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Home My WebLink About1 Autumn Drive - Foundation Plan & DetailsOa TQ nz z U) O u� EXIST. SHALLOW EXIST. DEED EXIST- T EXIST. DEEP _ FOUNDATION FOUNDATION DOOR FOUNDATION I i _....... _.. _.... \\ EXIST. FULL DEPTH t � BASEMENT AREA EXIST'. L O'1N` CP44U EXIST LOW WOOD STUD RET. WALL (TYP.)FAILED REI 'PALL TO BE EXIST. CONIC. _ REMOVED ED (TYPICAL) FOOTING EXIST. 31/2"O (, HIGH LOW LALLY COL. Y,^ �, EXIST. CMU + ! EXIST.3/2"0 s - (TYPIC �j t ` ;� z7 FILL FILL >. J �- i 14- r,t ? PIER (TYP.) -.. ;':,__ LALLY COL. (TYPICAL) �O e EXIST. PARTIAL EXIST. CONIC. x <- _'J i L � FOOTING I J FO G I J CRAWAREA ' ((HIGHIGH FILL FILL AREA) 1 x- t L EXIST. PARTIAL CRA'd1L5PACE } v I s' I� el d EXIST. SHALLOW CMU EXIST. LOW' CMU t EXIST. SHALLOW CMU FOUNDATION WALL TO RET. WALL (TYP.) R FOUNDATION WALL TO BE °. 1. REMAIN (TYPICAL) i REMOVED (TYPICAL) / HIGH _ -- " EXIST. SHALLOW CONC. _ILII EXIST, SHALLOW CONC. WALL FILL FILL k. s WALL FOOTING TO BE 1 FOOTING TO REMAIN (TYPICAL) tv t REMOVED (TY.ICAL) i 1 ! L f---- ----- x,z,'r' � rv-,-rv--i-rv�-r-r7 rrr >-rr'r� �L-»r�r r1 -i 1, -/,1 t I ...-i., !L_ ....... .. ..- __.-.._ ........... ...------ -.. ._...._.. .......-_-- ........-- ` -- 1- --- --�-- -------- --- -------- ---I I EXIST. SHALLOW CONC. EP TRY STOOP TO PP RE`?OVED (TYPiCA.L) __- EXIST. SHALLC,A` a° FOUNDATION EXISTING CONDITIONS EXIST. FLOOR DECK ' EXIST. 2x8 JOIST EXIST. MAIN CENTER BEAM NEW Y2"O THRU BOLT NEW SIMPSON'S GLB5A BEAM SEAT OUTLINE OF NEW POCKET (TYP.) NEW CONCRETE/GROUT (TYP.) MU FOUNDATION WALL EXIST. STUD BEARING WALL WITH PLYWOOD SHEATHING SALVAGE EXIST. PLATE ANCHORS AND SECURE INTO NEW CMU FIND. VERIFY IN FIELD _. io iv #4 BENT @ 48. O.C. 8" (2)45 CONT. BOT.BARS EXIST, PLYVv'OOD DECK - EXIST. JOIST NEW 8" CMU BOND BEAM wim,2) #4 CONT. BARS (TYP.) NEW 8" Ch1U FOUNDATION REINF. vi,44 VERT. @ 48" O.C. 15# FELT BOND BREAKER (TYP.) -- 4" CONCRETE SLAB - 12" CONCRETE FOOTING 6" COMPACTED CRUSHED STOAT- = _ VIRGIN SOIL OR ENGINEERED FILL TO FIRM BEARING EXIST. SHALLOW EXIST. C64 EXIST. 2. EXIST. T. GEcP FOUNDATION FOUTNDAT'ON DOOR E ENGINEER ALL OBSERVATIONS FOUNDATION ;ILLI _...... .__....._. _. __...._ �., '. ......_._ ILII ....... ... .... ... ... __......._ _....ILLI-. ...... _ _....ILLI_. _. Z, ' PLANS, USE DETAILS FOR THE MOST NEARLY SIMILAR CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS AS DETERMINED BY THE 1 ....... .ILII.. _._. . _-_......._...i y' --..... ... .. .... .. .. _._ ._. ... ..... ......._.... _....... - ... . ...... NEW #5 x 12 DOWELS / rt @ 12" C.C. (VERTICALLY) 1 DRILLED & GROUTED aG" I ® INTO EXIST. FN I?. WAI f_ 1 } NFV TYPICAL 4" 1 rf 1 EXIST. LOiA1 CMU � SLAB ON GRADE RET. WALL {TYP) ) 7'-0" t I I s,WRyLCW NEW XTO _.._. a FILL FILL. LAI.I..Y COL. 1 C OIC(TYPICAL) 1 r 1 1 4. L _ 1 F u L N_ Y 12" T141� K 1 t:),r x 8 a _ -6" NEW 6" " Br AM / ---- LGENERAL 1. ALL WORK SHALL CONFORM T O THE MASSACHUSETTS STATE BUILDINI CODE 780 CMR 8th EDITION AND }11 c O ( ) r 1� ITS APPLICABLE REFERENCED STANDARDS. P to Y w EXIST, PAR TIAL 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY LL EXISTING CONDITIONS AND CIRAWLSPACE AREA c0,D CONCRETE FOOTING REINF.--..- POCKET FOR EXIST. E ENGINEER ALL OBSERVATIONS JLB/ )TLB (HIGH (HIGH FILL AREA) 2014-00105 v^(2}-#4 SO BARS MAIN BEAK? ABOVE 1 1 PLANS, USE DETAILS FOR THE MOST NEARLY SIMILAR CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. REPORT ANY COORDINATION ISSUES IMMEDIATELY TO THE ARCHITECT FOR REVIEW. 4. IT IS THE RESPONSE ILITY OF THE GENERAL CONTRACTOR TO PROVIDI FOR A SAFE AND EFFICIENT NEW FULL 8" 1 fi 1 EXIST. SHALLOW CMU EXIST. LOWCMU � NF. LL REIPd= FOUNDATION WAWAL FOUNDATION WALL TO FLET. WALL (TYP.) ;v/',' VERT. BARS (n 48" O FLOOR LIVE LOAD RE `AIN: (T?`PICAL) a. DWELLING AREAS ...................................................... (T'(P CAL; 1 I L. S LEEP:NG AREa S::............................................................... H CZH 2. LOW i _..._...._.- NEW 12" THICK x 2.O" vuHDF 1 'EXIST. SHALLOW CONC, WALL FILL �?, FILL WALL FOOTING REINF .1 1....... _.-SHALLOWCONC. FOOTING TO REMAIN (TYPICAL) K WIF #5 CONT. BCT. BARS (TYP.) 1 1 d. THERMAL FACTOR Ct............................................................1.1 `- MODIFIED FOR SNOW DRIFT PER 780 CMR, 8TH EDITION ' v �; , ?cv�?•c<� ,,. ,. .. � � -. < .. - . , r'\�';?�:,,>;�..,,�tYvY�.i3 . �,Kry �:... :. xXZ'� fir,. _.._��' ., j� • C<.. ,f.E.- _ WIND LOAD (PER 780 CMR, 8TH EDITION) _._....__ Qm/M'vt k��.1 a. BASIC' 1'iINDSPEED (V)............................................................... 120 MPH _._.._... .. ____.... _.._. ...... .__..._.. .. L _ _ - ---°._.--,...----..,--.._,--„--.. --- c. ':11ND EXPOSURE CATEGORY ................................................ NEW': x 12 DOVv`ELS NEa"Y' SHALLOW CONIC 12" O.C. (VERTICALLY) 'C A SYSTEM D?_,.iGN h,ETHOD .................. ............................ ENTRY STOOP TO REPLACE DRILLED & r ROUTED PER IBC 2009 EXIST. REMOVED (TYPICAL) INTO EXIST. FIND. WALT. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND 301 REQUIREh1ENTS. THIS SHALL INCLUDE EXIST. SHALLOW - NEW DEEP - PROCEDURES. FOUNDATION 2. FOUNDATION FOUNDATION SCALE: V _ T.6" NOTES: 1. COOK=:). ALL FINISH DETAILS IVITH ARCHITECTURAL DRAWINGS. 2. COORD, ALL DIMENSIONS WITH AR.CHiTECTURAL DRAWINGS 3. COORD. ALL FLOOR ELEVA;TION<S WiT H ARCHI ECTURAL DR.AW!NGS. t. BOTTOM OF ALL KIEV✓ CXTERIOR FOOTINGS SHALL BE LOCATED A MINIMUM 4' ODLOW FINISH GRADE. EXIST. MAIN CENT I_R BEAM USE SI PSONS TCC i !7 LALLY COLUMN CAP I e. Vr R;FY NE..V LALLY COL. IN F;EL.D -Ni,� ,, USE STANDARD LALLY COL. BASE: -- '- , Ali I r S C;}tNCREIEFOOTING � ' {2)-#5 BUT. BARS III I t.� � I -9 (_.. 6:. COMPACTED CRUSHED STONE EA WAY (TYP.) �1 VIRGIN SOIL OR ENGINEERED �I I = I FILLT O FIRIM BEARING - SES PLAIN J •9 • if NEW CONDITIONS a z LU ea °K az z z0 1C MIL. VAPOR BARRIER MID -DEPTH. "USE 6x6-W1.4xW1.4W%NF@4" SLAB F 'BOLSTERS AS REO'D i _- - 4<, CONCRr DE SLAB - 2" COMPACTED SAND -- 6" COrAPACTED CRUSHED STONE VIRGIN SOIL OR ENGINEERED FILL TO FIRM BEARING '00 .0.0e6f�iAilal f?i �.jpp°.FfllITI4 REVIEWED FOR BUILDING AND ZONING CANCE. ERRORS OCF { APPLICANT FROM THE OI,HE REESPONSIBILITY OF 'AS B"''' T (TYPICAL, UNLESS NOTED OT'aERWtISE) COMPLIANCE. DATE:TY"P • CON S BUILDING OFFICIAL ON Grx/-kDE ------ I €® �► NO SCALE FILE 030PY _11 _=71 Consulting Stmdural Eng neering & Project Management Serves Seventeen Grove Stwt • Fall River, AIA 02720 Ph: (401) 489-8721 • vwwbouayconsult ngram STAMP: SHEET TITLE: SHEET CONTENTS: FOUNDATION PLAN & DETAILS SCALE: 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY LL EXISTING CONDITIONS AND DIMENSIONS AS THEY TO NEW CONSTRUCTION. REPORT TO E ENGINEER ALL OBSERVATIONS JLB/ )TLB AND ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2014-00105 3. WHERE DETAILS FOR SPECIFIC CONDITIONS ARE NOT SHOWN ON THESE PLANS, USE DETAILS FOR THE MOST NEARLY SIMILAR CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS AS DETERMINED BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. REPORT ANY COORDINATION ISSUES IMMEDIATELY TO THE ARCHITECT FOR REVIEW. 4. IT IS THE RESPONSE ILITY OF THE GENERAL CONTRACTOR TO PROVIDI FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING ALL ONSTRUCTION PHASES. SUBMIT AN OUTLINE DF PROPOSED PROCEDURE TO THE ARCHITECT/ENGINES I BEFORE CONSTRUCTION COMMENCES - II. DESIGN LOADS 1. FLOOR LIVE LOAD a. DWELLING AREAS ...................................................... 40 PSF L. S LEEP:NG AREa S::............................................................... 30 PSF 2. ROOF LIVE LOAD P�R78,3 CMR 8TH EDITION ( , ) a. GROUND SNOVv LOAD, Pg ....................................................... 35 PSF" b. SNOW EXPOSURE FACTOR, Ce... ..... ...... .......................... 1<0 c. SNOW LOAD IMPORTANCE FACTOR, Is ................................... 4.0 d. THERMAL FACTOR Ct............................................................1.1 `- MODIFIED FOR SNOW DRIFT PER 780 CMR, 8TH EDITION 3. WIND LOAD (PER 780 CMR, 8TH EDITION) a. BASIC' 1'iINDSPEED (V)............................................................... 120 MPH b. WIND LOAD IP.IPORTANCE FACTOR, IW .................................... 1.00 c. ':11ND EXPOSURE CATEGORY ................................................ B d. MAIN WIND FOr,CE RESISTING 'C A SYSTEM D?_,.iGN h,ETHOD .................. ............................ METHOD (PER ASCE 7-05) e. COMPONENTS .AND CLADDING LOADS .................................... PER IBC 2009 Ili, CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND 301 REQUIREh1ENTS. THIS SHALL INCLUDE PROPORTIONING OF CONCRETE MIX, CONCRETE TESTING, PLACEMEN OF CONCRETE, AND CURING PROCEDURES. 2. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE ST RENGTH OF 3000 F SI 3. A'..?. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 ND HAVE THE FOLLOWING MINIMUM YIELD STRENGTH (UNLESS NOTED OTS iERW'ISE): a. MAIN REINFORCING' STEEL.. ..... I ...... ......... 60 KSI 6. WELDED WIRE FABRI%SHALL BE IN ACCORDANCE WITH ASTN•1 A185. 7. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING MINIMUM RE€ FORCING COVER: a. FOOTINGS........-............................................................................ 3 1NCHES b. CONCRETE EXPOSED TO WEATHER OR EARTH ...................... 2 1NCHES c. SLABS ON GRADE (WWF).............................................................. SEE TYPICAL DETAILS 9. REINFORCING LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI -318 FOR TENSION LAP SPLICES, CLASS B, UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCING IN PERIMETEIR WALLS SHALL BE LAPPED 24" h'IINIMU1:4. 10. PROVIDE CORNER BARS AT ALL WALL CORNERS & INTERSECTIONS M CHiNG HORIZONTAL REINFORCEMENT W!TF 2-6' MINIMUM LAPS. 11 B' CE ALL SLABS PER�CI 301 AND ACI 302.1r96 SPECIFICATIONS. UNI -SS NOTED OTHERWISE, PROVIDE A ?iIF'I �; L1Pt r t "� i=Lr ,IEsc Ff-25, AND, AT SLfiBS QF. GR".^� >�: A+€ti[tI?UM FLOOP. LE`lrLN:ESS F€=25. 4:2. PROVIDE SAWCU T JO:?QTS :N ALL SLABS USING AN EARLY-ENTRYSNA' NITHiN 4 HOURS OF PLACEMENT. PROVIDE SAWCUTS Ct10'z O.C. IMAX., UNLESS NOTED OTHERWISE. 13. SUBMIT SHOP DRA` ,'i`iGS FOR REVIEW (SEE SECTION "I. GENERAL M FOUNDATIONS 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTI G "DIG SAFE" AS WELL AS ALL APPROPRIATE ADEN' c:3 AND M:INICIPALITIES TO AVOID DAMAGE TO UNDERGROUND UTILITIES PRIOR TO THE START OF ANY SI -E V;ORK. 2. BOTTOMS OF ALL NEVI EXTERIOR FOOTINGS SHALL BEA MINIMUM OF 's)" BELOW FINISH GRADE. 3, REMOVE ALL TOPSOIL. EXISTING FILLS, OR PLACING NEW FOOTIN;S. ,rG� 03 'DISTURBED SOILS PRIOR TO OR r9�2' � v 4, ALL SOIL PREPARATION UNDER THE BUILDIN IE DIRECTION OF THE GEOTECHNICAL ENGINEER. THIS INCLUDES. SOILS, COMPACTION OF EXISTING SOILS, SPEC ICATICNS AND PLACI_, ..ND ANY ADDITIONAL REQUIREMENTS. REFER TO THE GEOTECHNI c rUR MOR INFORMATION REGARDING SUBSURFACE PREPARiT:ON. 5. ALL BOTTOMS OF F007tCS SHALL BEAR ON VIRGIN SOIL WITH A MINIMUM BEARING CAPACITY OF 4000 PSF (TO BE VERIFIED M AP.E. DURING CONSTRUCTION), OR SHALL BEAR ON ENGINEERED FILL. THE ENGINEERED FILL SHA L EE COMPACTED IN 8" LOOSE LAYERS TO 95%bF THE SPECIFIED MAXIMUM DRY DENSITY AS ESTABLISFED EY ASTM D-1557-78, METHOD D. THE COWACTiON SHALL BE DETERMINED BY AST M DESIGNATION D'556-82. D2167-66, D2922-81, OR OTHER APPROV ED NUCLEAR DENSITY TESTING DEVICE. 6. ENGINEERED FILL UNC:RE_AES AND FOOTINGS SHALL CONSIST OF G ANULAR SOIL FREE OF ORGANIC MATTER AND CONFOMIING TO THE FOLLOWING LIMITATIONS ON GRADATION: a. MAXIMUM SIZE C= PARTiCLES................................................ 3 INCHES b. RETAINED ON 3< SIEVE........................................................ 30% MAXIMUM C. PASSING NO. 102 SI -'E ...- .... ......................................... I..... 45% MAXIMUM d. PASSING NO. 20CS .'E ................................................ 8% MAXIMUM 7. SUBMIT REINFORCING :TEE_ S''0= CRA'.:'INGS FOR REVIEW (SEE SEC ION 'T GENERAL-).. 1C MIL. VAPOR BARRIER MID -DEPTH. "USE 6x6-W1.4xW1.4W%NF@4" SLAB F 'BOLSTERS AS REO'D i _- - 4<, CONCRr DE SLAB - 2" COMPACTED SAND -- 6" COrAPACTED CRUSHED STONE VIRGIN SOIL OR ENGINEERED FILL TO FIRM BEARING '00 .0.0e6f�iAilal f?i �.jpp°.FfllITI4 REVIEWED FOR BUILDING AND ZONING CANCE. ERRORS OCF { APPLICANT FROM THE OI,HE REESPONSIBILITY OF 'AS B"''' T (TYPICAL, UNLESS NOTED OT'aERWtISE) COMPLIANCE. DATE:TY"P • CON S BUILDING OFFICIAL ON Grx/-kDE ------ I €® �► NO SCALE FILE 030PY _11 _=71 Consulting Stmdural Eng neering & Project Management Serves Seventeen Grove Stwt • Fall River, AIA 02720 Ph: (401) 489-8721 • vwwbouayconsult ngram STAMP: SHEET TITLE: SHEET CONTENTS: FOUNDATION PLAN & DETAILS SCALE: AS NOTED DATE: 03-30-201 DRAWNMHECKED: JLB/ )TLB PROJECT NUMBER: 2014-00105 SHE 1 OF 1 SHEET NUMBER: