23A-005 36meadowst_florence-GENERAL_INFO_A0283'114'180'1
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'20'27'-6"BUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOSTEXISTINGHOUSEPROPOSEDADDITIONPROPOSED CONVERSION OFEXISTING PORCH TO LIVINGSPACEME
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T EXISTINGBARNEXISTINGBARNEXISTINGGARAGEMEADOW AVE36 MEADOW ST.FOUNDATION NOTES:GENERAL CONTRACTOR TO ENSURE THAT ALL MATERIALS AND METHODS USED IN THE DEVELOPMENTOF THIS PROJECT ARE WITHIN STRICT COMPLIANCE OF ALL GOVERNING MUNICIPAL CODES (LOCALCITY, STATE, AND FEDERAL).1. ALL CONCRETE TO ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 28 DAYS OF PLACEMENT.2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL OR PROPERLY COMPACTED STRUCTURAL FILL WITHA MINIMUM PRESUMPTIVE SOIL BEARING CAPACITY OF 3000 PSF.3. ALL STRUCTURAL FILL UNDER FOOTINGS AND SLABS SHALL BE CLEAN, WITH NO ORGANICMATERIAL, CLAY, OR SILT, OR CONSTRUCTION DEBRIS. ALL STRUCTURAL FILL SHALL BE COMPACTED.4. ALL STRUCTURAL FILL TO BE COMPACTED IN LIFTS OF NOT MORE THAN 12".5. ALL FOOTINGS TO EXTEND BELOW FROST LINE / FINISH GRADE A MINIMUM OF 4'6. ALL UNDER SLAB VAPOR BARRIERS TO BE 6 MIL. POLYETHYLENE FILM MINIMUM.7. ALL FOUNDATION DAMP PROOFING TO BE BRUSH APPLIED (ASPHALTIC) FROM TOP OF FOOTING TOFINISH GRADE.8. ALL ANCHOR BOLTS TO BE 12 " X 12" @ 6' - 0" O.C. MAXIMUM AND TO PROJECT 4" ABOVE TOP OFWALL. MINIMUM OF TWO BOLTS PER SILL PLATE.GENERAL NOTES:1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AND REGULATION.2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE THE PRINTS.WRITTEN DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DIMENSIONS.3. CONTRACTOR TO PATCH ALL AREAS AROUND DEMOLITION TO MATCH EXISTING. INCLUDES WALLS,FLOORS, CEILINGS, TRIM, ETC.4. ALL WOOD, CONCRETE AND STEEL STRUCTURAL MEMBERS SHALL BE OF GOOD GRADE AND QUALITYAND MEET ALL NATIONAL, STATE AND LOCAL BUILDING CODES WHERE APPLICABLE.EXISTING CONDITIONS:1. EXISTING BUILDING ELEMENTS (FOUNDATION, FRAMING, ARCHITECTURAL FINISHES, ETC.) SHOWN ONTHESE DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. THIS INFORMATION IS PRESUMEDCORRECT, BUT NOT GUARANTEED. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL VERIFYALL CONDITIONS AND REPORT ANY DISCREPANCIES TO THE HOMEOWNER BEFORE PROCEEDING WITHWORK2. EXISTING FRAMING AND FOUNDATION ELEMENTS / CONDITIONS CONCEALED BY ARCHITECTURAL FINISHES HAVE NOT BEEN INSPECTED. IF THE CONTRACTOR EXPOSES FRAMING OR FOUNDATION ELEMENTS / CONDITIONS THAT ARE DAMAGED OR OTHERWISE APPEAR DEFICIENT, HE SHALL REPORTTHESE CONDITIONS TO THE OWNER FOR REVIEW AND / OR DIRECTION.3. A COMPLETE STRUCTURAL ASSESSMENT OF THE EXISTING FRAMING TO DETERMINE THE CAPACITY OFALL EXISTING MEMBERS HAS NOT BEEN PERFORMED. THE CONTRACTOR SHALL NOTIFY THE OWNER OFANY MEMBERS THAT RECEIVE ADDITIONAL LOADING FROM THE PROPOSED RENOVATIONS, WHICH ARENOT CURRENTLY SHOWN AS SUCH ON THESE DRAWINGS, FOR REVIEW AND / OR DIRECTION BEFOREPROCEEDING WITH WORK.4. AN EVALUATION OF THE CONDITION AND CAPACITY OF THE EXISTING FOUNDATION AND SOIL BEARING CAPACITY HAS NOT BEEN PERFORMED. THE CONTRACTOR SHALL PERFORM AN INSPECTIONOF THE FOUNDATION BEFORE PROCEEDING WITH THE WORK AND NOTIFY THE OWNER OF ANY DEFICIENCIES OBSERVED.DRAWING LIST:A-OGENERAL INFORMATIONA-1DEMOLITION PLANSA-2FOUNDATION PLANSA-3MAIN LEVEL FLOOR PLANA-4WALL SECTIONSA-5WALL SECTIONS & ELEVATIONA-6 WALL SECTIONS & ELEVATION SITE DIAGRAM1A-0 SCALE: DO NOT SCALEA-0MEADOW ST.ADDITION ANDALTERATIONSALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361
36 MEADOW ST.
FLORENCE, MA 01062 WOOD FRAMING NOTESTHE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY.1. ALL FRAMING LUMBER TO BE NO.2 DOUGLAS FIR (OR BETTER) WITH AN ALLOWABLE UNFACTOREDBENDING STRESS OF 850 P.S.I.2.ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW.3.ALL HEADERS SHALL BE 3-2X10'S WITH 1/2" PLYWOOD FLITCH PLATE UNLESS OTHERWISE NOTED.4.FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER ALL PARTITION WALLS PARALLEL TO JOISTDIRECTION UNLESS OTHERWISE NOTED.5.ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE) SHALL BE BRACED WITH 1/2" CDX PLYWOOD. NAILINGSCHEDULE SHALL BE 8D COMMONS AT 6" O.C. AT ALL EDGES AND 8D COMMONS AT 12" O.C. AT ALLINTERMEDIATE STUDS.6.ALL COLUMNS OR SOLID FRAMING THAT EXTEND DOWN THRU ALL LEVELS AND TERMINATE AT THEBASEMENT FLOOR SHALL BE SUPPORTED BY A THICKENED SLAB, GRADE BEAM, AND/OR FOOTINGDESIGNED TO CARRY LOAD.7.ROOF DECK SHALL BE 1/2" CDX PLYWOOD MINIMUM.8.ALL WOOD THAT COMES IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.9.PROVIDE SOLID BLOCKING ABOVE ALL BEAMS AND BEARING WALLS.10.ALL MULTIPLE MEMBER LVL BEAMS TO BE JOINED AS SPECIFIED BY MFG.11.WHERE PRE-ENGINEERED FLOOR, ROOF TRUSSES, AND LVL BEAMS ARE USED, MANUFACTURER MUSTPROVIDE SHOP DRAWINGS AND CALCULATIONS WHICH BEAR SEAL OF REGISTERED ENGINEER IN STATEIN WHICH WORK IS TO BE PERFORMED.APRIL 9, 2018N