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HomeMy WebLinkAbout2 Channel Point Dr plan 5FOUNDATION NOTES: 1, MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 cisi W/ 2® #5 BARS TOP & BOTTOM. FOUNDATION WALL TO BE ON 20%10" STRIP r C'iyG. PROVIDE 3© #5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PR:Ca%1DE #5 VERTIC-_ DOWELS @ 24" O.C. EXTENDED 3'-6" MIN. ABOVE TOP OF FOOTING. P'RO'GIDE �,t" ANCHOR BOLTS © 36" O.C. MAX. MIN. 7" EMBEDMENT W/ 3%3%Y4" PLATE WASHER. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 4%4"x.25" TUBE STEE!_ C _.. Vx6"x12" STEEL BASE PLATE & 2-3/4" DIA. ANCHOR BOLTS 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. CONCRETE SLAB TO BE 5" POURED CONCRETE ON COMPACTED FILL. PROVIDE CONTRACTION JOINTS 1" DEEP AT COLUMN LINES.. CUT W/ "EARLY ENTRY" SAW. 5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTA'�'-0" MINIMUM COVER, 6, PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL BEAMS (TYP.). 7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 8. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. i I I I 1 ' , I EXISTING I FOUNDATION I I ---- --= i 11 111 I I I I I III I I � I I I I II I II I III I II I EXISTING li FOUNDATION I L � I I it j - ---- EXISTING FOUNDATION (ISTING I - -- - - - - �� 'OUNDATib 1 I � f I I. I i � f I I I 0 0 I \ .8 t 17'-0" 3A'-n" 3'-6" 4'-0" 1 4'- 6 ol 4'-0" 3,-6„ 6%6" P.T. -�---� POST TYP. j- PROPOSED POOL"6 -_ - TT T T- PATIO7.2' ��I/i i �I�1/i l i l l l l l l l l l l l I 4'-6" 13'-6" ! I I I 1 1 1 1 1 1 1 1 1 1 1 1 120't-0" I I I I I I 1 11 1 1 bROPOS D GARAGE I I I I I f I I I SLAB REAR 7.5' _ I111 I 1 III 2x6 BEARING WALL ON I I 24"Wx12"D CONTINUOUS STRIP o FOOTING III 1 I w/3-#5 CONTINUOUS BARS. III I I • 12'-3" ®I I I ----------------- - - I • • •. • 4%4%. 25" 1 4%4%.25" I _ TUBE STEEL COL. I TUBE STEEL COL. I ° 1 I 5/8"x6"x12" STEEL I 5/811x6%12" STEEL BASE PLATE & 1 BASE PLATE & 1 2-3/4" DIA. ANCHOR 2-3/4" DIA. ANCHOR ° I BOLTS I BOLTS I I 1 1" DEEP CONTRACTION f -- - - -- JOINT CUT WITH EARLY I J I ENTRY SAW I -------------------------H---------------------- -I- ------------------- ----- I 10" THICK x 4'-8" PROVIDE 1 LAYER 5/8" TYPE 1 CONCRETE WALL ON "X" FIRECODE GWB ENTIRE CONTINUOUS 20%10" GARAGE & CEILING CONCRETE FOOTING --___- I 1 I VERIFY AND MAINTAIN ° 4' FOOTING COVERAGE I I BELOW GRADE I l GARAGE 5/8" ANCHOR BOLTS ® 32" O.C. •' 5" CONC. SLAB ON MIN. 7" EMBEDMENT j 10 MIL VAPOR RETARDER w/3"x3"x1 /4" PLATE WASHER SLOPE SLAB I 4"x4"x.25" .1 I TOWARDS DOORS TUBE STEEL COL. • 5/8"x6"x12" STEEL BASE PLATE & j I I I 4"x4"x.25' 2-3/4" DIA. ANCHOR or f I TUBE STEEL COL. 1 BOLTS I 5/8"x6%12" STEEL 1 ° I I BASE PLATE & I DROP TOP OF FOUNDATION WALLI DIA. ANCHOR i AT DOORS I BOLTS — PROPOSED GARAGE - �® • • SLAB rya FRONT 7.3' — — _ I• I I APRON °I I TOPOF FOUN :,=,TION WALL DROP TOP OF FOUNDATION WALL ADROP DOORSAT ----------- -- -----------I L I -- / i�;/ APRON 2'-9" 1 2'-9" -3' 9'-6" -3' 9'-6„ 1'-6" 9'-6" 26'-0" 12'-0" 38' - 0" B A.6 10" DIAMETER SONOTUBE w/BF28 FOOTING TYP. / o I 8 / A.8 I M 11 IL 0 O V ,y w' (D L- `t i 7 UWmZ`()z ry OI-Ow�W0 0 0(D0wW oW Z 2 X 00 Qu;No z_WWWz W cnzu�z�� W,WjZZOOCj z 0o>WLL� u) NUN ZNZN _ r r w rQru)rar z V) Z O U C� c z a� d N N m N W ..2 m = t- =o �, W z 000 E d- W Ocu W z�..� 0 M I`- N O F— O LL U) Ld � z o � z W CL z O (D W Q z z v 0 0 V N F- U W LLI J O h w H d DATE: 11 /1 /2021 SCALE: 1 /4"=1'-0" 0 1 2 4 8 DRAWING #: A-5 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE