Loading...
HomeMy WebLinkAboutAP-2023-041 Floor Plan & ElevationsUPDNDNDNUPUPDN6543214321121110987654321DN5432128' - 0"19' - 0"43' - 0"1' - 10"14' - 11 3/4"13' - 5 1/4"1' - 9"26' - 0"2' - 0"22' - 0"12' - 0"20' - 0"5' - 8"30' - 0"15' - 0"6' - 0"18' - 0"1' - 0"3S-510' - 0"4' - 5 1/2"3' - 9 1/4"8' - 8"14' - 6"3' - 10"BDR.CLOSETBEDROOMBATHEX. BULKHEAD TO REMAINEX. BEDROOMEX. BEDROOMEXIST. KITCHENNEW SHOP / STORAGE32' - 0"1S-5PLAY ROOMCLOSET2S-55' - 6"BATHCLOSETFREEZERFRIDGEWALL OVENPANTRYCAST IRON SINK5' - 8"1S-6TO STREET5' - 0"10' - 8"4' - 4"15' - 0"ADDITION7' - 0"36' - 0"SHEAR WALL #1 TO REMAIN SHEATHED TO ROOFADDITION4' - 0"23ADDAAAIICCCCFFFFCBBBBHBCCCCCCGG212454' - 4"8' - 0"15' - 0"16' - 0"24' - 0"40' - 0"24' - 0"2' - 3"N4' - 0"EXIST. POSTOPENLIVING ROOMCC6' - 3 1/2" +/-14' - 3"4' - 3"25' - 0"C4' - 10"4' - 10"4' - 10"5' - 2"DECK4' - 4".4' - 6"BILCO "O" (V.I.F.)BSTAIR TO 2ND FLOOR MIGHT REQUIRE MOVING FORWARD TO MAKE ROOMFOR BASEMENT STAIRRINSE STATIONIBATHKITCHENDINING3' - 2"3' - 9"2' - 6"1' - 10 3/4"12' - 1 1/4"10' - 1 1/4"1' - 10 3/4"2' - 6 1/4"15' - 1"2' - 4 3/4"5' - 3"6' - 9"1' - 8 3/4"17' - 8 3/4"4' - 6 3/4"2' - 4"1' - 7 3/4"D2' - 10 1/2"4' - 7 1/2"4' - 7 1/2"2' - 10 1/2"4' - 2 1/2"2' - 9 3/4"2F-23F-2to finish3' - 2"6' - 0"2to FND wall3' - 3".6' - 0"5' - 6 1/2"NEW BEARING WALL EXISTING BRG. WALL EXISTING NON-BRG. NEW NON-BEARING WALL LEGENDSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATION1ST FLOORA-1JOB #/ 2022 - 2091/4" = 1'-0"11ST FLOORWINDOW SCHEDULEWINDOW QUANTITY UNIT WIDTH UNIT HEIGHT DESCRIPTION MODELA 4 2' - 4 1/2" 3' - 10 1/2"AA 16 3' - 0 1/2" 1' - 10 1/2"B 8 2' - 8 1/2" 3' - 2 1/2"C 20 3' - 2 1/2" 4' - 2 1/2"D 4 2' - 2 1/2" 2' - 8 1/2"F 7 2' - 8 1/2" 4' - 2 1/2"G 2 1' - 5" 1' - 5 1/2"H 10 2' - 4 1/2" 3' - 2 1/2"I 4 2' - 8 1/2" 4' - 2 1/2"J 1 2' - 2 1/2" 2' - 2 1/2"K 4 2' - 8 1/2" 3' - 8 1/2"M 1 5' - 9 1/2" 1' - 10 1/2"N 1 2' - 2 1/2" 1' - 8 1/2"* NOTE: ALL WINDOW SIZES ARE +/-; MANUFACTURER TBD.EXTERIOR DOOR SCHEDULEDOOR QUANTITY UNIT WIDTH UNIT HEIGHT DESCRIPTION MODEL1 1 7' - 0" 7' - 6"2 2 3' - 0" 7' - 0"3 1 3' - 0" 6' - 6"4 1 3' - 0" 6' - 6"5 1 3' - 10" 7' - 0"6 1 2' - 10" 6' - 10"7 1 2' - 8 1/2" 6' - 8"REV.1 06.29.2023REV.2 10.10.2023 DNDNDN121110987654323S-51S-510' - 1 1/2"7' - 0"2S-5CLOSETBEDROOMBEDROOMROOF DECKw/ PLANTERS(2' HEIGHT SOIL MAX.) 5' - 0"25' - 6"1' - 6"BATHROOM5' - 0"1S-630' - 0"BCCCICCBCFFFKHHJHKKHHH3LOFT28' - 0"22' - 0"40' - 0"90' - 0"K4' - 2"7' - 0"3' - 0"2ND FLOOR ADDN.10' - 0"30' - 0"DEMO EXIST. INTERIOR WALLS5' - 0"SHELVESEXISTING 2ND FLOOR COTTAGE9' - 0"LINEN CLOSET54"34"EXIST. EXTERIOR WALL (BEARING), NOW INTERIOR6DOUBLE JOISTS OR BLOCKING BELOW(V.I.F.)9' - 6 1/2"4' - 6 1/2"HCLOSETBEDROOMSTUDYBATHLIBRARY5' - 2 1/4"9' - 11 1/2"6' - 11 1/4"3' - 5"5' - 3"5' - 3"3' - 6"6' - 3"5' - 3"10' - 2"2' - 10"2' - 10"9' - 10 3/4"2' - 4 1/2"5' - 2"2NEW BEARING WALL EXISTING BRG. WALL EXISTING NON-BRG. NEW NON-BEARING WALL LEGENDSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATION2ND FLOORA-2JOB #/ 2022 - 2091/4" = 1'-0"12ND FLOOR* NOTE: ALL WINDOW SIZES ARE +/-; MANUFACTURER TBD.WINDOW SCHEDULEWINDOW QUANTITY UNIT WIDTH UNIT HEIGHT DESCRIPTION MODELA 4 2' - 4 1/2" 3' - 10 1/2"AA 16 3' - 0 1/2" 1' - 10 1/2"B 8 2' - 8 1/2" 3' - 2 1/2"C 20 3' - 2 1/2" 4' - 2 1/2"D 4 2' - 2 1/2" 2' - 8 1/2"F 7 2' - 8 1/2" 4' - 2 1/2"G 2 1' - 5" 1' - 5 1/2"H 10 2' - 4 1/2" 3' - 2 1/2"I 4 2' - 8 1/2" 4' - 2 1/2"J 1 2' - 2 1/2" 2' - 2 1/2"K 4 2' - 8 1/2" 3' - 8 1/2"M 1 5' - 9 1/2" 1' - 10 1/2"N 1 2' - 2 1/2" 1' - 8 1/2"EXTERIOR DOOR SCHEDULEDOOR QUANTITY UNIT WIDTH UNIT HEIGHT DESCRIPTION MODEL1 1 7' - 0" 7' - 6"2 2 3' - 0" 7' - 0"3 1 3' - 0" 6' - 6"4 1 3' - 0" 6' - 6"5 1 3' - 10" 7' - 0"6 1 2' - 10" 6' - 10"7 1 2' - 8 1/2" 6' - 8"REV.1 06.29.2023REV.2 10.10.2023 First Floor0"Second Floor9' -4"Level 13-4' -0"12.0:1212.0:12NEW FRONT PORCHGRADE 2-2' -8"1First Floor0"Second Floor9' -4"Grade-2' -2"1ST FLOOR COTTAGE1' -4"CEILING COTT.16' -1"EXTEND DORMERLIFT HOUSE & ALIGN 2ND FLOOR COTTAGE W/ 2ND FLOOR HOUSENEW FOUNDATION14.0:122STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONEXTERIORELEVATIONSA-3JOB #/ 2022 - 2091/4" = 1'-0"1FRONT/ EXIST. ELEVATION W/ NEW FRONT PORCH1/4" = 1'-0"4REAR ELEVATIONREV.1 06.29.2023REV.1 06.29.2023REV.2 10.10.2023 First Floor0"Second Floor9' -4"Grade-2' -2"1ST FLOOR COTTAGE1' -4"CEILING COTT.16' -1"Level 13-4' -0"9.0:129.0:122.5:122.5:1210' ADDITION 2ND FLOOR NEW SHOP/ STORAGE W/ DECK ROOFADDITIONGRADE 2-2' -8"12.0:125.0:1212.0:124.0:1212.0:12First Floor0"Second Floor9' -4"Second Floor9' -4"1ST FLOOR COTTAGE1' -4"CEILING COTT.16' -1"2.5:122.5:129.0:129.0:123' - 9"8' - 0"EXTEND DORMERSNEW SHOP/STORAGE W/ ROOF DECKLIFT HOUSE & ALIGN 2ND FLOOR COTTAGEW/ 2ND FLOOR HOUSE4' ADDITION TO MAIN HOUSEADDITION7' - 0"1ST FLOOR INFILL6' - 0"SOLID STUDS BEHIND BRACKETS, TYP.TO STREET2ND FLOOR ADDITION10' - 0"EXIST. 2ND FLOOR30' - 0"NEW DECK & ROOF124.0:124.0:12STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONEXTERIORELEVATIONSA-4JOB #/ 2022 - 2091/4" = 1'-0"2RIGHT ELEVATION1/4" = 1'-0"1LEFT ELEVATIONREV.1 06.29.2023REV.2 10.10.2023 UPUPUP121110987654321UP161514131211109876543213S-51S-52S-528' - 0"32' - 0"26' - 0"24' - 0"12' - 0"4' - 0"11' - 0"5' - 0"20' - 0"3' - 0"4' - 0"6' - 0"19' - 0"30' - 0"6' - 0"5' - 6"11' - 6"15' - 0"6"NEW CRAWL ACCESS EXIST. FULL BASEMENTEXISTING SLABNEW 4" Conc. Slabw/ 10 Mil. Vapor Barrier10" Sonotube w/24" Dia. Spread Footingor Diamond Pier 75-50"NEW 4" Conc. Slab ON GRADEw/ 10 Mil. Vapor Barrier8"1F-2SLAB & WALL CONTROL JOINT @ 30' MAX. O.C.2' - 0"5' - 0"8"8"EXISTING BULKHEAD (2) #4 ALL AROUND NEW OPENINGS, LAPPED, TYP.EXIST. BEARING WALL 24' - 8"EXIST. FOUND. WALL:NEW FOUND. WALL:5F-24F-21S-61' - 5"2' - 8"3' - 10"3' - 4 3/4"DIAMOND PIER 75-50" @ STAIR LANDING POSTS235' - 7"M.O.7' - 6"1' - 11"M.O.3' - 6"6"2S-612' - 4"14' - 8"5' - 0"NEW 3 1/2" LALLY COLUMNON 24"x24"x10" CONC. FTG.NEW 3 1/2" LALLY COLUMN ON 24"x24"x10" CONC. FTG.12' - 0"14' - 0"6F-210' - 9"8' - 6"9' - 10"6' - 1"6"AAAAAAAAAAAAAA5F-1NEW FULL BASEMENTNEW FULL BASEMENTNEW95% COMPACTION REQUIRED, TYP.EXIST. BASEMENTWINDOWS5' - 8"9' - 8"14' - 8"7' - 8"EXIST. 6x8 POSTS7' - 6"6' - 6"6' - 8"EXIST. 3 1/2" DIA. LALLY ON24"x24"x10" FTG.5' - 6"10' - 6"8' - 6"19' - 0"1' - 0 1/2"23' - 6"1' - 0"24' - 6"ADDITION7' - 0"36' - 0"11' - 0"NEW CRAWL 14' - 0"3' - 11 5/8"11' - 10 1/2"NEW 10" Sonotube w/24" Dia. Spread Footingor Diamond Pier 75-50"17' - 0"3' - 6"3' - 6"9' - 2 1/2"2' - 8"6' - 6 1/8"6' - 6 1/8"3' - 9"8 1/4"5' - 0"VENT WINDOWS1*F-24*F-2EXIST. 10" CONC. WALL W/ BRICK VENEERSIMPSON STHD14RJSIMPSON STHD14RJ4' - 7"9' - 2"4' - 4"3' - 0"110' - 10"NEW 12" DIA. PIERS x 4' DEEP19F-1ACCESSIN 8' WALL2F-23F-23' - 0"16' - 9"5' - 5"FOUNDATION NOTES1. All backfill soils materials to be ASTM D 2487 soil classification groups GW, GP, GM SW, SP, SM, free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation, or other deleterious matter.2. The sub-base soils material to be a naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand ASTM C2940, with at least 95 percent passing a 1-1/2 inch sieve and not more than 8 percent passing a no. 200 sieve.3. Drainage fill to be a washed evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, size 57, with 100 percent passing a 1-1/2 inch sieve and not more than 5% passing a No. 8 sieve.4. Protect sub-grades and foundation soils from softening and damage by water, freezing temperatures, or frost.5. Excavate to sub-grade elevations regardless of character of materials and obstructions encountered.6. When sub-grade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture-condition or aerate soil, and re-compact.7. Place backfill and fill in layers not more than 8 inches in loose depth at optimum moisture content. Compact each layer under structures, building slabs, pavements, and walkways to 95% of maximum dry unit weight according to ASTM D 698; elsewhere to 90%.GENERAL EARTHWORK REQUIREMENTSCodes & Ordinances: Construction shall conform to the International Residential Code 2015 and with current Massachusetts State Building Code 780 MR -State Board of Building Regulations and StandardsGeotechnical Report: The contractor shall be familiar with the geotechnical report[If Applicable]. If a conflict occurs between these notes / specifications and the recommendation from the geotechnical engineer, then the more stringent shall apply.Verify Dimensions: Contractor shall verify all dimensions, drops, slopes, and details of these drawings with those of the architectural design plans, and contractor shall report discrepancies to engineer in writing and architect/designer prior to the start of construction.Contractor Field Verification: During construction the contractor may encounter existing conditions that were unknown during design and vary from the plans. The contractor shall notify the engineer in writing prior to proceeding with the work of all discoveries that interfere with proper execution of the work and/or jeopardize the structural integrity of the structure.Additional Details: If contractor requires additional details or information not found on the drawings or in the specifications, contractor shall request this information from engineer in writing prior to the start of construction.Revised Information: These drawings are based on certain assumptions and the engineer reserves the right to revise these documents if other information becomes available.Construction Review: Construction review services by the engineer of record are available prior to concrete placement, during the concrete placement and during and subsequent to the stressing of the post-tensioning strands, if applicable. If the engineer of record does not perform these construction reviews, then the engineer of record accepts no responsibility for improper implementation of the plans and specifications.Waterproofing: Unless otherwise specified, masonry contractor shall be responsible for providing all foundation moisture proofing and insulation.Provide waterproofing as required by state codesProvide footing drains as requiredRoof drainage: Dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5 feet from foundation walls or to a subsurface drainage system.Structural Stability During Construction: The drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor shall be responsible for all construction means and methods. The contractor, in the proper sequence, shall provide proper shoring and bracing as necessary during construction to achieve the final completed structure. Foundation Shall Not be Backfilled until 1st Floor Deck is Framed and Sheathed.Structural Foundation Notes:1. Concrete shall be 3000 PSI or strongera. Anchor bolts ASTM A307 galvanized, min. 5/8" diameter, 12" long, w/ 2-1/2" hook spaced per Code Checklist, or in concrete piers w/ Simpson ABU-series base; SPACED 2’O/C for slab-on-grade construction (i.e. Garage, Basement Walkouts, etc.). b. All walls to have min. 2#4 top horizontal, 2”clear, to prevent shrinkagec. All walls longer than 25’shall have vertical control joint with Waterstop between wall joint.2. Steel reinforcing shall be 60,000 PSI deformed bar3. Assumed net allowable soil bearing capacity, q= 2500 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONFOUNDATIONPLANF-1JOB #/ 2022 - 2091/4" = 1'-0"1FOUNDATION PLANREV.1 06.29.2023REV.2 10.10.2023 Basement COTTAGE-9' -4 3/4"Grade-2' -2"1ST FLOOR COTTAGE1' -4"10' - 2"10' - 0"8"Exist. 2x8 @ 16" o.c.w/ 3/4" T & G Plywood Subfloor2 x 6 SPF #2 Sill Plate w/ 1/2"Sill Seal; Provide 5/8" x 12" Galvanized Stl. Anchor Bolts w/ 7" Min. Concrete Embedment 48" o.c. & 6-12" from End Plates; 3"x3"x 1/4" Square Washers Required Atop Sill Plate8" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ (3) #4 Rebar (3" Clear From Bottom)Provide Preformed Filler @ Expansion Joint4" Slab W/ 6x6 #10 Welded WireMesh 1" Clear from T.O. Slab Over 10 Mil. Vapor BarrierOver 4" Min. Compacted SandWaterproof/ Insulate per MA-780 CMRProvide Perf. Footing Drain[Optional]/Bank Run Gravel Over 95% Compacted Soil(2) #4 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is RequiredOPTIONAL: #5 Rebar, Continuous @ 16" o.c.Each WayOPTIONAL: Vert. #5 Dowels Bent into Footing @ 16" o.c.2 x 4 Keyway w/ PVC WaterstopSIMPSON FJA @ 4' O.C. (OPTIONAL)2' - 0"10"24"10" (MIN.)2' - 7 7/8"2" clr.7' BACKFILLFirst Floor0"Grade-2' -2"48" MIN. BELOW GRADE2' - 0"8"2 x 8 SPF #2 Floor Joists @ 16" o.c.w/ 3/4" T & G Plywood Subfloor2 x 6 SPF #2 Sill Plate w/ 1/2" Sill Seal; 5/8" x 12" Galvanized Stl. Anchor Boltsw/ 7" Min. Concrete Embedment @ 38" o.c. & 6-12" from End Plates; 3"x3"x 1/4" Square WashersRequired Atop Sill Plate8" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ (3) #4 Rebar (Rebar Optional)2" Concrete Dust Cap over10 Mil. Vapor BarrierOver 4" Min. Compacted SandWaterproof/ Insulate per MA-780 CMRProvide Perf. Footing Drain (Optional)/Bank Run Gravel Over 95% Compacted SoilCONTRACTOR to Verify Bearing Capacity of Soil Prior to Construction (MIN. 2500 PSF)(2) #4 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required10"2x6 on Double Plate w/ P.T. Plywood4"GRADE 2-2' -8"MIN. BELOW GRADE4' - 0"2' - 0"10"4" Slab W/ 6x6 #10 Welded WireMesh 1" Clear from T.O. Slab Over 10 Mil. Vapor BarrierOver 4" Min. Compacted Sand* 2 x 6 SPF #2 Sill Plate w/ 1/2" Sill Seal; * 5/8" Galvanized Stl. Anchor Bolts w/ 7" Min. Concrete Embedment @ 24" o.c. & 6-12" from End Plates;* 3"x3"x 1/4" Square Washers Required Atop Sill Plate[2] #4 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required24" x 10" Concrete Footingw/ (3) #4 Rebar (Rebar Optional)Waterproof/ Insulate per MA-780 CMR8" Thick Poured Concrete Foundation WallPreformed Filler @ Expansion JointCONTRACTOR to Verify Bearing Capacity of Soil Prior to Construction[MIN. 2500 PSF]2x4 Keyway w/ PVC WaterstopFirst Floor0"SIMPSON ABU66 w/ 5/8" Dia. Anchor Bolt w/ Min. 7" Concrete Embedment6x6 PT Post10" Dia Sonotube w/ 24" Dia. Spread FootingMIN.4' - 0"SIMPSON HUC -Face Hanger4 x 4 PT PostUse Simpson ABU44 ConnectorPin Caps1 14" Nom. Diameter Galv. Pipe. Length Varies w/ Soil Conditions. See Manufacturer's Capacity GuidelinesExisting Grade [95% Compaction of Earth Required] Install Pier to Midpoint or Deeper5/8" Galv. Bolt, Approx 1" Height Above Concrete6x6 PT POSTSIMPSON HUC -FACE HANGER3 -2x8 PT Deck BeamFirst Floor0"Basement COTTAGE-9' -4 3/4"1ST FLOOR COTTAGE1' -4"GRADE 2-2' -8"7' BACKFILL10' - 2"8".2' - 0"10"Exist. 2x8 @ 16" o.c.w/ 3/4" T & G Plywood Subfloor2 x 8 P.T. Sill Plate w/ 1/2"Sill Seal; Provide 5/8" x 12" Galvanized Stl. Anchor Bolts w/ 7" Min. Concrete Embedment 48" o.c. & 6-12" from End Plates; 3"x3"x 1/4" Square Washers Required Atop Sill Plate8" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ (3) #4 Rebar (3" Clear From Bottom)Provide Preformed Filler @ Expansion Joint4" Slab W/ 6x6 #10 Welded WireMesh 1" Clear from T.O. Slab Over10 Mil. Vapor BarrierOver 4" Min. Compacted SandWaterproof/ Insulate per MA-780 CMRProvide Perf. Footing Drain[Optional]/Bank Run Gravel Over 95% Compacted Soil#4 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is RequiredOPTIONAL: #5 Rebar, Continuous @16" o.c.Each Way OPTIONAL: Vert. #5 Dowels Bent into Footing @ 16" o.c.2 x 4 Keyway w/ PVC WaterstopSIMPSON FJA @ 4' O.C. (OPTIONAL)24"10" (MIN.)2 1/4" clr.3'0" - 4'0"4" Brick Veneer4".4".First Floor0"GRADE 2-2' -8"2 x 8 SPF #2 Floor Joists @ 16" o.c.w/ 3/4" T & G Plywood Subfloor2 x 8 PT. Sill Plate w/ 1/2" Sill Seal; 5/8" x 12" Galvanized Stl. Anchor Boltsw/ 7" Min. Concrete Embedment @ 38" o.c. & 6-12" from End Plates; 3"x3"x 1/4" Square WashersRequired Atop Sill Plate8" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ (3) #4 Rebar (Rebar Optional)2" Concrete Dust Cap over10 Mil. Vapor BarrierOver 4" Min. Compacted SandWaterproof/ Insulate per MA-780 CMRProvide Perf. Footing Drain (Optional)/Bank Run Gravel Over 95% Compacted SoilCONTRACTOR to Verify Bearing Capacity of Soil Prior to Construction (MIN. 2500 PSF)#4 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required4".4".8"4" Brick Veneer2' - 0"10"SIMPSON ABU44 w/ 5/8" Dia. Anchor Bolt[w/ Hook] w/ Min. 7" Concrete Embedment4x4 PT Post12" Dia. Conc. Pier48" Min. Below Grade2" Above GradeFirst Floor0"Basement COTTAGE-9' -4 3/4"1ST FLOOR COTTAGE1' -4"8' - 10"6"MAX. BACKFILL7' - 0"2' - 0"10"8"NEW 2x8 @ 16" o.c.w/ 3/4" T & G Plywood Subfloor2 x 6 SPF #2 Sill Plate w/ 1/2"Sill Seal; Provide 5/8" x 12" Galvanized Stl. Anchor Bolts w/ 7" Min. Concrete Embedment 48" o.c. & 6-12" from End Plates; 3"x3"x 1/4" Square Washers Required Atop Sill Plate8" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ (3) #4 Rebar (3" Clear From Bottom)Provide Preformed Filler @ Expansion Joint4" Slab W/ 6x6 #10 Welded WireMesh 1" Clear from T.O. Slab Over 10 Mil. Vapor BarrierOver 4" Min. Compacted SandWaterproof/ Insulate per MA-780 CMRProvide Perf. Footing Drain[Optional]/Bank Run Gravel Over 95% Compacted Soil(2) #4 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required2 x 4 Keyway w/ PVC WaterstopFirst Floor0"Basement COTTAGE-9' -4 3/4"GRADE 2-2' -8"6' - 7 3/4"WALL HEIGHT8' - 10"2' - 0"10"8"STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONFOUNDATIONDETAILSF-2JOB #/ 2022 - 2091/2" = 1'-0"1FOUNDATION WALL DETAIL1/2" = 1'-0"4CRAWL SPACE FOUND. WALL DETAIL1/2" = 1'-0"5SLAB ON GRADE FOUND. WALL DET.1/2" = 1'-0"6SONOTUBE DETAIL1/2" = 1'-0"7DIAMOND PIER DETAIL1/2" = 1'-0"8BEAM TO POST CONNECTION DET.1/2" = 1'-0"1*FOUND. WALL DETAIL W/ BRICK VENEER1/2" = 1'-0"4*CRAWL SPACE FND. DET. W/ BRICK VENEER1/2" = 1'-0"9CONC. PIER DETAIL1REV.1 06.29.20231/2" = 1'-0"2FOUND. DETAIL @ NEW ADDITION1/2" = 1'-0"3FOUND. DETAIL @ NEW SHOP1 UPUPUP121110987654321UP161514131211109876543213S-51S-52S-5EXIST. BEAM 4 -1 3/4" x 18" LVLNEW 2x6FLOOR JOISTS @ 16" O.C.NEW 2x8 FLOOR JOISTS @ 16" O.C.NEW 2x8 FLOOR JOISTS @ 16" O.C.EXIST.2x6 SISTERED W/ 2x8 FLOOR JOISTS @ 16" O.C.26' - 0"2' - 0"22' - 0"15' - 0"6"7' - 6"6' - 6"6' - 8"8' - 5 3/4"EXIST. 2x8 @ 16"FLOOR JOISTS V.I.F.12' - 0"14' - 0"EX. 3-2x8 ADD (1) LVL Ea. Side (SEE FLITCH BEAM DET.)28' - 0"19' - 0"7' - 0"6' - 0"30' - 0"SLAB ON GRADENEW 2x6 P.T.DECK JOISTS@ 16" O.C.15' - 4"5F-232' - 0"1S-6EXIST. 2x4 BEARING WALL ON 16"x10" STRIP FTG.EXIST.2x6 SISTERED W/ 2x8 FLOOR JOISTS @ 16" O.C.232 x 6 PT Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, Use (4) SIMPSON DTT1Z Eq. Space, TYP.2-2x6 P.T.2-2x6 P.T.3-2x6 P.T.6x6 P.T./ DECRATIVE POST W/ ABU66 BASE ON SONOTUBE OR DIAMOND PIER 75-50" , SEE F-1 FOR DETAILS2S-6* Provide Solid Dimensional Blocking OR Double Joists Below Interior Partitions,Kitchen Islands, Tubs, Iron Sink, Etc., TYP.* All Interior Non-Bearing Walls to Be Framed w/ (1) Top Plate to Bottom Face of Strapping,Typ.10' - 8 1/2"10' - 6"8' - 6"NEW EGRESS WINDOWEXIST. 2-9 1/4" LVL10' - 2 1/2"3' - 4"EXIST. 3-2x10 (2-SPAN)EXIST. 3 1/2" DIA. LALLY ON24"x24"x10" FTG.EXIST. BEAM 3 -1 3/4" x 16" LVLFULL BASEMENT123' - 6"1' - 0"43' - 0"4' - 8"10' - 4"5' - 0"NEW 2x8 P.T.@ 16" O.C.DECK JOISTS3-2x8 P.T.3-2x8 P.T.3-2x8 P.T.2-2x8 P.T.2-2x8 P.T.DN2 x 8 PT Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, USE (4) DTT1Z EQ. SPACED,TYP.4' - 6"8' - 6"9' - 10"6' - 1"Dimensional Blocking @ 4' o.c. in First 2 Joist & Rafter Bays, TYP2-2x812' - 0"4RDNPOST TO ATTIC14' - 5 1/4"5' - 2 3/4"SISTER W/ 2x8 @16" O.C.EXIST. POST UP10' - 0"4' - 8 1/4"2 -7 1/4" LVLENLARGE OPENING9' - 9" +/-DBL. RIM JOIST224' - 4"2 -7 1/4" LVL2 -7 1/4" LVL2 -7 1/4" LVL1NEW 2x6 P.T.@ 16" O.C.4x4 P.T. w/ ABU44 Baseon 12" Dia. Conc. FTG.3-2x6 P.T.2-2x6 P.T.2-2x6 P.T.112 -7 1/4" LVLACCESSIN 8' WALL3'3"x6' DECK2 x 6 PT Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, USE (4) DTT1Z EQ. SPACED,TYP.26' - 0"5' - 6 1/2"NEW BEARING WALL EXISTING BRG. WALL EXISTING NON-BRG. NEW NON-BEARING WALL LEGENDEX. 3-2x8ADD 1 3/4"x 7 1/4" LVL EA. SIDE 2"2"(2)1/2" DIA. BOLTSW/ WASHERS @ EA. END @ 2' O.C.STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATION1ST FLOORFRAMINGS-1JOB #/ 2022 - 2091/4" = 1'-0"11ST FLOOR FRAMING1 1/2" = 1'-0"2FLITCH BEAM DETAILREV.1 06.29.2023REV.2 10.10.2023 DNDNDN3S-51S-52S-5EXIST. 2x8 JOISTS@ 16" O.C.BEARING WALL ?15' - 0"NEW (2)-2x10 P.T. @ 12" O.C.ORTJI 11 7/8" 560 @ 12" O.C.NEW BEAM: 4-14" LVL FLUSH BOTT.NEW 2x6 @ 16" O.C.CEILING JOISTSNEW 2x8 @ 16" O.C.FLOOR JOISTS10' - 8"4' - 4"28' - 0"22' - 0"40' - 0"1S-67' - 0"ASSUMED EXIST. BEAM / EXT. WALL UP2-9 1/4" LVL< 4' OPNG.3-2x6 HDR(1K/1J) EA. END, TYP.< 4' OPNG.3-2x6 HDR(1K/1J) EA. END32' - 0"* ADDITIONAL 2' SOIL MAX.NEW /2-SPN: 3-7 1/4" LVL W/ HU68 hnager23EXIST. 2-2x8 @ 16" O.C.2S-6* Provide Solid Dimensional Blocking OR Double Joists Below Interior Partitions,Kitchen Islands, Tubs, Iron Sink, Etc., TYP.* All Interior Non-Bearing Walls to Be Framed w/ (1) Top Plate to Bottom Face of Strapping,Typ.1NEW BEAM: 4-14" LVL 19' - 3"2-11 7/8" LVL 15' - 0"15' - 0"EXIST.2-SPAN BEAM V.I.F. 6' - 0" +/-20' - 0"10' - 0"3' - 0"4' - 0"6' - 3 1/2"29' - 8 1/2"EXIST.CEILING JOISTSEXIST. 3-2x12 DROP BEAMEXIST. POSTING,LALLY COLUMNS BELOWEXIST. BEARING WALL26' - 0"24' - 0"15' - 0"6' - 0"18' - 0"1' - 0"10' - 3 1/2"10' - 8 1/2"10' - 6"8' - 6"NEW 2x6 @ 16" O.C.CEIL. JOIST ABOVE LAUNDRY2-2x62-2x63-2x62x6 @ 16" O.C.CEIL. JOISTS @ PORCH2 x 6 Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, TYP.EXIST. POST5' - 4"4' - 4"25' - 0"30' - 0"5' - 8"Dimensional Blocking @ 4' o.c. in First 2 Joist & Rafter Bays, TYPNEW 6x6 POST DNMIN 3-11 7/8" LVL REQUIRED W/ HU610 hnagerV.I.F.15' - 0" +/-8' - 6"12' - 5 1/4"14' - 5 1/4"5' - 2 3/4"4' - 2 3/4"2-9 1/4" LVL4*F-2FIG.17 STRAPS REQUIREDMIN. 2-2x8 HDREXIST. HDRNEW BEARING WALL EXISTING BRG. WALL EXISTING NON-BRG. NEW NON-BEARING WALL LEGENDSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATION2ND FLOORFRAMINGS-2JOB #/ 2022 - 2091/4" = 1'-0"12ND FLOOR FRAMINGREV.1 06.29.2023 3S-51S-52S-51S-6NEW 2x8 @16" O.C.CEILING JOIST28' - 0"22' - 0"32' - 0"8' - 0"EXIST. BEARING WALLNEW 2-2x8 FLUSH BOTT.12' - 4"5' - 2 3/4"16' - 0"EXIST. 2x6 @ 16" O.C.CEILING JOISTSNEW CEILING JOISTS:2x10 @ 16" O.C.EXIST. VALLEY ABOVEEXIST. VALLEYEXIST. VALLEYEXIST. VALLEY32' - 0"8' - 0"30' - 0"15' - 2" +/-1' - 6"25' - 6"5' - 0"5' - 0"15' - 0"10' - 6"1' - 6"232S-6BEARING WALL1EXIST. 2ND FLOOR30' - 0"ADDITION10' - 0"EXIST. EXTERIOR WALL (BEARING), NOW INTERIOR8' - 0"2x4 ON FLAT@ 8' O.C.EXIST. 2x6 @ 16" O.C.CEILING JOISTSEXIST. 2x6 @ 16" O.C.CEILING JOISTS23' - 5 1/8"Dimensional Blocking @ 4' o.c. in First 2 Joist & Rafter Bays, TYP3-2x6 COUNT. HDR(1K/1J) EA. END>4' / 3-2x6 HDR(1K/1J) EA. ENDFIG.17 STRAPS REQUIREDNEW BEARING WALL EXISTING BRG. WALL EXISTING NON-BRG. NEW NON-BEARING WALL LEGENDSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONCEILINGFRAMINGS-3JOB #/ 2022 - 2091/4" = 1'-0"1CEILING FRAMING 3S-51S-52S-5ASSUMED EXSIT. 2x RIDGE PLATE (V.I.F.)2-9 1/4" LVL DORMER TRIMMERNEW 2x10 RAFTERS @ 16" O.C.2-9 1/4" LVL DORMER TRIMMER2-9 1/4" LVL DORMER TRIMMER2-9 1/4" LVL DORMER TRIMMERNEW 2x10 RAFTERS @ 16" O.C.>4' / 3-2x6 HDR(1K/1J) EA. END>4' / 3-2x6 HDR(1K/1J) EA. ENDNEW RAFTERS:2x10 @ 16" O.C.NEW RAFTERS:2x10 @ 16" O.C.NEW 2x12 RIDGE PLATEOVEFRAMED PEAKEXIST.RAFTERS 2x8 @ 16" O.C.EXIST. VALLEYEXIST. VALLEYNEW OVERFRAMED ROOF 2x8 @ 16" O.C.NEW OVERFRAMED ROOF 2x8 @ 16" O.C.EXIST. VALLEYEXIST. VALLEYEXIST. RIDGE BEAM2x10 EXIST. RIDGE PLATE1S-6EXIST. RIDGE BEAMEXIST. ROOFNEW RAFTER:2x10 @ 16" O.C.ROOF @ 1ST FLOOR3-2x102-2x10EXIST. HIP 2-2x32' - 0"8' - 0"5' - 8"30' - 0"32' - 0"8' - 0"1' - 6"25' - 6"5' - 0"32' - 0"26' - 0"24' - 0"5' - 0"15' - 0"10' - 6"1' - 6"28' - 0"22' - 0"23SIMPSON LSSR410 HANGER2S-6>4' / 3-2x6 HDR(1K/1J) EA. END>4' / 3-2x6 HDR(1K/1J) EA. ENDWIND Blocking @ 4' o.c. in First 2 Rafter Bays, TYP.12-JACK POCKET, TYP.3-2x6 COUNT. HDR(1K/1J) EA. ENDEXIST.RAFTERS 2x8 @ 16" O.C.EXIST.RAFTERS 2x8 @ 16" O.C.OVERHANG RAFTERS1' - 4" .1' - 4"NEW PORCH RAFTERS:2x6 @ 16" O.C.2-2x6 HIP2-2x6 H IP3-2x6 SPF#2 2-2x6 2-2x6 2-2x6 HIP6' - 1"9' - 10"8' - 6"2x8 RAFTERS @ 16" O.C.(1ST FLOOR)3' - 0"10' - 3 1/2">4' / 3-2x6 HDR(1K/1J) EA. ENDFIG.17 STRAPS REQUIREDNEW ROOF RAFTERS:2x6 @ 16" O.C.22 x 6 Ledger w/ 2 Rows of LedgerLOK @ 16" o.c.,2" Min. Edge Distance @ T&B, TYP2-2x6 HIP RAFTER4:12pitch2-2x6 BEAM All AroundP.T./ DECRATIVE POST W/ ECCL/R CAP AND ABU44 BASE ON CONC. PIER OR DIAMOND PIER 75-50" , SEE F-1 FOR DETAILSSTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONROOFFRAMINGS-4JOB #/ 2022 - 2091/4" = 1'-0"1ROOF FRAMINGREV.1 06.29.2023REV.2 10.10.2023 First Floor0"Basement COTTAGE-9' -4 3/4"Basement COTTAGE-9' -4 3/4"Second Floor9' -4"Grade-2' -2"9' - 4"1ST FLOOR COTTAGE1' -4"1ST FLOOR COTTAGE1' -4"8' - 0"CEILING COTT.16' -1"3' - 6"6' - 9"NEW FOUND. WALL10' - 2"10' - 0"8' - 8"GRADE 2-2' -8"8"EXIST. 3-2x8 BEAMADD 1 3/4"x7 1/4" LVL EA. SIDENEW 2x10 SPF#2 @ 16" O.C.RAFTERS @ DORMERS(2)2x10 P.T. @ 12" O.C.OR 11 7/8" 560 TJI @ 12" O.C.10' - 9 1/4"3' - 4"8' - 8"BALLOON FRAME GABLE WALLS, TYP.NEWEXIST.NEW 2x6 @ 16" O.C. COLLAR TIES8' - 0 1/2"NEW BEAMEXIST. BEAM (V.I.F.)MIN 3-11 7/8" LVL2.0:127' - 0"NEW DORMER TRIMMERS: 2-91/4" LVL @ EA. END EXIST. 4-18" LVL4' - 0"LOFT/ROOM8' - 6"7' - 7 3/4"First Floor0"Basement COTTAGE-9' -4 3/4"Second Floor9' -4"Grade-2' -2"1ST FLOOR COTTAGE1' -4"CEILING COTT.16' -1"3' - 6"2' - 2"20' - 0"12' - 0"10' - 9 1/4"V.I.F.4' - 0" +/-GRADE 2-2' -8"2' - 3 3/4"8' - 0"10' - 8"8' - 6"3' - 4"NEW (2)2x10 P.T @ 12" O.C.OR 11 7/8" 560 TJI @ 12" O.C.NEW 2x6 @ 16" O.C. CEILING JOISTSWall Construction:-Cedar Shingles, 5" Exp.-30 Lb. Felt-Vert. 7/16" Plywood Sheathing w/ 8D @ 3" o.c. Edge/ 12" o.c. Field-2x6 SPF #2 Studs @ 16" o.c.Mid-Height Blocking@ Walls >8'-1/2" Gypsum, InteriorDECK FRAMING:2x10 P.T. @ 16" O.C.2 x 10 PT LEDGER W/ 2 ROWS of LDGERLOK @ 16" o.c., 2" MIN. EDGE DISTANCE @ T&B, TYP2x6@ 16" O.C. SPF#2 FLOOR JOISTS 3' - 4"18' - 10"4.0:122First Floor0"Basement COTTAGE-9' -4 3/4"Second Floor9' -4"Grade-2' -2"GRADE 2-2' -8"3' - 4"3' - 4"10' - 9 1/4" +/-NEW (2)2x10 P.T @ 12" O.C.OR 11 7/8" 560 TJI @ 12" O.C.Wall Construction:-Cedar Shingles, 5" Exp.-30 Lb. Felt-Vert. 7/16" Plywood Sheathing w/ 8D @ 3" o.c. Edge/ 12" o.c. Field-2x6 SPF #2 Studs @ 16" o.c.Mid-Height Blocking@ Walls >8'-1/2" Gypsum, InteriorDECK FRAMING:2x10 P.T. @ 16" O.C.2 x 8 PT LEDGER W/ 2 ROWS of LDGERLOK @ 16" o.c., 2" MIN. EDGE DISTANCE @ T&B, TYP2x6 @ 16" O.C. SPF#2FLOOR JOISTS 2x6 @ 16" O.C. RAFTERS, CURVEDPLATE HEIGHT8' - 6"1STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONSTRUCTURALSECTIONSS-5JOB #/ 2022 - 2091/4" = 1'-0"3SECTION 31/4" = 1'-0"1SECTION THROUGH SHOP FACING COTTAGE1/4" = 1'-0"2SECTION THROUGH SHOP FACING HOUSEREV.1 06.29.2023REV.2 10.10.2023 Multiple pieces can be nailed or bolted together toform a header or beam of the required size, up toa maximum width of 7"Load must be applied evenly acrossentire beam width. Otherwise, useconnections for side-loaded beams.When fasteners are required on bothsides, stagger fasteners on the secondside so they fall halfway betweenfasteners on the first side.(1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, WS, or Truss-LOK-EWP™.(2) An additional row of nails is required with depths of 14" or greater.(3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below.Piece Width# ofPliesFastenerType Min. Length # Rows O.C. Spacing Location10d nails 3"31/2"13/4"234212d-16d nailsScrews10d nails12d-16d nailsScrews10d nails12d-16d nailsScrewsScrews1/2" bolts(1)(3)(3)31/4"33/8" or 31/2"3"31/4"33/8" or 31/2"5"3"31/4"5" or 6"63/4"5" or 6"63/4"8"3223223222212"24"12"24"12"24"24"24"One sideBoth sidesOne sideBoth sidesOne side(per ply)Both sidesOne sideBoth sidesOne side-(2)(2)(2)(2)(2)(2)Fastener InstallationRequirementsMultiple-Member Connections for Top-Loaded BeamsAssembly C13/4"31/2"Assembly B13/4"Assembly D13/4"31/2"13/4"13/4"2"2"Assembly E31/2"2"2"13/4"2"2"Assembly A Assembly FFirst Floor0"Basement COTTAGE-9' -4 3/4"Second Floor9' -4"Grade-2' -2"1ST FLOOR COTTAGE1' -4"OVERFRAMED PEAKNEW 2x10 @ 16" O.C. RAFTERS ATTIC8' - 8"5' - 6 1/2"30' - 1 1/2"CL15' - 0"15' - 0"Roof Construction:-Roofing Material to Match Existing-30 Lb. Felt-9/16" Plywood Sheathing w/ 8D @ 6" o.c. Edge, 6" o.c. Field-2x10 @ 16" o.c. Rafters-Foam Insulation per CodeWall Construction:-Siding to Match Existing-30 Lb. Felt-Vert. 7/16" Plywood Sheathing w/ 8D @ 3" o.c. Edge/ 12" o.c. Field-2x6 SPF #2 Studs @ 16" o.c.Mid-Height Blocking @ Walls >8'-Batt Insulation per Code-1/2" Gypsum, Interior-Balloon Frame Gable WallsFloor Construction:-Finish Flooring-30 Lb. Felt-3/4" T&G Plywood Sheathing-2x8 @ 16" o.c. Joists-Fiberglass Batt Insulation per Code2x6 @ 16" o.c. Ceiling JoistsHurricane Ties H2.5A, (TYP)Hurricane Ties H2.5A, (TYP)BELOW GRADE4' MIN.Fasten 2 x PT Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, TYP7' - 0 3/4"20' - 0 1/4"NEW BEAM: 4-14" LVLNew 2x10 @ 16" o.c. Ceiling Joists2x4 on Flat @ 8' o.c.8' - 0"MAX.8' - 6"4.0:125.0:125.0:12BLOCKING OR DBL JOISTS BELOWINTERIOR PARTITIONS, TYP.SIMPSON CS-16SIMPSON H2.5A SIMPSON ABU66SIMPSON CCQSIMPSON LSCZD-1D-2D-3 D-4D-5 D-6D-7D-8SIMPSON LCCSIMPSON LUS D-9HHUS28SIMPSON DTT1ZSIMPSON HUCD-10D-11SIMPSON LRUZD-12SIMPSON LSTA18D-13STHD14RJECCL/RD-142MULTIPLE-MEMBER CONNECTIONS FOR WALL STUDS2-PLY NAILING RECOMMENDATIONSFor 2x4, 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8:Minimum of two rowsof 16d (0.131" x 31/4") pneumatic nails at 10" on-center, staggered.Nail from one side.For 2x4:Minimum of two rowsof 16d (0.131" x 31/4") pneumatic nails at 8" on-center, staggered.For13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8:Minimum of three rowsof 16d (0.131" x 31/4") pneumatic nails at 5" on-center, staggered.Nail from both sides.For 2x4:Nail each ply to the other with a minimum of two rowsof 16d (0.131" x 31/4") pneumatic nails at 5" on-center. When connecting each ply, offset nail rows by 2" from the ply below.For13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8:Nail each ply to the other with a minimum of three rowsof 16d (0.131" x 31/4") pneumatic nails at 5" on-center. When connecting each ply, offset nail rows by 2" from the ply belowor Minimum of two rowsof 1/2" diameter bolts spaced at 8" o.c3-PLY NAILING RECOMMENDATIONS4-PLY NAILING RECOMMENDATIONSWOOD STRUCTURAL PANEL [WSP] NOTES:Wood Structural Panels Shall be a Minimum Thickness of 7/16" and Be Installed as Follows:1. Panels Shall Be Installed with Strength Axis Parallel to Studs.2. All Horizontal Joists Shall Occur Over and Be Nailed to Framing.3. On Single Story Construction, Panels Shall be Attached to Bottom Plates and Top Member of the Double Top Plate.4. On Two Story Construction, Panels Shall be Attached to the Top Member of the Upper Double Top Plate and to Band Joist at Bottom of Panel. Upper Attachment of Lower Panel Shall be Made to Band Joist and Lower Attachment Made to Lowest Plate at First Floor Framing.5. Horizontal Nail Spacing at Double Top Plates, Band Joists, and Girders Shall Be a Double Row of 8D Staggered @ 3 Inches o.c. Per Attached Figures.First Floor0"Basement COTTAGE-9' -4 3/4"Second Floor9' -4"1ST FLOOR COTTAGE1' -4"CEILING COTT.16' -1"GRADE 2-2' -8"8' - 10"8' - 10"10' - 2"10' - 2"1' - 4"8' - 0"NEW FULL BASEMENT UNDERNEATH CONNECTIONNEW FULL BASEMENT UNDERNEATH COTTAGEEXIS. FULL BASEMENT UNDERNEATH MAIN HOUSESTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Betty Ludtke30 WachusettHyannis Port, MA 02601bettyludtke@verizon.netINITIAL ISSUE 09.07.202230 WACHUSETT AVEHYANNIS PORTMA, 02601LUDTKERENOVATIONSTRUCTURALSECTION &DETAILSS-6JOB #/ 2022 - 2091/4" = 1'-0"1SECTION 41/4" = 1'-0"2SECTION 51REV.1 06.29.2023REV.2 10.10.2023