149 Beach Ave Revision for Chimney 2012 (Circle one.) Comments:
BUILDING PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: EjApproved as revised. DDenied.
PLANNING &ZONING Date: 1 2
Reviewed by:
PUBLIC WORKS Comments:
TREE ADMIN. Second Review: [-]Approved as revised. nDenied. PUBLIC UTILITIES
PUBLIC WORKS Comments:
PUBLIC SAFETY Reviewed by: Date:
PUBLIC UTILITIES FIRE SERVICES Third Review: E]Approved as revised. F]Denied.
PUBLIC SAFETY Reviewed bw Date:
Comments:
FIRE SERVICES Third Review: EjApproved as revised. nDenied.
Comments:
Reviewed by: Date:
Reviewed by: Date: Revised 05/14109
Revised 05/14109
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
SINGLE WYTHE BRICK 389-5456
LIGHTNING ROD— SINGLE WYTHE BRICK ARCH CAP
ARCH CAP
STAINLESS STEEL VULKEM SEALANT VULKEM SEALANT
FLUE TERMINATION, AND BACKER ROD AND BACKER ROD
VERIFY SIZE VULKEM 350 VULKEM 350
WATERPROOFING WATERPROOFING
1pc SIMPSON H2.5 BRICK ROWLOCK TOP BRICK ROWLOCK TOP
CLIP AT TOP AND 1/2"CEMENT BACKER 1/2'CEMENT BACKER
BOTTOM OF STUDS BOARD ON TOP OF
H2.5 ON NORTH SIDE OF STUD WALL BOARD ON TOP OF
CHIMNEY STUD WALL
3"x3"x1/4"PLATE WASHER
WEEPS AND THRU 3.IX3"x
1/4"PLATEWASHER
WALL FLASHING AND AND HEX NUT AND HEX NUT
COUNTER FLASHING
11 \_(2)2"x4"SYP No.2 TOP PLATE.
EXISTING ROOFING i / I I / _(2)2"x4`SYP No.2 TOP PLATE.
ON EXISTING ROOF SPLICE TOGETHER w/ SPLICE TOGETHER w/
2 ROWS 10d COMMON
2 ROWS 10d COMMON
STRUCTURE WIRE NAILS @ 16"O.C. WIRE NAILS @ 16"O.C.
CUT OVERHANG BACK
TO WALL LINE
4"X 4"X 1/4"HOT
DIPPED GALVANIZED
INSTALL 2pcs SIMPSON CS16 COIL STRAPS
STEEL ANGLE
AROUND THE CHIMNEY FRAMING AND
FASTEN BACK TO THE EXISTING ROOF
3/8"04"HOT DIPPED RAFTERS w/8-1 Od x 1-1/2"NAILS EACH END,
GALVANIZED LAG EACH STRAP.FASTEN TO CHIMNEY WALL
SCREW w/2"0
FRAMING AT EACH STUD @ 12"O.C.
WASHER @ 24-D.C.
AND EACH END
INSTALL 2"4"SYP No.2 SOLID BLOCKING if
if
IN-BETWEEN OUTLOOKERS AFTER THE
TIE-BACK STRAPS ARE INSTALLED. CS16
FASTEN w/4-12d TOENAILS EACH END.
EXISTING 2X4 STUD WALL
if
if
EXISTING 3ND FL.WOOD
FLOOR STRUCTURE
5/8"0 COUPLER NUT AS REQUIRED
5/8"0 COUPLER NUT AS REQUIRED P V
If-
INSTALL 2pcs SIMPSON CS16 COIL STRAPS REVMMD FOR CODE COMP
AROUND THE CHIMNEY FRAMING AND UANCE
FASTEN BACK TO THE EXISTING FLOOR CITY OFATLANTIC.*oEAcH
FRAMING w/8-1 Od x 1-1/2"NAILS EACH END, SEE PERMITS FOR ADDITIONAL
EACH STRAP.FASTEN TO CHIMNEY WALL REQ
UIREMENTS AND CONDITIONS,
FRAMING AT EACH STUD @ 12"O.C.
it
REVMWED
DATE:
EXISTING 2X4 STUD WALL
if
14"0 DOUBLE WALL STAINLESS
14"0 DOUBLE WALL STAINLESS
STEEL FLUE,2"CLEARANCE TO
STEEL FLUE,2"CLEARANCE TO C Beac—h --
COMBUSTIBLE MATERIAL Planning and Zoninc
COMBUSTIBLE MATERIAL if g Department
—BRICK VENEER W1 GALV.MET. FLASHING AND WEEPS This approval verifies compliance vAth applicable
zoning, subdivision and other local land
TIES @ 16"O.C,EACH WAY AND development regulations, but does not constitute
HOUSE WRAP ON lt2"CDX 4"X 4"GALV ANGLE LINTEL approval for the Issuance Of permits. Compliance
PLYWOOD ON 2X4 STUDS with Florida Building Code and all other applicable
local, State and Federal permitting requirements
P.T.2X4 SYP#2 BLOCKING must be verified by signature of the City of Atlantic
112"CDX PLYWOOD WALL
2-4-
SHEATHING FASTENED w/8d I Beach Building official pMr, r to t9e issuance of a
COMM(JN WIRE NAILS @ 3"O.C. 11 Building Permit.
DBL P.T.2X8#2 SYP BEAM AT
EDGES AND 6"O.C.FIELD UPPER SLOPED WALL. Approved By:
EXIST.2ND FL.WOOD
FLOOR STRU�URE BRICK ON GAF SBS SELF Date: 6—F
5/8"0 COUPLER NUT AS REQUIRED
ADHERING CAP SHEET ON GAF
------------- SBS SELF ADHERINC BASE SHEET
2X8 BLOCKING ON 314"P.T.PLYWOOD SHEATHING.
if P.T.SYP#2 2X8 FRAMING @ 12"O.C.
(3)2"xl 0"SYP NO.2 U
HEADER BEAM,
SEE SHEET 8.2
I FRAME EXTERIOR CHIMNEY DBL 1X4 PLATE
WALL FINISH AS WALLS w/2"xit"SYP No.2 FULL WILLIAM A.LEUTHOLD AR8902
SCHEDULED ON 2X4 SPF No.2 HEIGHT STUDS @ 12-O.C..
it
STLIDS@ 16'O.C. I PROVIDE T-0"SPLICE AND
11 FASTEN TOGETHER w/ it xx FRAME EXTERIOR CHIMNEY
if
2 ROWS 10d COMMON WIRE WALLS w/2"xit'SYP No.2 FULL
NAILS @ 4'O.C.
HEIGHT STUDS @ 12"O.C..
PROVIDE T-O"SPLICE AND Vj__
77 FASTEN TOGETHER w/
2 ROWS 10d COMMON WIRE
NAILS @ 4'O.C.
MANTEL
FLORIDA SEAL
505
5/8"0 THREADED-ROD L?
F-
REVISIONS:
CONNECTION SYSTEM AS PER
DATE:
STRUCTURAL SHEET 8.10
NEW ISSUE 11/9/2012
5/8"0 THREADED-ROD
CONNECTION SYSTEM AS PER
STRUCTURAL SHEET 8,10
36"ISOKERN FIREPLACE T
All
EXIST.4"SLAB 2"x4"P.T.SYP No.2 SILL PLATE w/ 36"ISOKERN FIREPLACE-
518"0 x 12"HOT DIPPED GALVANIZED
EXIST.OFF-GRADE WOOD ///---THREADED STUD w/COUPLER NUT AND EXIST.4"SLAB fill
FLOOR STRUCTURE 2)0 DRAWN BY: DATE:
x1/4 PLATE WASHER @ 24"O.C. if
5/8"0 THREADED-ROD RBP
7 1 ff.- AND EACH END.DRILL 8"AND EPDXY 2"x4l"P.T.SYP No.2 SILL PLATE w/ 09/11/2012
CONNECTION SYSTEM AT EACH
END AND @ 24"O.C. INTO CONCRETE SLAB. 5/8"0 x 12"HOT DIPPED GALVANIZED APPROVED BY:
------------- TOP OF SUBFLOOR THREADED STUD w/COUPLER NUTAND
//7/, 0C
(TYPICAL 7 LOCATIONS) �#5 CONTINUOUS -------- -'x2"x114 PLATE WASHER @ 24"O.C. WAL
NEW 8"CMU WALL W/#5 VERTICAL AND EACH END.DRILL 8"AND EPDXY
x x DRAWING FILE:
@ 48'O.C.,DRILLED 7"AND INTO CONCRETE SLAB.
EPDXIED INTO EXISTING FOOTIN,3 RILEY MAIN 5.3 WS
EXISTING 8"CMU X\/"Xxxxx\
+ +7
\X
RENOVATIONS AND ADDITIONS
WEEPS 32"O.C.
ANN RILEY
x
EXISTING FOOTING MAIN HOUSE
149 BEACH AVENUE
ATLANTIC BEACH, FLORIDA
FIREPLACE CHIMNEY.
THREADED ROD LOCATIONS- SUPPLEMENTAL SECTION 2/SS SUPPLEMENTAL SECTION 3/SS MAIN HOUSE FIRE PLACE
1/2"= 1/2" 1/2'=1.41
AND CHIMNEY SECTIONS
M5m3
WILLIAM LEUTHOLD
ARCHITECT INC.
2742 HERSCHEL STREET
JACKSONVILLE, FLORIDA 32205
389-5456
36"H WOOD HANDRAIL @ STEPS
BEYOND W/BALUSTERS SPACED SO
THAT 4"0 SPHERE WILL NOT PASS
1X4 T&G DECKING ON 1X4 T&G DECKING ON
P.T.2X8 SYP#2 FLOOR P.T.2X8 SYP#2 FLOOR BRICK TREADS&RISERS ON CONC.
BRICK TREADS AND RISERS
JOISTS @ 16"O.C.\ JOISTS @ 16"D.C. STEPS BEYOND W/6"RISERS&12"
TREADS
CONCRETE BASE
INISHED GRADE
1/2"0 X 10"HOT DIPPED GALV. 41
ANCH.BOLTS @ 24"O.0&AT EA.---�
ROWLOCK BRICK TREADS
14 GIRDER LOCATION
BRICK PAVERS
1'.4" 14"
8"CMU FOUNDATION T CD
8"CMU FOUNDATION
WALL W/#5 VERT.@ WALL W/#5 VERT.@
48"O.C. 48"O.C.
14'.0" 14'-0" 41 co
CONC.FOOTING W/2- 4 \ 'TED SAND SETT111 ED
CONC.FOOTING W/2-
#6 CONT. #5 CONT.
4"TO 6"COMPACTED SOIL BASE
11-01, 11-01. V-0" 6"
STEP DETAIL SECTION 2/9.1 STEP DETAIL SECTION 1/9.1
1/4"=11-01. 1/4"=T-O"
r2
9 9
U All
LLL LLLI LIL
L EK PANEL COLUMN FACING AZEK PANEL COLUMN
AZEK PANEL COLUMN
3'. 0" OPEN RAIL AT STEP FACING FACING
L LLLL]
-ILI SHINGLE BASE
lild NEW 36"H WOOD HANDRAIL NEW WOOD
SHINGLE BASE ULiJU
NEW BRICK STEPS BEHIND 111 -I Elm L
k LHH m �1 1� 1� 1� �1 . ..11 1 � I l a
I ,I CHEEK WALLS
--P= 11 ity of Atl
7T77177777r7 NEW BRICK STEPS anning an oning Department
BRICK VENEER TO NEW BRICK CHEEK WALLS This approval verifies compliance with applicable
MATCH EXISTING zoning, subdivision and other local land
BRICKROWLOCKAT developplent repl buj does not constitute
I approval for the issuance of permits. Compliance
STEP EDGE
with Florida Building Code and all other applicable
"tate and Federal permitting requirements
local,
must be verified by signature of the City of Atlantic
Beach Building Official prior to the issuance of a
Building Permit.
Approved By:
SOUTH ELEVATION PORCH EAST ELEVATION PORCH NORTH ELEVATION PORCH Date: ector
1/4" 1 1-0. 1/4" 11-0. 114"=11-01. 1 1
P.PO I?,-
- — — — — — — — — — — — — — — —
Q)Br2 (-2
9 44 - - NEW WINDOW NEW WINDOW
47 1
AEW WINDOW
SAFETY GLAZING
Cj
BRICK ROWLOCK STEPS ON
CONCRETE FOUNDATION
NEW ONE STORY WOOD Pull
IN PLACE OF EXISTING ONE
STORY WOOD PORCH
4 0 - - - - - -
29"H WOOD RAILING W/ 29"H WOOD RAILING W/ FLORIDA SEAL
F- --1 F- -1 BALUSTERS SPACED NOT BALUSTERS SPACED NOT
TO PASS 4--0 SPHERE TO PASS 4"0 SPHERE HB REVISIONS: DATE:
PORCHF-t — - - — - -
L
Go
x ————— ---
0
4- —2
IF
I L
+L .4. DRAWN BY: DATE:
T1 T-- -T— WAL 11/8/2012
DN
M"
1—4- APPROVED BY:
9 CMU ROUGH INSIDE
�11--------- -1 — I �41 11 WAL
CONC.-STEPS--------Al I L — — — — — — — — — — — — — — — — — — — — — — — — — — — -- 11M, i �
BRICK VENEER ------ BRICK ROWLOCK TOP
ZT1 TOP OVERHANGS 1"
DRAWING FILE:
—CONC FOOTING
i ------ RILEY 9.1 STEPS
------- ----------- ---- IL-ili7�
"--STEP TOP b
36"H WOOD I.. 1--T - L� 1-=
———————————————— 7t 1 11 1 1 1 1 1 1 1 CN
!L l -A ------- =tm I , - - RENOVATIONS AND-ADDITIONS
HANDRAIL
6"W X 8"D BRICK LEDGE
BRICK TREADS&RISERS ON CONC.STEPS ANN RILEY
±9'-9 1/2" �11-7 50� 9'-11/2" 11-7 J5/8-
CENTER CHEEK WALLS MAIN HOUSE
ON COLUMNS 149 BEACH AVENUE
ATLANTIC BEACH, FLORIDA
BRICK STEP PLANS
SECTIONS AND ELEVATIONS
FOUNDATION PLAN FIRST FLOOR PLAN
1/4" V-01. NORTH 1/4" 11-011 NORTH
M901