OCEANWALK 246 1.
5/8" SHEATHING
ROOF COUNTER FLASH
2X8 P.T. LEADGER ANCHORED REVISI❑NS BY / DATE
LASHING
TO BUILDING w/ (2) ROWS OF
1/2"o X 6" WEDGE ANCHOR WALL OF EXISTING HOUSE
BOLTS 6 2'-8" O.G.
. _' 2Xr RAFTER 6 2'-0" O.G.
ANCHORED TO LEADGER
w/ "SEMCO" TMU26 a EVERY
i
RAFTER
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1•t W
t. �� 2X8 P.T. LEADGER ANCHORED
•✓f /'�_ �'. _'1 �: '-� TO WALL w/ (2) 1/2"OX 6" WEDGE
2X8 JOIST BEAM BUCKETED TO
! ANCHOR 2'-8" O.C.
LEADGER w/ " SEMCO" BMP2361F \ f..., ,.
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5EAt*1 FRAMINC P SAN ROOF FL ZLL
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FLASH t COUNTERFLASH B WALL 2X8 RIDGE BOARDS
BEFORE REPAIRING STUCCO Q x
(SHOW 1-1/2" OF FLASHING TO LIGHT) 2X6 P.T. RAFTERS 2'-0" O.C. y Q LLI
0 2" X 6" RAFTER m2'-0" O.C.
"SEM 0" TMU26
2" X 8" LEADGER ANCHORED TO
2 X 6" OUTRIGGERS m 2'-0" O.C. 2 O" ' LI Q ,' ;','
WALL OF EXISTING WALL OF HOUSE
_ ANCHORED TO PONY WALL
(SEE DETAIL) _ -- --------_-- _-__ `�
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6X6 P.T. COLUMN
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2" X 4" PONY WALL w/ 2" X 4'' u�
�_- - 1'-4" O.C. ANCHORED ea. END
w/ " SEMCO" 5PT24
2X6 FACIA PRIMED - L50 s ca. RAFTER 4 OUT I ER CONNE ION caIF . SID
2X10 SCREW TO O 0 --1
III RAFTERS BELOW p[ z
PAINTED
w/ 4" ROOF GRIP >_ U O tu E
SCREWS 6" O.0 �
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W(2) 2" X 10" BEAM SHEAR NAILED I 11__.
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r✓ DECKING- I/2" GDX PLYWOOD NAILED 4" O.G. � � � ►�i
0 EDGES t 6" O.G. IN FIELD w/ 8d COMMON WIRE
NAILS ON TOP OF 3/8" X6" T-II1 NAILEED 6" O.G = U "- t•')
3'-0" �I m EDGES t 6" O.C. IN IELD (USE HOOK NAILS) F
2" X 10" LEADGER ANCHORED TO WALL I I OZ Z }—
OF EXISTING WALL OF HOUSE (SEE DETAIL) I 1� Q N 4
I, —
6 X6 P.T. COLUMN I
w
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azzo
I" X 6" TRIM BOARD Q
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2" X 8" P.T. RIDGE BOARD SHEAR NAILED w/(2) W W
m ca SIDE OF 6X6 P.T. COLUMN E 2" X 10" P.T. BEAM W
• ROWS OF 12d GALV.® •THROUGH BOLTED w/ (2) 1/2"o X 10" COMMONS Is 8" O.C., PLACED m ea. EDGE OF 6X6 ►�
COLUMN t BUTTED TO OUTER W
BOLTS 4 CANTILEVERED FOR ROOF O.H. ANCHORED TO 6X6 a
2 X6 BARGE RAFTERS ® (RIP TO FIT) COLUMN w/ "SEMCO" 8 P.T.P. . GEED v -
z
• "SEMCO" GC325-6 GG325-6 w/ (3) 12d GALV. COMMONS �4 Q
• THROUGH BOLTED AND WRAP w/ I X TRIM BOARD r
• w/ (4) 5/8"0 X 4" SEE SECTION FOR PROPER WRAP _j O
BOLTS THROUGH BEAM
• (2) 5/8"0 X 8" BOLTS ~f"
• BOLTS THROUGH COLUMN
• 2" X 10" P.T. BEAM 6" X 6" P.T. COLUMN
2" X 10" P.T. BEAM 2" X 10" P.T. BEAM SWEAR NAILED w/(2) DRAWN
6 X 6 P.T. COLUMN ROWS OF 12d GALV.
SHEAR NAILED w/l2) SWEAR NAILED w/(2) 6" X 6" P.T. COLUMN W
ROWS OF 12d GALV. ROWS OF 12d GALV. COMMONS 0 8" O.C., 3 JRMG
COMMONS 8" OZ, COMMONS m 8" O.G., F CHECKED
ANCHORED TO 6X6 ANCHORED TO 6X6 BUGKETEDTO 6X6
COLUMN w/ "SEMCO" COLUMN w/ "SEMCO" CBOLP43 IF/ SEMGO J}tMG
2" X 10" P.T. BEAM �
RTPGA1218 (2) SIDES RTPGAI218 (2) SIDES SHEAR NAILED w/l2) w DATE
"SEMCO" 5MP4361F ROWS OF 12d GALV. t�,,•r C!_7J ;�
COMMONS a 8" O.C..,
6" X 6" P.T. COLUMN ANCHORED TO 6X6 -' SCALE 45 NOTED
NOTCHED TO RECEIVE OUTER "
2X8 P.T. BEAM COLUMN w/ SEMGO'
RTPGA1218 D
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MAP SHOWING SURVEY OF
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AND 13D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 14�
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IM AZT TH18 SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS AS SET FORTH BY THE FLORIDA BOARD
OF LAND SURVEYORS, PURSUANT TO SECTION 472.027
FLORIDA STATUTES AND■ Ar DURDEN ADMINI8 RATION CODE. CHAPTER 21 HH--6 FLORIDA
7 u
& ASSOCIATES INC. 4*17
LOR10A m&4;16TLRa u11VRY011 NO.if17'7 i
LAND .4•c Y M. S ?E -T /
48H
URVEYORS SIGNED �f.1Y/ IS�_
Poet Office Box 508,70 _
1103 South Third Street SCALE: C%
Jadaarvi0e Beach,Florida 32250 II
THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED.
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