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107 Mason St. Submitted PLANSSURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: OWNER: ARCHITECTURE : FLOW DESIGN ARCHITECTS 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978-498-4370 AERIAL VIEW GENERAL INFORMATION PERSPECTIVE VIEWPROJECT TEAM FOR ILLUSTRATION PURPOSES ONLY SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 TITLE SHEET JD DF 23167 T-100 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 FLOW PROJECT #23167 PERMIT SET 07.06.2023 107 MASON ST. SALEM, MA 01970 PROJECT LOCATION THE EXISTING PROPERTY AT 107 MASON ST. IS A THREE- STORY WOOD FRAMED STRUCTURE. THE EXISTING RESIDENCE IS APPROXIMATELY 30'-0" TALL AND THE CURRENT USE FOR THE PROPERTY IS THREE-FAMILY RESIDENTIAL. THE PROJECT SCOPE INCLUDES THE ADDITION OF A SECONDARY MEANS OF EGRESS. N.T.S 107.06.2023PERMIT SET ABBREVIATIONS A.C.P. ACOUSTIC CEILING PANEL A/C AIR CONDITION A.F.F. ABOVE FINISH FLOOR ALUM ALUMINUM A.B. ANCHOR BOLT &AND ANGLE APPROX. APPROXIMATELY ARCH ARCHITECTURAL A&G ASPHALT & GRAVEL BL BASE LINE B.PL BASE PLATE BEAM BEAM BPC BED PAN BLK'G BLOCKING B.S. BOTH SIDES B.W. BOTH WAYS BOT BOTTOM BRK. BRICK BLD'G BUILDING B/ BOTTOM OF - - - CPT. CARPET CLG CEILING CL CENTER LINE C.T.C. CERAMIC TILE COVE C.T. CERAMIC TILE CERM CERMAGUARD C.F. CEMENT FIBERBOARD C.L.F. CHAIN LINK FENCE CR CHAIR RAIL C.O. CLEAN OUT CLR. CLEAR(ANCE) CLSR. CLOSER CLS. CLOSET CHK COAT HOOK COL. COLUMN C.M. COCOA MAT CONC CONCRETE C.B. CONCRETE BLOCK CONC. BD. CONCRETE BOUND C.M.U. CONCRETE MASONRY UNIT CONSTR. CONSTRUCTION CONT. CONTINUOUS C.J. CONTROL JOINT C.G. CORNER GUARD CORR. CORRIDOR CTSK. COUNTERSUNK CRS. COURSE CYL. CYLINDER C/H CEILING HEIGHT DEPT DEPARTMENT DEP DEPRESSION DIAG DIAGONAL DIAMETER, ROUND DIM DIMENSION DO. DITTO DR DOOR D.L. DOCK LEVELER D.A. DOUBLE ACTING D.S. DOWNSPOUT D. DRAIN DWG. DRAWING D.W. DRYWALL EA. EACH E.F. EACH FACE E.W. EACH WAY ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER ELEV. ELEVATOR, ELEVATION EL. ELEVATION ENCL. ENCLOSE, ENCLOSURE ENG. ENGINEER(ING) ENT ENTRANCE EQ. EQUAL EQUIP EQUIPMENT EXIST EXISTING EXP EXPANSION, EXPOSED E.B. EXPANSION BOLT E.J. EXPANSION JOINT EXTER EXTERIOR F.B. FACE BRICK F/ FACE OF - - - F. TO F. FACE TO FACE FT. FEET, FOOT F.W. FIELD WELD FIN. FINISH F.E.C. FIRE EXTINGUISHER CABINET F.H.C. FIRE HOSE CABINET FLASH'G FLASHING FLR. FLOOR FLR'G FLOORING F.D. FLOOR DRAIN FLUOR. FLUORESCENT FTG FOOTING FRT FIRE RETARDANT TREATED FDN. FOUNDATION F/H FULL HEIGHT FUS.LINK FUSIBLE LINK GA. GAGE OR GAUGE GALV GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS GB GRAB RAIL GYP. BD. GYPSUM WALLBOARD G.W.B. GYPSUM WALLBOARD HDCP HANDICAP HDWR HARDWARE H.D. HEAVY DUTY HGT. , HT. HEIGHT H.C. HOLLOW CORE H.M. HOLLOW METAL HORIZ. HORIZONTAL KKIP LBL. LABEL LAV. LAVATORY LG LENGTH, LONG LT'L LINTEL LVR. LOUVER L.P. LOW POINT M.H. MANHOLE MMARBLE MAS. MASONRY M.O. MASONRY OPENING MAT'L MATERIAL MECH. MECHANICAL MT'L MATERIAL MIN. MINIMUM MISC. MISCELLANEOUS MTG. MOUNTING NOM. NOMINAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO., # NUMBER NC NURSE CALL OFF. OFFICE O.C. ON CENTER OP'G OPENING OPP. OPPOSITE OZ. OUNCE O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.A. OVERALL O.H.D. OVERHEAD DOOR OFI OWNER FURNISHED AND INSTALLED OFCI OWNER FURNISHED CONTRACTOR INSTALLED PT. PNEUMATIC TUBE SYSTEM PTD. PAINTED PNL. PANEL P/H PARTIAL HEIGHT P.F. PARTICLE FILLED PTN. PARTITION PLAS. PLASTIC PL. PLASTICL P.LAM. PLASTIC LAMINATE PLUM. PLUMBING LB. POUND P.S.I. POUNDS / SQUARE INCH P.S.F. POUNDS / SQUARE FOOT PREF. PREFINISHED P.M. PRESSED METAL PROP. PROPERTY / PROPOSED Q.T. QUARRY TILE Q.T.C. QUARRY TILE COVE R. RADIUS / RISER REC RECEPTICLE / ELECTRICAL RTPH REF REFERENCE REINF REINFORCE(ING) REM REMOVE REQ'D REQUIRED REV. REVISION / REVERSE R.F. RIGID FRAME RD. ROAD R.D. ROOF DRAIN R.W.L. RAIN WATER LEADER RGH. ROUGH SECT SECTION S.S. SERVICE SINK S/S STAINLESS STEEL SH.V. SHEET VINYL S.W. SHOP WELD SL.DR. SLIDING DOOR S.C. SOLID CORE SPEC. SPECIFICATION SPR. SPRINKLER SQ. FT. SQUARE FEET STD. STANDARD ST'L STEEL STRUC. STRUCTURAL SUSP SUSPENDED SYMM. SYMMETRICAL TELE TELEPHONE TLB THOUSAND POUND THR'D THRESHOLD TOIL. TOILET T/ TOP OF - - - TB TOWEL BAR TRU-GLZ TRU-GLAZE T. TREAD TYP. TYPICAL UC. UNDERCUT UNF UNFINISHED U.N.O UNLESS NOTED OTHERWISE V.P. VENT PIPE VERT. VERTICAL VIN. VINYL V.I.F. VERIFY IN FIELD V.C.T. VINYL COMPOSITION TILE V.B.C. VINYL BASE COVE V.B.S. VINYL BASE STRAIGHT V.T.R. VENT THRU ROOF V.W.C. VINYL WALL COVERING WSCT WAINSCOT W.C. WATER CLOSET WT WEIGHT W.W.F. WELDED WIRE FABRIC W.G. WIRE GLASS W.M. WIRE MESH W/ WITH W/O WITHOUT WD. WOOD WB. WOOD BASE W.P. WORKING POINT W.P. WATER PROOF CODES & STANDARDS INTERNATIONAL ENERGY CONSERVATION CODE- 2021 EDITION W/ MA. AMENDMENTS Energy INTERNATIONAL RESIDENTIAL CODE - 2015 WITH MA. AMENDMENTS 780 CMR 51 Residential Code GENERAL LEGEND 14 DEMOLITION NOTE KEY EXISTING DOOR TO BE REMOVED EXISTING PARTITION TO BE REMOVED EXISTING DOOREXISTING PARTITION EXISTING GLAZINGEXISTING WALL PROTECTION X XX X X XX X SECTION REFERENCE NUMBER SECTION REFERENCE SHEET DETAIL REFERENCE NUMBER DETAIL REFERENCE SHEET EXIT HANDRAIL/CRASHRAI L IN CORRIDOR (SEE DETAIL 9/A703). 6" CHAIR RAIL, ACROVYN PROTECTION BOARD, 6" VYNIL BASE IN ALL PATIENT ROOMS (SEE ELEVATIONS). STRUCTURAL FLOOR FILL AT SLAB. SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT INFORMATION XX X NEW DOOR WITH REFERENCE NUMBER NEW PARTITION TYPE NEW GLAZING WITH REFERENCE NUMBER NEW WALL PROTECTION X X SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated SHEET LIST, NOTES AND LEGENDS JD DF 23167 T-101 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 SHEET LIST SHEET NUMBER SHEET NAME INITIAL ISSUE DATE DESCRIPTION TITLE SHEETS T-100 TITLE SHEET 07.06.2023 PERMIT SET T-101 SHEET LIST, NOTES AND LEGENDS 07.06.2023 PERMIT SET STRUCTURAL PLANS S-100 DECK FRAMING PLAN & DETAILS 07.06.2023 PERMIT SET EXISTING ARCHITECTURAL AEX-100 EXISTING PLANS 07.06.2023 PERMIT SET DEMO ARCHITECTURAL AD-100 DEMO PLANS 07.06.2023 PERMIT SET ARCHITECTURAL A-100 EXISTING & PROPOSED SITE PLAN 07.06.2023 PERMIT SET A-101 PROPOSED STAIRS FLOOR PLAN 07.06.2023 PERMIT SET A-201 PROPOSED 3D VIEWS 07.06.2023 PERMIT SET A-301 STAIR SECTIONS 07.06.2023 PERMIT SET A-500 STAIRS SECTIONS AND DETAILS 07.06.2023 PERMIT SET PROPERTY INFORMATION DESCRIPTION REQUIRED EXISTING PROPOSED PROPERTY INFO Year Built 1909 2023 Parce ID 16-0361-0 District R2 Sub-District N/A ZONING INFO MIN LOT AREA (sqft) 15000 3082 SF 3082 SF LOT FRONTAGE MIN 100 42' 42' FAR MAX N/A N/A N/A BLDG HEIGHT MAX 35' 35' 35' BLDG STORIES MAX 2.5 2.5 2.5 SETBACK REAR 30 24'-10" 17'-3" SETBACK SIDE 10 1'-2" 1'-2" SETBACK FRONT 15 2'-10" 2'-10" REAR YARD MAX. % OCCUPANCY BY ACCESSORY BLDG N/A N/A N/A 107.06.2023PERMIT SET EXISTING WALL, VERIFY CONSTRUCTION IN FIELD IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTOR TO REVIEW EXISTING CONDITIONS OF THE BUILDING AND TO INFORM THE ARCHITECT OF ANY DISCREPANCIES IN THE DOCUMENTS. EXISTING CONDITIONS GENERAL NOTES PARTITION EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING FIRST LEVEL 0' -0" SECOND LEVEL 9' -0" THIRD LEVEL 18' -0" ROOF LEVEL 27' -0" SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated EXISTING PLANS JD DF 23167 AEX-100 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 3/8" = 1'-0"1 EXISTING FIRST FLOOR PLAN. 3/8" = 1'-0"2 EXISTING SECOND FLOOR PLAN. 3/8" = 1'-0"3 EXISTING THIRD FLOOR PLAN 1/2" = 1'-0"4 EXISTING ELEVATION EAST. 107.06.2023PERMIT SET EXISTING TO BE REMOVED ITEM TO BE REMOVED EXISTING TO REMAIN EXISTING TO BE REMOVED 1. ALL INTERIOR DIMENSIONS ARE TO INTERIOR FACE OF GWB. U.N.O. 2. PROVIDE BLOCKING AT ALL WALLS W/ WALL MOUNTED FIXTURES AND ACCESSORIES. TYP. 3. CONFIRM CEILING HEIGHTS IN FIELD. GENERAL NOTES GENERAL DEMOLITION NOTES: 1. REMOVE AND DISPOSE EXISTING INTERIOR PARTITIONS AS INDICATED ON THE PLAN 2. REMOVE AND DISCARD EXISTING INTERIOR DOORS AND FRAMES AS INDICATED ON THE PLAN. 3. PATCH AND MATH CEILINGS AS NEEDED. CONFIRM AND COORDINATE WITH OWNER . 4. PATCH AND REPAIR EXISTING WALLS TO REMAIN AS REQUIRED. 5. PATCH AND REPAIR WALLS AND FINISHED ADJACENT TO AREAS OF DEMOLITION AS REQUIRED. 6. COORDINATE REMOVAL AND RELOCATION OF EXISTING FURNITURE WITH OWNER. 7. REMOVE AND DISCARD ANY EXISTING MILLWORK. CONFIRM AND COORDINATE WITH OWNER . 8. PROTECT ALL AREAS NOT BEING AFFECTED BY DEMOLITION. 9. REMOVE FOR REUSE & STORAGE ALL EXISTING LIGHT FIXTURES.CONFIRM AND COORDINATE WITH OWNER . 10. OWNER, GC, AND ARCHITECT TO WALK THROUGH AND MARK ALL EXISTING OUTLETS/DATA PORTS TO REMAIN. THESE OUTLETS/DATA PORTS MAY REQUIRE NEW PLATES AND/OR DEVICES. 11. GC TO PERFORM EXPLORATORY PROBES AT THICKENED W ALL AREAS TO CONFIRM NO STRUCTURAL COLUMNS, DUCTS, PLUMBING, OR CHASES EXIST IN THESE CAVITIES PRIOR TO GENERAL DEMOLITION. 12. GC TO CUT BACK AND CAP ALL UNUSED WATER SUPPLY LINES BACK TO SOURCE. 13. REVIEW SPECIFICATIONS FOR ADDITIONAL DEMOLITION NOTES. NOTE: COORDINATE WITH OWNER FOR SALVAGE ITEMS. REMOVE AND DISPOSE OF EXISTING WOOD RAILING, TYP. EXISTING BUILDING REMOVE AND DISPOSE OF EXISTING WOOD RAILING, TYP. EXISTING BUILDING REMOVE AND DISPOSE OF EXISTING WOOD RAILING, TYP. EXISTING BUILDINGFIRST LEVEL 0' -0" SECOND LEVEL 9' -0" THIRD LEVEL 18' -0" ROOF LEVEL 27' -0" REMOVE AND DISPOSE OF EXISTING WOOD RAILING, TYP. REMOVE AND DISPOSE OF EXISTING WOOD RAILING, TYP. REMOVE AND DISPOSE OF EXISTING WOOD RAILING, TYP. SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated DEMO PLANS JD DF 23167 AD-100 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 3/8" = 1'-0"1 DEMO FIRST FLOOR PLAN 3/8" = 1'-0"2 DEMO SECOND FLOOR PLAN 3/8" = 1'-0"3 DEMO THIRD FLOOR PLAN 1/2" = 1'-0"4 DEMO ELEVATION EAST 107.06.2023PERMIT SET SITE PLAN LEGEND PROPERTY LINE SETBACKS NOT IN SCOPE EXISTING PROPOSED 0 8'12'16'4' Graphic Scale: 1/4 inch = 0 feet P r oje ct N o rt h N SURVEY INFORMATION BASED OF SURVEY PREPARED BY ?????? PARCEL ID# ?????????? 0 16'24'32'8' Graphic Scale: 1/8 inch = 0 feet EXISTING BUILDING PROPOSED STAIR R E Q U I R E D 3 0 ' - 0 " REQUIRED 10' - 0" REQUIRED 15' - 0" REQUIRED 10' - 0" P R O V I D E D 1 7 ' - 3 1 /2 " EXISTING BUILDING REQUIRED 10' - 0" REQUIRED 10' - 0" R E Q U I R E D 3 0 ' - 0 " REQUIRED 15' - 0" SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated EXISTING & PROPOSED SITE PLAN JD DF 23167 A-100 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 1/4" = 1'-0"1 PROPOSED SITE PLAN 1/4" = 1'-0"2 EXISTING SITE PLAN 107.06.2023PERMIT SET UP DN EXISTING BUILDING NEW EXTERIOR DECK FINISH TO BE DETERMINED BY THE OWNER NEW P.T. POST 6 X 6 TYP NEW STAIRS , TYP. NEW GUARDRAIL MIN HEIGHT 36", TYP. 15' - 5 3/4" 2' - 11"6' - 11"4' - 11 3/4" 7' - 8 " 6' - 2 " 2 A-301 A B C D 1 EXISTING BUILDING 2' - 11"6' - 11"4' - 11 3/4" 7' - 8 " 3' - 7 " 15' - 5 3/4" NEW EXTERIOR DECK FINISH TO BE DETERMINED BY THE OWNER NEW P.T. POST 6 X 6 TYP UP NEW STAIRS , TYP. NEW GUARDRAIL MIN HEIGHT 36", TYP. 6' - 2 " 2 A-301 A B C D 1 EXISTING BUILDING NEW EXTERIOR DECK FINISH TO BE DETERMINED BY THE OWNER NEW STAIRS, TYP. NEW GUARDRAIL MIN HEIGHT 36", TYP. 15' - 5 3/4" 3' - 5" CLEAR 0' - 11" TYP 7' - 8 " 6' - 2 " 9' - 11"5' - 6 3/4" CL E A R 3' - 3 " CL E A R 3' - 5 " 0' - 6 " 1' - 0" MIN. 6' - 4 3/4" A B C D 1 2x12 1/2" Round Nosing Max. Treads & Risers to meet ADA & MAAB requirements Ma x . 7" Min. 11" 6 0 . 0 0 ° Max 1 1/2" 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. 2. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE CODES AND REGULATIONS. 3. CONTRACTOR SHALL INFORM ARCHITECT OF ANY ERRORS OR DEVIATIONS PRIOR TO CONTINUING WORK. 4. CONTRACTOR SHALL COORDINATE WITH EACH SUB- CONTRACTOR AND ENSURE TO MEET ALL CODE AND SAFETY REQUIREMENTS. 1. ALL INTERIOR DIMENSIONS ARE TO INTERIOR FACE OF GWB. U.N.O. 2. PROVIDE BLOCKING AT ALL WALLS W/ WALL MOUNTED FIXTURES AND ACCESSORIES. TYP. 3. CONFIRM CEILING HEIGHTS IN FIELD. GENERAL NOTES: GENERAL CONTRACTOR NOTES: NEW WALL EXISTING & NEW WALLS EXISTING TO REMAIN 6"x6" POST 2"x4" BOTTOM RAIL 2"x10" TOP RAIL 2"x4" SIDE RAIL 2"x4" SUB RAIL 2"x4" SUPPORT BLOCK WALL DECK FLOOR 2"x4" 2"x2"x36" PICKET 2"x4" SIDE RAIL 2"x4" SUB RAIL 2"x10" CAP 48 " 39 "35 1/2'' 3" MAX. 5/4"x6" PREASSURE TREATED WOOD LEAVE SPACE BETWEEN PLANKS FOR DRAINAGE JOIST 2"x10" DOUBLE END JOIST 2"x10" DOUBLE HEADER 6"x6" POST NOTCHED AND BOLTED TO HEADERS AND JOISTS ∅12" CONCRETE FOOTING 2"x10" JOISTS @ 16" O.C. 2"x10" DOUBLE HEADER 6"x6" POST POST NOTCHE AND BOLTED TO JOISTS AND HEADERS METAL ANCHOR SET IN CONCRETE 4' MIN FROST LINE FOOTING REST ON UNDISTURBED SOIL BELLOW FROST LINE 1 0 1_4" N.T.S. N.T.S. N.T.S. DETAIL -E- DETAIL F DETAIL B 6" EXPOSED TYP. SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated PROPOSED STAIRS FLOOR PLAN JD DF 23167 A-101 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 3/8" = 1'-0"2 PROPOSED SECOND FLOOR PLAN. 3/8" = 1'-0"1 PROPOSED FIRST FLOOR PLAN. 3/8" = 1'-0"3 PROPOSED THIRD LEVEL. 3/4" = 1'-0"5 NOSING DETAIL. 107.06.2023PERMIT SET 1/4" = 1'-0"4 RAILING AND DECK DETAILS. SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 PROPOSED 3D VIEWS JD DF 23167 A-201 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 1 EXISTING 3D VIEW 2 PROPOSED 3D VIEW 107.06.2023PERMIT SET FIRST LEVEL 0' -0" SECOND LEVEL 9' -0" THIRD LEVEL 18' -0" ROOF LEVEL 27' -0" BIG FOOT CONCRETE FOOTING W/12" SONOTUBE 48" BELOW FROST LINE TYP. NEW P.T. POST 6 X 6 TYP EX I S T I N G B U I L D I N G 4' - 9 1 / 2 " 0' - 1 0 " NEW GUARDRAIL MIN HEIGHT 36", TYP. NEW EXTERIOR DECK FINISH TO BE DETERMINED BY THE OWNER MI N 0' - 6 " 2 A-301 PT 2X10 LEDGER, PROVIDE FLASHING AT EXISTING EXTERIOR WALL INTERSECTION, TYP. PT 2X10 LEDGER, PROVIDE FLASHING AT EXISTING EXTERIOR WALL INTERSECTION, TYP. PT 2X10 LEDGER, PROVIDE FLASHING AT EXISTING EXTERIOR WALL INTERSECTION, TYP. 1 FIRST LEVEL 0' -0" SECOND LEVEL 9' -0" THIRD LEVEL 18' -0" ROOF LEVEL 27' -0" 1 A-301 ABCD BIG FOOT CONCRETE FOOTING W/12" SONOTUBE 48" BELOW FROST LINE TYP. NEW P.T. POST 6 X 6 TYP NEW GUARDRAIL MIN HEIGHT 36", TYP. MI N 0' - 6 " P.T 2X10 JOIST P.T 2X10 JOIST P.T 2X10 JOIST NEW P.T. POST 6 X 6 TYP 36 " M I N . 36 " M I N . NEW EXTERIOR DECK FINISH TO BE DETERMINED BY THE OWNER NEW EXTERIOR DECK FINISH TO BE DETERMINED BY THE OWNER NEW EXTERIOR DECK FINISH TO BE DETERMINED BY THE OWNER SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 1/2" = 1'-0" STAIR SECTIONS JD DF 23167 A-301 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 107.06.2023PERMIT SET 1/2" = 1'-0"1 SECTION 1 1/2" = 1'-0"2 SECTION 2 2X10 COMPOSITE RAIL 2X6 TOP RAIL CONTINOUS 3/4'' STRAPPING TYP 1X1 COMPOSITE BALLUST 4'' O.C 4X4 COMPOSITE POST KNOTCHED AT BASIE AND SECURED BETWEEN PERIMETER JOISTS AS INDICATED 2X4 COMPOSITE BOTTOM RAIL CONT. 3/4'' STRAPPING TYP 3' ' . 8 3 / 4 ' ' . 3' - 6 ' ' . (2x INDICATED) PT PERIMETER JOIST FASTENERS TO SECURE RAIL POSTS 1X12 COMPOSITE FASCIA BOARD SECTION @ DECK EDGE 1 1/2" PIPE HANDRAILS -TYP. AT N O S E O F T R E A D 2' - 1 0 " 2' - 1 0 " 3' - 6 " 0' - 1 1/2" CONTINUOUS GUARDRAIL AT LANDINGS AND FLIGHTS 1 1/2" DIA. PIPE HANDRAILS -TYPICAL 3/4" DIA. STL. ROD INTERMEDIATE BALUSTERS, 4" O.C. MAX -TYPICAL 1 1/2" DIA. STL. PIPE TOP RAIL AND POSTS -TYP. LANDING AT FLOOR LEVEL2' - 1 0 " 3' - 6 " 1 1/2" DIA. PIPE HANDRAILS -TYP. 1 1/2" DIA. STL. POSTS -TYP. LANDING 3/4" DIA. STL. ROD INTERMEDIATE BALUSTERS 4" O.C. - TYPICAL MIDDLE LANDING +/- 4' - 9 1/8" INSIDE FACE OF STAIR CORE WALL WALL MOUNTED BRACKET ATTACHMENT VARIES WITH WALL CONSTRUCTION HANDRAIL 1' - 0" 1' - 0" 0' - 11" NOTE: CONTRACTOR/INSTALLER TO COORDINATE HANDRAIL ATTACHMENT & BLOCKING WITH RESILENT CHANNELS ON DEMISING WALL TYPICAL 2' - 10" 7 A-500 WOOD GUARD RAILING 3 1/2" X 3 1/2" WOOD POST 1 1/2" DIAMETER HANDRAIL OR DESIRE. 3 1/2" X 3 1/2" WOOD POST MAX. 0' - 4" 2' - 10" 3 1/2" MAX. 3" 1 1/2" PROJECTION PER STANDARD BRACKETS 2 1/2" BRACKETS = 3 1/4" PROJECTION 3" BRACKETS = 3 3/4" PROJECTION CLEARANCE PER STANDARD BRACKETS 2 1/2" BRACKETS = 1 3/4" CLEARANCE 3" BRACKETS = 2 1/4" CLEARANCE CONTINUOUS 14 GA X 8" WIDE STEEL SHEET BACKING MATERIAL FURNISHED AND INSTALLED BY OTHERS 1 1/2" DIAMETERWOOD HANDRAIL STANDARD PRESSEDST EEL WALL BRACKETS STUDWALL / DRYWALL PARTITION WALL CONSTRUCTION 3/8" DIAMETER HEX HEAD LAG SCREWS 2" LONG FOR ONE LAYER OF DRYWALL 3" LONG FOR TWO LAYERS OF DRYWALL GUARD RAILING 1 1/2" DIAMETER WOOD HANDRAIL 1" X 1" WOOD BALUSTER 3 1/2" X 3 1/2" WOOD POST 4" O.C MAX 2' - 10"3' - 6" A-500 12 RUN WOOD 5/8" GWB FIRECODE "C" ON 1X3 WOOD STRAPPING STRINGER SPACER RISE WOOD FLOOR LANDING WORK LINE WOOD STAIR STRINGER WOOD FRAMING FLOOR LANDING WORK LINE WOOD WOOD STAIR STRINGER 5/8" GWB FIRECODE "C" ON 1X3 WOOD STRAPPING WOOD FRAMING REFER TO PLANS 1/2" ROUND NOSING MAX. TREADS & RISERS TO MEET ADA & MAAB REQUIREMENTS Ma x . 8 1 / 4 ' ' . Min. 11" 6 0 . 0 0 ° Max 1 1/2" SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated STAIRS SECTIONS AND DETAILS JD DF 23167 A-500 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 1/4" = 1'-0"1 SECTION WOOD STAIRS @ DECK EDGE DETAIL 3/4" = 1'-0"2 SECTION DETAIL @ LANDING - TYPICAL 3/4" = 1'-0"3 SECTION DETAIL @ RAILING - TYPICAL 3/4" = 1'-0"4 SECTION DETAIL @ RAILING - MIDDLE LANDING 1/4" = 1'-0"6 TYPICAL WALL RAIL 1/4" = 1'-0"7 PICKET RAIL TRANS. BETWEEN LANDINGS 1/4" = 1'-0"8 WALL HANDRAIL BRACKET MOUNTING DETAIL 1/4" = 1'-0"9 PICKET RAIL INTERMEDIATE POST 1/4" = 1'-0"10 WOOD STAIRS DETAIL 1/4" = 1'-0"11 TYPICAL STAIRS SECTION 3/4" = 1'-0"12 RESIDENTIAL NOSING DETAIL 107.06.2023PERMIT SET 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. 2. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE CODES AND REGULATIONS. 3. CONTRACTOR SHALL INFORM ARCHITECT OF ANY ERRORS OR DEVIATIONS PRIOR TO CONTINUING WORK. 4. CONTRACTOR SHALL COORDINATE WITH EACH SUB- CONTRACTOR AND ENSURE TO MEET ALL CODE AND SAFETY REQUIREMENTS. 1. ALL INTERIOR DIMENSIONS ARE TO INTERIOR FACE OF GWB. U.N.O. 2. PROVIDE BLOCKING AT ALL WALLS W/ WALL MOUNTED FIXTURES AND ACCESSORIES. TYP. 3. CONFIRM CEILING HEIGHTS IN FIELD. GENERAL NOTES: GENERAL CONTRACTOR NOTES: SHEATING WRAP LAPPED OVER FLASHING COPPER OR GALVANIZED STEEL FLASHING GAP FOR DRAINAGE CORROSION-RESISTANT BOLTS OR LAG SCREWS CORROSION-RESISTANT JOIST HANGER PEEL-AND-STICK BITUMINOUS MEMBRANE 2X6 BOTTOM PLATE 1/2" GYPSUM WALL BOARD 3/4" PLYWOOD SHEATING P.T BAND JOIST P.T LEDGER EXISTING BUILDING P.T. 2X10 @ 16" O.C. TYP. A B C D 1 2' - 11"6' - 11"4' - 11 3/4" 7' - 3 " 1' - 2"0' - 3" EXISTING BUILDING P.T. 2X10 @ 16" O.C. TYP. A B C D 1 7' - 3 " 2' - 11"6' - 11"4' - 11 3/4" EXISTING BUILDING P.T. 2X10 @ 16" O.C. TYP. A B C D 1 2' - 11"6' - 11"4' - 11 3/4" 7' - 3 " SURVEYOR: DRAWING TITLE: DRAWING NO.: SEAL:DRAWN BY: CHECKED BY: SCALE: PROJECT NO.: REVISION: NO:DATE:DESCRIPTION: DATE: ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, PLANS AND SPECIFICATIONS ARE THE PROPERTY OF FLOW DESIGN INC. RIGHTS OF USE ARE CONDITIONAL AND ARE LIMITED TO A ONE-TIME USE TO CONSTRUCT A SINGLE PROJECT ON THE SITE SO INDICATED. USE OF THE WORK AND ANY DERIVATIVE WORK COVERED UNDER THIS COPYRIGHT FOR OTHER PROJECTS IS PROHIBITED. THE USE OR REPRODUCTION OF THESE PLANS FOR ANY OTHER CONSTRUCTION OR PERMIT APPLICATION IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN PERMISSION OF FLOW DESIGN INC. AND THE ARCHITECT WHOSE SIGNATURE AND SEAL MAY BE AFFIXED TO THESE DRAWINGS. MADE BY HUMANS. © 2023 Flow Design Inc. ARCHITECT: 50 GROVE ST. SUITE 226 SALEM, MA 01970 TEL: 978.498.4370 CONSULTANT: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated DECK FRAMING PLAN & DETAILS JD DF 23167 S-100 107 MASON AVE. - MEANS OF EGRESS 107 MASON ST. SALEM, MA 01970 07.06.2023 1" = 1'-0"3 DECK - LEDGER ATTACHMENT DETAIL. 107.06.2023PERMIT SET 3/8" = 1'-0"1 FIRST FLOOR FRAMING PLAN 3/8" = 1'-0"2 SECOND FLOOR FRAMING PLAN 3/8" = 1'-0"4 THIRD FLOOR FRAMING PLAN Project: 23167 107 MASON ST_STRUCT REPORT Location: FLOOR JOISTS page of StruCalc 9.0 StruCalc Version 10.0.1.6 9/29/2019 12:12:38 AM Floor Joist [2015 International Building Code(2015 NDS)] 1.5 IN x 9.25 IN x 6.7 FT @ 16 O.C. Select Structural - Douglas-Fir-Larch - Dry Use Section Adequate By: 577.7% Controlling Factor: Shear DEFLECTIONS Live Load Dead Load Total Load Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 0.01 0.00 0.02 IN L/6251 in IN L/4546 Center REACTIONS Live Load Dead Load Total Load Bearing Length A 179 67 246 0.26 lb lb lb in B 179 67 246 0.26 lb lb lb in SUPPORT LOADS Live Load Dead Load Total Load A 134 50 185 plf plf plf B 134 50 185 plf plf plf MATERIAL PROPERTIES Select Structural - Douglas-Fir-Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. ┴ to Grain: Controlling Moment: 3.35 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Fb = Cd=1.00 CF=1.10 Cr=1.15 Fv = Cd=1.00 E = Fc - ┴ = 411 ft-lb 246 lb 1500 180 1900 625 psi psi ksi psi Base Values Fb' = Fv' = E' = Fc - ┴' = 1898 180 1900 625 psi psi ksi psi Adjusted 2.6 2.05 7.83 411 246 in3 in2 in4 ft-lb lb Req'd 21.39 13.88 98.93 3382 1665 in3 in2 in4 ft-lb lb Provided LOADING DIAGRAM A B6.7 ft JOIST DATA Span Length Unbraced Length-Top Unbraced Length-Bottom Floor sheathing applied to top of joists-top of joists fully braced. Floor Duration Factor 6.7 0 0 1.00 ft ft ft Center JOIST LOADING Uniform Floor Loading Live Load Dead Load Total Load TL Adj. For Joist Spacing LL = DL = TL = wT = 40 15 55 73.3 psf psf psf plf Center Project: 23167 107 MASON ST_STRUCT REPORT Location: COLUMNS page of StruCalc 9.0 StruCalc Version 10.0.1.6 9/29/2019 12:12:39 AM Column [2015 International Building Code(2015 NDS)] 5.5 IN x 5.5 IN x 22.0 FT Select Structural - Douglas-Fir-Larch - Dry Use Section Adequate By: 97.6% VERTICAL REACTIONS Live Load: Dead Load: Total Load: Vert-LL-Rxn = Vert-DL-Rxn = Vert-TL-Rxn = 0 144 144 lb lb lb COLUMN DATA Total Column Length: Unbraced Length (X-Axis) Lx: Unbraced Length (Y-Axis) Ly: Column End Condition-K (e): Axial Load Duration Factor 22 22 22 1 1.00 ft ft ft COLUMN PROPERTIES Select Structural - Douglas-Fir-Larch Compressive Stress: Bending Stress (X-X Axis): Bending Stress (Y-Y Axis): Modulus of Elasticity: Column Section (X-X Axis): Column Section (Y-Y Axis): Area: Section Modulus (X-X Axis): Section Modulus (Y-Y Axis): Slenderness Ratio: Column Calculations (Controlling Case Only): Controlling Load Case: Axial Dead Load Only (D) Actual Compressive Stress: Allowable Compressive Stress: Eccentricity Moment (X-X Axis): Eccentricity Moment (Y-Y Axis): Moment Due to Lateral Loads (X-X Axis): Moment Due to Lateral Loads (Y-Y Axis): Bending Stress Lateral Loads Only (X-X Axis): Allowable Bending Stress (X-X Axis): Bending Stress Lateral Loads Only (Y-Y Axis): Allowable Bending Stress (Y-Y Axis): Combined Stress Factor: Fc = Cd=0.90 Cp=0.19 Fbx = Cd=0.90 CF=1.00 Fby = Cd=0.90 CF=1.00 E = 1150 1500 1500 1600 psi psi psi ksi Base Values Fc' = Fbx' = Fby' = E' = 198 1553 1553 1600 psi psi psi ksi Adjusted dx = dy = A = Sx = Sy = Lex/dx = Ley/dy = Fc = Fc' = Mx-ex = My-ey = Mx = My = Fbx = Fbx' = Fby = Fby' = CSF = 5.5 5.5 30.25 27.73 27.73 48 48 5 198 0 0 0 0 0 1553 0 1553 0.02 in in in2 in3 in3 psi psi ft-lb ft-lb ft-lb ft-lb psi psi psi psi LOADING DIAGRAM 22 ft A B AXIAL LOADING Live Load: Dead Load: Column Self Weight: Total Axial Load: PL = PD = CSW = PT = 0 0 144 144 lb lb lb lb Project: 23167 107 MASON ST_STRUCT REPORT Location: FOOTINGS page of StruCalc 9.0 StruCalc Version 10.0.1.6 9/29/2019 12:12:39 AM Footing [2015 International Building Code(2015 NDS)] Footing Size: 2.0 FT Round Diameter X 48.00 IN Deep Reinforcement: #4 Bars @ 1.50 IN. O.C. E/W / (9) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Concrete Compressive Strength: Reinforcing Steel Yield Strength: Concrete Reinforcement Cover: Qs = F'c = Fy = c = 1500 2500 40000 3 psf psi psi in FOOTING SIZE Diameter: Effective Depth to Top Layer of Steel: Dia. = d = 2 44.25 ft in COLUMN AND BASEPLATE SIZE Column Type: Column Width: Column Depth: Wood m = n = 4 4 in in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear): Beam Shear: Allowable Beam Shear: Punching Shear Calculations (Two Way Shear): Critical Perimeter: Punching Shear: Allowable Punching Shear (ACI 11-35): Allowable Punching Shear (ACI 11-36): Allowable Punching Shear (ACI 11-37): Controlling Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Concrete Compressive Block Depth: Steel Required Based on Moment: Min. Code Req'd Reinf. Shrink./Temp. (ACI-10.5.4): Controlling Reinforcing Steel: Selected Reinforcement: Reinforcement Area Provided: Development Length Calculations: Development Length Required: Development Length Supplied: Note: Plain concrete adequate for bending, therefore adequate development length not required. Qu = Qe = Areq = A = Bear = Bear-A = Vu1 = Vc1 = Bo = Vu2 = vc2-a = vc2-b = vc2-c = vc2 = Mu = Mn = a = As(1) = As(2) = As-reqd = As = Ld = Ld-sup = 46 900 0.16 3.14 202 44200 0 70588 0 0 0 0 0 0 536 2763940 1.56 0.00 2.04 2.04 #4's @ 1.5 in. o.c. e/w (9) Min. 1.77 15 7.63 psf psf sf sf lb lb lb lb in lb lb lb lb lb in-lb in-lb in in2 in2 in2 in2 in in LOADING DIAGRAM 2 ft 48 in 4 in 3 in FOOTING LOADING Live Load: Dead Load: Total Load: Ultimate Factored Load: Footing plus soil above footing weight: * Load obtained from Load Tracker. See Summary Report for details. PL = PD = PT = Pu = Wt = 0 144 144 202 1215 lb * lb * lb * lb lb