HomeMy WebLinkAboutbuilding planATTACH STRINGER
W/(2)I/2' DIA THRUBOLTS
INTO PT. 4x4
EXISTING P.T. 4x4 POST° -
LUMBER USED -HALL BE SP #2 OR
BETTER. ALL LUMBER EXPOSED TO
HEATHER SHALL BE PRESSURE TREATED
OR RATED FOR EXTERIOR USE.
C.7
MAINTAIN WOOD PLANK
DIRECTION OF EXISTING
DECK
\\ EXI5TIW5 PORCH
TO REMAIN
ARENlrA
\
RI \
\ EXISTING SLIDING GLASS
\ DOOR TO REMAIN
I
It
\
I ,
It
`c \
5'-011
\� ]STING POROH \
\TO REMAIN
I \
1 � \
NOTE: ` \
56' HIGH MIN. ALUMNINUM OR \
WOOD HAND RAILING WITH
PICKETS SPACED TO REJECT \ \
A 4" DIA SPHERE ! PER
B.C-R. 2014 5TH EDIT. \
\
N
U)
LOT 127 D if
SECURE STRINGER TO JOIST&EPOER
WITH A SIMPSON LU26 W/b-Ibd NAILS
TO PERIMETER BEAM i (4) IOdX I-1/2'
NAILS TO J015T PT 2x OR COMP DECKING
ATTACH W/(2)
Mb 0' BRONZE CERAMIC COATED
DECK 5CREN5
2x JOISTS 0
Ib, O/G TYP.
PT 2xb FASTENED N/(2) 1/2'
VIA. THRU BOLTS
P.T. 4x4 POSTS
HAND COMPACT SOIL
/— AROUND POST - TYP.
NOTE TO BUILDER:
SAL TOPS OF ALL'LUMBER WITH LIQUID SEALANT
BEFORE INSTALLATION TO EXTEND LIFE OF LUMBER
n SECTION @ DECK
Al SCALE: 1" =1'-0"
s�n o
\` c7 71
69
LOT 1271
EXISTING "-',E
TO R --,IN
81-0fl S.B.
1 OPT. SECTION
SCALE:NTS.
ATTACH VEIL PT 2xb PERIMETER
BEAM TO POST N/(2) 1/2' DIA THRU
BOL75 INTO P05T-PER PLAN
IL. STANCHION
15E PLATE
fllF C�4`
x 2" MIN. 5-5TL. LAG,
5^5 TYPICAL - MUST BE
ALLED INTO PERIMETER
M, JOISTS OR BLOCKING
4LLED BETYE'N JOISTS.
BANDING JOIST
POST BASE
P.T. 2xb JOISTS 0 1611 OG.
PT POST
SECTION @ EXT DECK
Al SCALE :1" =1'-0"
EXISTING AIR
CONDITIONER TO
REMAIN -
GENERAL NOTE : I `\
DECK NILL NOT ATTACHED TO
EXISTING HOUSE. -NO
THAN I STEP
AL16N TOP OF NEW DECK
WITH TOP OF 1ST TREAD
50 THE DECK 15 ONLY
ONE STEP ABOVE
PAVERS
EXISTING 52' DOOR TO
REMAIN
REMOVE EXISTING STAIR \
TO RECEIVE NEW `
EXISTINIG PAVERS
TO REMAIN I
COMPO I-M r E CKIN6-�--�_-
AGH I, y(2) n xv,
ERONM(ZR*I I
A
EX157INS RE51D LR
TYP ATTA4 41 W/(5 I ' DI
x5' DING VJ 11 HO NOTE:
SG . 4 H I R15ER5 ARE MAX - 4" "
TREADS ARE 10" MIN.
OPTI OG. TO VERIFY ALL FI
GO 5 RI HEIGHTS IN THE FIELD RE
USE I µµC06TRllGTION.
41 To a IN
P.T 2x12 STRINGER
�
PAVERS
z
-HAND COMPACT SOIL
I AROUND POST - TYP.
Eu
B SECTION @ STAIR
Al SCALE :1" =1'-0"
0
NOTE TO BUILDER:
SEAL TOPS OF ALL LUMBER WITH LIQUID SEALANT
BEFORE INSTALLATION TO EXTEND LIFE OF LUMBER
PT 2x DECKING ATTACH N/(2)
46 x55" BRONZE CERAMIC COATED
DECK 5GREN5
SECURE STRINGER TO JOIST/LED6ER
WITH A 51M1P50N LU26 W 6-Ibd NAILS
TO PERIMETER BEAM f (4) IOdX 1-1/2'
NAILS TO JOIST
NO RAILINGS ON `\
THIS LOW DECK -R
2014 STH EDITION I \
&L. MAY ADJUST DIRECTION
E\ � OF J015TB AND DECKING AB
NEEDED
>< I \ EXISTING PAVER/
S
V B TO REMAIN
/\ i
10-10 S�B.
EXISTING b'Xlb' I EXISTING &XI& \
L OT 1 272
GENERAL NOTES
I. TTPE OF CONSTRUCTION: GLASS V, UNPROTECTED, GROUP IRS OCCUPANCY PER
FLORIDA BUILDING CODE.
2. CON5714TION SHALL FOLLOA THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
5. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES
4. BUILDER 5HALL REVIEW DRAWIN&S IN THEIR ENTIRETY BEFORE STARTING NORK. THE
BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OM155IONS NOT
REPORTED IMMEDIATELY IN H RITIN6 TO THE ARCHITECT. BAGKGHAR6E5 WILL NOT BE
ACCEPTED. DO NOT SCALE VRAWIN165.
S. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
FRAMING NOTES
I. 5TRUGTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER
CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
2. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR BELOW FIN FLR ELEV.
SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR
BARRIER BETPM THE CONCRETE OR OTHER Ce,ENTIT0115 MATERIALS AND THE
WOOD AS PER CODE.
5. BUILDER SHALL. BE RE5PON51BLE FOR PROVIDING ADEQUATE BRACING AND
EN061NO USED DURING ERECTION OF TRUSSED AND STRUCTURAL SLABS TO
PREVENT COLLAPSE OR DAMAGE.
4. DIMENSIONAL LUMBER 5HALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
PROVIDE ALLONABLE STRESS VALUES OF 1200 PSI IN BENDING, FOR A SINGLE
MEMBER USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES
ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER.
GRADING AGENCY.
S. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE
GRF 1126 1-1/2" LONG AND .120' DIAMETER U.N.O.
LEGAL DESCRIPTION LOT 1211, NETTLES ISLAND PROJECT
SECTION 2, ACCORDING TO THE PLAT THEREOF, A5
RECORDED IN PLAT BOOK 16, PAGES I, IA THROUGH IJ, Or -
THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FLOOD ZONE INFORMATION
PROPERLY LOGGATED IN MAW ZIM VE DAME
MWATIOIL 100 O 44111 7Y PAlft ND,
00205-MI-J DATED. 021W20IZ
PROPERLY 9TR�T AD MIN IZTI
W"M N.%V JC m 9115" PL,
BOUNDARY SURVEY TAKEN BY
AGGIURI6HT LAND SURVEYING, I
LICENSED BU51NE55 NO. #6607
1
I
I
I
I,I
I,
1,
LOAD SCHEDULE
\, LOCATION lba DEAD
DECK 40 20 10
WIND:
\ ULTIMATE HIND SPEED = NO mph.
\ NOMINAL WIND SPEED = 152 mph.
5K GORDESIGNED
= I
�(`y F{I����"' 11XtE DESIGNED A5 OPEN
Q%P05U2E CATEGORY = D
\ROOF DEAD LOAD FOR WIND
DE�16N TAKEN AT 10 ps.f.
hgn� THIS 57MZTURE 15 DESIGNED IN
ACCORDANCE KITH CHAPTER 16 OF THE
FLORIDA BUILDING CODE AND ASCE.
THE DEVON PROFE5510ML ASSUMES NO
LIABILITY FOR IMPROPER SLOPES, &RADE5
OR MEASUREMENTS. ALL FIISURE5 TO BE
VERIFIED BY A LICENSED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CONSTRUCTION.
revision:
no.
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drawn
checked
date
scale
job no.
QUANTUM ENGII
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OR NO INSPECTION V
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project
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SITE PLj
DETAIL
sheet
THESE PLANS CONFORM TO FBC - 2014 5TH EDITION