Linkside Court East 1157 i r
MCCONNELL
CUSTOM DESIGN
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TO BE REMOVED N� I ST:AUGUSTINE,
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MB002.DWG
SECTION A
I 1
-7
_ __ - - - - - A MAP. SHOWING A BOUNDARY SURVEY OF
THOSE LANDS OF SOUTHCOAST CAPITAL PARTNERSHIP, LTD., A FLORIDA CORPORATION
LYING IN ATLANTIC BEACH AND NEPTUNE BEACH, DUVAL COUNTY, FLORIDA
FOR: SOUTHCOAST CAPITAL PARTNERSHIP, LTD. , A FLORIDA CORPORATION
— - - -- �t AHERN STREET
(57
' RIGHT-OF-WAY
I I I
SYMBOL LEGEND I
(E) SET TACK IN DRILL' HOLE DESCRIPTION:
® SET PK NAIL & DISK, L.B. 6888 , _ — — ATLANTIC BEACH PARCEL:
® SET 1/2" IRON PIPE, L.B. 6888 I 1/2" -
0 FOUND IRON PIPE (UNLESS NOTED OTHERWISE) ! (M) �� NO I.D.
� WOOD UTILITY POLE I _ (P) THOSE LANDS DESCRIBED AS "PARCEL II" AS SHOWN IN EXHIBIT "A" AS
102.36'
1/2100 00' RECORDED IN OFFICIAL RECORDS 6675 PAGE 283, DUVAL COUNTY� GUY ANCHOR 1 NO I.D. i, _ _ � I , FLORIDA,
1 _ BEING THE SOUTHERLY ' 15' OF LOT 7, ALL OF LOT 8, AND THAT CERTAIN
FIRE HYDRANT 1Oo.00, —� _ UNNUMBERED LOT, OR STRIP OF LAND, LYING SOUTH OF LOT 8 BETWEEN
wv WATER VALVE ° -E
I SAID LOT 8 AND ATLANTIC BOULEVARD, AS RECORDED IN PLAT BOOK 5,
GV D4 ® . N 83 23 12 50,(P)
- 0.4' I I PAGE 69 OF SAID PUBLIC RECORDS TOGETHER WITH LOTS 1 2 3 4 5 AND 6
VALVE GAS - !
E
I
' ATLANTIC BEACH TERRACE, AS RECORDED IN PLAT BOOK 15, PAGE 34, OF
M WATER METER Q N I SAID PUBLIC RECORDS, TOGETHER WITH THAT CERTAIN 15 FOOT ALLEY
SIGN BOUNDED ON THE NORTH BY THE SOUTH LINE OF LOT 5 AND 6 AND ON
® BRICK COLUMN S I ,
THE SOUTH BY THE NORTH LINE OF LOTS 1 THROUGH 4.
WOOD / METAL COLUMN.' 1 m
❑° WOOD COLUMN I : ' I' I I
® to ,I CONTAINING 0.61 ACRES, MORE OR LESS
CATCH BASIN
BENCH
WOOD POST I I rn ATLANTIC BEACH ' I�
RAILROAD IRON GUARD POST I I 01' PLAT BOOK 5, PAGE 69
LIGHT POST ATLANTIC BEACH TERRACE
PLAT BOOK 15, PAGE 34...- oo j _ _ _ — —1oo'(P) 'I '
PALM TREE
HANDICAP PARKINGrTl
E) DRAIN I o " oo j 1
ELECTRICAL OUTLET 1 6 . . . o o I 1
-ou- OVERHEAD UTILITY LINE5
n
N
I z : _
-w- WOOD FENCE rn
-X- CHAINLINK FENCE O n PgPyALT ` I A 6 ^' I
01
T 3
5�RAFFIC CONTROL SIGNAL 1 W 01 O.R.B 6675 PG. 283 I �� 1 1
+/- MORE OR LESS ASP I
/�gQ�Nc I
O.R.B. OFFICIAL RECORDS BOOK - 1
PG. PAGE II o° 0.6"1 ACRES +/- - ,I b
CONCRETE I" 00 I 1 THE FOLLOWING SURVEYS WERE USED AS REFERENCES IN PREPERATION OF THIS SURVEY.
ET] ELECTRIC TRANSFORMER I I ��
CONC. RAMP j
& METAL AWNING- " I . BR/CK _ _ — — I 1) SURVEY BY H.A. DURDEN & ASSOCIATES, FILE No. 7624, DATED: SEPT. 21 , 1978
' BR/CK STEP CONC. RAMP. PLANTER 100(P) — _ I I 2) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. F246-34-00 16522, DATED: SEPT. 12, 1934
F I o U & METAL.AWN/NG METAL AWN/NG — — _ _
K NAIL o 3) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 59148 F432-114, DATED: MAR. 1 , 1973
0.81No /D' 4) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 00-64—B, DATED: 2-4-2000
wesrOF LINE
5) SURVEY BY R. WELLINGTON, DATED: 29 SEPT. 1937
I6 SURVEY BY ELLIS CURTIS & KOOKER FILE No. ON6564 F155-146 DATED: OCT. 16 1924
45.3' rn cn p
1/2"
) o >
�77/ j� —® o 7) STATE OF FLORIDA, STATE ROAD DEPARTMENT DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP
I -- I (FLORIDA( ) '
14.5 •, m I L.B. 3080
3j4• I :' �� _ _ _ 7 0 SECTION No. 7210-113, DATED:' 12/11/56
RB'BAR ' °6 " `°� fiFRAME
1—STORY i 1 ' 8) SURVEY BY H.A. .DURDEN, DATED: OCT 27, 1948
so I i 1 1 0.3 FROM END.'" -, 9) SURVEY DURDEN LAND SURVEYORS . FILE No. Q-2672, DATED: AUG. 8, 1997
0 WEST 0.7`
_ of CINE ® 100.64 _
OF WALL' "
----------- --------� _I- ._/o , " BRICK WALL �rc
.:::.::.:.':: :::: .m
' w ::: /iii /. i, 83°2312 E :.:.:.:.:.:...:.�. :..::.:: n : . -
10) SURVEY BY ELLIS, G:1:IRTIS & KOOKER DATED: JULY 1 , 1913
I P I i 0.4 , N I 1 1) EXPLANATION BY H A'' DURDEN & ASSOCIATES, EXPLAINING RIGHT—OF—WAY PROBLEMS, DATED: NOV. 24, 1971
J
25 O / 0.4
P V, 0.9'
2 ( 12 ATLANTIC BEACH PLAT BOOK 5 PAGE 69
' P
I ) >
z5 c ) I I I �'
- """""19.7' - 49.6'
I 13 NEPTUNE BEACH TERRACE SECTION 2 PLAT BOOK 15 PAGE 44
I I w viii ) ,
M ' 14) NEPTUNE, PLAT BOOK . 4, PAGE 46
I I I 16 0' 10.7' I
�� --_ _ cn . .
1 —STORY_FRAME_—___--_ P- 15) ATLANTIC BEACH TERRACE, PLAT BOOK 15, PAGE 34
- -_
:�: I I I I q 11.3' �� ___ ---- o "
I 3 1 ' — ---
I ------ ���.
1 a: rn• 1 2 I 1 16.6' icn rrl . . I
II I I 25(P) I O.R.B 6675 PG. 283 /J I ...
I I 1-STORY-BRICK
II II I I I (COMMERCIAL) - N
I I I Square Feet +� 8 ®' °°
11 3,465 S
q I w I I
I RIGHT-OF-WAY AS PER I COULD NOT SET -
PLAT BOOK 15, PAGE 34 I (INSIDE BUILDING) z I
' a S 89°27'39" W , I 100.74' I o
k/� IR/GHT-OF-WAY AS PER PLOT BOOK B, PAGE 2 ® -
1
0.6' �i �. . 9'2 i AND POST/NG 10/10/1923 1.3'
-
- - - - - - - -
- — S 89°24'50" W 100.17'
— — 1`.®--------®---------®---------®--------®---------®---------®--------®---------®----® / cn�� 93.9' ;' THE FOLLOWING TITLE REPORTS PREPARED BY OLD
- - - � ' 0.8 0.7' 3s J /�/
REPUBLIC TITLE (ORT) INSURANCE COMPANY WERE USED IN
~ , BR/CK WALK 0.8 41-:
PREPARATION OF THIS SURVEY:
LOT BRICK WALK
® II UNNUMBERED ® --- ®--
�,0.9' N ® ®-----------
I ------- --- X
-
a ORT No 03103150 DATED: OCT 22, 2003
ORT No. 03103153 DATED: OCT. 22, 2003
: : ... _
" " R/GHT"OF WAYAS"PER � T` /� . . � ORT No. 03103188 DATED: OCT. 22, 2003
ASPHALT PARK/NG . PINT"BOOK"5,- PAGE 69 16
I - I ORT No. 03103191 DATED: OCT. 23, 2003
✓✓✓ ASPHALT PARK/NG
CURBORT No. 03103192 DATED: OCT. 23, 2003
& GUTTER ' ! ORT No. 03103197 DATED: OCT. 23, 2003
' ORT No. 03103198 DATED: OCT. 23, 2003
N� = ORT No. 0310320 DATED: OCT. 27, 2003
ATLANTIC"BOULL''VARD � -.. j -- ORT No. 03103988 DATED: OCT. 28, 2003
OO ASPHALT PAVEMENT rn .. . . ... •. . ASPHALT PA11EMENT ASPHALT PAVEMENT
mz m (R/GHT—OF—WA)- VAR/ES).
NOTES:
ASPHALT PARK/NG
I . ._
BIKE RACK BIKER
I ^i BR/CK WALK �, 1 BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT—OF—WAY LINE OF OCEAN BOULEVARD, IN ATLANTIC BEACH, BEING
BRICK WALK - )
' SOUTH 5`54'10" EAST, AND REFER TO SURVEYBY H.A. DURDEN & ASSOCIATES, FILE NUMBER 7624, DATED: SEPT. 21 , 1978.
I
BR/CK WALK BR/CK WALK
� � BR/CK WALK
2) UNDERGROUND IMPROVEMENTS/ENCROACHMENTS, IF ANY, WERE NOT LOCATED BY THIS SURVEY.
BR/CK WALK
M �o° 3) FOR A LIST OF TITLE REPORTS USED IN THE PREPERATION OF THIS SURVEY SEE THE TABLE AS SHOWN HEREON.
- - N 89°27'38" E...: : 201 .1 1 ' — — -
- 80 6' �� 4) THE PARCELS SHOWN HEREON LIE IN ZONE 'Y' AS SHOWN ON FLOOD INSURANCE RATE MAPS 120079 0001 D (NEPTUNE BEACH)
0.2'I I
INSIDE 0.4'
/i ' rn OSI ,
0.4' N o\ I AND 120075 0001 D (ATLANTIC BEACH), DATED APRIL 17, 1989.
ATM I I INSIDE o) N
1 , (STUCCO) IUNNUMBERED LOT
a
I9.0' m 1 a I SHEET 1 OF 2
PERPETUAL..EASEMENT"AGREEMENT
{ ....."
PER O.R B. 8701; PG 2009 Z
AMENDED IN. O.R.B.8936,."PG -7020 J ' _ SEE SHEET Z o, ', - 5773 NORMANDY BOULEVARD,
! - JACKSONVILLE, FLORIDA 32205
RAULCY
I PHONE (904) 786-6400 FAX (904) 786-1479
20 10 0 20 40 _ — _ _~ _ D S RVEYORS
LICENSED BUSINESS No. 6888
PABLO FERRARI -
SCALE IN FEET
" FLORIDA PROFESSIONAL SURVEYOR^AND MAPPER No. 5601 W.O. NO.: 03635 12/18/2003 DRAFTED BY: A.WALLEN
1 = 20' _
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
W.O. NO.: D-03-635 SEAL of A FLORIDA LICENSED SURVEYOR AND MAPPER CHECKED BY: P. FERRARI CAD FILE: 03635.DWG FB 475 PGs 46-74
I
MCCONNELL
4x4 WOOD COLUMNS CUSTOM DESIGN
TO BE REMOVED 303 JASMINE Rp.
BEAM AND POST ST. AUGUSTINE,
18" SQ. x 8'TALL COLUMNS FLORIDA 32086
I I 904-794-4500
I 18" SQ. x 8' TALL COLUMNS I I FAX 794-9987
ROOF LINE I I I I
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GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY
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:
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REPAIR AS REQUIRED :L
MB002.DWG
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01
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RAGTIME TAVERN
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K. K L ,
5/4/8.5
NO
$rAT 7F
op
elk-
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3 6„ 3 6
GRADES
AS SHOWN
ON PLAN
CONC. WALL
3% SLOPE= 3% SLOPE
y � i
n PROJECT
QA LOCAT/ON �I O / 9
„
5 - /"o( HOLESZ /'CENTERS (OR SLOTS)
y TO BE DONE AT FACTORY PR/OR TO /NSTALLAT/ON
Q .,:
y g . . //2" /"GRAVEL BED o
ATLANTIC BOULEVARD COMPACTED BACKFILL
N I'
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TYPICAL CROSS-SECTION THRU DRAIN
NOT TO SCALE
y
5o'- /8,0 CMP WITH GRATE EX/ST/NG ASPHALT PAVEMENT
(AASHTD M-36)SLOTTED DRAIN To BE roRN tip a RiuovED - - - - -- — -- - --_
iy/TH-1."o HOLES OR SLOTS ON AND REPLACED WITH 2500 PSI.
BOTTOM HALF OF PIPE(SEE 2I/2"TH/CK POROUS CONCRETE
TYPICAL CROSS-SEC770N) TO PROPOSED GRADES SHOWN
EXIST/NG FENCE TO REMAIN 8.7 8.6
$11 e.8 X12
WOODEN FENCE TO BE REMOVED
8.6
10 g A 0
A
1 111111111111111 11 11114 111
BOTH ENDS OF PIPE'-1 1 8.7
TO BE COVERED WITH SUMP
MEDIUM WEIGHT F/LTEJP S'� METER � f✓
FABRIC n� N" 111"'
8.6
7 777_77777 77 77
EX/ST/NG BU/LD/NG
NOTE: ELEVATIONS TAKEN FROM
FIN/SHED FLOOR OF BL DG.
ASSUMED ELEV. 9.00
LEGEND
A
T EX/ST/NG SPOT ELEVAT/ON
8.5 PROPOSED SPOT EL EVAT/ON
„ „ ^ FLOW DIRECT/ON p V E D
SCA L E: //4 = / -O R
P
CISY 0 RT.tANTtC BEACH
13uli-D C OFFICS
S/ TE FLAN By
FOR
THF RAG TIME TA VERN-
i
REVISIONS BY
EXISTING 18"x18" BRICK INSTALL .2"x10" SYP No.2 BLOCKING
COLUMNS TO REMAIN "AS—IS" j AS REQUIRED IN—BETWEEN NEW RAFTERS
(TYPICAL 3 LOCATIONS) /2" CDX PLYWOOD SHEATHING, FASTEN ';
2"x10" SYP No.2 RAFTERS @ 24" O.C.
9" MIN. (MATCH EXISTING SIZE AND SPACING). W/ 8d COMMON WIRE NAILS, ® 4" O.C.
REMOVE EXISTING FASCIA AND BLOCKING AS 2 FASTEN TO EXISTING DBL TOP PLATE
REQUIRED TO INSTALL NEW "SISTERED" RAFTERS LAP S-1 w/ 3pcs 12d TOE—NAILS NAILS ON ONE EDGE AND 4" O.C. FIELD
SIDE OF RAFTER 12
2"x10" P.T. SYP No.2 SUB FASCIA.
/
MATCH EXISTING FASTEN TO EACH RAFTER w/
» i 5-12d COMMON WIRE NAILS
11 —0 6'-0 12"x12" CMU PIER w/
2—#5 VERTICAL o
(TYPICAL 3 LOCATIONS)
EXISTING RAFTERS FINISHED CEILING OVER 7/16" OSB
6"x12" P.T. SYP No.2 2 cs SIMPSON MTS12
SPLICE NEW RAFTER TO CEILING DIAPHRAGM. FASTEN w/ ROOF SUPPORT BEAM P
TWISTED STRAPS
,,�� II / 8d COMMON WIRE NAILS 0 6 O.C. o
Z �/ ,� / �/ 2 x10 P.T. SYP No.2 SUBI, FASCIA. EXISTING RAFTER w/ 8-12d .
/ / COMMON WIRE NAILS EDGES AND 6 O.C. FIELD o
FASTEN TO EACH RAFTER w/ r
j 5-12d COMMON WIRE NAILS ADD 1 pc SIMPSON A35 CLIP 1 pc SIMPSON CCQ66SDS2.5 COLUMN
N AT EACH NEW RAFTER. FASTEN i% CAP w/ 16pcs /4 0x2 /2 SDS z
w/ 6-10dx11/2" NAILS INTO 1 » P w
SCREWS INTO THE BEAM AND 14 cs
RAFTER AND 5— 8x21 " PAN /4 0x21/2 SDS SCREWS INTO THE ^w Q
# /4 6"x6" POST 6x6 P.T. SYP No.2. POST W
/rj
EXISTING rl'. f, x HEAD SCREWS INTO EXISTING z w o
%STRUCTURES /! / I " DOUBLE TOP PLATE w J
/ /� / �' 3 -6 x3 -6 x2 -0 d Q JzwN
LIJ
CONCRETE FOOTING w/ `.� > _
4—#5x3'-0" EACH WAY EXISTING TIMBER—/ %r a Q
(TYPICAL 3 LOCATIONS) FRAMED WALL /'`, Li
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rXww
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CBSQ66—SDS2 w 14 cs 1 1 : Y
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/ �/ •' ' N I I �,; EX STING BRICK VENEER' SDS SCREWS INTO THE 6"x6" POST o
z _ FR4M[-_74 0 OVER _DWALL
NG TIMBER = v
/ Q WASH
w r,� ,� 12"x12" CMU PIER w/ BRICK VENEER WRAPPED AROUND
S-1 II i 2—#5 VERTICAL DOWELS 12"x12" CMU PIER
04 n
N EXISTING CONCRETE 1f I 2—#5 VERTICAL DOWELS w/
SLAB ON GRADE ,� q STANDARD 90 BEND INTO
EXISTING BRICK PAVERS S_1 FOUNDATION
/ / r r-——j-I•——, x x x x rl
IN.
0
------ REMOVE AND REPLACE EXISTING
BRICK PAVERS AS REQUIRED TO o �.
INSTALL NEW CONCRETE FOOTINGS , .
EXISTING 8" CMU STEM WALL r AND 12" CMU COLUMNS
• • • ' 3'-6"x3'-6"x2'-0"d
e
CONCRETE FOOTING w
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EXISTING FOOTING i� / a_
4—#5x3'—O" EACH WAY
TYPICAL 3 LOCATIONS
i 3 CLEAR = ( ) J
TYPICAL WALL SECTION AT REAR COVERED PATIO 3'-6"x:`-6" O O
U 0 0
ROOF FRAMING PLAN AT REAR COVERED PATIO
t 1WALL SECTION , TYPICAL - o
- -- - S-1 SCALE: 3/4» = 1'-0" 0 w
0 w
SCALE: 1/4 = 1,-0" l z W v
w
m
Z w Z
Q � �
APPROVED Q
CITY Or AiLAiyi,jc BEACH
BUILDING OFFICE w
APR 2 6 2004 o
ADD 1 pc SIMPSON A35 NEW 2"x10" SYP No.2 RAFTER Z �—
CLIP AT EACH NEW @ 24" O.C. "SISTERED" TO 6"x6" P.T. SYP �
RAFTER. FASTEN w/ EXISTING 2"x10" RAFTER w/ No.2 POST
6-10dx11/2" NAILS INTO 8-12d COMMON WIRE NAILS 6"x12" P.T. SYP No.2 6"x6" P.T. SYP No.2 POST Q Q
RAFTER AND 5—#8x21/4" EXISTING 2"x10" RAFTER ADD 1 pc SIMPSON A35 ROOF HEADER BEAM
PAN HEAD SCREWS INTO CLIP AT EACH NEW
EXISTING DOUBLE TOP PLATE RAFTER. FASTEN w/
6-10dx11/2" NAILS INTO EXISTING 2x10 RAFTER EXISTING BRICK PAVERS 1 pc SIMPSON CBSQ66—SDS2
EMBEDDED POST BASE
RAFTER AND 5—#8x21/4" 0
PAN HEAD SCREWS INTO 12" CMU PIER w/
EXISTING DOUBLE TOP PLATE i 2--#5 VERTICAL m a O
/ z DOWELS m • a a — °. a 8 MIN. ry
m a a e REMOVE AND REPLACE . . .— - "
BRICK VENEER o a a EXISTING BRICK PAVERS °aa
m AS REQUIRED TO INSTALL o
NEW CONCRETE FOOTINGS
° AND 12" CMU COLUMNS N ¢ °
w a ° .
EXISTING DOUBLE I II I cv °
•.a' •. a �p '• .' a . • 3'-6"x3'-6"x2'-0"d
EXISTING DOUBLE TOP PLATE : ' , • ,: . a
y ,, . :, ;� CONCRETE FOOTING w/
d I• y I
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TOP PLATE NEW 2"x10'' DRAWN
SYP No.2 RAFTER
P�l4—#5x3 —0 EACH WAY, MLC
® 24" O.C.' "SISTERED" TO I TOP AND BOTTOM
' 6"x6" P.T. SYP 3" CLEAR CHECKED
EXISTING 2"x10" RAFTER w/ :. ' '``� No.2 POST (TYPICAL 3 LOCATIONS) CCK
EXISTING STUDS 8-12d COMMON WIRE NAILS 3'-6"x3'-6"
DATE
04/02/04
12 CMU PIER CBSQ66-SDS2 CCQ66-SDS2.5 ALTERNATE POST FOOTING SCALE
RAFTER SPLICE DETAIL RAFTER SPLICE DETAIL-PLAN VIEW „ „ I'llAS NOTED
COLUMN CAP (NO 12 x12 CMU PI ERS , �1�1114f,,,, , JOB NO.
E04-026
SECTION SECTION SECTION DETAIL SECTION - •"• 9/ 'A-
2 3 4 5 6 � �sf� �T, %,, ;
SHEET
S-1 SCALE: 11/2 = 1 —0 S-1 SCALE: 1 /2 = 1 —0 S-1 SCALE: 1 /2 = 1 —0 S-1 SCALE: 11/2 10-011 ��-1 SCALE: 1 /2 = l'—0
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REVISIONS BY
BOUNDARY of ROOF UPLIFT CONN E:CTOR SCHEDULE STRUCTURAL NOTES:
SHEATHING OR CEILING , , , , . , • , _ DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE
DIAPHRAGM MEMBER SUPPORT SIMPSON CONNECTOR 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS
PLYWOOD EXAMPLE OF REGION. DESIGNED AS "PARTIALLY ENCLOSED."
PANEL (=DGE NEW CONVENTIONAL ROOF FRAMING:
• / BLOCKING 1. LIVE LOADS
w NEW SHED RAFTER: 6"x12" HEADER .BEAM (2)MTS12
WHERE REQUIRED UNIFORM LIVE LOADS
BY SCHEDULE ROOF
• • • • NEW SHED RAFTER: EXISTING DEL TOP PLATE (1)A35 20 PSF
OR NOTES
. .. .. . . .. . . .'.
NAIL SPACING AT , , 2. BASIC WIND SPEED 120 MPH
SUPPORTED EDGES, , , NEW SHED RAFTER: EXISTING RAFTER SPLICE w/ 8-12d NAILS IMPORTANCE FACTOR 1.0
SEE NOTES OR SCHEDULE , , EXPOSURE
• 6"x12" HEADER BEAM: 6"x6" POST (1)CCQ66—SDS2.5 COLUMN CAP MEAN ROOF HEIGHT 15.0 FT.
EXAMPLE OF UNSUPPORTED —\* ROOF PITCH 1/12 (4.8 DEGREES)
(UNBLOCKED) PANEL EDGE. . . 6"x6" POST 12"x12" CMIJ PIER (1)CBSQ66—SDS2 EMBEDDED POST
( BASE INTERNAL PRESSURE COEFICIENT PARTIALLY ENCLOSED„ +0.55/-0.55
UNSUPPORTED PANEL EDGE
IS TYPICAL CONDITION
UNLESS BLOCKING IS 3. ALLOWABLE UNIT STRESSES:
A) CONCRETE — DESIGN AS PER ACI 318 LATEST EDITION
REQ'D BY SCHEDULE NOTES: CONVENTIONAL FOUNDATIONS f'c = 3000 PSI
OR NOTES 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT.
ROOF RAFTERS 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI
NAILING TO 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR:
INTERMEDIATE — B) REINFORCING STEEL — ASTM A615 GRADE 60 Z
SUPPORT IS 6 MTS12 14 1Odx1 /2 NAILS ry
w
O.C. MAX. UON A35 6-8dx11/2” NAILS AND 5—#8x21/4" PAN HEAD SCREWS C) WELDED WIRE FABRIC — ASTM A185 _w o
NAILING PATTERN FOR SHEATHING CCQ66—SDS2.5 1 s- 4„ x21/ „ SDS SCREWS INTO BEAM AND = z w o
D SOIL BEARING DESIGN 500 PSF ~ w D
14— /4 4x2 SDS SCREWS INTO POST ) ( MAX.))
ON ROOF AND CEILING DIAPHRAGM CBSQ66-SDS2 14-1/4"0x21 " SDS SCREWS INTO POST Q Zw
-I w N
00
E) CONCRETE MASONRY — DESIGN PER ACI 530 CURRENT EDITION � Q 0
COMPRESSIVE STRENGTH fm = 1500 PSI U a w
1 DETAIL Jm o
DESIGN UPLIFT WIND PRESSURES FOR ELEVATED F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 of w J w
S-3 SCALE: NTS ROOF COMPONENTS AND CLADDING (PSF) OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE W cn cn _j a,
AREA WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION = 005;
�
1 Osf 20sf 50sf
BY AMERICAN FOREST & PAPER ASSOCIATION. n- z z o
UPLIFT SUCTION SUCTION SUCTION 00 _ Y
4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER � cn Q
—47.0 —46,8 —46.6 FOR REINFORCING SHALL BE AS FOLLOWS: _ Z0 7)
CONVENTIONAL FOOTINGS 3" = v
5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE U
TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS
AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD
j SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
OF CONCRETE.
6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS
FOLLOWS:
CONCRETE 40 BAR DIAMETERS
MASONRY 48 BAR DIAMETERS
7. ALL LOAD BEARING EXTERIOR 12"x12" MASONRY COLUMNS SHALL
BE COMPOSED OF ASTM C90, 'GRADE N-1 HOLLOW CONCRETE MASONRY
UNITS WITH TYPE 'S' MORTAR. FILL ALL CELLS SOLID WITH
CONCRETE GROUT. Cn
—� Z
8. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR '—
UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. Q
j
_ 9. PROVIDE ALL TEMh�ORARY BRACING, SHORING, GUYING OR OTHERLjj
MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING
CONSTRUCTION. D
10. VERIFY ALL DIMEN TIONS WITH ARCHITECTURAL DRAWINGS. 0 0
PROJECT SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING O Q
LOCATION DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Z o
SHOWN ON STRUCTURAL DRAWINGS. Q
0
J
11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, _
PROCEDURES, OR SEQUENCES;, FOR THE ACTS OR OMISSIONS OF THE V) W Q
CONTRACTOR, OR ANY OTHERPERSONS PERFORMING THE WORK OR FOR W w
THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN 00
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
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Wind Zone Ma w �
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CHECKED
CCK
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4%02/04
SCALE
` 3 a AS NOTED
`1�tN� �Nbr�r t,<1 JOB N0.
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��` ,•'� �e�p C 'r•, `�' :-_ E04-026
,�.♦\4%(�4'.,.,...,, ,h '�,. SHEET
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u{„4;: •/ tip' ��*
SHEET 2
OF 2
CITY OF ATLANTIC BEACH
=� s 800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
�y f1jilt
Application Number . . . . . 10-00001190 Date 9/29/10
Property Address . . . . . . 1157 E LINKSIDE CT
Application type description ROOF PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 1425
----------------------------------------------------------------------------
Application desc
REPLACING 3 SKYLIGHTS ONLY
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
DERKSEN JELTSJE RAVEN ROOFING
1157 LINKSIDE COURT E 2041 BELOTE PL
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207
(904) 237-1758
----------------------------------------------------------------------------
Permit . . . . . . ROOF PERMIT
Additional desc . . 3 SKYLIGHTS ONLY
Permit Fee . . . . 60 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 1425
Expiration Date . . 3/28/11
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 60 . 00 60 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 60 . 00 60 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904)247-5826 Fax(904) 247-5845
I ' a
Job Address: l, 4,vi, ,eas Permit Number: II
Legal Description 3 17-.2J- ,a3 SAuni, !Z Parcel# 1,3 ;.3 7 .-b T(S
Floor Area ot Sq.Ft it
Valuation of Work$ /�/o?S=� Proposed Work heated/cooled /4'i non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Mo, Demolition pooUspa window/door
Use of existing/proposed structure(s) ((circle one): Commercial Residenti
If an existing structure,is a fire sprinkler system installed?(Circle one): es No N/A
Florida Product Approval## - 41,
For multiple products use product app roval orm
Describe in detail the type of work to be performed: C rca..
Property Owner Information:
Name: 5e-/ f S ; L Re rkf e r Address:,11S-y
City / ,, R�.,, re- 721 tate Grip-?,,P-O Phone*o y 1 y.2
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: ra Lr,n -00 Qualifying gent: Ze 3e
Address: 1. 7 7 2- Atr 1, e A C-,•r City__ State FL Zip 333 >rr
Office Phone u - s-k Job Site/Contact Number L/o c-G 5-S/-ap 3 Fax# Y00- .s-66 -
State
oo- 5"66 -State Certification/Registration# r-C C _- 29(2 4�2 O If
Architect Name&Phone# A1�12.
Engineer's Name&Phone#
Fee Simple Title Holder Name and AA d��
Bonding Company Name and Address
Mortgage Lender Name and Address
4pplication is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
ssuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
znd void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after
pork is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, T elI Pools, Furnaces,Boilers,Heaters,
yanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COAIMENCETN NT MAY RESULT IN YOUR PAYING TWICE FOR V"ROVEMENTS
TO YOUR PROPERTY. IF YOU INTEI'-fD TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTOR�,rC',Y BEFORE RECORDING YOUR NOTICE OF
COM IENCEMENT.
hereby certify that I have read and examined this a plication and know,the same to be true and correct. All provisions f f laws and ordinances governir:g this
ype of work-will be complied with whether sppecif ed herein or not. I he granting of a permit does not presume to give authority to violate ncel the
rrovisions ofany other federal,state, or local lmv regulating construction or the performance ofco.nstruction.
>ignature of _ Signature of Contract
Tint Namet)
riot Name _.-....-- JACKSON
................ ..
.....
• A. S.JACKSON 11
11
DD676978 Sworn to and
1,2011 thisa_ s ski 6 r ;?y ION#OD87897
t�D 1 1
com 3
tart iSEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS. FILE
��ij�'p � Revised 01..26.10
BY: DATE: a /d
City of Atlantic Beach APPLICATION NUMBER
,a Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �7 4M ate Department review required Ye No
P Y
Building
Applicant: R0411W Planning &Zoning
Tree Administrator
Project: ( Public Works
Public Utilities
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept,of Environmental Protection
Florida Dept, of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPL CATION STATUS
Reviewing Department First Review: MApproved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: �? Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑ enied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09