HomeMy WebLinkAbout0137089-Building (garage addition) PLAT OF SURVEY
THE WEST LINE OF LOT 21 IN THE PLAT OF "THE MEADOWS ON SAWYER
CREEK ", BEING IN PART OF SOUTHEAST 1/4 OF SECTION 29, TOWNSHIP 18
NORTH, RANGE 16 EAST, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN.
1 -
SURVEY FOR:
CHUCK HABLE
3071 MOCKINGBIRD WAY
OSHKOSH, WI 54904
MOCKINGBIRD WAY
S 89'03'38' E 90.00'
10' PUBLIC UTILITY EASEMENT
of
19.8'
h
RESIDENCE
*3071
19.7'
N
b N
BEARINGS ARE REFERENCED TO THE PUT p ° o
'THE MEADOWS ON SAWYER CREEK'
Scale 1 inch = 30 feet 1 L
0 15 0 60 - e
d
LEGEND
■ 1 -1/4' 0.0. IRON PIPE SET 18' LONG.
WEIGHING 1.130 LBS. PER LIN. FOOT
O 1 -1/4' REBIR FOUND
— _ - -♦ S 86'59'39" E* 5 8 E
24.22' 65.84'
SURVEYOR'S CERTIFICATE
I hereby certify that 1 have surveyed the property as
shown, according to official records and that the plat
above drawn Is an accurate and correct representation of
said survey.
Wisconsin Registered Land Surveyor Date
Martenson & Eisele, Inc. PROJECT NO. 0-1532-001
Planning F7ELO BOOK PAGE
109 West Main Street Environmental
Omro, WI 54963 Surveying FILE 1532001POS.DIYC
www.martenson- eisele.com Engineering
P 920.685.6240 F 920.685.6340 Architecture THIS INSTRUMENT WAS DRAFTED BY' DSL
CHET
WESENBERG
ARCHITECT, LLC
3265 CASEY TRAIL
OSHKOSH, WI 54904
TELE-920-230-4900
FAX-920-230-4910
JUNE 10, 2009
REVISIONS
JULY 7, 2009
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PANEL, THIS AREA
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BR1
METHOp 7 REDUCED PANEL 1 FOR CONT{NUOUS SHEATHING 1.
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9'X7' INS, STEEL OVHD
BRACED WAL P ~ L ANI SEE BUILDING CO WALL PANEL LEGEND BUILDING CODE FOR
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SEE ELEVATIONS FOR ROOF PiTCN t ~ SAW-CUT ANtI REMOVE TOP OF ~ , . CONCRETE F~OUNDA71flN WALL AS
ASPHALT SHINGLES I ' . ~ ~ EC ~ ~ , I N, ESSARY TO ACCOMODA7E NEW CONCRETE SLAB, SEE DETAIL ' ' , ' NOTE;
1 ~ BRACEAN~ SUPPORT EXISTING WALLS 1. STRUCTURAL PANEL WAL
1a# ROOF FELT SHALL BE 3 f 16 4SB (MIN
11~" 05~ SWEATHiNO I I ~ ~ SPACING DF 1 s~ o. c. (MAX ~XITII~
I4 . 2. WALL SHEATHING SHALL
WOOD ROOF TRUSS 24" O.C. - 3~ PSF L1VE LOAD, I~ ~ WITH 8d NAILS AT 6 O,C ~ . , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ PERIMETER AND 12" O.C, A
STRUCTURAL DESIGN AND BRACING REQUIREMENTS BY TRUSS MANUFACTURER. N INTERMEDIATE SUPPORTS~Sl
III-~. RELOCATE EXISTING W~N~t7w. ~ ~ r ' ~ ~ ~ ~ ~ 3. PROVIDE 2 ANCHOR B~ ~ ~ ~ ~ I I ,
. , ~ ~ ~ PER COMM 21,18 AT EACH W~.
METAL TRUSS TIE DOWN CLIP I' ~ ,
EACH TRUSS BEARING POINT ~ '
~ ~
TOP OF WALL . ,
VERIFY TO MATCH EXISTING FASCIA ~ ~ ~ ~
PREFINISHED METAL GUTTER APRpN ~ >L a m ~t
5l8"TYPE-X GWB
6" PREFIN, METAL FASCIA OVER EX ~ 2 X B SUBFASCIA 2'-Q" 9'X7 fNS. STEEL OV~~D~
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TRUSS MANUFACTURER TO VERIFY PREI~`1N, METAL VENTED SOFFIT HEEL HEIGHT W1TH GENERAL CONTRACTOR 6,fi ~i,1
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2X4 WALL AT ~ 6'" O,C. WI 1'1`x..
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r~ iv vv~ c.ni ~nivik wi ~~n i itiv~ AND TREATED BOTTOM PLATE
NEW.
4"' CONCRETE SLAB DRIVEVdAY
MIN, 9"STONE COMPACTED STONE FILL
TOP OF SLAB ( itch to doars~
TOP OF CONC ALL SA a
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CONCRETE FOUNDATION WALL ~ ~ ° B R T OP AND BOTTOM Wl#4AAT DRIVEWAY
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FOUNDATION P L A N
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PRdJEECT DATA WNILE EVERY ATTEMPT HAS BEEN MADE TQ AV MISTAKES IN THE PPEPERATION OF THESE DR NEW GARAGE ADDITION 372 SF THE CIESIGNER CAN NOT GAURANTEE AGAINST EP.ROR. THE CONTRACTOR SHALL CHECK ALL 6D it) '1t3lf3 -no < Ampp i
REAR WALK 80 SF d~MENSIONS AND DETAILS ,qND BE R~SPONSIB FOR ANY CHANGES AND OR AQJUS?MENTS RE NEW URIVE4tiAY 312 SF QURING CQNSTRUCTION
SHEET INDEX
J fL: Al SITE PLAN, FOUNDATION PLAN
L. DIMENSIONS ARE TO FACE OF ~ A2 FIRiT FLOQR PLAN, SECTION
{E_D WALL
_ tIE,~DERS ARE DOU6LE 2X10 /~3 ELEVATIONS
,~S NOTED
F f SIGN OF ROOF, FLpOR F' ~D~RS, AND ~ ';TAMS TO BE SPECIFIED ~Y ~tBIERS
3 SHEETS TOTAL
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TI~l1CTRAL I~I~ICN ANC SEaACINC #~~~JIRE~lENTS BY TRUSS I~IAUFACTt~RP~, I
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PTAL TFtUS~~ TIP DCVN CLIP ~ ~ 41 PACH TI~Uu~.> I~3PA~INC POINT
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P~EFINISHE I~~TAL UTTAPRt~N ~t
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PE~PFIN, I~TAL FASCIA C~l~H s 4 ~t8 SUBFASCIA 2'-0" I n
I TF~USS IANUFACTU~ERTC'~RIFY
Pf~~FIN, I~ICvTAL VIrNTP~ SOFFIT I~EL HEIGHT {ITH GENERAL C~NTRACTCR
~C4 VI(ALL AT 96'" C.C. lr~l
7~1~" CSB ETEI~I~~RSHEATHII~IC ~
AND ~f~EA~`E ~~7TTON1 PLATE
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~ON~F~E7'E SLAB New
DRIVEWAY'
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h11 i rr ~(y~~ PROJECT NUMBER
4821
A2
SHEET NUMBER
CHET
WESENBERG
ARCHITECT, LLC
3265 CASEY 'FRAIL
OSHKOSH, WI 54904
TELE- 920 - 230 -4900
FAX - 920 - 2304910
L^IJI IIVV li V1VV1 \LIL J VIJI
S I D E E L EVAT 1 0 N
SCALE: 1/4 " =1' -0"
F R O N T E L E V A T 1 0 N
SCALE: 1/4"= l'-O"
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SCALE:
1/4
1 0 N
SCALE: 1/4"=l'-O"
PROJECT NUMBER
0821
A3
EA R E L EVAT
SHEET NUMBER
JUNE 10, 2009
REVISIONS
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