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HomeMy WebLinkAboutDecision 4066 - Foundation Plan14'-2" 36" DIAM. CORRUGATED GALVANIZED STEEL AREAWAY W/ GRAVEL F.F c 4.4 7'-2" BED, TYPICAL. { — — — — — —.— — — —II — — — — — — 1 15'-2" PRECAST ST AIRS j -- --- 2817, — ----� _= B & BULKHEAD --1 I I A.4 >a ' PROW E = RE9ARS © I EXISiINOG FOUNT WALL o I _L Ii I 3 1 J CONC. FILLED ST A: LY COLUMN ON xo'--"x12" BE. i'I s CCH2. FOOTING, TYP. L_ — — _ Ili }, � FUTURE WALL DCuBEAM _ POCKET L / I .- 4'-6" STING BASE"ENT / --- -- Jr � DRGPPED GI, T— —j L I -22" O.C. J I BEAM 7-10" POCKET / I NOTE BASEMENT 2817 / U uFF DIRQ"EER. 1 / - - FIELD DETEREIGHT INE LOCATION AND HEIGHT OF e _ LJ ,cRMI, i�NT FIVE -I O 3,- TO PREVENT CAVE-IN OF LLS HT. TO FF. -80" ;L, , ; EXISTING FOUNDATION WALLS w �N ---s --! FUTURE BATH ~ r _ , 14 FUTURE DEVELOPMENT I 2" RIGID INSULATION BELOW SLAB 3 1/2" CONC. FILLED STL. LALLY COLUMN ON36"x36"x12" DP. — — CONC. FOOTING, TYP. BEAM 3)10"x110" LVL POCKET DROPPED GIRT — — J 20 21`2" PRO .--R.EBARS--G — -- IQz 12" O.C. VERT IN j�fYQ r;a EXISTING FOUND. YJALL \cn dFOUI WALL ¢ w Y W Ld Q z 0 x = I I ,-x = 'pp "' SHHELF FORNFLOOR f— I STRUCTURAL ENGINEER,/DESIGNER TO PERFORM FRAMING INSPSECTION WHEN FRAMING JOIST TO ALLOW IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR O WALT PLASTER BOARD/FINISH. Q=i pI " DROP IN EXIST. 281 f w EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION :2 AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE FLOOR TO NECESSALY TO INSURE SUCH PROTECTION. I 11' PROPOSED FLOOR Alt OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. -1 CONTFACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SH'7P.ING ETC. TO MAINTAIN/PROTECT EXISi1NG HOUSE AND STRUCTURAL IN EGP,ITY OF EXISTING HOUSE. I CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS 7 AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS Q WORK PROGRESSES. O =,-------._--_— —.---_--- O I L4-— PROV"DE ,A,5 RERARS 0 12" O.C. VERT IN FOUND. WALL fl �?I A4 10" THK x 9'-10" CONC. WALL ON CONT 20"x10" CONC. FOOTING 27'-2" , %B A.4 r _.I i,H Y`_ I I� U IQz j�fYQ r;a \cn 0 0 n ¢ w Y W Ld Q z 0 Ld ¢<m 1 �� TYPICAL NOTES: f— I STRUCTURAL ENGINEER,/DESIGNER TO PERFORM FRAMING INSPSECTION WHEN FRAMING z IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR O WALT PLASTER BOARD/FINISH. Q=i CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL w EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION :2 AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSALY TO INSURE SUCH PROTECTION. I CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED COhIDI'IONS PRIOR. TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER =o OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. I CONTFACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SH'7P.ING ETC. TO MAINTAIN/PROTECT EXISi1NG HOUSE AND STRUCTURAL IN EGP,ITY OF EXISTING HOUSE. a_,ry CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS 7 AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS Q WORK PROGRESSES. BASEMENT NOTES: 1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ 2@#5 BARS TOP & BOTTOM REST FOUNDATION ON 10"X20' STRIP FOOTING. PPO` OE 3C#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KE(WAY. PROVIDE p5 VERT. DOWELS 0 24" O.C. HORIZ. EXTENDED 3''6" MIN. ABOVE POP OF FOOTING. PROVIDE 5/8'X12" ANCHOR B(.TS @ 4'-0" O.C. MAX. 2.. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW, PROVIDE 6"x6"x5/8"CAP PLATE & 7"x12"x3/4" BASE PLATE W/ 2 ®3/4" DIA. BOLTS. WELD ALL CONNECTIONS F(OTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH WAY. 3 DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL. GJT JOINTS ALONG WALLS AND BEAM COLUMN LINES. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REO'JIP.ED BY CODE (WINDOWS OR MECHANICAL) 6. CO'1TRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN 4-C" MINIMUM COVER. 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS 9. CONTRACTOR SHALL NOT SCALE DRAWINGS_ FOR DIMENSIONS. ANY MISSING, OF THE DES'GNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 10. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES W/ EXISTING FIRST FLOOR. CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALL AS I,ECESSARY TO ENSURE DESIGN INTENT. 1, ALL EXTERIOR WALLS SHALL BE 2X4 CP 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16' O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. 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