348 DUTTON ISLAND RD MAP SH OWING SURVEY OF
LOT 2, BLOCK 1, LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
I _
mz 6 0 D;U TTON ISLAND ROAD WEST
60' RIGHT--OF-WAY PAVED
EDGE OF PAVEMENT
FIBER--OPTIC ❑
SCALE 1" 20' CABLE MARKER .
2* IRON (83.92' FIELD) 2" IRON CABLE RISER
FOUNPIPELB3672 84.00 FOUNPIPELB3672❑
182.00' BY PLAT Uj190 n , WATER WATER o,
/s� METER METER �,`' 1.4'
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LOT 2, BLOCK 1 00ry 'If
SET 1\2" IRON ' FOUND 1\2" IRON
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PIPE LB3672 PIPE LB-3672
(83.91FIELD)
LOT 8, BLOCK 1 I LOT 9, BLOCK 1 I LOT 10, BLOCK 1
I
THE EAST 10' OF LOT 9, BLOCK 1
NOTES: I 10' EASEMENT FOR UTILITIES
1. THIS IS A BOUNDARY SURVEY.
2. ANGLES AS PER FIELD SURVEY.
3- NO BUILDING RESTRICTION LINES PER PLAT.
4. NORTH PROTRACTED FROM PLAT.
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS DETERMINED FROM THE FLOOD THIS SURVEY WAS MADE FOR THE BENEFIT OF
INSURANCE RATE MAP, COMMUNITY PANEL TINA LYNNE MASTERS; BEACHES HABITAT;
NUMBER 120075 0001 D, REVISED APRIL 17, ATTORNEYS' TITLE INSURANCE FUND, INC.;
1989 FOR ATLANTIC BEACH, FLORIDA. DONAH00, BALL & MCMENAMY, P.A.
REVISED STREET NAME — JULY 8, 2004
W.'.
"NOT VALID WITHOUT THE SIGNATURE ACREWS; P.S.M.,,
THE FLA. LIC,STEPHEN' SURVEYOR AND. MAPPER No. LS 5996
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." FLA, LIC. SUF3VEY11V-G:'? .,Y;PPING 'BUSINESS No. LB 3672
CHECKED BY. BOATWRIGHT LANASURVEYORS, PP4 DATE: J.,NUARY 27, 2004
DRAWN BY: CSK 1500 ROBERTS DRIVE SHEET 1 OF 1
FILE #: 2004-0811 JACKSONVILLE BEACH, FLORIDA 241-8550
XREF: 2004--16\MCC
UjP L 0 T P L A N
LOT 2, BLOCK 1, LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
DUTTON ISLAND DRIVE
60' RIGHT—OF—WAY PAVED
ED E OF PAVEMENT
FIBER—OPTIC ❑ /
SCALE 1" = 2D' CABLE MARKER
I I
84.0
0' CABLE RISER
182 00 BY PLAT ❑
19 47
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DRIVE
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LOT 9, BLOCK 1 I I LOT 10, BLOCK 1
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NOTES: cr'
1. THIS IS A MAP ONLY. o0
2. BOUNDARY AS PER BOATWRIGHT LAND SURVEYORS, INC. w
DRAWING No. 82003---166, DATED FEBRUARY 17, 2003.
3. NO BUILDING RESTRICTION LINES PER PLAT.
City 4t Atlantic Beat$
Planning and Zoning Deparlr nt
This approval verifies eompllance* applicable
zoning, subdivision and othan focal land
THE PROPERTY SHOWN HEREON LIES IN FLOOD development regUlations, but doeXt
�3 c0r-1"_;te
ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD approvat for" Issuance of permCirm n�rrecx
with Florida Building Code and aller aQpucable
PLAIN) AS DETERMINED FROM THE FLOOD local, State and Federal permitting requ!,z�inents
INSURANCE RATE MAP, COMMUNITY PANEL must be verifie y signature of the City of-'lantic
NUMBER 120075 0001 D, REVISED APRIL 17, Beach 6uildin� r fficial prior to the issuance of a
Building Per
1989 FOR ATLANTIC BEACH, FLORIDA.
Approv
�'" v gni{y bevel n
Date.
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DAA JANUARY 27, 2004
DRAWN BY: MCC 1500 ROBERTS DRIVE
FILE * 2004-16 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET--!—OF 1
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STRUCTUAL ENGINEERING FOR USE WITH >JOB NO. Jn38al
R
TRUSSES BY BUILDERS FIRST SOURCE.
SQ.FT. 3�8
END ZONE PRESSURES ~
MSTA SERIES STRAPS CANNOT BE TWISTED, THEY COMPONENTS 4 CLADDING PRESSURE5 - IN PSF f l r '_-t Ivren '!
MAY BE APPLIED FLAT AND/OR BENT TO OPN'Cs ENI?-ZONE 6 INTERIOR-ZONES .,! OteS er rya.; r f
CONFORM/ACCOMMODATE REQUIRED (spa F'05. (+)NEC:. (-) F'05. (+)NEG. (-) �
APPLICATIONS, BUT THEY MUST NOT Bl TWISTED. 0.20 of 34.0 42.5 34.0 36.2 � �`
USE MTS- or HTS-SERIES "TWISTED STRAPS" AT 20-50 of 32.5 40.6 32.5 35.1 Y_f3ui�ers FlrstsoorcC =
PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED IN LIEU OF A MONOLITI4IC. FOUNDATION, PAD FOOTINGS LARGER TPAN 30"x30" ARE REQUIRED WITi4 EITHER A STEM-WALL OR MONOLITHG APPLICATIONS WHERE TWISTED STRAPS ARE �0-10m of 31,4 37.5 31,4 33.6 •.o lacknof) le �, y "s
FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION (FE 30"x30"), IT NEED ONLY BE PLACED EITHER E3ELOW-GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTI4 LOCATIONS UNLESS SPECIF=ICALLY NOTED A5 SUCH. REQUIRED. 100 of 30� 35.5 30.0 32.5 ��;MUltlae'i 0000$494
12omph,.B51Cd,.55GGpr,z TO 3m' �' ..• r
WOOD*Tie LEGEND PLAN NOTES CONNECTIONS `
NOTE THAT CERTAIN WOOD*1 ie RODS MAY BE DELETED FROM TH15 PROJECT BASED ON THE FOLLOWINCz: NDN-LOAD BR�ARING WALLS 1) SEE SHEETS 5T1 AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR r-IET�40D OFATTACI�i"iENT %'%r�i/ll END-ZONE COMPONENTS 4 �
DETAILS.
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THAT ARE NOT ASHEAR-WALL DO NOT REQUIRE WOOD+Tie ROD INSTALLATION. WALLS THAT HAVE BECDf IE LOAD BEARIING OR EXISTINCs C2) 2xo-) / 2 < — HEADER/BEAM CALL-OUT MSTA18 (14) 10d Commons/Tptal. 2 _lO - CLADDING PRESSURES APPLYSHEET 1
LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED 45 FOLLOWS: 2) THI5 DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT M5TA24 (lro) 1@d Gommons/Total. p TO WINDOWS DOORS IN _
NUMBER OF KING 5TUD5 EAGH SIDE OF OPENING LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 HIGHLIGHTED 4RE45 - TYP.
O/G WOOD�Tie ROD TOLERANCES NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC M5T48 (48) 1@dxl-I/2"/Total. ! N
THE X DIMENSION ILLUSTRATES
ROOF TF�U55 UF�L.IFT (LBS) LUOOD*Tis ROD(5) EXTERIOR SIZE OF HEADER MATERIAL DESIGN CENTER (5F-SDC) IS NOT RESPONSIBLE FOR THE AGGURACY OF G51� (I2) 8d or (22) 1Pd Commons/Total. O TNR MEASUREMENT OFF THE
—TOLERANCES SPH4/ry/S (12) I0dxl-1/2".
#@-1@@D ROD(S) � 4' O/G (INTERIOR) OR 6' O/C (EXTERIOR). SHOULD NOT NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. MT512 (14) 1@d Commons or 106A-1/2"/Total. CORNER OF CORNER OF THE HOUSE WHERE -
'11@@1-2@16 ADD (1) ROD ADJACENT TO TRUSS. 3 _@ X 3 _@ OVERRIDE ALL EXTERIOR HEADERS (2r1x6-v2 UNLESS NOTED OTHERWISE H ALL RE C N51DERE LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT HOUSE END-ZONE (NOT INT-ZONE) of
*2@17 � GREATER CONSULT DESIGN CENTER. < I -- � WOOD�TII~ HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT520 (20) I@d Commons or (24) I0dxl-I/2"/Total. (TYP) PRESSURES SHOULD BE USED.
INTERIOR GUIDELINES ALL INTERIOR HEADERS (2)2x6-v1 UNLESS NOTED OTHERWISE DR51GN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) l&d 5inkers/Each to Truce and Stud Column.
Nip WOOD+Tie ROD LOCATION. OUTLINED PROPERLYOF SPECIFIED N EADEBR TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 10d Common5 to Wood Member - 5/S" diameter or Larger Threaded Rod per Accompanying
� O I I I T X BELOWNote is Page 51.
2'-m" 2'-@" HGT-2/3 5/S" diameter or Larger Threaded Rod per Accompanying Note on Page SI,
> ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS
A. GRAVITY ORDS: HGT-4 5/8" diameter or Lamer Threaded Rod per Accompanying Note on Page SI.
RODS LOGATION5 ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLEGT AN EXACT ROD LOCATION. UNLES'� NOTED B. LATERAL LOADS: HTTI/v (15) trod Sinkers to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying
OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, ro'-@" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULC) BE LOCATED AT SWO SHEARWALL SEGMENT - REFER TO DETAIL IF/STI AND/OR D/STi ROOF LOAD TOP CHORr-) _L=20PSF DL=7PSF WIND LOAD - 120 MPH
CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLr7)-DOWNS PER BOT CHORD...LL=1@P5F DL=5PSF SEISMIC ZONE - I Note on Page 51.
DETAIL E/STi), RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR APPROXIMATE WOOD,Tle LOCATION FLOOR LOAD DL=15 PSF HTT22 (32) Irvd Sinkers to Wood Member - 5/5" dimaeter or Larger Threaded Rod per Accompanying
OTHER SOLID FRAMING. 5EE WOOD•Tie SECTION
LL=4@ PSF Note on Page 51.
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