Plans 1155 Ocean Blvd (vault)?y REVISIONS
i
!
r-CODE COMPLIANT RAINLNG
TO MATCH RAILING At FRONT
BALCONY
i
TWIRDSLOOR
7,--, 4x4
THRU BOLiB • 2x10
TO EA. 4x4 VERTICAL
2x8 LEDGER w!2•1/2"+ THREADED1x10 CONT.
RODS 4" EMBED,SEE PLAN2- 0 THRU BOLTS *2. 2x10FOR ANCHOR LOCATIONS2 TO EA. 4x4 VERTICAL
2-/2"0 THRU BOLTS •2. 2x10
THREADED ROD 6" EMBEDD * EA.vERt. 2.2x10,ONE EA.SIDE EA vERTICAL2x6 JOISTS ON HANGER5 • 16" O.G.DIAGONAL
42"0 THREADED ROD Y'#xT" LAG SCREW rT,
4" EMBEDD s EA.VERT, A
NOTCH VERT, AS SHOWN AT AT ALL WALL ANCHORS,SPADE
WOOD '12" FROM WALL W/STACKED FACE OF EXISTING HOUSE
H.D.GALV.WASHER5. TYPICAL
WALL &ECIION Q
A-1 SCALE: I/z",!'•0"
A �
x oc-4 O
A-x Q
� U
P.T.2x10 HEADER
51
4-10 ro NEA
4 2 I TO J01 tYP.
6 f 16" O 2x6 s I O.G. 2x6 O0,
1 0 4 LCOQ U
y N N
N N N IN
P.T E HEAP 2- ii2"0 THRU BOLTS �1
/I
EXISTING
S BAR IN FILLED CELL
2000 PSI GROUT,TYP.
REMOVE EXISITW PAIR OF
WINDOWS.EXTEND EkI TING FAWENER5 IN EXISTING FILLED CELLS;
OPENING TO FLOOR A;yp INSTALL X24 THREADED ROD IN HOLE DRILLED
NEW PAIR OF DOORS IN PREPARED /%"0 DRILL BIT,GLEANED ACCORDING
OPENING.
TO SIMP50N INSTRUCTIONS,SET WITH
DO NOT EXTEND OPENING WIDTH. 5IMPSON "SET" EPDXY TO THE EMBED DEPTH
RATINGS, 42.0, -55.0 INDICATED.
BOLTS s WOOD TO WOOD CONNECTIONS TO
BE '/2"0 HOT DIPPED GALVANIZED OR A,
U ^//+� STAINLESS STEEL.
MAS SUITE
�" VIA L 51MP50N HANGERS AND DEVISES i0 BE z
i1 z
STAINLESS STEEL.ALL DEVISE NAILS t0 BE d
H.D.GALVANIZED. / R
r_' M a
DECK BOARDS TO BE FASTENED WITH 2114` m Z
STAINLESS STEEL SCREWS,2 PER SUPPORTXI/ P4 nn
CROSSING.
WIND L O/tetD ALL LUMBER TO BE PRESSURE TREATED
\\ y •?7 `t5 v�
WIND DEiSIGN PER FBC 2004,2006 5UPP.TABLE R3012C2J
BASIC WIND SPEED: 120 MPH W
y IMPORTANCE FACTOR: I
EXPOSURE CATEGORY: p f ADJUSTMENT F44TOR 1.10 /
EXPOSURE CLASSIFICATION: ENCLOSED `I a
MEAN ROOF HEIGHT 32 FT,
E ROOF ANGLE: 130.45 DEGREES) 19 DEGREES l4:I21
EDGE STRIP 4.8 FT. DATE OF
I ISSUE
'I COMPONENT AND CLADDING IVWD WIND LOADS RF'�L''WED FOR CODE
ZONE EFFECTIVE WIND AREA lSFI ADJUSTED WIND LOACpr / COMPL
5 20 42.0 •55.0
FAIRTIAL fiNIfRID FLOOR PLAN CnyOFATIANN,rlCBEACH HcE O�rG��� . DRAWNBY:
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING SEE FERN'ff rOR ADDITIONAL I 4Gp
9, IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFAGTUREI;�AND SHALL SCALE: U2":I'-0" QUI ME AND CONDITIO
G MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURESREyUNED
SEE TABLE 160628, DATE:
SHEET NO.
ANDREUJ5
1
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f ILE COPY
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