HomeMy WebLinkAboutSTRUCTURAL NOTES1 Y'
NEW 2X6 P.T.
LEDGER N wo
6ALV. HILTI 'SLEVE'
ANCHORS ® 32' o%
TO HOLLON BLOCK
EXIST. 2Xb P.T.
LEDGER IN EXIST.
EXP. BOLTS, TO
REMAIN
GENERAL STRUCTURAL NOTES:
APPLICABLE GODES:
A.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING
CODE, ASGE T-10. THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER
APPLICABLE CODES OR THE PROJECT CONSTRUCTION DOC VENTS ARE MORE RESTRICTIVE.
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PM16N
LIVE LOADS:
A.
WIND
I.
BANG WIND SPEED: 160 MPH
2.
IMPORTANCE FACTOR: 1=1.00
5.
EXP05URE: 0
4.
EXTERNAL PRESSURE COEFFICIENT: 155
5.
DE516N PRE55URE5: 452 P5F
5TRLM RAL WOOD FRAMING:
A. EXCEPT H ERE NOTED OTHERWI5E, ALL 2' LUMBER SHALL BE SOUTHERN PINE 545 NO. 2
AND BETTER, AND ALL SOLID TIMBER BEAMS AND POSTS SHALL BE SOUTHERN PINE NO. I.
B. PLATES BEARINGS DIRECTLY ON TOP OF CONCRETE AND WOOD FRAMIN6 MEMBERS, OTHER
THAN P05T5 BEARING ON STANDOFF BASES, LESS THAN 151 ABOVE GRADE, AND ALL WOOD
EXPOSED TO WEATHER, SHALL BE TREATED FOR MOISTURE RESISTANCE. SEAL BOTTOM OF
EXTERIOR P05T5 FOR RESISTANCE TO M015TLIRE ABSORPTION.
C. REPOSITION JOISTS AS REQUIRED TO CLEAR PLUMBIt2.
D. PROVIDE WIND/SEISMIC ANCHOR AT SUPPORTS FOR ALL ROOF JOISTS AND TRUSSED
RAFTERS. ANCHOR SHALL. BE SIMPSON H25 OR EQUAL.
E. EXCEPT A5 NOTED OTHERWISE, MINIMUM NAILING SHALL BE PROVIDED A5 SPECIFIED IN
THE TABLE 2304A.1 'FASTENING SCHEDULE' OF THE FB.C., 2014 EDITION.
F. LEAD HOLES FOR LAGS BOLTS SHALL BE DRILLED IN AGCORDANGE WITH TABLE'I.IQ OF
THE AITG TIMBER CONSTRUCTION MANUAL, 4TH EDITION.
:
A. DIMENSIONS AND ELEVATIONS OF EXI5TING CONSTRUCTION ARE 5HOWN FOR BIDDING
ONLY.
B. CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EASTIN6 CONSTRUCTION TO
VERIFY DIMEN510N5, ELEVATIONS, ETC. WHIGH AFFECT THE WORK SHOWN ON THE DRAWIN65.
EX15T. Gill WALL THESE PLANS AND ALL PROPOSED WORD
NEN RE6LET FLA5HIN5 ARE SUBJECT TO ANY COP,RECTIONS
GAIAKED IN SAK UT 'REQUIRED BY FIELD INSPECTORS THA 1
SLOT IN 5TKZO
. MAY BE NECESSARY IN ORDERR TO
NEN 51MsrAWNBLE LSU26ER NECOMPLY WITHAIL APPUCABLE CODES.
AD-W APPROVED ASPHALT SHINGLES
TO MATCH EXISTING OVER 30= FELT
OVER Ve GDX PLYWOOD (8d 6ALV
RING SHANKS 0 Wok ALL LOGS)
OVER NEW 2X6 RAFTERS o 16' o%
(5) 12d NAILS, TYP.
12 FA RAFTER
—�4
SCANNED
BY
St. Lucie County
NEI 51M35ON NM FASCIA TO MATCH
H25, BEAM TO EXIST.
8'-0' CEILING JOIST 1 4^
EXIST. 2X6 o [Vole NE( 4X8 P.T. EXIST. 04 P.T. POST Pit
RAFTER IN EXIST. BEAM EX15T.Y4 STEEL GAP
SIMPSON HAN6Et TO PATE, REINSTALL EXIST.
REMAIN WO LA65OLT5 INTO
BEAM
IsJ
TYPICAL DETAIL EC
5cALE:,Y=r-ov Fl Ln
(2)
CMl WALL
(2) IOd TOENAILS, NE12X4 VERT. MB o
TYP• I6' o/c, NEW SIMPSON
MSTA24 TOP I BOTr. A5
SI-M (3) WE35
TYR
GABLE END DETAIL
SCALE.&=I'-O'
12
—]4
� CJ
LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPL19y6E+
REVIEWED BY C�
DATE OO--7 -- /T—
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
FIRST BAMIDNOYNRCH
Of
PORT ST. LUCIE
115 NE SOLEDA DR.
PORT ST. LUCIE cl'-ORIDA
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Project #
17-076
Sheet:
SK-1