—
WOOD
905
1085
—
—
(16) 16D
(6)10D X 1.5
S11
SIMPSON
MGT
CONC.
3965
-
-
1 5 8
X12"ANCHORS W/E
OXY(22) 10 DS
S12
SIMPSON
HETA16
2 STRAPS
CONC.
2035
1225
1055
EMBEDDED
(12) 1OD X 1.5
TRUSS CONNECTOR SCHEDULE
I.D.
I.D.
MANUF.
TYPE
BEARING
CONNECTOR
UPLIFT
FLOOR
CONNECTOR
LATERAL F1
CONNECTOR
LATERAL F2
FASTENERS
TO STRUCTURE
FASTENERS
TO TRUSS
NOTES
S13
SIMPSON
HETAL 12
CONC.
1085
415
1100
EMBEDDED
(10) 10 D X 1.5
S14
SIMPSON
DETAL 20
CONC.
2480
2000
1370
EMBEDDED
(18) 10 D X 1.5
S15
SIMPSON
HGT — 2
CONC.
10980
750
500
EMBEDDED
(16) 10 D
S16
SIMPSON
HU410
CONC
1135
—
—
(14) .25" X
(6) 10DS
NOTES : 1. CONTRACTOR TO VERIFY USE OF COMPATIBLE HARDWARE WITH PRESSURE TREATED WOOD USED IN
CONTACT WITH
2. CONTRACTOR TO VERIFY SIZES OF ALL CONNECTORS FOR PERFECT FIT
3. ALL EMBEDDED ANCHOR BOLTS TO HAVE SIMPSON HIGH STREGNTH 2 PART EPDXY
4. CONTRACTOR TO PROVIDE TRUSS ENGINEERING TO ARCHITECT PRIOR TO ORDERING
5. TRUSS HOLDOWNS TO BE REVIEWED PRIOR TO ORDERING TRUSSES TO VERIFY DESIGN
UPLIFTS RELATIVE TO ACTUAL
6. SEE FLOOR PLAN FOR TRAYS, COFFERS, PLANTSHELVES, ETC.
Hatch
11'-4" BRG WALL
TREY TO 101-4"
04
UPLIFT 1000g
F1= 300
F2= 300
ROOF PLAN
SCALE: 1/4 INCH
447
F1= 300
4^1 F2= 300
RAF
Aiq �Fo
as�J�n y2�10
1
ADVANCED
e coy' y�Q,r
62' 2"
33'0' 15'S" DESIGN
BUILDING
62' 2"
' n4an0:) aPn-:7S
auaviVedoo BUIPILLUOd
ldUl 0 Z AVW
03K19J311
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000
WWW.ADVANCED—DESIGN—BUILDING.COM
IHME. DRARTNOS AND SPECIFICATIONS ARE ,}
MSIRUMENTS OF SEANCE AID ARE THE PROPERTY OF
ROUND HILL DEVELOPMENT OR". NCJ mo ADVANCED
DESIGN ! MAL MO. THEY ARE NOT TO DE USED ON
ANY OVER PROD= OR EXTENSIONS OF THIS PROECT
EXCEPT BY MITTEN AGREEMENTS MIN ROIMO HILL
DEVELOPMENNO DESIGN CHANCES
LK NH 9L.70 THE INTENT
OF THESE DRAVINIS OR SPECFICA71M ARE TO BE MADE
RIIIDUT OBTAINING HMTDN MISSION FROM
ROUND HILL DEVELOPMENT tliWP. q
ARCHITECT: BERNARD
JONES 7
DATE. -
CLIENT:
RESIDENCE
Me So
�Ay` �ROJONES .
f ,
' PRp013 ��3 ,4
ROOF
FRAMING"
PLAN
REVISIONS:
PROJECT
SCALE: } INCH