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Home My WebLink About20250603 NOI Menesale ARCH PLAN SET 123 Bay Shore RdFIRST FLOOR PLAN45'-0"20'-0" GARAGE NEW 2'-0"CLOS. 22'-0"26'-0"22'-0"NEW ADDITION/REMODELING FOR:MENESALE RESIDENCE123 BAYSHORE ROAD HYANNIS, MAPH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE : A1 1/21/2025 DRAWING NO. : 1/4" = 1'-0" SCALE : 15'-0"21'-0"33'-0"1'-0"ROOM FAMILY REMOD. DN. BEDROOM #1 EXIST. OFFICE NEW BEDROOM #3 EXIST. ROOM FAMILY BATH EXIST.BATH EXIST.1'-0"19'-6" FIRST FLOOR 1393 S.F. NEW GARAGE 430 S.F. TOTAL AREA CALCULATIONS NEW FIRST FLOOR 450 S.F. NEW SECOND FLOOR 1309 S.F. DN.3'-0"BEDROOM DN. HVAC AREA UP NEW RETAINING WALLCLOS. 10'-0"18'-0"CLOS. RETAINING WALL14'-0"W D 5'-0"5'-0" (FORMER BEDROOM) CLOS. CLOS. TOP PLATES AT INTERSECTIONS (FACE NAILED) BLOCKING TO RAFTER (TOE NAILED) RIM BOARD TO RAFTER (END NAILED) JOINT DESCRIPTION BLOCKING TO SILL OR TOP PLATE (TOE NAILED) JOIST ON LEDGER TO BEAM (TOE NAILED) RAFTERS OR TRUSSES SPACED UP TO 16" o.c. WOOD STRUCTURAL PANELS (PLYWOOD) LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) BAND JOIST TO SILL OR TOP PLATE (TOE NAILED0 JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) GABLE END WALL RAKE OR RAKE TRUSS RAFTERS OR TRUSSES SPACED OVER 16" o.c. BLOCKING TO JOISTS (TOE NAILED) BAND JOIST TO JOIST (END NAILED) HEADER TO HEADER (FACE NAILED) STUD TO STUD (FACE NAILED) GYPSUM WALLBOARD 1/2" GYPSUM WALLBOARD 1" OR LESS THICKNESS WOOD STRUCTURAL PANELS (PLYWOOD) WOOD STRUCTURAL PANELS (PLYWOOD) GREATER THAN 1" THICKNESS STUDS SPACED UP TO 24" o.c. 1/2" & 25/32" FIBERBOARD PANELS W/ STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG FLOOR SHEATHING: CEILING SHEATHING: WALL SHEATHING: ROOF SHEATHING: FLOOR FRAMING: WALL FRAMING: ROOF FRAMING: NAIL SPACING EACH END AT JOINTS EACH END 16" o.c. ALONG EDGES 6" EDGE/6" FIELD 6" EDGE/6" FIELD 6" EDGE/6" FIELD 4" EDGE/4" FIELD EACH END EACH BLOCK PER FOOT PER JOIST PER JOIST EACH JOIST PER JOIST 24" o.c. 7" EDGE/10" FIELD 6" EDGE/12" FIELD 6" EDGE/6" FIELD 7" EDGE/10" FIELD 6" EDGE/12" FIELD 3" EDGE/6" FIELD 4" EDGE/4" FIELD 3-16d 3-16d 2- 16 d 3-16d 5d COOLERS 5d COOLERS 10d 8d 8d 8d 8d 8d 8d 8d 8d 3-8d 4-8d 2-8d 16d 10d ---- 10d ---- ---- 10d 10d 10d 10d 10d 4-16d 4-16d 3- 16d 3-10d 4-16d 2-10d 4-10d 4-16d 2- 16 d 2- 8d NO. OF COMMON NAILS 2- 16 d 110 MPH EXPOSURE B WIND ZONE NAILING SCHEDULE 16d NO. OF BOX NAILS 5-16d 2-16d 16d 2- 10d 3- 16d DURING FRAMING CONSTRUCTION 9.) 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 SEE CERTIFIED PLOT PLAN FOR ALL EXISTING & PROPOSED DETAILS. FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE NOTES: FIRST FLOOR TO MATCH EXISTING 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT DETAILS, & FINISHES IN THE FIELD WITH OWNER & DIMENSIONS IN THE FIELD ALL SIMPSON COMPONENTS, MATERIALS TO BE ZMAX OR S.S. 6.) 7.) 8.) 5.) 4.) INSTALLER/CONTRACTOR. FOLLOW ALL REQUIREMENTS OF THE IECC2021 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION 12.) 11.) 10.) ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER SHIELD FLASHING 13.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 110 MPH EXPOSURE "B" LOCATION PER SECTION R301.2.1.1 14.) VERTICALLY OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE, 900 PSI MIN. TO BE 3000 PSI AT 28 DAYS ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS 15.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED FIELD NAILING 16.) INSTALL ALL ROOF TO WALL, CHIMNEY, & OTHER FLASHING PER MANUFACTURER'S INSTRUCTIONS FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF ALL WINDOWS AND DOORS LAUNDRY WALLS. VERIFY OTHER LOCATIONS WITH OWNERS INSTALL ROXUL SAFE N SOUND BATT INSULATION AT ALL BATH & BASEMENT WALL IECC2021 RESIDENTIAL ENERGY EFFICIENCY DETAILS 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2021 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS TABLE 402.1.3 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION NOTES: 1. R-VALUES ARE MINIMUMS & U-FACTORS ARE MAXIMUMS. U-FACTOR SKYLIGHTFENESTRATION U-FACTOR 0.30 0.55 WOOD FRAMED WALLCEILING R-VALUE 60 R-VALUE 30 or 20 + 5 R-VALUE 30 FLOOR R-VALUE 15/19 R-VALUE CRAWL SPACE WALLBASEMENT SLAB 10 (4 FT. DEEP) R-VALUE 15/19 4. 13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR & R13 CAVITY INSULATION MASS. AMMEND. MASSACHUSETTS STRETCH CODE 5. CHAPTER 5 R503.1.1 BUILDING ENVELOPE EXCEPTIONS STATE: THESE ALTERATIONS DOE NOT NEED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED -STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION -EXISTING CEILING, WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. -CONSTRUCTION WHERE THE EXISTIGN ROOF, WALL, OR FLOOR CAVITY IS NOT EXPOSED -ROOF RECOVER -ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED DURING REROOFING SHALL BE INSULTED EITHER ABOVE OR BELOW THE SHEATHING -SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTIGN SINGLE PANE FENESTRATION ASSEMBLIES TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR FENESTRATION ASSEMBLY TO BE REPLACED. A4 A A4 A A5 C A5 C 8'-4 1/2"2'-9"8'-4 1/2"6'-6"16'-0"11'-3"7'-9"3'-6"4'-0"12'-0"4'-0"3'-7"3'-4" 3'-4" 3'0" x 6'8"3'0" x 6'8"2'8" x 6'8" FIRE RATED DOOR 3'-6"7'-0"7'-0"4'-0" CONC. APRON 12'0" x 10'0" O.H. DOOR 2'6" x 6'8"4'-7"8'-2"4'-4"2'-8"16'-10" 2'6" x 6'8" 2'6" x 6'8" ANDERSEN TW2446 ANDERSEN TW2446 ANDERSEN TW2446 ANDERSEN TW2446 A5 B A5 BNEW BEAM ABOVEPATIO RAISED CARBON MONOXIDE DETECTOR SMOKE DETECTOR HEAT DETECTOR SECOND FLOOR PLAN45'-0"3'-0"BEDROOM #4 NEW BATH NEW 26'-0" 15'-0"33'-0"1'-0"22'-0"DN. LIVING RELOCATED 1'-0"19'-10"NEW ADDITION/REMODELING FOR:MENESALE RESIDENCE123 BAYSHORE ROAD HYANNIS, MAMASHPEE ,MA. 02649 43 BREWSTER ROADPH. (508) 274-1166COTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTOROF THE OWNER NOTED. ANY OTHER USE OFTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTCOMMENCES WITHOUT NOTIFYING THEIN THESE DRAWINGS IF CONSTRUCTION THESE DRAWINGS REQUIRES THE WRITTENCONSENT OF THE DESIGNER UNDER THEARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DATE :DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFA2 1/21/2025 DRAWING NO. : 1/4" = 1'-0" SCALE : NEW 45'-0"ROOF DECK PLAN 20'-0" 20'-0" ROOF DECK KITCHEN W.I.C. RELOCATED NEW SINK REF. 20'-0"3'-4"UP DN. SHWR. 5' TUB/ PANTRY 21'-6"3'-4"BATH NEW CLOS. LIN. BEDROOM NEW BEDROOM NEW CLOS. DW (VERIFY KITCHEN LAYOUT W/ OWNER) WALL OVENS DINING RELOCATED S.S. CABLE RAILINGS VERIFY DECKING MATERIAL W/ OWNERS 3'-4"18'-4" 1'-8"7'-10 1/2"2'-9"9'-4 1/2" 3'-6"2'-4"1'-6"14'-4"3'-10"2'-0"3'-8"2'-8"10'-10"5'-0"5'-0"3'-10"5'-6"12'-8"9'-1"3'-7"8'-6"12'-4"7'-6"23'-10"COOKTOP 6'-8"13'-2"6'-10"10'-0"7'-5"5'-1"11'-2"4'-6"ANDERSEN TW2442-2 ANDERSEN A251-2 ANDERSEN TW2442 ANDERSEN TW1832 ANDERSEN TW1832 ANDERSEN FWH60611APLR FRENCHWOOD INSWING DOOR 5'-10 1/2"2'-9"2'-9"2'-9"5'-10 1/2"1'-7"7'-9 1/2"2'-9"7'-3 1/2"2'-1" ANDERSEN TW2446 ANDERSEN TW2446 ANDERSEN TW2446 ANDERSEN TW2446 ANDERSEN TW2446 ANDERSEN TW2446 ANDERSEN A21 ANDERSEN A21 2'6" x 6'8"2'6" x 6'8"2'6" x 6'8"2'8" x 6'8"2'6" x 6'8"1'6" x 6'8"4'-3"13'-6"4'-3"ANDERSEN A251 ANDERSEN A251 ANDERSEN TW2442 ANDERSEN TW24422'8" x 6'8"2'6" x 6'8" 2'6" x 6'8"2'6" x 6'8"42" NEO- ANGLE SHWR 9'-0"7'-0"3'-10" 2'-0" 3'-8"3'-6"2'-7"A4 A A4 A A5 C A5 C A5 B A5 B 22'-0"NEW VALLEY VERIFY IN THE FIELD PULL-DOWN STAIR 8'-1 1/8"8'-1 1/8"8'-1 1/8"8'-1 1/8"8'-1 1/8"FRONT ELEVATION RIGHT ELEVATION REAR ELEVATION SMARTVENT SMARTVENT EL. 8.0' EL. 8.0' AE FLOOD ZONE EL. 12.0' AE FLOOD ZONE EL. 12.0' EL. 8.0' AE FLOOD ZONE EL. 12.0'PH. (508) 274-1166CONSENT OF THE DESIGNER UNDER THEEL. 8.0' AE FLOOD ZONE EL. 12.0' LEFT ELEVATION SMARTVENTSMARTVENT SMARTVENT SMARTVENT SMARTVENT SMARTVENT MASHPEE ,MA. 02649 NEW ADDITION/REMODELING FOR:123 BAYSHORE ROAD HYANNIS, MACONSTRUCTION. THE BUILDING CONTRACTOR43 BREWSTER ROADMENESALE RESIDENCEOF THE OWNER NOTED. ANY OTHER USE OFTHESE DRAWINGS ARE SOLELY FOR THE USE WILL BE RESPONSIBLE FOR THE CONTENT1/21/2025COTUIT BAY DESIGN, LLCA3THESE DRAWINGS REQUIRES THE WRITTENTHE DESIGNER SHALL BE NOTIFIED IF ANYACT OF 1990.ERRORS OR OMISSIONS ARE FOUND ON DESIGNER OF ANY ERRORS OR OMISSIONS.COMMENCES WITHOUT NOTIFYING THETHESE DRAWINGS PRIOR TO START OFIN THESE DRAWINGS IF CONSTRUCTION DATE :ARCHITECTURAL COPYRIGHT PROTECTION1/4" = 1'-0" DRAWING NO. : SCALE : TOP OF FOUND. EL. 13.0'8'-1 1/8"FIRST FLOOR SECOND FLOOR TOP OF PLATE ROOF DECK SUBFLOOR SUBFLOOR SUBFLOOR TOP OF PLATE TOP OF FOUND. EL. 13.0' AE FLOOD ZONE EL. 12.0' FIRST FLOOR TOP OF PLATE 4'-0"8'-1 1/8"8'-1 1/8"FIRST FLOOR SUBFLOOR TOP OF PLATE SECOND FLOOR SUBFLOOR TOP OF PLATE ROOF DECK 8'-1 1/8"8'-1 1/8"FIRST FLOOR SUBFLOOR TOP OF PLATE SECOND FLOOR SUBFLOOR TOP OF PLATE ROOF DECK TOP OF FOUND. EL. 13.0' AE FLOOD ZONE EL. 12.0'4'-0"SMARTVENTSMARTVENT DESIGN FLOOD EL. 13.0' EL. 9.5' S.S. CABLE RAILINGS NEW ASPHALT ROOF SHINGLES W/ RIDGEVENT NEW AZEK 1 x 4 TRIM W/ 2" SILL NEW AZEK 1 x 8 RAKE BOARDS W/ 1 x 3 DRIP BOARDS NEW AZEK 1 x 6 CORNERBOARDS NEW W.C. SHINGLE SIDING 5" TO WEATHER VERIFY O.H. DOOR DETAILS W/ OWNERS AZEK OR CEDAR 1 x 6 T & G VERTICAL BOARD SKIRT S.S. CABLE RAILINGS NEW AZEK 1 x 8 FASCIA, SOFFIT & 1 x 6 FRIEZE BOARDS 3.5 12 SMARTVENT F.F. ELEVATION 14.3' DESIGN FLOOD EL. 13.0' BASE FLOOD EL. 12.0' EXIST. GRADE. EL. 8.0'5'-0"8'-1 1/8"FIRST FLOOR SUBFLOOR TOP OF PLATE BEDROOM NEW8'-1 1/8"BEDROOM NEW DECK ROOF NEW SECOND FLOOR SUBFLOOR TOP OF PLATE FOUNDATION/FRAMING PLAN45'-0"20'-0" GARAGE NEW 2'-0"22'-0"26'-0"22'-0"NEW ADDITION/REMODELING FOR:MENESALE RESIDENCE123 BAYSHORE ROAD HYANNIS, MAPH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE : A4 1/21/2025 DRAWING NO. : 1/4" = 1'-0" SCALE : 15'-0"21'-0"33'-0"1'-0"CRAWLSPACE NEW1'-0"19'-6"5'-0"5'-0"4'-0"11'-0"3'-7"3" CONCRETE SLAB W/ 10 MIL POLY UNDER 7'-6"7'-6"12'-3"9'-9"BEAM PKT. BEAM PKT. BEAM PKT.BEAM PKT. 8'-0"8'-0"6'-0"8'-9"8'-9"8'-6" VERIFY GIRT LOCATION IN THE FIELD TO EXISTING LOCATIONSISTER FRAME NEW 2 x 10's TO EXISTING JOISTS. REMOVE ALL ROTTED OR DAMAGED JOISTS, SILL, ETC. CONCRETE FOOTINGS TYPICAL 30" x 30" x 12" STEEL LALLY COLUMNS TYPICAL 3 1/2" DIA. 3'-0"3'-0" BASEMENT WINDOW 4'-0"4'-0" BASEMENT WINDOW BASEMENT WINDOW 1242 S.F. = (7) SMARTVENTS AT 200 S.F. EACH 3- P.T. 2 x 12's 3- P.T. 2 x 12's 4'-0"12'-0" SMARTVENT SMARTVENT SMARTVENT 6'-0" 16'-0" SMARTVENT SMARTVENT 800 S.F. = (4) SMARTVENTS AT 200 S.F. EACH 6'-0"6'-0"18'-0"30'-0"3'-6"1'-9"SMARTVENT SMARTVENT SMARTVENT SMARTVENT SMARTVENT 18'-0" 10'-0"18'-0"RAISED PATIO VERIFY ALL DETAILS IN THE FIELD SEE LEDGER DETAIL P.T. 2 x 8's @ 16" o.c. 2- P.T. 2 x 10's P.T. 4 x 6 POSTS ON 12" DIA. CONCRETE SONO- TUBES TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU46 POST BASE W/ 5/8" DIA. J-BOLT. FASTEN POST TO BEAM W/ SIMPSON ZMAX ACE4 POST CAPS P.T. 2 x 8's @ 16" o.c. 3'-4"2- P.T. 2 x 8's4'-0"12'-0"4'-0" DROP TOP OF WALL AT ENTRY & O.H. DOORS CONCRETE APRON17'-0"3- P.T. 2 x 12's 9'-9"9'-9" P.T. 2 x 12's @ 16" o.c. W/ MID-SPAN BLOCKING OVER CONCRETE OR MASONRY BLOCK FOUNDATION ELEVATION VIEW FROM EXTERIOR Extent of header (two braced wall segments) Extent of header (one braced wall segment) Pony wall height1 Header shall be fastened to the king stud with 6-16D sinker nails Top plate continuity is required per R602.3.2 Fasten sheathing to header with 8d common nails in 3-in. grid pattern as shown and 3 in. o.c. in all framing (studs and sills) typ. Minimum 1000 lb header-to-jack-stud strap shall be centered at bottom of header and installed on backside as shown on side elevation, each side of opening. (SIMPSON LSTA240) For a panel splice (if needed), panel edges shall occur over and be nailed to common blocking and occur within the middle 24 in. of wall height. One row of 3 in. o.c. nailing is required at each panel edge. 2' to 18' (finished width) Min. length based on 6:1 height-to-width ratio. For example: 16 in. min. for 8 ft. height. Min. number of studs shown - (2) 2x4 Full-length king stud 2 Anchor bolts per R403.1.6 required Foundation per code 16d sinker nails in 2 rows @ 3" o.c. 3/8" min. thickness wood structural panel sheathing Full-length king studs No. of jack studs per table R502.5(1&2) Braced wall line with continuous sheathing R602.10.5 10' Max. height 12' Max. total wall height Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Sheathing filler if needed Min. 1000 lb tension strap1. Strap shall be centered at bottom of header. SIDE ELEVATION Min. 3" x 11-1/4" net header 1 Per table R602.10.4.1.1 Min. 2"x2"X316" plate washer,typ. APA NARROW WALL BRACING METHODAPA 1 NOT TO SCALE [ INTERIOR ] BETWEEN LEDGER & RUBBER MEMBRANE INSTALL PEEL & STICK SHEATHING FLOOR JOISTS P.T. 2 x 8's @ 16" o.c. HOUSEWRAP & DECKING INSTALL FLASHING UNDER DECKING SOLID BLOCKING W/ (2) LEDGERLOK SCREWS 16" o.c. W/ ZMAX LU210 JOISTS HANGERS P.T. 2 x 8 LEDGER BOARD SCREWED TO INSTALL SIMPSON DTT1Z TENSION TIES AT (4) LOCATIONS2"2"PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 8 " MINIMUM DEPTH W/ SIMPSON BPS 5/8-3 BEARING PLATES 7" MIN.GARAGE ANCHOR BOLT DETAIL24" o.c.SCALE: 1/2" = 1'-0" 24" o.c. P.T. 2 x 6 SILL W/ SEALER INSTALL 5/8" ANCHOR BOLTS AT 24" o.c. MAX.6-12" FROM END OF PLATE 6-12"FROM ENDOF PLATEPLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 8 " MINIMUM DEPTH W/ SIMPSON BPS 5/8-3 BEARING PLATES 7" MIN.HOUSE ANCHOR BOLT DETAIL32" o.c.SCALE: 1/2" = 1'-0" 32" o.c. P.T. 2 x 6 SILL W/ SEALER INSTALL 5/8" ANCHOR BOLTS AT 32" o.c. MAX.6-12" FROM END OF PLATE 6-12"FROM ENDOF PLATEA4 A A4 A A5 C A5 C A5 B A5 B UNDER NEW 10" CONCRETE FOUNDATION WALLS W/ 10" x 24" CONCRETE FOOTINGS TO 4'0" BELOW GRADE W/ (2) #4 HORIZONTAL BARS AT TOP & MIDDLE OF WALL W/ 6 x 6 WWF EMBEDDED PITCH 2" TO O.H. DOOR (4" CONC. SLAB 2 x 4 KEY SECTION @ BEDROOM A4 A 11 7/8" I-JOISTS @ 16" o.c.4'-6"3/4" PLYWOOD SUBFLOOR P.T. 2 x 6 SILL W/ SEALER R30 SPRAY FOAM INSULATION NEW 10" CONCRETE FOUNDATION WALLS W/ 10" x 24" CONCRETE FOOTINGS TO 4'0" BELOW GRADE W/ (2) #4 HORIZONTAL BARS AT TOP & MIDDLE OF WALL 2 x 4 KEY SMARTVENT 11 7/8" I-JOISTS @ 16" o.c. 11 7/8" I-JOISTS @ 16" o.c. S.S. CABLE RAILINGS W/ 6 x 6 WWF EMBEDDED PITCH 2" TO O.H. DOOR (4" CONC. SLAB WALL UNDER BEAM W/ (2) 24" ACCESS DOORS 1/2" GYPSUM BOARD CEILING VERIFY ALL CRICKETS IN THE FIELD TYPICAL ROOF DECK CONSTRUCTION: 3/4" PLYWOOD SHEATHING STRUCTO DECK RUBBER MEMBRANE TAPERED P.T. 2 x 4 SLEEPERS 5/4 DECKING BOLT RAILING POSTS INTO FRAMING & SEAL AROUND POSTS 4'-0" SECOND FLOOR FRAMING PLAN45'-0"20'-0"2'-0"22'-0"26'-0"22'-0"NEW ADDITION/REMODELING FOR:MENESALE RESIDENCE123 BAYSHORE ROAD HYANNIS, MAPH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE : A5 1/18/2025 DRAWING NO. : 1/4" = 1'-0" SCALE : 15'-0"21'-0"33'-0"1'-0"1'-0"19'-6"11 7/8" I-JOISTS @ 16" o.c. (AJS-25)FRAME O.H. DOOR WALL PER APA PORTAL WALL DETAIL 2- 1 3/4" x 11 7/8" LVL 2- 1 3/4" x 11 7/8" LVL2- 1 3/4" x 11 7/8" LVL23'-0"21'-8"12'-3"9'-9"4 x 6 POST 4 x 6 POST 4 x 6 POST 11 7/8" I-JOISTS @ 16" o.c. (AJS-25)A4 A A4 A A5 C A5 C A5 B A5 B NEW MULTI LVL BEAM P.T. 2 x 8's @ 16" o.c. INSTALL DRAIN FOR PLATFORM, VERIFY IN THE FIELD 3'-4"3'-1"- WIND WASH BARRIERS 1/2" GYP. BOARD ON 1 x 3 STRAPPING @ 16" o.c. TYP.WALL CONST. 5. W.C. SHINGLE SIDING 4. 1/2" GYPSUM BOARD 1. 2 x 6 STUDS @ 16" o.c. 6. TYPAR VAPOR BARRIER 2. 1/2" PLYWOOD SHEATHING 3. R30 SPRAY FOAM INSULATION - 15LB. FELT PAPER - R60 INSULATION - ASPHALT ROOF SHINGLES - 5/8" PLYWOOD ROOF SHEATHING - 2 x 10 ROOF RAFTERS @ 16" o.c. - SIMPSON H 2.5A HURRICANE CLIPS TYP. ROOF CONST. 3'0" OF ROOF - PROP-A VENT BETWEEN RAFTERS - ICE/ WATER SHIELD AT BOTTOM AT ALL RAFTER ENDS 5/8" FIRECODE GYP. BD. ON 1 x 3 STRAPPING @ 16" o.c. IN GARAGE F.F. ELEVATION 14.3' DESIGN FLOOD EL. 13.0' BASE FLOOD EL. 12.0' EXIST. GRADE. EL. 8.0'5'-0"8'-1 1/8"FIRST FLOOR SUBFLOOR TOP OF PLATE GARAGE NEW8'-1 1/8"DECK ROOF NEW SECOND FLOOR SUBFLOOR TOP OF PLATE SECTION @ GARAGE/FAMILY ROOM A5 B 3/4" PLYWOOD SUBFLOOR P.T. 2 x 6 SILL W/ SEALER R30 SPRAY FOAM INSULATION NEW 10" CONCRETE FOUNDATION WALLS W/ 10" x 24" CONCRETE FOOTINGS TO 4'0" BELOW GRADE W/ (2) #4 HORIZONTAL BARS AT TOP & MIDDLE OF WALL 2 x 4 KEY SMARTVENT 11 7/8" I-JOISTS @ 16" o.c. 11 7/8" I-JOISTS @ 16" o.c. S.S. CABLE RAILINGS W/ 6 x 6 WWF EMBEDDED PITCH 2" TO O.H. DOOR (4" CONC. SLAB 1/2" GYPSUM BOARD CEILING TYPICAL ROOF DECK CONSTRUCTION: 3/4" PLYWOOD SHEATHING STRUCTO DECK RUBBER MEMBRANE TAPERED P.T. 2 x 4 SLEEPERS 5/4 DECKING BOLT RAILING POSTS INTO FRAMING & SEAL AROUND POSTS 11 7/8" I-JOISTS @ 16" o.c. LIVING NEW MULTI LVL BEAM ROOM FAMILY BEDROOM CRAWLSPACE - SOFFIT & RIDGE VENTS 10 MIL POLY UNDER (4" CONC. SLAB W/4'-0"SECTION @ BEDROOM/OFFICE A5 C CRAWLSPACE 10 MIL POLY UNDER (4" CONC. SLAB W/ DESIGN FLOOD EL. 13.0' BASE FLOOD EL. 12.0' EXIST. GRADE. EL. 8.0'4'-0"4'-0"(5) 10d NAILS EACH END 2 x 6's @ 16" o.c. EXIST. 12 TYPICAL 3 1/2" DIA. STEEL LALLY COLUMN CONCRETE FOOTING TYPICAL 30" x 30" x 12" 3- P.T. 2 x 12 GIRT OFFICE NEW BEDROOM #3 EXIST. (FORMER BEDROOM) SISTER FRAME NEW 2 x 10's TO EXISTING JOISTS. REMOVE ALL ROTTED OR DAMAGED JOISTS, SILL, ETC. EXISTING HOUSE SUBFLOOR TO MATCH NEW BEDROOM SUBFLOOR ON ADDITION. INSTALL TALLER SILL W/ SEALER TO MATCH HEIGHTS NEW ADDITION/REMODELING FOR:MENESALE RESIDENCE123 BAYSHORE ROAD HYANNIS, MAPH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE : A6 1/18/2025 DRAWING NO. : 1/4" = 1'-0" SCALE : 2.) USE SIMPSON H2.5A HURRICANE CLIPS 1.) ALL ROOF RAFTERS TO BE 2 x 10's 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS AT ALL RAFTERS ENDS UNLESS OTHERWISE NOTED NOTES: ROOF FRAMING PLAN45'-0"3'-0"26'-0"22'-0"1'-0"20'-0"21'-6"3- 1 3/4" x 7 1/4" LVL HDR.3- 1 3/4" x 7 1/4" LVL HDR. 2K,2J 2K,2J 2K,2J 2K,2J2J2J2J11 7/8" I-JOISTS @ 16" o.c. (AJS-25)3- 1 3/4" x 7 1/4" LVL HDR.2K,2J 2K,2J 3'-8"19'-10"2'-7 1/2"3'-6"P.T. 2 x 12's @ 16" o.c.23'-0"22'-0"1'-0"21'-8" 2 x 12 RIDGE BOARD A4 A A4 A A5 C A5 C A5 B A5 B 20'-0"26'-0" INSTALL BLOCKING IN THE OUTSIDE TWO RAFTER & CEILING JOIST BAYS AT 48" o.c. 2K,2J 2K,2J2J 3- 2 x 8 HDR. 2K,2J 2K,2J2J 3- 2 x 8 HDR. OVERFRAMED GABLE ROOF W/ 2 x 8'S @ 16" o.c.2 x 12 RIDGE BOARD