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HomeMy WebLinkAbout210 South Street - Foundation PlanSTRUCTURAL PPE COLUMN OR 3 1/2 CONC. FILLED STL. COL. C 0 KIPS ` LOADING NOT TO EXCEED 1 K P L a -s I6 -s 21 2 t7 -5 d/O 8 IN HEIGHT. MAX. SPACING 7'-0' O.C. BITUMINOUS JOINT FILLER a 2 6 s a 6 e 6 8 to s to r -a' y TOP OFF W/ FLEXIBLE " o �� to Al' ,CONCRETE SLAB JOINT SELAN 1 7 ' C D E SIKAFLEX 1A S 6 MIL. POLY VAPOR HARRIER' A5 Ab A6 w CONCRETE FOOTING d MAIN FOUNDATION WALLS TO BE $' POURED CONC. W/ 2V" TOP t BOTTOM BARS t BARS 0'-ORIZ. AND VERT.3l_O"X3l-0n REST FOUNDATION ON 101X20' STRIP FOOTING. BASE PLATE PROVIDE 3Ct* HORIZ. BARS CONTINUOUS" IN STRIP FOOTING W/ 6X6 6/6 WWF TOP I/3 KEYWAY. PROVIDE x5 VERT. DOWELS 0 24 O.C. HORIZ,_EXTENDED OF SLAB 8 -6 MIN. ABOVE TOP OF FOOTING. PROVIDE 8/S Xl2 ANCHOR dA BOLTS O R -O' O.G. MAX. 3-2210 'GIRT --}_- -` W a ....d`T'a a '��a"� d • T 3. 'T e e 'Q : - 1Q (1\ /p Q i ot - - - - - _ - - - - - - - _-- - - - - - - W v 9"/ u \ uJiaa p 'i oi? ly LLJ _l z <000 4 Q? st4 RESARS' -.CONT BOTH WAYS (T*PICAL ) a z 16 a o o mm owoawz,,. a a; //•// /i o y o 0 ct rl \ff icn 5 \ \ff\\f!\ d d ffUif�ily - .� 3-2x10 GIRT } W ~ z 0 c� \i\\i --- --- ---- - d yara�aa�i \ NIX IN \/!\f f\f\\! f\\f\\ �\ 0 WOO O XZw f\yfv!\Yv,lvfvl�v\�f\�fvf�f\y! if fvv! f M I z o zi S W 4 0 /\f\f�r\ff\f\f\f�\f\f\ - - - --- - - - - - - ---� r -------- --- --- --- - - -, J ! \>0\\i�! OPY �/\!/�f/DROP TOP/ ! / / / / ! / ! / / / / / / / / / / / / / / f / / f / 4 "-- OF WALL 11 !+ I I I 720 84. IN. OPENING '� ` no \\ \\i \ \\%\\i\\i�\\i\\f\\i�iv \� \\!\y \ �, \� I IR.O.-6 x - o V) R. 2 2 0 CRAWL SPACE I < enornc wu. ecu o" easne-xn sR.wiuR raa ae / J 4 CONC. SLAB ON - NT�+gCTOR SMALL ENSURE .--� Er"" U i q N. 3._0+ MI RATvx wo e„n�m eRAruAR sau nes v cur, rrAr, y h COMPACTED GRANULAR THAT FIREPLACE/CHIMNEY t I '� o - IMO. Ys4CTATM a" axArec "'ATA61L Ronrr ARLNTKT ...' ATaTRarressTccRx,a+..uotia (W SOIL CONSTRUCTION COMPLIES W/ `'-------- _- --- ----------- 'X I '.�- ►--, �� Op > L,' STATE; AND NATIONAL I 11;, .� COLUMN FOOTING DETAIL ; - t I �t sa. FT. of IRE AND saFETY CODES. E-+ p 720 SQ. 1N. OPENING I I BOTTOM OF 1 1 �., v 5 •a +. " RO 2'-6'x2-0 t I i p� ENCLOSED CRAWL SPACE I ff I OPENIN4 O EL.�12.0 I { � � � � p SGALE.i t/2 i 0 e o e 8 , COW '! 1 _j z g o BOTTOM OF 2-1 LVL OPENING C EL --12.0 } it O SQ. IN. OPENI '- l • x d � � � I � 1 i R.O. 2'-b x2' -o 40 f o e 1P: Y.X J i. - ♦ ♦ 11 7/8' TJI's 11 7/8' TJP& I I _ C.. F"LYaV� � J ♦ ♦ 250 SERIES :e i 250 SERIES ASH DUMP -14-{ , I x a -TYPICAL WALL o ♦ ♦ � �_ _ .� ! � DOOR � BOTTOM OF wx ! 46 O.G. 6. ( 0 /6" O.G. T I @ 16' O.G? " OPENING O ELr12.0 ♦ ♦ i 'O.' \ /�• (PLUSH FRAMED � x rI , � KN F- N VI i z � TO GIRT) a 1 r n �2-I xy"xll r/e" LVL ® F I1 7/8' TJI's r ^I I OR' O PROVIDE O 250 SERIES CONTRACT T PROV D 1 O$ rc W Z o X6 SHOE { 8 -0 W. ACCESS TO CRAWL r� it 7/8" TJI,' O 16' O.G. I 1 `t ' Q n 12c% SO. IN. OPENING 4'-3• SPACE, BOTTOM OF OPENING x 250 SERIES J 1 W � ALUMINUM FLASHHING o w m W F 3/4" PLYWD. SUB -FLOG R.O. s'-ox9'-0 1 , o EL..n.o �* 0 I6'�; O.C. "' - sz �Ylo�m cd- OOF} I M J (FLUSH FRAMED wf , B } I TO GIRT) > I -, jaa$g,nzo�`�W.-� J ��zmos az W TW`RU,WLTS A5 {WEr I o I o 'i Q I I ( v mr } 1 5'_I� '..5��2", 1 b'_I. 5,_l. I :D —' — _ xl —�5-I •xll r/p" LVL I �g�z2S ,^�z� 1 I , 3 1/2" x 3 1/2" x 1/4' TUBF - - - _ --� I o�l�Waofi ?r.,o i ( 1 STL. LALI_Y COLUMN K r } I zdr <'<LzOOW�6�i vt METAL FRAMING HANGER 1 ON 30'x3G xl2 DIP p WJd?y ,Wy 11 r/ TJ's i , CONE. FOOTING, TYP. - —Q-- npt _ I I vol<o <2 is x -i--22 �tt'' 7 - - xll%'FLUUS+{�-LVL- T I 7 i j - „ - ) , -Jl J `m 2X10 P.T. a ib• O.C. ,� III 2X6 P.T. SILL ELEV.-14.0 1 I i 2 it � ii 2 I 7/8" TJI's III- SILL SEALER IlO m 1 , P� - 1 /FT. SLOPE,5, 1 I ° e 2 0 U5 T48 } I % y 10 tWt1 m n 11 t h AROUND FOUNDATION I U I/2' DIAM. 12" GALV. ANCHOR 8'-6' I JaTii m t, © I -- �� , If -a - _ BOLT O 4'-0' O.C.' , ci - J - - 1 Q 7 Q - - - 7M" 1 I BOTTOM OF m 250 SERIE I 1 e -a _ — 720 60. 1N. OPENING , I OPENING 0 EL.oi2.0 m I I . - - J J O Q IIJ i R.O. 2'-6•x2'-0" t I it m 11 I o 7 _q. 0 12" O.C. I I "' 6 lt- U LU y a --- - ----- ---- - ---- 4 CONC. SLAB I I 1 L - -fir" } Z A N — as , r------------� I r- --- ---, -------------- - ---- - -� v- - o O_ w _ l i 1-111--f l l -III' _ _______ ELEV.-11.0 o I 1 ( I , f ; BOTTOM OF I h f----3 //g I (� Q( _ ° v BOTTOM OF } , I , I - - -I I r - - - - - - - - - - - DROP TOP I o OPENING O EL. 12.0 - - / E —' ° 8 d - ° v ° OPENING 0 EL..12.0 1 I 1 I I OF WALL 12 ' iv , I i I r - - -1 C I=L I ISI 11= -- -- -- I ►- �, CONTRACTOR TO MAINTAIN I I MINIMUM OF 4 -0 MIN. OF e I 1 J -y FOUNDATION COVERAGE I l-1 I l—f 1 1— —. 1 , I I I L �� , I - - - - - - - - - - - ------------ Z 10 z&� FROM FINISH 4RADE 2X4 KEYWAY 165• l('15. w 11= II�LII� i I I� -- i >, 1 1-1 I I -I 1- I n �U F ERT TCT N 1\ f f= l it ! f l=III=1 1 1 I 11 TJI'e �v , � i I '� C o w mom; � � � 250 SERIES oLD o -_ O F ,�� � x — — — — _ A -t 1 , , - zm o t 1 A I i 1 f� n� f� y o 1~n A5 -J I 1 �i o D LS LS u L5 Q�. z N D �ry. FOUNDATION SHELF I SLAB FOOTING DETAIL , , , I 2003 „ ZZ t i � I I h ,.u� a, /� n 1" 1 I ' { I >z4'Wa SCALE:1 -:1/2 I -Q FOC17" IN"& s"".R a+ OlrPACTW fR ft FlLL ai- h B z Q O nATVRAi.'R,oanaxe sRAM1LAR gabs IRre a aaY, /lAT, Y - ION,• VM"AT" M a"l.MC fMYrRVA. ROTPY MD.TCT - Y W O W •� ... .+�,ATar r eina.orr tammnr Ne[ eraxivtm. 1 I - I I a O y o 0 BASEMENT` .NOTES: i------ ------------ i N< WW J m I. MAIN FOUNDATION WALLS TO BE 8" POURED CONC. W/ 2M TOP I I 7 t BOTTOM BARS. REST FOUNDATION ON 10'X200 STRIP FOOTING. ------------------ L---.L--J. 0 z PROVIDE 4f.3 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/•• I KEYWAY, PROVIDE 1~5 VERT. DOWELS 0 24" O.C. HORIZ. EXTENDED TYPICAL NOTES: 8 6 MIN. AEOVE TOP OF FOOTING. PROVIDE 1/2" X12 ANCHOR \ BOLTS O +3'-O" O.C. MAX. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION #4 ULLBAR5_� 5'-1" 6 -t• 4'-q' 'D �1 WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR C 2'-0" O.C. I Q 2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. WALL PLASTER BOARD/FINISH. Tql ) T� p -' 4'-6' 14'-0" 3'-O• $'-0' " ' IBASEMENTS CONTRACTOR 'SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED l8'-6' D'-0" 20'-6' 16'-0" 2'-6" 2'-0" ¢ � R CONTRACTOR E PROVIDE A CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS a A REQUIRED BY LADE (WINDOWS OR MECHANICAL) AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS A5 (,41-6'O 4. CONTRACTOR>SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN WORK PROGRESSES. 4'-0' MINIMUM COVER. 8 v CONTRACTOR TO PROVIDE V-60 XT -0' KNOCK OUT PANELS IN EACH OPENING ' 5. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL SEAMS, TYP. AS SHOWN ON FOUNDATION PLAN. PANELS MUST BE INSTALLED PRESURE FIT TO PROPOSED : p 6. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. KNOCK OUT UNDER 5 LES. PRESURE. Z ISH FOUNDATION PLAN RADE �- 7, CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, CONTRACTOR TO INSURE MINIMUM OF W-0' FOUNDATION COVERAGE FROM I FN 4 uj INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION„ , p _ ”-- _ OF THE DieSIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. - SCALE V4_ I O o' y