HomeMy WebLinkAboutApproved Plan711
PT 2x TREAD TYP. D
ATTALH W/(5Ab- DIA )5- LONG
6ALV) HEX HD SCREWS. 2
EACH SIDE
0
n°
I1
U
04
Q
ATTACH 5TRIN6ER
W/(2)1/2" VIA THRUBOLTS
INTO PT. 4x4
P.T. 4x4 POSTS
LUMBER:
LUMBER USED SHALL BE SIP a2 OR
BETTER ALL LUMBER EXPOSED TO
HEATHER SHALL BE PRESSURE TREATED
OR RATED FOR IOR USE.
USE ON IN51DE POSTS HHERE POSTS
OCCUR OVER 5LA5
ABE44 P05T BASE
TYP. H(6)#b x 5-1/2' 6ALV.
SCREWS
1/2' VIA x 5 1/2" ANCHOR
BOLTS hUWA5HER5
rl-rA V A rll10T0 TX/r)
%JL- I T vo I o r1I L-LJVC
OF CONIC SLAB BELOW L1J
DECK PLAN 0'
SCALE: 1/2" = 11-011
O
UI
�i
NOTE:
566 H16H MIN. ALUMNINUM OR
WOOD HAND RAIL4,16 WITH
PICKETS SPACED TO REJECT
A 4- DIA SPHERE 8 PER
FB.O-R 2014 5TH EDIT.
PT 2X6
PT CONTIN. 2X12 BAND
)ECKING UP TO R
50
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I o,0
1=IIIIII—Illllt��
,
L-J LJ
A SECTION STAIR
Al SCALE :1" = 1'-O"
rJ!
NOTE:
56- HIGH MIN. ALUMNINUM C*
WOOD HAND RAILING WITH
PICKETS SPACED TO REJECT
A 4" VIA SPHERE $ PER
FB.C-R. 2014 5TH EDIT.
PT 2x OR 5/4 COMP DECiGN6
ATTACH H/(2)
#8 x5" BRONZE CERAMIC COATED
OR STAINLESS STL. DECK.
SCREWS
2xb JOISTS
161, O/C TYR.
5EGM X15T TO JOI5T ISER WITH
A SIMPSON LU26 H/b-Ibd NAILS TO
PERIMETER BEAM d (4) IOdX 1-1/2"
NAILS TO J015T
6RADE
SECTION @ DECK
Al SCALE: 1" =1'-O"
/
/
Lfll1„ iHCK110. /
-IGi_S
NFA SID .S
TECH.
�010-
/ / I
8'-0" setback /
L LD
VERIFY
6-0" setback)
co
�> - / NEW DECK �i I U
a N S I I 13'-8'I I to
FIELD
— Is" MAX VERIFY
113'-9 112"
VERIFY WIDTH I
EXIST. INSWING DOOR TO REMAIN
I
I
I
I
OT 124
EXISTING MANUFACTURED HOME TO REMAIN L_
THESE PLANS AND ALL : ?OS WI OR
ARE SUBJECT TO ANY COPRECTON6•--
REQUIRED BY FIELD INSPECTOR $ THAT
MAY BE NECE.SS,,RY ;N ORC:ER
COMPLY WITH ALL APPLICABLE (ODES.
I
CONCEAI Lu FA' F!
CONTRACTOR OF RE"C i iD
I
N. 71 6 08"E. 65.E8
N 0 V i 7 2017 {pVl�y
BY: .......................
GENERAL NOTES
SITE PLAN
SCALE : 1/4" =11-0"
I. TYPE OF CONSTRUCTION: CLA55 V,UNPROTECTED, GROUP R3 OCCUPANCY
PER FLORIDA BUILDING CODE.
2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED
BY THE COUNTY AND ALL APPLICABLE AMENDMENTS.
5. BUILDER 5HALL COORDINATE ALL THE HORK OF ALL TRADES.
4. BUILDER SHALL REVIEH DRAHIN66 IN THEIR ENTIRETY BEFORE 5TARTIN6
HORK. THE BUILDER SHALL ACCEPT FULL RESPON5ABILITY FOR ANY ERRORS
OR OM15510N5 NOT REPORTED IMMEDIATELY IN HRITIN6 TO THE ARCHITECT.
BACKGHAR6ES WILL NOT BE ACCEPTED. DO NOT SCALE DRAHIN65.
5. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF 5TRUCTURAL OR
NON-5TRUCTURAL MEMBERS DURING CONSTRUCTION.
FRAMING NOTES
I. STRUCTURAL WOOD AND TIMBER FRAMIN6 SHALL CONFORM TO THE 'TIMBER
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
2. ALL HOOD IN CONTACT WITH MASONRY, CONCRETE OR BELOW FIN FLR ELEV.
SHALL BE PRE55.5URE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR
BARRIER BETHEEN THE CONCRETE OR OTHER CEMENTITO05 MATERIALS AND THE
WOOD AS PER GORE.
5. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND
BRID61N6 USED DURIN6 ERECTION OF TRU55E5 AND STRUCTURAL SLA65 TO
PREVENT COLLAPSE OR DAMA6E.
4. DIMEN510NAL LUMBER SHALL BE SOUTHERN PINE. NO.2 OR BETTER AND SHALL
PROVIDE ALLOWABLE STRESS VALUES OF 1200 1151 IN EENDIN6 FOR A 51NISLE
MEMBER USES. 90 PSI IN HORIZONTAL 5HEAR AND SHALL HAVE A MODULES
ELA5TICITY OF 1600 KSI OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER
6RADIN6 A6ENOY.
5. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PR06RAM. TYPE TO BE
GRF 1126 1-1/2' LONG AND .120" DIAMETER U.N.O.
L56AL DBOCAPIION
LOT 124, wnG MLAIV PR JWT OWTWN I, AGOOWW TO THE PLAT
TN6EOPI, Ab R660111M IN PLAT GOOK 16, PAM I, IA fflta N LL OP THE
FWXJC 111600M OF W. UYA COX11Y, M4MA4
PROPERTY LOCATED N PLOW ZOM AE &W
0E1/MM 60 C 4 MI7Y PAL& N0.
MQ2W-0 12-J DAIM 00/16/=
PROPERLY SIREET ADPM& 2124
MM BLVD. Jzmm 66A K M ,
ISM
10
Ln
revisions
no. date
designed PAR
drawn
PAR
checked
RM
date
ar31117
scale
114' = P-O" N.NOJ
Job n o .
17-0011 . six
QUANTUM ENGINEERING ASSOCIATES INC.
StNvaU'al Eng6'eeriug & CMt'K'gregalf0n
300 AVENUE OF CHAMPIONS
SUITE 260
PALM BEACH GARDENS, FLORIDA 33418
Shawn M. Stambaugh, PE
FL LIC. 61650 -- C.A. 26210
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I
IZll�o�(72,
ST. LUCIE COL'NTy LI II.P�C T, c
RFVIMWED FOR LI E
REVIEWED BY d �J
DATE
PLANS AND E!L�N ST BE KEPT
OR NO INSPECTION WILL BE 1L1DE.
I
LOAD SCHEDULE
LOCATIO LIB DEAD PARTN TOTAL
DECK 40 20 10 60
WIND:
ULTIMATE WIND SPEED = 110 mph.
NOMINAL HIND SPEED = 152 mph.
RISK CATASORY = II
STRUCTURE DE516NED A5 OPEN
EXPOSURE CATE60RY = D
ROOF DEAD LOAD FOR WIND
DE516N TAKEN AT 10 ps.f.
NOS,: THI5 STRUCTUiE 15 DESIGNED IN
ACCORDANCE WITH CHAPTER 16 OF THE
FLORIDA BUILDING CODE AND ASOE.
THE DE516N PROFESSIONAL A55UME5 NO
LIABILITY FOR IMPROPER SLOPES, GRADES
OR MEASUREMENTS. ALL FI6URE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
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THESE PLANS CONFORM TO FBc-R - 2014, 5TH EDIT.