Loading...
HomeMy WebLinkAbout15. 00 3-7' 42" lv-! . -- 5 7-5. Z-7' 1Ui1 FE:r :uCa6ner•n. (y Alnri`� L: re '-'^� � ' N.00`/7'53"E. -- 573. 72.' g I 5.W.Carner, _`3E!14, =ec. 33-16- 3E. M PREPAY&_D F -OR z 0 MR, LOU HAMILTON CARMEL PLOT PLAN - F -r- 5EY4-, SEcT-16.N ,33-/8-.3E Part of .the Southeast Quarter of Section 33, Township 18 North, Range 3 East*in Hamilton County, Indiana, more. particularly described -as follows: Beginning on .the South line of the Southeast Quarter of Section 33, Township.18 North, Range 3 East 2060.70 feet .North 89 degrees 59 minutes 55 seconds East (assumed bearing) of the Southwest corner thereof; thence North 00 degree:s'17 minutes 53 seconds Eastparallel .with the'West line of-said::Southeast Quarter 500.00 feet; thence North 89 degrees 59'*Onutes.55 seconds.'East parallel with the South line of said Quarter 435.60 feet; thence South 00 degrees 17 minutes 53 seconds West parallel with the West line of said Quarter .5.00.00 feet to the South,line,.of said Southeast Quarter; thence South 89 degrees 59 minutes 55 seconds West on and along said S.puth,line 435.60 feet to the Beginning Point, containing 5.000 acres, more or less. Subject to the right-of-way for 116th Street, off the entire South side thereof; subject, also, to any other legal easements and rights-of-way... .__ JOB NO. V/0Z 097 DRAWN BY DABAV CHECK.E,D BY DAT, REVISIONS DATE BY r THE SUBJECT PROPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP COMMUNITY—PANEL NUMBER 180081 0007 MAY 19, 1981. NOTE: MINIMUM 40 FOOT FRONT SETBACK FROM THE PROPOSED RIGHT—OF—WAY LINE. NOTE: ELEVATIONS FOR PROPOSED GARAGE WILL MATCH WITH THE EXISTING GRADES OF THE EXISTING HOUSE. "EINE ENGINEERS ALLAN H. WEIHE, P.E., L.S. 10505 NORTH COLLEGE AVENUE PRESInENT INDIANAPOLIS, INDIANA 46280 CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS w FRONT ELEVATION -ELEVATIONS ARE FOR V15UALIZATION PURP05E5 ONLY. -RAILINGS ARE OMITTED FOR CLARITY. RIGHT ELEVATION NEW (,A24C91�. 0 REAR ELEVATION 0 NORTHEASTERN • LOG HOMES • 02002 by NLH Inc O EX115TING GARAGE HAMILTON NE -5712 M-61 9-4" 9'-4" ?1004 HO 4X6 I w I NOOO HO LX6 i I 5004 HO LX6 � I i I i I I I i I I i I I I I I I I I 1 I I I i I I I I I I I I I i I i I I I i 1 I I I 1 I I I i I i i I I I I I I I II i I i - - - - ' --------------------- - - - - - - - - - - - - - - - - - ' --------------- - -- - - - - - - - - - - - - - - - - - J 4" REINF. 50LID LOG GAPAGE CONC. SLAB 34'0"X2490" REMOVE EXISTING 2028 WC WINDOWS AND RELOCATE TO NEW LOG WALL AS SHOWN CREATE OPENING IN LOG WALL FOR NEW 310 X 6/8 DOOR 2'-5112" am 14 LOG ROWS " 0 am 2'-51/2" I, 8'-4112" 2'-5112" , 4'-10114" FLOOR PLAN 816 50. FT. 1'-5" dz En w Co CV 1,1 5 SON11ON OF y � � m ti LOG HOMES C O U N C I L CHARTER MEMBER NOTICE: BUILDING DESIGNED TO MEET THE FOLLOWING LOAD CONDITIONS. ROOF SYSTEM 35 PSF SNOW LOAD WIND LOAD 75 MPH EXPOSURE "B" P.T. = PRESSURE TREATED ALL DOORS ARE 6'8" HIGH UNLESS OTHERW15E NOTED. IMPORTANT NOTE THE BUILDER MUST REVIEW THE SIGNED ORDER FORM TO DETERMINE THE LIST OF MATERIALS BEING PURCHASED FROM NORTHEASTERN LOG HOMES. ANY OTHER MATERIALS REQUIRED TO BUILD THE LOG HOME BUT NOT LISTED ON THE SIGNED ORDER FORM ARE TO BE SUPPLIED BY THE BUILDER OR CUSTOMER. NORTHEASTERN • LOC HOMES • ©2002 by NLH Inc I PORCH/DECK P.T. FLOOR PORCH/DECK P.T. FLOOR GENERAL NOTES: P.T. 2X10 5!8' X 12' ANCHOR �301t ALL FOOTINGS, CONCRETE MIXES, AND STEEL REINFORCEMENT GRADE P.T. 2X6 SILL FIN15H GRADE SPECIFICATIONS ARE TO BE DETERMINED BY THE FOUNDATION P.T. 2X& ----'6X6 PORCH P05T MIN. SLOPE 5% CONTRACTOR PER LOCAL CODES AND SOIL CONDITIONS. 5!8" ANCHOR BOIL, 2 PER PIER P.T. 2X6 SILL SEALER SILL METAL HANGERS NOTE: SET it 15 EXTREMELY IMPORTANT THAT THE FOUNDATION BE REQ'D 0 4" SPACING WOOD POST METAL BASE ^ • 'ON MEASURE'. THE FOUNDATION PLAN PRINT WILL BACK 1" FROM WI ANCHOR 12' MIN• < • ' SHOW ALL NECESSARY DIMENSIONS, FOOTING 51ZES EDGE OF SLAB •`� ° RE -BAR AND LOCATIONS, GIRDER POCKET SIZES AND LOCATIONS, ANCHOR BOLT PLACEMENT AND WALL ELEVATION CHANGES. P.t. 6X6 WOOD POST �••4 CONC. PIER CONSULT FOUNDATION CONTRACTOR ABOUT: •• ° - WALL HEIGHT RE -BAR • MIN. 8" BASEMENT WINDOW A DOOR LOCATIONS (DO NOT LOCATE RE -BAR GRADE a • WINDOWS OR DOORS UNDER GIRDERS, FIRST FLOOR FOOTING A5 NEEDED GRADE METAL BASE W/ ANCHORS ° - SEE GENERAL NOTES SUPPORT PARTITITION5, OR FIRST FLOOR EXTERIOR DOORS.) I ( ON THIS SHEET :: BULKHEAD OR OUTSIDE ENTRANCE • '• < • '• DEPTH 70 BELOW FROST COARSE : ' . .: OPENINGS FOR UTILITIES OR DRAINS CONC. WALL GRAVEL CONCRETE - INSULATING FOUNDATION WALLS AND 5LA55. TYPICAL CONCRETE PIER FR05TWALL III . ' • .: ' . .. ' A STEEL GIRDER MAY BE SUB5TITUTE0 FOR THE WOOD RE -BAR STEEL DOWELS — ' ' GIRDER TO MINIMIZE THE NUMBER OF SUPPORT COLUMNS. CONC. PIER • a e CONSULT YOUR N.L.H. SALES REP. FOR STEEL SPECIFICATIONS. DIMENSIONS ON FOUNDATION PLAN ARE AND/OR KEYWAY RE -BAR II I I( •• •,•. �• •,', •. '•'. '. ' ' '. ' ', ','••' '•'••' DESIGNED TO ALIGN FACE OF CONCRETE FOOTING AS NEEDED UNDISTURBED A WOOD PARTITION MAY BE 5UBSTITUTED FOR THE WOOD PIER W/ THE EDGE OF THE PORCH OR DECK •�� -I GIRDER IN SOME CASES. CONSULT YOUR N.L.H. SALES DEPTH TO BELOW FROST SOIL SILL AS IN THE "TYPICAL CONC. PIER' a I (( REP. FOR SPECIFICATIONS. DETAIL. ADJUST THE CONC. PIER LOCATION TYPICAL CONCRETE PIER _ _ — REFER TO THE 'CONSTRUCTION GUIDE' FOR ADDITIONAL AS NEEDED TO CENTER THE WOOD P05T I III=III=I ((=III- -III=I I I= _ V=I II=I I I=) I I = I .: ' . ; ' . •• a • INFORMATION ON FOUNDATION INSTALLATION. ON THE -CONCRETE PIER. W/ WOOD P05T =I. ' DAMPF- 04FING' • . ' PORCH/ DECK 2 III : SO GRADE, , . ' ' PORCH PECK f IER DETAILS eSCALE, 1/2 "-1'.o' CONCRETE SLABe = SCALE: 112 '=I'-0' I I •'• a'4, ' DETAILS ON THI5 SHEET ARE GENERAL AND MAY NOT APPLY TO ALL BUILDINGS III GRANULAR NOTE: METAL STRAPS REQ'D =I I ' : BACKFILL 0 SILL. SEE DTL. 8/A 5/8' X 12' ANCHOR CONCRETE WALL BOLT (TYP.) 2-2X4 SHOE P.T. 2X6 SILL =III( ,• ,. (I I= UND15TURDED '• 4 • , 'A -ROW LOG' P.T. 2X6 501E ' : ' • • STEEL DOWELS GARAGE SILL SILL SEALER =III • ' • . • . ' ' ; a'•4 AND/OR KEYWAY WOOD GIRDER 4' REINF. 6 MIL POLY P.T. 2X6 4' REINF. TRIM FROM CONC. 5LAB VAPOR BARRIER GARAGE SILL FOUNDATION - CONE. SLAB P.T. 5/4 X 6 / WALL FILTER 0 ' - III= I FABRIC _• _ I ----------------------- - GRADE ------------ --------- - GRADE 4' CONC. SLAB —I I I 4' LAMINATE GIRDER A5 III -I . ' . ' ° SHOWN. SPLICES TO BE _ a •.. 6 MIL POLY � � = I I • VAPOR BARRIER COARSE COARSE OVER THE POSTS (I1=1 I 4 , ' , 6 MIL POLY GRAVEL 5/8' ANCHOR BOLT GRAVEL / 00 VAPOR BARRIER DROP GARAGE WALL At �/ =III 00 PERFORATED ATTACH STEEL CAP PLATE t0 WOOD GIRDER POCKET CONCRETE FR05TWALL CONCRETE FR05TWALL Y � OH DOOR AS NOTED WITH MINIMUM 4" III=1 I o DRAINPIPE � � ' GIRDER WITH 4-1654 NAILS DEPTH TO BELOW FROST DEPTH TO BELOW FROST ON FOUNDATION PLAN BEARING 5UKFAi; =I I j— 0 oQ��O O� : •� a• a• RE -BAR RE -BAR I I I=III(' V A \ =1 11L' I=11 II=I II'� II I=II1I1'�' !III I=II I I I=IIIII—�— �II 1I1I1--LI'=I'''I II I=�I II I=II I I=I i I _ QQ 4 4 WELD STEEL CAP PLATE LLl —Ell—Ell LLL _ _ a LLj, LLl 1J1—Ell_• — — -I I E �OCJO p • o : 000 t0 STEEL COLUMN =TI I=M=l 1=M=1 I 1=111= _—_—' —1 I I—III MIN. 31/2" DIA. CONCRETE � — 0 ! • • a • • a — I I I=1 I I=1 11=III=1 I I=III I I=1 I -III= =I I i= I I I=1 I I=i I I=I 1 I=1 I I=III I I=I I -I i I= -I I i= FILLED STEEL COLUMN W/ =III I .°-I MIN, 3112' DIA. CONCRETE METAL BASE AND CAP PLATES — _ ' ' — — 1 FILLED STEEL COLUMN W1 STEEL DOWELS 4' O.C. UNDISTURBED PERFORATED STEEL DOWELS 4' O.C. UNDISTURBED PERFORATED CONC. FOOTINGS REQUIRED III—� _ — — — =III=III METAL BASE AND CAP PLATES. AND/OR KEYWAY =I (I I — —I I I_) MATERIALS BY OTHERS. 5011 DRAINPIPE AND/OK KEYWAY SOIL DRAINPIPE UNDISTURBED — CONCRETE COURSE CONC. FOOTINGS REQUIRED 6 III 501L II RE -BAR I) FOOTING I GRAVEL I I LOG GARAGE 5111 DETAIL A CONCRETE WALL DROP 5 � _- - - ._ - - - - - - - GIRDER POCKET DETAIL SCALE. 1/2 -1-0 0 OH. GARAGE DOOR SCALE: 1/2 '=1-0' FULL FOUNDATION 3 COLUMN CAP AT GIRDER 10 SCALE: 1/2 '=1'-D' \'_'/ SCALE: NONE A CONCRETE WALL SCALE: ,"=1'-0' MONOMERS REFER TO DETAIL SHEET D-3 FOR P. T. CLEAT TO SECURE NAILING SPECS. OF LOG SIDING. VAPOR BARRIER TO 5/8' UNDERLAYMENR P. T. 2X6 SILL CAULKING REFER t0 DETAIL 5/A-2 SILL SEALER ON TOP OF FRO5TWALL r P.T. 2X6 SILL FIRST LOG COURSE 5/8' PLYWOOD SUBFLODR FIBERGLASS 5B" ANCHOR INSULATION BOLT _ 518" PLYWOOD SUBFLOOR 24" FIN15H GRADEMIN MIN. SLOPE 5% 6 MIL POLY NORTHEASTERN VAPOR BARRIER LOG SIDING -1 I i-1! I- • LOG HOMES • INSULATION CAULKING 2-2X10 HEADER I I=) � (=I ©2000 by NLH Inc =I I 1=1 11=I CONCRETE FR05TWALL 2-2X10 16 LONG GALVANIZED METAL STRAPS At 24' O.C., CUR FROM BUNDLE STRAPS ON THE JOB. FASTEN N0 �sION oA� BY Cx°. P.T. 2X6 SILL SCRAPS TO BOR10M Bi' SILL BEFORE INSTALLING SILL. ((—)) I`I � i - COARSE DEPTH TO BELOW FROST LOG SIDING ATTACH TO FRAMING VIITH 8d NAILS AS SHOWN. GRAVEL 5HEETROCK CONC. WALLMIN. 3 (84) 0 SILL AND 5 (84) 0 HEADER P.T.2X6 SILL RE -BAR -I 1=l 1 1X3 STRAPPING 1=1 117 ATTACH WITH RIGID INSULATION SILL SEALER I I =III=III=1I(- PERFORATED WNDOWS =I 11=1 11=1 11=1 I DRAINPIPE MASONRY FASTENERS 5l8' X 12' ANCHOR BOLI P-00 STANDARD DETAILS CONC. WALL — _ _ _ . =1 11=I I I -III -i I i -I 11=1 I I ill - I i 1=11 1 I I-11 BT CODES S I L L DETAIL � 1 1= I S I 1 ► I =� 1 1 1—I I I_I I —I I I � I—III—I � I_ . FOUNDATION I N 5 U L A TI O N NOTE: NAIL STRAPS TO BOTTOM OF SILL A UNDI5RURBED STEEL DOWELS BEFORE SETTING SILL. 501E AND / OR KEYWAY PROJECT NAME SCALE: 1-1/2"=ro• CRAWLSPACE DETAIL 9 FOUNDATION CONSTRUCTION SCALE: 1" = 1' - 0' A � DATE PLAN ^"No• sHr.No. SCALE: 1/2'= 1'-0" A SCALE AS NOTED