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Elevation Plan and Floor PlanSURVEYOR: 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 WM DF, MS. 23485 T-100 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 61 SALEM ST, GARAGE RENO TO ADU MR. ROBERT CABRERA 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 FLOW PROJECT #23485 PROGRESS PERMIT SET 02.08.2024 MR. ROBERT CABRERA 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 PROJECT LOCATION THE EXISTING PROPERTY AT 61 SALEM ST. MA, IS A THREE-STORY WOOD FRAMED STRUCTURE. WITH A DETACHED 3 CAR GARAGE. THE RENOVATION INCLUDES THE ADDITION OF A 820 ACCESIBLE DWELLING UNIT (ADU) ON TOP OF THE GARAGE WITH A STAIRCASE FOR ACCESS IN FIRST FLOOR. N.T.S SURVEYOR : SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 1 02.16.2024 PERMIT 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 H.B. HOSE BIBB H.W.H. HOT WATER HEATER HUMI. HUMIGUARD CEILING IN.(") INCHES 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 DOOR EXISTING PARTITION EXISTING GLAZING EXISTING WALL PROTECTION X XXX X XXX SECTION REFERENCE NUMBER SECTION REFERENCE SHEET DETAIL REFERENCE NUMBER DETAIL REFERENCE SHEET EXIT HANDRAIL/CRASHRAIL 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 XX 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 WM DF, MS. 23485 T-101 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02.08.2024 SHEET LIST SHEET NUMBER SHEET NAME INITIAL ISSUE DATE DESCRIPTION TITLE SHEETS T-100 TITLE SHEET 02.08.2024 PERMIT SET T-101 SHEET LIST, NOTES AND LEGENDS 02.08.2024 PERMIT SET LIFE SAFETY LS-00 LIFE SAFETY & PROPOSED PLANS 02.08.2024 PERMIT SET CIVIL ENGINEER C-1 EXISTING PLOT PLAN SURVEY 02.08.2024 PERMIT SET C-2 PROPOSED PLOT PLAN SURVEY 02.08.2024 PERMIT SET STRUCTURAL PLANS S-100 FRAMING PLANS & DETAILS / WINDOW DOORS SCHEDULE 02.08.2024 PERMIT SET EXISTING ARCHITECTURAL AEX-100 EXISTING PLANS & ELEVATIONS 02.08.2024 PERMIT SET DEMO ARCHITECTURAL AD-100 DEMO FLOOR PLANS & ELEVATIONS 02.08.2024 PERMIT SET ARCHITECTURAL A-100 SITE PLAN & EXTERIOR VIEWS 02.08.2024 PERMIT SET A-200 PROPOSED EXT. ELEVATIONS & SECTIONS 02.08.2024 PERMIT SET A-300 BUILDING SECTIONS 02/12/24 PERMIT SET PROPERTY INFORMATION DESCRIPTION REQUIRED EXISTING PROPOSED PROPERTY INFO Year Built 1982 2024 Parce ID SWAMM017AB 0117L0 SWAMM017AB0117L0 District R-3 R-3 Sub-District RESIDENTIAL MULTI-FAMILY RESIDENTIAL MULTI-FAMILY ZONING INFO MIN LOT AREA (sqft) 25,000 13,277.56 13,277.56 LOT FRONTAGE MIN 100 45' 8'-6'' FAR MAX - - - BLDG HEIGHT MAX 45' 38' 38' BLDG STORIES MAX 2.5 2.5 2.5 SETBACK REAR 30' 2' - 10 1/2'' 2' - 10 1/2'' SETBACK SIDE 20' 0' 1' - 21/4'' SETBACK FRONT 15' 8' - 6'' 8' - 6'' 1 02.16.2024 PERMIT SET REF. REF. LIFE SAFETY LEGEND 1 HOUR FIRE RATED ASSEMBLY PROJECT SPECIFIC NOTES 1 HOUR RATED SEPARATION PER IBC 2015 TABLE 508.2.5A EXIT LOCATION EXTERIOR EXIT DOOR LENGTH OF TRAVEL - EGRESS SMOKE DETECTOR & CARBON MONOXIDE COMBOSD/CO HEAT DETECTOR H EGRESS WINDOW AT LEAST ONE SHALL COMPLY @ EACH BEDROOM IF NOT ALLE TEMPERED GLASS LOCATION AS PE CODET SD SMOKE DETECTOR MIN. CLEAR 2' - 0" MAX. SILL HEIGHT A.F.F 3' - 8''. FINISHED FLOOR 5.7 SF MIN. OPENABLE AREA * EXCEPTION: 5.0 SF ALLOWED IF LOCATED AT GRADE FLOOR OR BELOW GRADE. SINGLE / DOUBLE HUNG WINDOW GARAGEGARAGE UP SD/CO PROVIDE 1HR FIRE RATED WALL SD/CO SD EGRESS TRAVEL 32' BEDROOM 204 BATHROOM 207 KITCHEN 203 DINING SPACE 202 LIVING SPACE 201 CLOSET 205 HALLWAY 206 STAIR 200 BALCONY 208 E T A-200 1 GARAGE 2 GARAGE 1 A-200 4 A-200 2 A-2003 UP P2 FOYER 100 LAUNDRY 102 1' - 7 7/8" 10 2 3' - 3 1/2" A B 1 2 3 4 7' - 8 1/2" 2' - 0" 10' - 10 1/4" 3' - 6" 3' - 3" 1 A-300 2 A-300 S-100 7 S-100 7 --- - PT 6X6 POST PT 6X6 POST PT 6X6 POST PT 6X6 POST MIN 3' - 0" 7' - 8 1/4" ENCLOSED STAIR BELOW SECOND FLOOR OVERHANG 5.5 IN x 5.5 IN x 10.0 FT #2 -Douglas-Fir-Larch - Dry Use 1.75 IN x 9.25 IN x 10.0 FT 1.8E-2600F -APA EWS LVL Stress ClassesT Footing Size: 3.0 FT x 3.0 FT x 10.00 IN Reinforcement: #4 Bars @ 9.00 IN. O.C. E/W / (4) min. 11' - 6" P4 P2 P2 P4 P4 204 A C AAB 2' - 4"3' - 4"1' - 8" P4 A B 1 2 3 4 VIF. 7' - 8 1/2" 1' - 0" 10' - 10 1/4" 3' - 6" 3' - 3" 20' - 10 1/4" MIN 3' - 0" 3' - 2 1/4" 2' - 3 3/4" 3' - 6" 16' - 8 3/4" VIF. 9' - 1 1/2" P2 20 7 P2 P2 P4 4' - 0 3/4"VIF. 11' - 0 1/2" 3' - 9 3/4" 3' - 2 1/2" 3' - 2 1/2" MIN 3' - 0" 5' - 0" 5' - 0" 3' - 0" 2' - 0"5' - 4 1/2" 9' - 8 3/4" 3' - 2" 9' - 9" 1' - 10" 5' - 0" 2' - 8" 3' - 6" 2' - 2" MIN 3' - 0" EQ EQ 2' - 0" BEDROOM 204 DINING SPACE 202 LIVING SPACE 201 KITCHEN 203 BATHROOM 207 HALLWAY 206 CLOSET 205 STAIR 200 BALCONY 208 D 206 205 DN OVERHANG 1' - 0" OVERHANG WALL BELOW1' - 0"1' OVERHANG SLOPE 1/4:12 EPDM ROOF 6X6 POST BELOW 6X6 POST BELOW P1 NEW PARTITION WALL TO UNDERSIDE OF DECK FIRE RATING UL NUMBER TESTING CODES STC: NA USG: NANANA 1/2" GWB, BOTH SIDES 2 X 4 WOOD STUDS AT 16" O.C. 4 1/2" * EXTEND WOOD STUD AND PARTITION TO UNDERSIDE OF DECK FIRE RATING UL NUMBER TESTING CODES 5/8" TYPE GWB, BOTH SIDES 6 5/8" 3" SOUND ATTENUATION BLANKET. PROVIDE R-21 INSULATION AS REQUIRED BY CODE. 2 X 6 WOOD STUDS AT 16" O.C. P2 WALL TO UNDERSIDE OF DECK STC: NA USG: NANANA NEW PARTITION * EXTEND WOOD STUD AND PARTITION TO UNDERSIDE OF DECK PROVIDE ZIP SYSTEM AS REQUIRED. FS1 FIRE SEPARATION 1 HOUR RATED WALL FIRE RATING UL NUMBER TESTING CODES 1 HOUR STC: 49 USG: 87.0717 * EXTEND WOOD STUDS AND PARTITION TO UNDERSIDE OF DECK 5/8" TYPE X GWB, BOTH SIDES * PROVIDE FIRESAFING MATERIAL AT PARTITION AND CEILING TRANSITION U465 6 3/4" 3" SOUND ATTENUATION BLANKET 2 X 6 WOOD STUDS AT 16" O.C. 5/8" TYPE X GWB CONTINUOUS ON BOTH SIDES BATT INSULATION 2" X WOOD STUD @ 16" O.C. 1 HOUR FIRE SAFING 5/8" INTERIOR GWB 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: INTERNATIONAL RESIDENTIAL CODE 2015 W/ MA AMMENDMENTS 780 CMR 51 RESIDENTIAL BUILDING CODE: R305.1 Minimum Height: Habitable space and hallways shall have a ceiling height of not less than 7'. Bathrooms, toilet rooms, laundry rooms and habitable space in basements shall have a ceiling height of not less than 6' -8''.. R311.2 Egress Door: A primary and secondary egress door shall be provided for each dwelling unit and shall be as remote as possible from each other. The primary egress door shall be side-hinged, and shall provide a clear width of not less than 32''where measured between the face of the door and the stop, with the door open 90°. The secondary egress door shall be side-hinged or sliding, and shall provide a clear width of not less than 28''where measured between the face of the door and the stop, with the door open 90°. The clear height of side hinged door openings shall be not less than 78''. R311.2.1 Minimum Interior Doors: All doors providing access to habitable rooms shall have a minimum nominal width of 30''and a minimum nominal height of 6' -6''. R311.7.5.1 Maximum riser height: The riser height shall be not more than 8¼ ''. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8''. R314.1.1 Listings. Smoke alarms shall be the photoelectric type listed in accordance with UL 217 or UL 268. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. R314.3 Location: Hardwired and Interconnected smoke alarms shall be required in the following locations as per International Residential Code for 1 and 2 Family Dwellings R314.3 with Massachusetts Amendments: 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent evels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Smoke alarms shall be installed not less than 3' horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by section R314.3. 5. For each 1,000 ft2 R314.8 Heat Detector. A single heat detector listed for the ambient environment shall be installed in: 1. Any garageAny garage attached to or under the dwelling (detached garages do not require a heat detector. 2. A new garage attached to an existing dwelling. If the existing house contains a fire detection system that is compatible with the garage heat detector, then the detector shall be interconnected to that system. Where the existing system is not compatible with the garage heat detector, the garage heat detector shall be connected to an alarm or compatible heat detector containing an alarm, located in the dwelling and within 20 ft of the nearest door to the garage from the dwelling. An alarm is not required in the garage, either integral or separate from the heat detector. R315.3 Location: Carbon monoxide alarms in dwelling units shall be outside of each separate sleeping area within 10' of the bedrooms. Where a fuel burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. At least one alarm shall be installed on each story of a dwelling unit, including basements and cellars but not in crawl spaces and uninhabilatble attics. SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 As indicated LIFE SAFETY & PROPOSED PLANS WM DF, MS. 23485 LS-00 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02.08.2024 1/2" = 1'-0"1 EGRESS WINDOW REQUIREMENTS 1/4" = 1'-0"2 GROUND FLOOR LIFE SAFETY PLAN 1/4" = 1'-0"3 SECOND FLOOR LIFE SAFETY PLAN 1/4" = 1'-0"4 PROPOSED GROUND FLOOR PLAN 1/4" = 1'-0"5 PROPOSED SECOND FLOOR PLAN 1/4" = 1'-0"6 PROPOSED ROOF PLAN 1 02.16.2024 PERMIT SET 3" = 1'-0" TYPICAL DETAIL AT FIRE RATED INTERSECTION REF. 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 6 5/8" EXTERIOR FINISH TBD BY OWNER 1/2'' PLYWOOD SHEATING 1/2'' GWB R-31 INSULATION MIN. 0' - 6" VAPOR BARRIER SLAB ON GRADE (3) #5 HORIZ. X CONT. FOOTING DOWELS TO MATCH VERTICAL REINF. WALL THICKNESS. ( SEE PLAN) PREASSURE TREATED SOLE PLATE TO MATCH STUD WALL DEPTH J-BOLT W/3''X3''X1/4'' WASHER (SEE PLAN) WOOD & ENGINEERED WOOD CONSTRUCTION 1. DIMENSIONAL LUMBER TO BE SPRUCE-PINE-FIR (SPF) NO. 2 OR BETTER UNO. 2. ALL ENGINEERED LUMBER SHALL BE INSTALLED PER MANUFACTER'S SPECIFICATIONS. 3. ALTERNATE PRODUCTS SHALL NOT BE SUBSTITUTED UNLESS APPROVEDD IN WRITING BY ENGINEER OF RECORD 4. LVL'S (LAMINATED VENEER LUMBER) TO BE 1.9E MICROLLAM LVL BY iLEVEL 5. PSL'S (PARALLEL STRAND LUMBER) TO BE 2.0E PARALLAM PSL BY iLEVEL 6. 13/4'' LSL'S (LAMINATED STRAND LUMBER) TO BE 1.55E TIMBERSTRAND LSL BU iLEVEL. 7. 11/2'' LSL'S TO BE 1.5E TIMBERSTRAND LSL BY iLEVEL 8. WOOD I-JOISTS TO BE TJI BY iLEVEL 9. PROVIDE SIMPSON CONNECTORS AT POST BEAM, POST BASE, JOIST/BEAM AND BEAM/BEAM CONNECTIONS. USAGE AND INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTER'S INSTRUCTIONS. PROVIDE SIMPSON HURRICANE TIES AT ROOF RAFTER CONNECTIONS TO STUD WALL CONNECTIONS OR SUPPORTING BEAMS. 10. PROVIDE MINIMUM 3/4' PLYWOOD SHEATING FOR FLOORS AND ROOFS. PLYWOOD TO BE APA-RATED EXPOSURE 1 GRADE C-D (CDX). PROVIDE 1/8'' SPACE BETWEEN EDGES OF ADJACENT PLYWOOD PANELS AND STAGGER PANEL JOINTS BETWEEN ROWS OF SHEATING. 11. ALL PLYWOOD FLOOR AND ROOF SHEATING SHALL BE GLUED AND SCREWED TO SUPPORTING WOOD FRAMING. GLUE SHALL CONSIST OF CONSTRUCTION GRADE ADHESIVE. SCREWS NOT TO BE PLACED WITHIN 3/8'' OF PANEL EDGES. MAXIMUM SCREW SPACING BE 6'', UNO SCREWS TO BE MIN #8X2 1/2'' LONG. SCREW LENGTH SHALL BE SUFFICIENT TO PROVIDE EMBEDMENT OF 10X SCREW DIAM INTO FRAMING. 12. PROVIDE MINIMUM 1/2'' PLYWOOD SHEATING FOR EXTERIOR WALLS AND SHEAR WALLS. 13. PROVIDE CONTINUOS BLOCKING ABOVE INTERIOR SHEAR WALLS. 14. MAXIMUM MOISTURE CONTENT OF DIMENSIONAL LUMBER AT TIME OF INSTALLATION TO BE 19%. 15. SILL PLATE ACHOR NOLTS> PROVIDE 1/2'' ANCHOR BOLTS AT 3' O.C. TWO BOLTS MINIMUM PER SILL PIECE WITH A BOLT WITHIN 10'' OF EACH END OF EACH PIECE. BOLT SPACING SHALL HAVE STEEL WASHERS. SEE TYPICAL DETAILS AND SHEAR WALL SCHEDULE FOR ADDITIONAL SILL BOLT REQUIERMENTS. 16. PROVIDE PERPENDICULAR BLOCKING AT 32'' O.C BETWEEN ALL PERIMETER JOISTS AND EXTERIOR WALLS OR PERIMETER BEAMS. 17. STAND-ALONE WOOD POSTS OVER CONCRETE SHALL BEAR UPON SIMPSOM POST BASE EMBBEDDED IN OR ANCHORED TO CONCRETE FOUNDATION. 18. WASHERS SHALL ALWAYS BE INSTALLED BETWEEN BOLT HEADS OR NUTS AND WOOD OR ENGINEERED WOOD. 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 10 1_4" N.T.S. N.T.S. N.T.S. DETAIL -E- DETAIL F DETAIL B 6" EXPOSED TYP. 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 TJI 360 / 11.875 -ILEVEL TRUS JOIST X 22.0 FT (2 + 20) @ 8 O.C. SECTION ADEQUATE BY: 33.8% PT 2 X 1 0 F L O O R JO I S T S PT 2X10 FLOOR JOISTS 1.5 IN X 11.25 IN X 9.0 FT @ 16 O.C. #2 - DOUGLAS-FIR-LARCH -DRY USE PT 2 X 6 F L O O R JO I S T S TJI 230 / 9.5 -ILEVEL TRUS JOIST X 22.0 FT (20 + 2) @ 16 O.C. SECTION ADEQUATE BY: 35.6% BA C D 5'-0''. 3'-0''.3'-0''.2'-6''.3'-0''. A SINGLE FLUSH DOOR INTERIOR R.T.S REFER TO DOOR SCHEDULE B EXTERIOR DOOR EXTERIOR CONT AIR & VAPOR BARRIER OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, TYP. FIBER CEMENT SIDING, TYP. CONT. SEALANT & BACKER ROD FULL PERIMETER, TYP. (2) 2X6 WOOD SILL SEE STRUCTURAL DWGS, TYP. 2" PVC SLOPED SILL, TYP. MOISTURE-BARRIER PAPER AROUND ROUGH OPENING & EXTEND 6" TO EACH SIDE. ALUMINUM CLAD BOUBLE- HUNG WOOD WINDOW W/ SCREEN. (CASEMENT WINDOW SIMILAR) 2X6 WOOD STUD @ 16" O.C. MAX, TYP. 6" R19 BATT INSULATION W/ CONT VAPOR BARRIER, TYP. 5/8" GWB, TYP. 2/4" OAK TRIM FULL PERIMETER, TYP. WOOD SHIM, TYP. 3/4" OAK SILL W/ EASED EDGES, TYP. 3 3/4".0' - 0 1/2" METAL FLASHING. CONT AIR & VAPOR BARRIER OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, TYP. FIBER CEMENT SIDING, TYP. 2X6 WOOD STUD @ 16" O.C. MAX, TYP. CANT STRIP, TYP. METAL FLASHING W/ DRIP EDGE, TYP. 2 PIECE PVC TRIM 5/4" X 8" FLAT STOCK RABBET AT NAILING FIN W/3" CROWN MOULDING AT TOP, TYP. MOISTURE-BARRIER PAPER AROUND ROUGH OPENING & EXTEND 6" TO EACH SIDE, TYP. CONT. SEALANT & BACKER ROD FULL PERIMETER, TYP. ALUMINUM CLAD BOUBLE- HUNG WOOD WINDOW W/ SCREEN. (CASEMENT WINDOW SIMILAR) 6" R19 BATT INSULATION W/ CONT VAPOR BARRIER, TYP. 5/8" GWB, TYP. WOOD HEADER SEE STRUCTURAL DWGS, TYP. 3/4" OAK TRIM FULL PERIMETER, TYP. WOOD BLOCKING, TYP. METAL FLASHING . 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 FRAMING PLANS & DETAILS / WINDOW DOORS SCHEDULE WM DF, MS. 23485 S-100 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02.08.2024 1" = 1'-0"1 DECK - LEDGER ATTACHMENT DETAIL 3/4" = 1'-0"4 FOOTING DETAIL GARAGE 1/4" = 1'-0"7 RAILING AND DECK DETAILS STRUCTURAL AVALUATION OF EXISTING BUILDING COMPONENTS TO BE DONE BY OTHERS AND CAN BE PROVIDED AS AN ADDITIONAL COST. FLOW DESIGN IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL ISSUES WICH SHALL BE REMEDIED PRIOR TO ANY NEW WORK RELATED OR UNRELATED TO OUR DESIGN SERVICES. 1/4" = 1'-0"2 SECOND FLOOR FRAMING PLAN 1/4" = 1'-0"3 ROOF FRAMING PLAN WINDOW SCHEDULE TYPE WIDTH HEIGHT TEMPERED GLASS EGRESS WINDOW COMMENTS A 3' - 0" 5' - 0" DOUBLE HUNG B 2' - 6" 5' - 0" DOUBLE HUNG C 3' - 0" 5' - 0" Yes DOUBLE HUNG D 3' - 0" 5' - 0" Yes DOUBLE HUNG DOOR SCHEDULES NO. DOOR SIZE APPLICATION COMMENTSHEIGHT WIDTH 102 6' - 8" 2' - 8" 204 6' - 8" 2' - 8" 205 7' - 0" 5' - 0" FIRE RATED 206 6' - 8" 3' - 0" 207 6' - 8" 2' - 6" 210 7' - 0" 3' - 0" 3" = 1'-0"5 WINDOW SILL DETAIL 3" = 1'-0"6 WINDOW HEAD DETAIL 1 02.16.2024 PERMIT 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 GARAGEGARAGE GARAGE FIRST LEVEL 0' -0" EXISTING CEILING 8' -10 1/2" GRADE LEVEL -0' -6" TOP OF ROOF. 15' -0" FIRST LEVEL 0' -0" EXISTING CEILING 8' -10 1/2" GRADE LEVEL -0' -6" TOP OF ROOF. 15' -0" SLOPE SLOPE SL O P E SL O P E 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 & ELEVATIONS WM DF, MS. 23485 AEX-100 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02.08.2024 1/4" = 1'-0"1 EXISTING GROUND FLOOR PLAN 1/4" = 1'-0"2 EXISTING WEST ELEVATION 1/4" = 1'-0"3 EXISTING NORTH ELEVATION 1/4" = 1'-0"4 EXISTING EAST ELEVATION 1/4" = 1'-0"5 EXISTING SOUTH ELEVATION 1/4" = 1'-0"6 EXISTING ROOF PLAN 1 02.16.2024 PERMIT 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 WALL 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. AD-100 5 AD-100 3 AD-1004 AD-100 2 REMOVE AND DISPOSE OF WALLS AS SHOWN TYP. REMOVE AND DISPOSE OF GARAGE DOOR AS SHOWN. FIRST LEVEL 0' -0" EXISTING CEILING 8' -10 1/2" GRADE LEVEL -0' -6" TOP OF ROOF. 15' -0" REMOVE AND DISPOSE OF ROOF AS SHOWN TYP REMOVE AND DISPOSE OF GARAGE DOOR AS SHOWN. REMOVE AND DISPOSE OF WALLS AS SHOWN TYP. REMOVE AND DISPOSE OF ROOF AS SHOWN TYP FIRST LEVEL 0' -0" EXISTING CEILING 8' -10 1/2" GRADE LEVEL -0' -6" TOP OF ROOF. 15' -0" REMOVE AND DISPOSE OF ROOF AS SHOWN TYP REMOVE AND DISPOSE OF WALLS AS SHOWN TYP. REMOVE AND DISPOSE OF ROOF AS SHOWN TYP REMOVE AND DISPOSE OF WALLS AS SHOWN TYP. SLOPE SLOPE SL O P E SL O P E REMOVE AND DISPOSE OF ROOF AS SHOWN 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 FLOOR PLANS & ELEVATIONS WM DF, MS. 23485 AD-100 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02.08.2024 1/4" = 1'-0"1 DEMO GROUNDFLOOR PLAN 1/4" = 1'-0"2 DEMO WEST ELEVATION 1/4" = 1'-0"3 DEMO NORTH ELEVATION 1/4" = 1'-0"4 DEMO SOUTH ELEVATION 1/4" = 1'-0"5 DEMO EAST ELEVATION 1/4" = 1'-0"6 DEMO ROOF PLAN 1 02.16.2024 PERMIT SET SITE PLAN LEGEND PROPERTY LINE SETBACKS NOT IN SCOPE EXISTING PROPOSED Project NorthN SURVEYOR: SCOTT M. CERRATO 24 PLEASANT VIEW DR. EXETER, NH 03833 TEL: 781-775-3724 EXISTING HOUSE NEW ACCESIBLE DWELLING UNIT 2ND FLOOR NEW EXTERIOR STAIR 10' - 0" 15 ' - 0 " 10' - 0" 30' - 0" REQUIRED SETBACKS PROPERTY LINE BASED ON SURVEY MADE BY SCOTT CERRATO 12-19-2023 1' - 2 1/4" EXISTING 3 CAR GARAGE EXISTING HOUSE 10' - 0" 15 ' - 0 " 10' - 0" 30' - 0" REQUIRED SETBACKS PROPERTY LINE BASED ON SURVEY MADE BY SCOTT CERRATO 12-19-2023 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 SITE PLAN & EXTERIOR VIEWS WM DF, MS. 23485 A-100 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02.08.2024 3/16" = 1'-0"1 PROPOSED SITE PLAN 3/16" = 1'-0"2 EXISTING SITE PLAN 3 3D View 1 4 3D View 2 1 02.16.2024 PERMIT 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: NEW WALL EXISTING & NEW WALLS EXISTING TO REMAIN FIRST LEVEL 0' -0" GRADE LEVEL -0' -6" 2ND FLOOR 9' -8 1/2" FLAT ROOF 18' -6" A B 4' - 0 3/4" B A A A 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLE PVC TRIM BOARDS PVC TRIM BOARDS PROVIDE RAILINGS NEW FLAT EPDM ROOF NEW SIDING, COORDINATE WITH OWNER FOR COLOR / STYLE EXISTING CMU WALL NEW 6X6 PT POSTS MI N . 3' - 6 " MI N 3' - 6 " 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLE NEW 6X6 PT POSTS S-100 1 1 2 3 4 3' - 3" 3' - 6" 10' - 10 1/4" NEW FLAT EPDM ROOF NEW SIDING, COORDINATE WITH OWNER FOR COLOR / STYLE 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLE NEW SIDING, COORDINATE WITH OWNER FOR COLOR AND STYLE 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR AND STYLE 6" MI N 4' - 0 " MI N 3' - 6 " MI N 3' - 6 " EXISTING CMU WALL 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLEEXISTING CMU WALL NEW 6X6 PT POSTS NEW PT 6X6 POST S-100 1 FIRST LEVEL 0' -0" GRADE LEVEL -0' -6" 2ND FLOOR 9' -8 1/2" FLAT ROOF 18' -6" 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLE NEW FLAT RUBBER ROOF NEW SIDING, COORDINATE WITH OWNER FOR COLOR / STYLE 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLE 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLE AB 4' - 0 3/4" C NEW FLAT EPDM ROOF NEW SIDING, COORDINATE WITH OWNER FOR COLOR / STYLE 6'' PVC TRIM, COORDINATE WITH OWNER FOR COLOR / STYLE PROVIDE RAILINGS EXISTING CMU WALLS MI N 3' - 6 " 10 ' - 1 1 / 2 " 8 ' - 9 1 / 2 " NEW PT 6X6 POSTS S-100 1 NEW PT 6X6 POST 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 EXT. ELEVATIONS & SECTIONS WM DF, MS. 23485 A-200 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02.08.20241/4" = 1'-0"1 PROPOSED WEST ELEVATION1/4" = 1'-0"2 PROPOSED NORTH ELEVATION 1/4" = 1'-0"3 PROPOSED SOUTH ELEVATION 1/4" = 1'-0"4 PROPOSED EAST ELEVATION 1 02.16.2024 PERMIT SET FIRST LEVEL 0' -0" GRADE LEVEL -0' -6" 2ND FLOOR 9' -8 1/2" FLAT ROOF 18' -6" C A-300 3 7' - 6 " 8' - 5 3 / 4 " PROVIDE 1HR FIRE RATED WALL PROVIDE 1HR FIRE RATED FLOOR S-100 7 3' - 6 " 3' - 6 " 3' - 6 " A-300 5 FIRST LEVEL 0' -0" GRADE LEVEL -0' -6" 2ND FLOOR 9' -8 1/2" FLAT ROOF 18' -6" 7' - 6 " 8' - 5 3 / 4 " 6' - 9 1 / 4 " 6' - 3 1 / 4 " 10 ' - 1 1 1 / 4 " A-300 4 FIRST LEVEL 0' -0" GRADE LEVEL -0' -6" 2ND FLOOR 9' -8 1/2" FLAT ROOF 18' -6" MI N . 6" MI N . 4' - 0 " PROVIDE WITH R-30 SPRAY FOAM INSULATION 1/2 PLYWOOD SHEATING NEW SIDING TOP PLATE TJI ROOF RAFTERS, REFER TO FRAMING PLANS FLAT RUBBER ROOF BOTTOM PLATE PROVIDE WITH R-30 SPRAY FOAM INSULATION 1/2 PLYWOOD SHEATING NEW SIDING BOTTOM PLATE BOTTOM PLATE PROVIDE WITH R-60 SPRAY FOAM INSULATION STRAPPING 4'' CONCRETE SLAB ON GRADE NEW 10'' CONCRETE FOUNDATION WALL PROVIDE RAILINGS S-100 4 MI N 3' - 6 " TJI ROOF RAFTERS, REFER TO FRAMING PLANS CEILING TOP PLATE DOOR HEADER TOP PLATE PROVIDE WITH R-60 SPRAY FOAM INSULATION NEW FIRE RATED ENTRANCE DOOR BOTTOM PLATE TOP PLATE PROVIDE WITH R-60 SPRAY FOAM INSULATION STRAPPING CEILING A-300 6 A-300 6 EXISTING FOUNDATION WALL A-300 7 A-300 8 NEW VINYL CLAD ALUM SIDING W/ 15# BUILDING PAPER OVER 1" POLYSTYRENE INSULATION BOARD ON 3/4" EXTERIOR GRADE PLYWOOD SHEATHING ON 2"x4" STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON INTERIOR & R-21 BATT INSULATION BETWEEN STUDS ALUM. CONTINOUS SOFFIT VENT ON 2x3 WD NAILER NEW ALUM. GUTTER & LEADER 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 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 POSTSSECTION @ DECK EDGE 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 BUILDING SECTIONS WM DF, MS. 23485 A-300 61 SALEM ST, GARAGE RENO TO ADU 61 SALEM STREET, SALEM, MA 01970 TEL: 978-423-9252 MR. ROBERT CABRERA 02/12/24 1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2 3/4" = 1'-0"3 Section 1 - Callout 1 3/4" = 1'-0"4 Detail 0 3/4" = 1'-0"5 Detail 1 1/4" = 1'-0"6 ROOF EAVE DETAIL 1 1/2" = 1'-0"7 DECK - LEDGER ATTACHMENT DETAIL . 1/4" = 1'-0"8 SECTION WOOD STAIRS @ DECK EDGE DETAIL 3" = 1'-0" UL DES U301 (ALL COMMON WALLS AS REQUIRED BY CODE ) 2 HOUR FIRE- RATED CONSTRUCTION 3" = 1'-0" UL DES L511 (ALL CEILINGS) 2 HOUR FIRE - RATED CONSTRUCTION 1 02.16.2024 PERMIT SET