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HomeMy WebLinkAboutFoundation Plan-R112'-3"± ti N - 30'-4" - - 28'-0"± - 3'-6" DOOR OPENING /-err RV/�IIVI/'1 C Llfvll I OF FLOWABLE FILL AT LOWEST BOTTOM OF FOOTING ELEVATION A FOUNDATION PLAN SCALE: 1/4" = V-0" 6-8" 9'-0"± 6-0" - 6'-10" 6-10" 10" 0 SONOTUBE ON 28" 0 BIGFOOT FOOTING (TYP.) 22'-10" 10'-6" 10" 0 SONOTUBE ON THE STRIP FOOTING GENERAL NOTES: 1. CODES: MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION (780 CMR) 2. DESIGN LOADS: DEAD LIVE 10 psf 40 psf FIRST FLOOR 10 psf 30 psf BEDROOMS 10 psf 40 psf EXTERIOR DECKS 10 psf 20 psf ATTIC 10 psf 30 psf ROOF (GROUND SNOW) 3. DO NOT SCALE FROM PLANS. IF DIMENSION IS NOT GIVEN, REFERENCE ARCHITECTURAL FLOOR PLANS PRIOR TO CONTACTING ENGINEER. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN DOCUMENTS AND FIELD CONDITIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION ONLY, WITHOUT ASSUMING NEITHER KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTORS WILL ACHIEVE THIS RESULT. 6. DIMENSIONS FOR THE EXCAVATION PIT ARE BASED OFF THE RECOMMENDATIONS BY THE LICENCED SITE PROFESSIONAL (LSP). THIS OFFICE DOES NOT DELINEATE THE EXTENT OF THE CONTAMINATION. THIS OFFICE IS TO BE NOTIFIED IMMEDIATELY IF EXCAVATION BEYOND WHAT IS SHOWN ON THIS PLAN IS REQUIRED. FOUNDATION NOTES: 1. THE STRUCTURE IS TO BEAR ON NATURAL UNDISTURBED SOILS CAPABLE OF SUPPORTING 1.5 TONS PER SQUARE APPROXIMATE LIMIT FOOT, WITH A V LAYER OF CRUSHED STONE, OR FLOWABLE FILL. IF QUESTIONABLE BEARING IS ENCOUNTERED IT OF FLOWABLE FILL AT IS TO BE REMOVED AND REPLACED WITH ADDITIONAL FLOWABLE FILL. LOWEST BOTTOM OF FOOTING ELEVATION 2. ALL EXTERIOR FOOTINGS TO HAVE A MINIMUM OF 4' OF FROST COVER. 3. 5/8" ANCHOR BOLTS ARE TO BE INSTALLED AT 4' ON CENTER AND HAVE A MINIMUM EMBEDMENT DEPTH OF 121, UNLESS NOTED OTHERWISE. ADDITIONALLY ANCHOR BOLTS TO BE INSTALLED W/IN 121, OF ALL JOINTS AND CORNERS. 4. ANCHOR BOLTS AND ALL REINFORCING IS TO BE POSITIONED AND SECURED IN PLACE PRIOR TO POURING CONCRETE. NO WET STICKING IS ALLOWED. 5. WHERE ANCHOR RODS ARE EPDXIED TO CONCRETE, USE HILTI "HIT-HY 200" EPDXY, AND INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. ADHESIVE ANCHORS SHALL ONLY BE INSTALLED IN CONCRETE WITH A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION. 6. CONTRACTOR TO INSTALL FOUNDATION DRAINAGE PER IBC, SECTION 1805. 7. NO BACKFILLING AGAINST THE FOUNDATION IS TO BE DONE UNTIL AFTER THE HOUSE IS CONNECTED TO THE FOUNDATION. CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL CONFORM TO THE APPLICABLE VERSION OF BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301) REFERENCED BY THE BASE CODE MENTIONED ABOVE. 2. CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN CONFORMANCE WITH ACI 318 TO THE FOLLOWING REQUIREMENTS; * 3/4" MAXIMUM AGGREGATE SIZE * FTG.: 3,000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH W/ 4" MAX. SLUMP. * FND.: 3,000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH W/ 4-1/2" MAX. SLUMP. * SLAB: 4,000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH W/ 3" MAX. SLUMP. 4. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5% OR MORE THAN 7%. 5. FLOWABLE FILL SHALL BE PROPORTIONED, MIXED AND PLACED IN CONFORMANCE WITH ACI 318 - MINIMUM STRENGTH 150 PSI AT 28 DAYS. 6. FLOWABLE FILL SHALL BE A LOW FLY ASH MIX THAT IS AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 15% OR MORE THAN 30%. 5. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 GRADE 60, FOR DEFORMED AND PLAIN WIRE. 6. MINIMUM CONCRETE COVER OVER STEEL REINFORCING TO BE ACCORDING TO ACI CODE * 3" IF CONCRETE IS POURED IN DIRECT CONTACT WITH THE GROUND. * 2" IF CONCRETE IS EXPOSED TO THE EARTH OR WEATHER. * 1-1/2" IF CONCRETE IS NOT EXPOSED TO THE EARTH OR WEATHER. 7. ALL SPLICES IN THE REINFORCING STEEL ARE TO BE TIED WITH WIRE, AND LAPPED AS FOLLOWS; * #6 BARS AND SMALLER, LAP 35 BAR DIAMETERS. * #7 BARS AND LARGER, LAP 45 BAR DIAMETERS. 8. AT NO TIME IS THE REINFORCING STEEL TO BE WELDED. 9. WHERE REINFORCING STEEL IS BENT IT IS TO BE DONE SO THE END RESULT IS A GRADUAL ARC WITH A MINIMUM OF A THREE INCH RADIUS. 7. FORMS SHALL NOT BE REMOVED UNTIL THE FOLLING HAVE BEEN ATTAINED; * BEAMS & SLABS - 500 DEGREE-DAYS HAVE PASSED OR CONCRETE HAS REACHED 30% OF THE REQUIRED STRENGTH. * WALLS & VERTICAL SURFACES - 200 DEGREE-DAYS HAVE PASSED OR CONCRETE HAS REACHED 30% OF THE REQUIRED STRENGTH. "DEGREE-DAY" = (TOTAL NUMBER OF DAYS)x(AVERAGE DAILY TEMPERATURE) TEMPERATURES BELOW 50 DEGREES ARE NOT TO CONTRIBUTE TO DEGREE-DAYS 8. SLAB ON GRADE TO BE 4" THICK WITH ONE (1) LAYER OF 6x6 W4.OxW4.0 WELDED WIRE FABRIC LOCATED IN THE UPPER THIRD OF THE SLAB. 9. TOLERANCE FOR FLATNESS OF THE SLAB IS NOT TO EXCEED 1/4" DIFFERENCE ACROSS 8', & 1/2" DIFFERENCE ACROSS THE ENTIRE SLAB, UNLESS NOTED OTHERWISE. 10. DETAILS NOT SHOWN ON DRAWINGS SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL 315 11. CONSTRUCTION OR CONTROL JOINTS IN THE SLAB TO BE AS SHOWN ON PLANS. WHERE NOT SHOWN, LIMIT CONTROL JOINT SPACING TO NO GREATER THAN 15 FEET ON ANY SIDE FOR 5 INCH SLABS AND 12 FEET FOR 4 INCH SLABS ON GRADE. THE SECTIONS BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SHALL BE APPROXIMATELY SQUARE, WITH THE LENGTH TO WIDTH RATIO LESS THAN 1.5. 12. CONTROL JOINTS ARE TO BE 1/4 OF THE TOTAL SLAB DEPTH AND ARE TO BE CUT USING A DRY SAW WITHIN 1 HOUR AFTER FINISHING IN HOT WEATHER AND WITHIN 4 HOURS AFTER FINISHING IN COLD WEATHER 13. CONTROL JOINTS ARE TO BE FILLED WITH A SEMIRIGID EPDXY. CONTRACTOR IS TO DELAY FILLING THE JOINTS TO THE MAXIMUM EXTENT POSSIBLE. 14. CONTRACTOR TO AVOID INTERSECTING FULL DEPTH CONSTRUCTION JOINTS WITH PARTIAL DEPTH CONTROL JOINTS. 15. CONTRACTOR TO DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORMWORK TO SUPPORT VERTICAL AND LATERAL LOADS TO CONFORM WITH THE APPLICABLE EDITION OF GUIDE TO FORMWORK FOR CONCRETE (ACI 347) REFERENCED BY THE BASE CODE MENTIONED ABOVE. 16. CONTRACTOR TO PLACE CONCRETE IN COMPLIANCE WITH THE MOST CURRENT EDITION OF GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE (ACI 304) REFERENCED BY THE BASE CODE MENTIONED ABOVE. 17. CONTRACTOR TO PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH WHICH COULD BE CAUSED BY BOTH EXCESSIVE HEAT IN COMPLIANCE WITH THE APPLICABLE EDITION OF HOT WEATHER CONCRETING (ACI 305), AS WELL AS FROST, FREEZING ACTIONS, OR LOW TEMPERATURES, IN COMPLIANCE WITH THE APPLICABLE EDITION OF COLD WEATHER CONCRETING (ACI 306) REFERENCED BY THE BASE CODE MENTIONED ABOVE. V, Q Q • Q E (� \ w � O U �.I Q Q V�J Mcm co W � cn X � a U)ujQ Q = SEAL REdWOms- 1 ADDED ROUGH CONTOURS FOR EXCAVATION 11/30/2021 ZL ISSUED FOR PERMITTING 11/29/2021 MSUEF FOR - PERMITTING RAVE. NOV. 29, 2021 SCALE. AS NOTED DRAW Y- SRO DEMGHED BY: SRO I..L LLI O LL z W Q OU 0- 0 = cl ~ ~O z `�� Uc i'� Z) �V Oz w _>- I- - 3:U) U=j Q = W %� Q O z W � c*14 cn BRAMONG VffLEo PLAN & NOTES Dmmma NUMBER. ST1 PAGE NUMBER: 1 OF 2 JOB NUMBER: 20-061 b NEW (2) 2x8 SILL PLATES (2) #5 REBAR TOP & BOTTOM I " ANCHOR ROD (SEE NOTES) d I a PROPOSED 8" CONCRETE WALL FOUNDATION WALL a REINFORCING (SEE SCHEDULE) ASPHALT EXPANSION JOINT 2x4 KEY WAY a a ATTACHEMT TO HOUSE TO BE DESIGNED - 8" MIN. DO NOT BACKFILL THE FOUNDATION UNTIL THE SLAB IS CURED AND HOUSE IS ATTACHED. 4' (MINIMUM) FROST COVER TO BOTTOM OF FOOTING OR FLOWABLE FILL 8" WALL REINFORCING SCHEDULE H U REINFORCING 8' <6' NONE REQUIRED 8' <8' #5 BAR @ 24" O.C. STRIP FOOTING as 2" MINI UM a a ° FLOWABLE FILL a a / SEE NOTES CLEAN SAND OR a \o/\\ \ :CRUSHED STONE... //� DSEE PLAN /\/\/ p D FOOTING L OUNDISTURBED O BED SOIL, \\\\\\\ ILOR \\ (3) #5 REBAR BOTTOM OF FOOTING 1 FOUNDATION WALL DETAIL ST1 SCALE: N.T.S. REMOVE FLOWABLE FILL AT A 1:1 SLOPE TO PERMIT STRIP FOOTING PROPOSED COLUMN TO BE DESIGNED 4" CONCRETE SLAB (SEE NOTES) D Da. D D D p p a 2" MINI UM a CLEAN SAND OR a ° a 9 CRUSHED STONE SEE PLAN FOOTING TO BEAR ON FLOWABLED (3) #5 REBAR FILL OR UNDISTURBED SOIL BOTTOM OF Q FOOTING EACH WAY a 1D a D PREVIOUSLY PLACED D a D 35d TYPICAL D / ° / a FLOWABLE FILL BEYOND D a / FOOTING TO REMAIN °D p —D— — — a / a Q 4 ° O O\\\ ° / a �. /\\\ / ° PREVIOUSLY PLACED a ° ° p D DD D FLOWABLE FILL UNDER FOOTING g REINFORCING TO a a a. oD ° D / p a TO REMAIN °tea z MATCH HORIZONTAL WALL FOOTING °� a a ° a D Q as 4 a o / ° g a a D ° ° 5 BEARING TRANSITION DETAIL UNDISTURBED SOIL 1D MIN. SCALE: N.T.S. a V a D D V /� a \ \ D OPENING IN WALL D p/ D D \ D o AS REQUIRED \ a / D \ 2'-0" D D D D D D \ D D D"D D FOUNDATION OPENING REINFORCEMENT DETAIL SCALE: 1" = 1'-0" (2) #5 BARS ABOVE OPENING (2) #5 BARS DIAGONAL BARS EACH CORNER (2) #5 BARS UNDER OPENING 2 STRIP FOOTING DETAIL ST1 SCALE: N.T.S. FOOTING TO BEAR ON PLOWABLE\\\\\\\\\/\\\\ (3) #5 REBAR FILL OR UNDISTURBED SOIL \ \\\\\\\\\\\ BOTTOM OF FOOTING EACH WAY 3 STRIP FOOTING DETAIL ST1 SCALE: N.T.S. z 0 0 PITCH SLAB 1/8" PER FOOT PROP. SLAB (SEE NOTES) FINAL GRADE a—----�--- U 6"± BELOW T.O.S. z • (2) #5 REBAR TOP & BOTTOM Q #4 DOWELS @ 24" O.C. 24 FIELD BEND DOWELS \ FND. WALL AFTER WALL IS CURED 24 SEE PLAN ° SEE DETAIL 1/ST2 FOR ADDITIONAL WALL A A REINFORCING SEE PLAN 4 GARAGE SLAB DETAIL ST1 SCALE: N.T.S. D D D v 35d TYPICAL ° a D ° D D a a / )> p ° D a D °— D D D aD a / 4'-0" MINIMUM D p D ° D BOTTOM OF STRIP FOOTING a a D/ D // D 1 (WALL ABOVE NOT p D ° ° / / / 2 SHOWN FOR CLARITY) a / X � p ° Q O D (V D a / a ° 1D MIN. d=BAR DIAMETER a / D D p 2D MINIMUM a / / D=DEPTH OF FOOTING D ° D D D D a 2 ° 6 REINFORCING TO MATCH FOOTING STEP DETAIL HORIZONTAL WALL FOOTING SCALE: N.T.S. 1 D MIN. 2x4 KEYWAY (3) #5 REBAR TOP, AT ALL GARAGE DOORS (3) #5 REBAR BOTTOM V, Q Q • Q E (� \ w � O U �.I Q Q L �U ��(� ��04 V�J Mcm �� Lwcn X c U)wQq I SEAL REWWOms- \ NO CHANGES TO THIS SHEET 11/30/2021 \ ISSUED FOR PERMITTING 11/29/2021 MWED FOR - PERMITTING BAYS. NOV. 29, 2021 SCALE. AS NOTED DRAW Y- SRO DEMGHED Y- SRO I..L w O LL z LIJ Q OU 0- 0 Q� = 0 ~ z vu� o Z) CD Oz w _>- I- -Q= 3: U) U=j W %� Q O z Lu � cal cn BRAMONG VffLE: DETAILS Dmmma NUMBER: ST2 PAGE NUMBER: 2 OF 2 JOB NUMBER: 20-061 b