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HomeMy WebLinkAboutCOA 98 Rue Michele for Committee use only By a vote of Conditions of Approval This Certificate is hereby APPROVED DENIED Aye Nay Abstain Date __________________________ New Build Addition Alteration Residential Type of Building House Garage Barn Shed Other Project Roof Windo ws/Doors Siding/Painting Solar Other Landscape Feature Fence Wall Flag Pole Pool Other New Sign Replace Sign Repaint Sign Town of Barnstable Old King's Highway Historic District Committee 367 Main Street, Hyannis, Massachusetts 02601 Telephone: (508) 862-4787 Email: erica.brown@town.barnstable.ma.us APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made, with one (1) complete, colored set, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: Date Date Built: Map & Parcel Property Ow ner Phone Street address Email Village Mailing address Signature Agent/Contractor Phone Agent Address Email Agent Signature If approved, the Certificate of Appropriateness expires one year from the stamped approval date or upon the expiration of a Building Permit, w hichever date shall be later. A one year ex tension may be requested, in w riting, to the Old King’s Highw ay Administrative Assistant at 367 M ain Street, Hyannis, M A 02601. This request must be received prior to the date of expiration. There is a 10 day appeal period plus a four day waiting period for all applications after w hich time your approval paperw ork w ill be availabl e for pickup and building per mit sign-off. All applications are subject to meeting any applicable building code requirements. Check all categories that apply Building Construction Commercial Sign Other _ Description of Proposed Work Construction of a new 4 bedroom home in Barnstable. CERTIFICATE OF APPROPRIATENESS – SPEC SHEET CHIMNEY Material Color ROOF Make & style Color Roof Pitch (s) – (7/12 minimum) (specify on plans for new building & major additions) GUTTER T ype/Material Color WINDOWS, DOORS, TRIM, SHUTTERS, SKYLIGHTS Window /Door Tri m material Wood Other specify Size of cornerboards Size of casings (1X4 min) Color Rakes 1st member 2nd Member Depth of overhang Window s: Make/Model Material Color Window Grills Divided Light Exterior Glued Grills Grills Between Glass Remo vable Interior Grills No Grills Grill Pattern Doors: Style & Make Material Color Garage doors: Style Size of opening Material Color Shutters: Type & Style Material Color Skylights: Type Make & Model Material Size Color SIDING Type Clapboard Shingle Other Material Red Cedar White Cedar Other Paint Color FOUNDATION T ype (max 12’ exposed) DECK Material Color SIGNS Size Materials Color FENCE T ype (split rail, chain link) Color Material Length RETAING WALL Description LIGHTING Type and location (free standing affixed to structure, illuminated) CHECKLIST – CERTIFICATE OF APPROPRIATENESS Please com plete the Checklist that is applicable to your project. Submit electronic complete colored set, unless otherwise noted FEES Filing Fee according to fee schedule, please make checks payable to the Town of Barnstable Legal Ad fee, will be billed, made payable to the Town of Barnstable First Class Postage Sta mps for abutter notification. Please contact Barnstable Old King’s Highway Office for correct count ALTERATIONS (new paint color, change of siding material, roofing, windows, doors, shutters, etc) Application for Certificate of Appropriateness Spec Sheet, brochures and color samples Plans of building elevatio ns/photographs, ONLY if there is a change to the location and size of the windo w (s) or Door (s). MINOR ADDITIONS (decks, enclosing a porch, sheds (over 120 sqft) Application for Certificate of Appropriateness, Spec Sheet, brochures and color samples Site Plan, ONLY if there are changes to the footprint (see site plan criteria below) A site plan drawn on a mortgage survey plan or GIS map may be used for minor additions, UNLESS the porch, deck, pool, or Shed etc. is close to lot lines, zoning setback lines, or other buildings, in which case a certified site plan must be submit ted Photographs of all building elevation affected b y any proposed alterations Plans 1 copy of the plan(s) at reduced scale to fit 8.5x11 or 11x17 paper or 1 electronic complete colored set Co mpany brochure of manufacturers shed or to -scale sketch or affected structure or building elevations ASSESSORY STRUCTURES, NEW/ALTERED (fences, new stonewalls, changes to retaining walls, pools etc) Application for Certificate of Appropriateness Spec Sheet, brochures &/or diagram Site Plan (see site plan criteria below) Photographs of any existing structure that will be affected by the change SIGNS (complete sign supplement) Rendering of the proposed sign, sho wing graphics, dimensions, design and height of post, color, and materials Site Plan on GIS map or mortgage survey, or photograp hs, or to-scale sketch of building elevation sho wing location of Proposed sign; and any tree to be removed near a freestanding sign (see below for site plan criteria) SOLAR PANELS (complete solar panel supplement) Drawing of locations of panels on house showing roof and panel dimensions Site Plan sho wing location of building on property (see site plan criteria below) SITE PLAN CRITERIA Name of applicant, street location, map and parcel Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates North arro w, written and drawn to scale Changes to existing grades shown with one -foot contours Proposed & existing footprint of building and/or structures, and distance to lot lines Proposed driveway location Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system Retaining walls or accessory structures (e.g. pool, tennis court, cabana, barn, garage, etc) NEW BUILDINGS, ADDITION, OR COMMERICAL BUILDING CHECKLIST – CERTIFICATE OF APPROPRIATENESS Submit electronic complete colored set, unless otherwise noted Application for Certificate of Appropriateness Spec Sheet, brochures or diagram Site Plan Name of applicant, street location, map and parcel Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates North arro w, written and drawn to scale Changes to existing grades shown with one -foot contours Proposed & existing footprint of building and/or structures, and distance to lot lines Proposed driveway location Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system Retaining walls or accessor y structures (e.g. pool, tennis court, cabana, barn, garage, etc) Building Elevations Plans at scale of ¼’ = 1 foot; a written drawn scale Plans at a reduced scale to fit 8.5”x11 or 11x17 paper Name of applicant, street location, map and parcel Name of Building Designer, or architect; original signature of plan preparer and stamp; plan date, and all revision dates. *All new house or comm ercial building plans must have an original signature and stamp, if any, by a registered Architect, mem ber of AIBD, or a licensed Massachusetts Hom e Improvement Contractor, unless this requirement is waived by the Old King’s Highway Historic District Committee. A written and bar drawn scale Elevations of all (affected) sides of the building, with dimensions in cluding height from the natural grade adjacent to the Building to the top of the ridge; location and elevatio n of finished grade, roof pitch (s) dormer setbacks; trim style, windo w And door styles. Changes to existing building must be clouded on drawings. Windo w schedule on plans Landscape Plan (drawn on a certified perimeter plan containing the following) Name of applicant, street address, assessor’s map and parcel number Name, address, and telephone number of the plan preparer, pl an date, & date of revisions The location of existing and proposed buildings and structures, and lot lines Natural features o f site (i.e. rock outcroppings, streams, wetlands, etc) Existing buffer areas to remain Location and species of trees and plants Driveway, parking areas, walkways, and patios, indicating materials to be used Existing stone walls, and proposed walls including retaining walls for slope retention or septic systems For removal of stone walls, you must file a demolition application All proposed exterior lighting and signs Sketch or Photos of adjacent properties A sketch (s) to scale or photographs of nearby adjacent buildings, where present, along both sides of the street frontage, Showing the proposed new house or commercial building in scale and in relationship to the existing buildings. Please discuss with staff if you do not think this is relevant to your application. Photographs of all sides of existing buildings to remain or being added to Existing building, foot print Building 1 (sq. ft.) Building 2 (sq. ft.) Exiting building, gross floor area, including area of finished basement Building 1 (sq. ft.) Building 2 (sq. ft.) New Building or addition, foot print Building 1 (sq. ft.) Building 2 (sq. ft.) New Building or addition, gross floor area, including area of finished basement Building 1 (sq. ft.) Building 2 (sq. ft.) Plan preparer, signature and date SOLAR PANEL SUPPLEMENT STRUCTURE ONE STRUCTURE TYPE Ho me Garage Barn ELEVATION PLACEM ENT North ROOF M EASUREM ENTS South East West Length SOLAR PANEL M EASUREM ENTS Height Pitch Length SOLAR PANEL TYPE & FINISH Depth Width Color Finish (matte or glossy) STRUCTURE TWO STRUCTURE TYPE Ho me Garage Barn ELEVATION PLACEM ENT North ROOF M EASUREM ENTS South East West Length SOLAR PANEL M EASUREM ENTS Height Pitch Length SOLAR PANEL TYPE & FINISH Depth Width T ype Roof Mounted Ground Mounted Canopy/Carport System Color Finish (matte or glossy) Solar Co mpany Phone Solar representative Print Name Signature Date SIGN SUPPLEMENT PROJECT TYPE New Minor Change to Existing Sign Replace Existing Color Replace Existing Sign with New MOUNTING TYPE Post Mount Post Mount Installation Type Surface Installation Direct Burial Installation Wall/Surface Mount Mounting type Elevation affixed to ASTHETICS Size Material Lettering (style) Color Post/Mount Material Color Height to Crossbar Single Faced Double Faced LIGHTING Will the sign be lit Yes No T ype of Lighting Placement of Lighting ADDITIONAL INFORM ATION 1,000.00 This map is for illustration purposes only. It is not adequate for legal boundary determination or regulatory interpretation. This map does not represent an on-the-ground survey. It may be generalized, may not reflect current conditions, and may contain cartographic errors or omissions. Parcel lines shown on this map are only graphic representations of Assessor’s tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. 167083 Feet feetApprox. Scale: 1 inch =83 Legend Town of Barnstable GIS Unit 367 Main Street, Hyannis, MA 02601 508-862-4624 gis@town.barnstable.ma.us Map printed on:5/28/2024 Road Names V36DB36F10'-0"10'-0"1'-4"3'-0"3'-0"1'-4"2'-6"2'-6"4'-0"4'-0"4'-0"2'-6"2'-0"20' - 10"23' - 11"44' - 9"15' - 3"5' - 7"4' - 3 3/4"7' - 2"8' - 11 1/2"3' - 5 3/4"5' - 1"45' - 2"16' - 5"66' - 8"9' - 5 1/2"18' - 10 1/2"10' - 11"10' - 1"12' - 3"43' - 2 5/8"11' - 2 1/2"17' - 11 1/2"7' - 9".35' - 5 5/8".30' - 5 1/2"7' - 10"5' - 2"11' - 1"23' - 0".6' - 0".11' - 0".6' - 0".30' - 11"4' - 9 5/8"7' - 0"12' - 5 1/2"5' - 5 1/2"24' - 9 1/2"22' - 2"9' - 9 3/4"5' - 11"10' - 0"13' - 2"10' - 10 1/2"7' - 0"46' - 11 1/2"7'-8 1/2"15'-3 1/2"6'-6 1/4"3'-2 1/4"2'-10 1/2"10'-6"30'-11 1/8"9'-8"13'-5"12'-0"5'-3 1/2"4'-1 1/2"3'-3 1/4"3'-10 1/4"1'-11 1/2"7'-5 1/2"7'-1 1/2"42'-8"2'-7 3/4"8'-6"22'-8 1/2"15'-8"20'-3 1/2"4'-3 1/2"10'-1 7/8"5'-11 3/8"9'-8 1/4"7'-0 3/4"7'-6 3/8"11'-8 7/8"KITCHENMECHANICALLIVING ROOMBEDROOMOFFICESTUDYFOYERFRONT DOOR(ENTRY)UPDNGAS FP5' - 5"7/16" PLYWOODSHEAR WALL #4SHEAR WALL #3SHEAR WALL #2SHEAR WALL #1AAAAAAAAAAAAAAEEEGG1AA5572633FCCBBAAOPENING5'-0"150.00°35'-5 7/8"4'-9 5/8"OPENING5'-0"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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCE1ST FLOORA-12022 - 3421/4" = 1'-0"11ST FLOOR PLANEXTERIOR DOOR SCHEDULEDOOR QUANTITY WIDTH HEIGHT DESCRIPTION FINISH1 1 4' - 0" 8' - 0" FRONT DOOR2 1 5' - 0" 7' - 6" DBL SLIDING DOOR3 3 12' - 0" 8' - 0" QUAD SLIDING DOOR/ NANAWALL4 1 9' - 0" 7' - 6" TRIPLE GLIDER5 2 10' - 0" 8' - 0" GARAGE DOOR6 1 8' - 0" 8' - 0" DBL SLIDING DOOR7 1 3' - 0" 7' - 0" SINGLE GARAGE DOORWINDOW SCHEDULEWINDOW QUANTITY WIDTH HEIGHT DESCRIPTION FINISHA 25 3' - 0" 6' - 0" DHB 8 3' - 0" 5' - 6" DHC 10 2' - 6" 5' - 0" DHD 1 3' - 0" 4' - 0" DHE 4 3' - 0" 4' - 6" DHF 1 2' - 6" 3' - 0" DHG 2 1' - 4" 8' - 0" SIDELITESH 2 2' - 6" 4' - 0" DHNOTES:1. Contractor to Verify ALL Rough Openings Per Manufacturer Specification PRIOR to Framing2. ALL Doors & Windows to be Installed Per Manufacturer Specification3. At Least One Window in Each Bedroom has An Egress Window Suitable for Emergency Egress 4. Provide Tempered Glass in All Locations Required by Code5. All Ganged Window Units to be Constructed w/ Stud Pockets Between Units 4'-0"4'-0"4'-0"3'-0"4'-0"4'-0"3'-0"3'-0"1'-6"12'-0"9'-0"3'-0"DECKDECKOPEN TO BELOW164.125058.500018'-5 1/2"8'-2"5'-7"5'-2"39' - 3 1/2"4'-0"11'-8 3/4"7'-0 3/4"RAILRAIL18'-5"4'-10 7/8"3' - 4 1/2"8' - 2"9' - 7 1/2"6' - 10 1/2"7' - 11 1/2"3' - 3 1/2"45' - 2"16' - 5"7' - 9".35'- 5 5/8".43' - 2 5/8"61' - 7"3' - 8 1/2"9' - 5 1/2"14' - 7 1/2"25' - 5"8' - 4 1/2"4' - 10 1/2"13' - 8 1/8"3' - 0"18' - 7"7' - 5 5/8"6' - 9 1/2"7' - 10"16' - 3"30' - 11 5/8"23' - 0 1/8"30' - 11"4' - 9 5/8"8' - 4 1/2"7' - 10"7' - 10"9' - 9 3/4".5' - 1 1/2"4' -8 3/4".41' - 10 1/2"12' - 9"23' - 2"5' - 11 1/2"AAAABBBBBBDAAAAAACCCCCCCC34LOUNGE AREA MASTER BEDROOMMASTER BEDROOMCLOSETMASTER BATHROOMBEDROOMBEDROOMEXERCISE ROOM& HOOK UPS FOR LAUNDRY ROOM & BATHROOMSSHEAR WALL #2SHEAR WALL #1BBAA15'-0 1/2"15'-8"10'-7 1/4"16'-5"13'-9"9'-3 1/2"2'-4"13'-0"18'-0 1/2"4'-9 1/2"15'-6 1/2"3'-4 3/4"3'-5"10'-3 1/2"13'-6 7/8"12'-7 1/2"6'-2 1/4"7/16" PLYWOODSHEAR WALL #4:GAS FP1OPNG5'-0 1/4"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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCE2ND FLOORPLANA-22022 - 3421/4" = 1'-0"12ND FLOOR PLANEXTERIOR DOOR SCHEDULEDOOR QUANTITY WIDTH HEIGHT DESCRIPTION FINISH1 1 4' - 0" 8' - 0" FRONT DOOR2 1 5' - 0" 7' - 6" DBL SLIDING DOOR3 3 12' - 0" 8' - 0" QUAD SLIDING DOOR/ NANAWALL4 1 9' - 0" 7' - 6" TRIPLE GLIDER5 2 10' - 0" 8' - 0" GARAGE DOOR6 1 8' - 0" 8' - 0" DBL SLIDING DOOR7 1 3' - 0" 7' - 0" SINGLE GARAGE DOORWINDOW SCHEDULEWINDOW QUANTITY WIDTH HEIGHT DESCRIPTION FINISHA 25 3' - 0" 6' - 0" DHB 8 3' - 0" 5' - 6" DHC 10 2' - 6" 5' - 0" DHD 1 3' - 0" 4' - 0" DHE 4 3' - 0" 4' - 6" DHF 1 2' - 6" 3' - 0" DHG 2 1' - 4" 8' - 0" SIDELITESH 2 2' - 6" 4' - 0" DHNOTES:1. Contractor to Verify ALL Rough Openings Per Manufacturer Specification PRIOR to Framing2. ALL Doors & Windows to be Installed Per Manufacturer Specification3. At Least One Window in Each Bedroom has An Egress Window Suitable for Emergency Egress 4. Provide Tempered Glass in All Locations Required by Code5. All Ganged Window Units to be Constructed w/ Stud Pockets Between Units 7.0:127.0:127.0:127.0:127.0:127.0:1214.0:1214.0:1214.0:1214.0:125.5:125.5:125.5:124.0:124.0:124.0:1210.0:1210.0:124.0:123.5:12STRUCTURAL 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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCEROOF PLANA-32022 - 3421/4" = 1'-0"1ROOF PLAN First FloorSecond FloorGRADEATTIC8' - 0"8' - 0"14.0:1214.0:127.0:127.0:1236' - 5 5/8" +/-10.0:1210.0:127.0:127.0:125.5:12AAAAAAGGBBBB1AAACCAAAHFRONT STEPS:7" STONE STEPS OR SIM. BY OWNER10' - 11 1/2"11' - 2 3/4"29' - 10 1/2"First FloorSecond FloorSLABGRADEATTIC7.0:127.0:12AAFAAA55CCBDBAABBASTRUCTURAL 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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCEEXTERIORELEVATIONSA-42022 - 3421/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"2RIGHT ELEVATION First FloorSecond FloorSLABGRADEATTIC14.0:1214.0:127.0:127.0:127.0:12AA363HE4310'-11 1/2"DN4"11'-2 3/4"First FloorSecond FloorSLABGRADEATTIC7.0:127.0:124.0:12EEAECCAAAACCCC72STRUCTURAL 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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCEEXTERIORELEVATIONSA-52022 - 3421/4" = 1'-0"1REAR ELEVATIONS1/4" = 1'-0"2LEFT ELEVATION 7.0:127.0:12AAACC10'-11 1/2"11'-2 3/4"1'-4"First FloorSecond FloorSLABGRADEATTICAA55A10'-11 1/2"11'-2 3/4"1'-4"First FloorSLABGRADEAA7CCCC10'-11 1/2"11'-2 3/4"1'-4"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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCEEXTERIORELEVATIONSA-62022 - 3421/4" = 1'-0"2GARAGE - LEFT ELEVATION1/4" = 1'-0"1GARAGE - FRONT ELEVATION1/4" = 1'-0"3GARAGE - REAR ELEVATION43D VIEW 153D VIEW 2 4' - 9 5/8"STUD OVERALL30' - 11"4" SLAB ON GRADEOVER 10 MIL. VAPOR BARRIERSLOPESLOPESLAB & WALL CONTROL JOINT @ 30' O.C. MAX.20' - 10"23' - 11"44' - 9"5' - 1"45' - 2"16' - 5"7' - 0"BULKHEAD TO BASEMENT7' - 9"35' - 5 5/8"9' - 4"M.O.3' - 6"17' - 7 1/2"30' - 5 1/2"23' - 0"22' - 2"24' - 9 1/2"10" CONC. FOUND. WALLW/ 24"x10" FTG8" CONC. FOUND. WALLW/ 24"x10" FTG (4' MIN. BELOW GRADE)4" SLAB ON GRADEOVER 10 MIL. VAPOR BARRIERSLAB & WALL CONTROL JOINT @ 30' O.C. MAX.3 1/2" LALLY COLUMN W/ LCC-CAPON 24"x24"x10" FTG, TYP.10" DIA. CONC. PIER W/ 24" DIA. FTG10' - 8 3/4"3' - 2 1/4"5' - 3"4' - 1 1/2"66' - 8"9' - 4 3/4"11' - 10"13' - 5"10' - 2"8' - 4"8' - 2"5' - 5"5' - 8"2' - 6"2F-16' - 2 1/2"10' - 6"1' - 11"10' - 6"1' - 9 1/2"BEARING WALL ON STRIP FTG8"2' - 0"8"2' - 0"19' - 7 3/4"19' - 7 3/4"9' - 9"9' - 9"12' - 6 1/2"12' - 6 1/2"8' - 6"8' - 6"DBLE 3 1/2" LALLY COLUMN W/ LCC-CAP ON 24"x24"x10" FTG, TYP.4' - 10 3/4"7' - 6 1/2"8' - 0"P4P1P25' - 11"10' - 0 1/2"11' - 5"335F-1P52' - 0"3' - 0".5' - 5 1/2"9' - 9 3/4"39' - 3 1/2"11' - 10 3/4"7/16" PLYWOODSHEAR WALL #4:BEARING WALL ON STRIP FTG/BRG WALL ABOVERIDGE CLSHEAR WALL #3SHEAR WALL #2SHEAR WALL #13'-8"3'-8"4x4 POST ON 24"x24"x10" FTG.4'-0"3'-8"7'-4 1/4"BBAA3/S-13/S-119' - 6"4x4 POST ON 24"x24"x10" FTG.4S-14S-14' - 5 1/2"18' - 11 1/4"7' - 9"19' - 5 1/2"150.00°9 0 .0 0 °120.00°1Floor Joists per 1ST FLOOR FRAMING PLANw/ 3/4" T & G Plywood Subfloor2 x 6 SPF #2 Sill Plate w/ 1/2" Sill Seal; 5/8" x 12" Galv. Stl. Anchor Bolts w/ 7" Min. Concrete Embedment @ 45" O.C.& 6-12" from End Plates; 3"x3"x 1/4" Square Washers 8" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ (3) #4 Rebar (Rebar Opt.)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 SoilCONTRACTOR to Verify Bearing Capacity of Soil Prior to Construction[MIN. 2500 PSF](2)#5 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required2 x 4 Keyway WALL HT.8' - 0"8"MAX. UNBALANCED BACKFILL7' - 0"7' - 9 1/2" +/-2' - 0"10"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. SIMPSON ABU66 w/ 5/8" Dia. Anchor Bolt [w/ Hook] w/ Min. 7" Concrete Embedment6x6 PT Post10" Dia. Sonotube w/ 24" Dia.Spread FootingMIN. BELOW GRADE4' - 0"4" Slab W/ 6x6 #10 Welded Wire Mesh1" Clear from T.O. Slab Over 10 Mil. Vapor Barrier Over 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 WashersRequired Atop Sill Plate(2) #5 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required24" x 10" Concrete Footing w/ (3) #4 Rebar (Rebar Optional)Waterproof/ Insulate per MA-780 CMR8" Thick Poured Concrete Foundation WallPreformed Filler @ Expansion JointCONTRACTOR to Verify BearingCapacity of Soil Prior to Construction(MIN. 2500 PSF)8"MIN.4"2x4 Keyway SLAB ON GRADEBELOW GRADE4' - 0" MIN.2' - 0"10"6x6 Wrapped PT PostSIMPSON HUC Face Hangers, TYP3-2x Deck BeamSTRUCTURAL 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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCEFOUNDATIONPLANF-12022 - 3421/4" = 1'-0"1FOUNDATION PLAN1/2" = 1'-0"2FOUNDATION DETAIL1/2" = 1'-0"3SONOTUBE PIER DET.1/2" = 1'-0"5GARAGE FOUND. WALL DETAIL1/2" = 1'-0"4BM TO POST CONNECTION DET. FLOOR JOISTS:11 7/8" TJI 560 @ 16" O.C.FLOOR JOISTS:11 7/8" TJI 560 @ 12" O.C.FLOOR JOISTS:11 7/8" TJI 560 @ 16" O.C.FLOOR JOISTS:11 7/8" TJI 560 @ 16" O.C.BEAM: 3 -11 7/8" LVL FLUSHBEAM: (4) 18" LVL FLUSH3 1/2" COLUMN/ POST UP TO ATTIC;DET. 4/S-1SIM.20' - 10"23' - 11"22' - 2"45' - 2"16' - 5"7' - 9"35' - 5 5/8"(2) 11 7/8" LVL FLUSHOR (2) 5 1/2" LVL DROPPEDWIND BLOCKING @ 4' O.C. @ FIRST 2 JOIST & RAFTER BAYS, TYP.24' - 9 1/2"SLAB & WALL C.J.(SEE FOUNDATION PLAN) 7/16" PLYWOOD19' - 7 3/4"19' - 7 3/4"17' - 0"25' - 1"19' - 6"61' - 7"9' - 9"9' - 9"12' - 6 1/2"12' - 6 1/2"8' - 6"8' - 6"3 1/2" COLUMNW/ LCC-CAP3 1/2" A501 STL. COLUMN w/ELCC-CAP/ POST UP TO 2ND FLOOR3 1/2" COLUMN/ POST UP TO ATTIC (TYP.3)SEE DET. 4/S-1BEAM: 2 -11 7/8" LVLP44' - 0"4' - 0"P1P25' - 11"10' - 0 1/2"18' - 8 1/4"UPHDR (3)11 7/8" LVLHDR 2 -11 7/8" LVL7' - 2 1/4"P518' - 2"44' - 9"5' - 5 1/2"SHEAR WALL #4:18' - 8 1/4"BEAM: (4) 11 7/8" LVL w/ 1/2"x12 STEEL PL. OR (4) 16" LVL BEAM w/ BEAM POCKET(BEARING WALL ABOVE)BEARING WALL ON STRIP FTG/BRG WALL ABOVESHEAR WALL #3SHEAR WALL #2SHEAR WALL #13'-8"3'-8"BEAM POCKETRIDGE CL7' - 4"223/S-13/S-17'-4 1/4"SIMPSON LSCZ @ STAIRHDR (2)11 7/8" LVLHDR (2)11 7/8" LVL BEAM @ BOTTOM OF STAIR23' - 4 3/4"7'-9"11'-10 3/4"19'-5 1/2"POST UP12"2"4 -11 7/8 " LVL w/ 1/2" x 12" STEEL PLATE(2) 1/2" DIA. BOLTS W/ WASHERS @ EACH END @ 2' O.C, NO STAGGERPOST -BRACE IN JOIST PLANE LCC-CAP3 1/2" LALLY COLUMNSPRINGFIELD PLATE: 10"x10"x 1/4" W/ 4" DIA. RING24"x24"x10" CONC. FTG10"2'-0"SIMILAR:BEAM CONTINUESNEW 2x BEARING WALLSON 18"x10" STRIP FOOTING(4' MAX. ACCESS OPENING W/ 2-2x6 HDR) DBL 2x4 TOP PLATE2x4 BOTT. PLATE WITHSTRIP FOOTING 10"x18"; NO REBAR10"18"BASEMENT 4" CONC. SLAB5/8" DIA. x 7" EMBEDMENTANCH. BOLT @ 4' O.C.7' - 10"MAX. 4' WIDE OPENINGW/ 2-2x6 HDRSTRUCTURAL 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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCE1ST FLOORFRAMINGS-12022 - 3421/4" = 1'-0"11ST FLOOR FRAMING1 1/2" = 1'-0"2FLITCH BEAM DETAILN.T.S.4POST TO COLUMN DETAILN.T.S.3BEARING WALL DETAIL 1'-4"3'-0"8'-0"12'-0"12'-0"3'-0"1'-4"2'-6"2'-6"4'-0"5'-0" x 5'-0"4'-0"3'-0"4'-0"6'-0" x 3'-0"2'-6"5'-0"2'-0"V36DB36F22' - 11 1/2"18' - 11"FLITCH BM: (4) 18" LVL w/ 1/2" STL. PLATEOR (4) 20" LVLBEAM: 4-11 7/8" LVLBEAM: 3 -11 7/8" LVL12' HDR3 -14" LVL3 -2x8 HDR(3K/1J)12' HDR:3 -11 7/8" LVLFLOOR JOISTS:14" TJI 560 @ 16" O.C.FLOOR JOISTS:14" TJI 560 @ 16" O.C.23' - 0".FLOOR JOISTS:11 7/8" TJI 560 @ 16" O.C.2-9 1/4" LVL2x6 BEARING WALL3-2x10 HDR3 -2x10 HDR(3K/1J)DECK7' - 9"35' - 5 7/8"P.T. 2x8 @ 16" O.C.( 4" to 6" DN)P.T. 2-2x8P.T. 3-2x1216' - 3 1/4"CEILING JOISTS:2x8 @ 16" O.C.5' - 1"61' - 7"20' - 10"23' - 11"6' OPENING3-2x10 HDR6' OPENING3-2x10 HDR6' OPENING3-2x10 HDR3 -2x83 -11 7/8" LVL3 -11 7/8" LVLHDR TO CONRERSEE APA PORTAL DETAILBEARING WALLDECK:P.T. 2x8 @ 16" O.C.P.T. 2-2x8DECK BM:P.T. 3-2x1226' - 9 1/2"13' - 5 1/2"21' - 4"30' - 11"7/16" PLYWOOD2 -11 7/8" LVLBEARING WALL23' - 4 1/4"(3) SHEAR WALLS: 1ST TO ROOF -5/8" PLYWOOD P4 UP/DNP1/DN22' - 11 1/2"15' - 2 1/2"2 -11 7/8" LVL W/ SIMP. DSC5 R/L -SDS3P2/DNP6 /UPP7/ UP(4)14" LVL FLUSH BM.P518' - 8 1/4"7' - 2 1/4"32' - 1 1/4"SHEAR WALL #4:OVERFRAMED ROOF:2x6 @ 16" O.C.OVERFRAMED FRONT PORCH ROOF:RAFTERS 2x8 @ 16" O.C.RAFTERS 2x8 @ 16" O.C.ROOF: RAFTERS 2x8 @ 16" O.C.LEDGERED TO WALL W/ 2 ROWS OF LEDGERLOK @ 16" O.C., 2" CLR. TOP & BOTT.WIND BLOCKING @ 4' O.C. @ FIRST 2 JOIST & RAFTER BAYS, TYP.5'-5"2' +/-SHEAR WALL #3SHEAR WALL #2SHEAR WALL #1FLOOR JOISTS:14" TJI 560 @ 16" O.C.15' - 8 1/2"(2)14" LVL FLUSH BM.BBAA18'-2 1/4"5'-2"19'-6 1/2"LOWER ROOF RAFTERS: 2x6 @ 16" O.C.4' - 10 3/4"7' - 6 1/2"8' - 0"6x6 P.T. POST W/ AC(E) CAPS;DN TO GRADE ON 10"DIA. PIER W/ 24" DIA. BASE, TYP.LOWER ROOF RAFTERS: 2x6 @ 16" O.C.2-2x6 HIP2-2x6 HIP2-2x6 HIP2x LEDGER W/ 2 ROWS OF LEDGERLOK @ 16" O.C., 2" CLR. TOP & BOTT.2x LEDGER W/ 2 ROWS OF LEDGERLOK @ 16" O.C., 2" CLR. TOP & BOTT.5' - 5"8' - 2"8' - 4"10' - 2"13' - 5"11' - 10"9' - 4 1/2"CONT. 3-2x10CONT. 3-2x10LOW ROOF GOES BELOW 2ND FLOOR P.T. DECK;USE REAR ELEVATION FOR REFERENCEGAS FP7x7 PSL POST W/ CCQ-CAPHUC-HANGER, TYP.HGUS 7.25/10 HANGERHHUS 410 HANGER7'-9"POST UP/DNHUC-HANGER, TYP.6x6 P.T. POST W/ ECCQ-CAP2-JACK POCKET, TYP.CONT. HDR 3-2x6 (1K/1J) EA. END;2-JACK POCKET, TYP.NOTES:1. <4' HDR: 3-2x6 (1K/1J) , TYP.2. DOUBLE JOISTS/ BLOCKING BELOW INTERIOR PARTITIONS, KITCHEN ISLAND, TUBS, ETC., TYP.3. NON-BEARING WALLS: (1) TOP PLATE BELOW STRAPPING 4. P1-P2: 5 1/4" x 5 1/4" PSL POST W/ (E)CCQ -CAP, U.O.N.BEARING WALL:NON-BEARING WALL:CONT. 3-2x10 ROOF BEAM BELOW7'-0 3/4"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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCE2ND FLOORFRAMINGS-22022 - 3421/4" = 1'-0"12ND FLOOR FRAMING 4'-0"4'-0"3'-0"4'-0"4'-0"3'-0"3'-0"1'-6"12'-0"3'-0"39' - 3 1/2"18' - 2 1/4"5' - 2".15' - 11 1/4".CEIL. JOISTS:2x12 @ 16" O.C.CEIL. JOISTS:2x12 @ 16" O.C.CEIL. JOISTS:2x12 @ 16" O.C.4-SPAN BM: (3) 11 7/8" LVL6x6 POSTW/ CCQ-CAP, TYP.3 1/2" x 5 1/4" PSL POST6x6 POSTW/ CCQ-CAP, TYP.19' - 8 1/2"12' HDR: (3) 14" LVL9' HEADER(3) 11 7/8" LVL(3K / 1J)UNDERSIDE OF ROOF:2x6 @ 16" O.C.6x6 P.T. POST DNW/ ECCQ-CAP7' - 9".10' - 9 3/4"21' - 1 1/4"7/16" PLYWOODP5P6P718' - 2 1/4"21' - 1 1/4"23' - 0 1/8"30' - 11"41' - 10 1/2"WIND BLOCKING @ 4' O.C. @ FIRST 2 JOIST & RAFTER BAYS, TYP.WIND BLOCKING @ 4' O.C. @ FIRST 2 JOIST & RAFTER BAYS, TYP.7/16" PLYWOOD W/ 8D @6" AT EDGE/ 12" AT FIELD17' - 6".SHEAR WALL #4SHEAR WALL #3SHEAR WALL #2SHEAR WALL #119' - 7 3/4"19' - 7 3/4"P1/DNP4/DN18' - 8 1/4"3-SPAN BM: (3) 11 7/8 LVL 15' - 7 3/4"10' - 6"16' - 9"BEAM: 2-SPAN W/ POST (3) 11 7/8" LVL(3) 11 7/8" LVL BEAM OR4-2x12CL19' - 6"23' - 4 3/4"18' - 8 1/4"<4' HDR 3-2x6 (1K/1J) EA. END, TYP.CONT. HDR 3-2x6 (1K/1J) EA. END;2-JACK POCKET, TYP.2-JACK POCKET, TYP.CONT. HDR 3-2x6 (1K/1J) EA. END;2-JACK POCKET, TYP.<4' HDR 3-2x6 (1K/1J) EA. END, TYP.<4' HDR 3-2x6 (1K/1J) EA. END, TYP.<4' HDR 3-2x6 (1K/1J) EA. END, TYP.AA61' - 7"UNDERSIDE OF ROOF:2x6 @ 16" O.C.26' - 10"13' - 5"21' - 4"OPTIONAL:6x6 POST DNTO FOUND.7' - 9"11' - 11 1/2"NOTES:1. <4' HDR: 3-2x6 (1K/1J) , TYP.2. DOUBLE JOISTS/ BLOCKING BELOW INTERIOR PARTITIONS, KITCHEN ISLAND, TUBS, ETC., TYP.3. NON-BEARING WALLS: (1) TOP PLATE BELOW STRAPPING 4. P1-P2: 5 1/4" x 5 1/4" PSL POST W/ (E)CCQ -CAP, U.O.N.BEARING WALL:NON-BEARING WALL:5'-0 1/4"7'-0 3/4"11TRIPLE MEMBER"SUPPORT"L1L2L3L1 / 3 L2 / 3L3 / 3 L3 / 3NOTE:1. LAP @ 1/3 SPAN POINTS2. GANG -NAIL THRU-OUT3. AT LEAST (1) SECTION MUST GO ENTIRE SPAN LENGTHBEFORE LAP IN NEXT SPAN @ 1/3 SPAN POINT6x6 POSTCCQ-CAPLAP BEAM @ 1/3" SPAN POINTSL/3STRUCTURAL 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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCECEILINGFRAMINGS-32022 - 3421/4" = 1'-0"1ATTIC FRAMINGN.T.S.2MULTISPAN BEAM - LAP DETAIL 4'-0"4'-0"4'-0"3'-0"4'-0"4'-0"3'-0"3'-0"4'-0"1'-6"12'-0"9'-0"3'-0"DECKDECK39' - 3 1/2"19' - 7 3/4"19' - 7 3/4"11' - 6 1/8"11' - 6 1/8"RAFTERS: 2x12 @ 16" O.C.RAFTERS: 2x12 @ 16" O.C.6' - 8 1/2"6' - 8 1/2"RIDGE PL: 2x102-2x102-2x103-2x10RIDGE PL: 2x102x12 RIDGE PLATERAFTERS: 2x10 @ 16" O.C.RAFTERS: 2x10 @ 16" O.C.LOW RIDGE PLATE: 2x12VALLEY: 2-2x12(3) 11 7/8" LVL BEAM OR 4-2x123-2x1045.00°41' - 10 1/2"30' - 11"4' - 9 5/8"WIND BLOCKING @ 4' O.C. INFIRST 2 JOIST & RAFTER BAYS, TYP.45.00°OVERFRAMED ROOF:2x6 @ 16" O.C.61' - 7"BEAM: 2-SPAN (3) 11 7/8" LVL W/ POSTFOR RAFTER BEARING( AT ATTIC PLANE)19' - 8 1/2"WIND BLOCKING @ 4' O.C. IN FIRST 2 JOIST & RAFTER BAYS, TYP.39' - 3 1/2"3' - 11"43' - 2 1/2"13' - 5"13' - 6" +/-CLOVERFRAMED ROOF: RAFTERS 2x8 @16" O.C.(1) 1 3/4" x 14" LVL RIDGE PLATESHEAR WALL #1:7/16" PLYWOODBBAASHEAR WALL #2SHEAR WALL #19' HEADER(3) 11 7/8" LVL(3K / 1J)6x6 P.T. POST W/ AC(E) CAPS;DN TO GRADE ON 10"DIA. PIER W/ 24" DIA. BASE7' - 0 3/4"OPTIONAL:6x6 POST DNTO FOUND.NOTES:1. <4' HDR: 3-2x6 (1K/1J) , TYP.2. DOUBLE JOISTS/ BLOCKING BELOW INTERIOR PARTITIONS, KITCHEN ISLAND, TUBS, ETC., TYP.3. NON-BEARING WALLS: (1) TOP PLATE BELOW STRAPPING 4. P1-P2: 5 1/4" x 5 1/4" PSL POST W/ (E)CCQ -CAP, U.O.N.BEARING WALL:NON-BEARING WALL: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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCEROOFFRAMINGS-42022 - 3421/4" = 1'-0"1ROOF FRAMINGFASTENER SCHEDULE FOR STRUCTURAL MEMBERSJOIST TO SILL OR GIRDER TOE NAIL 3 - 10DSOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C.STUD TO SOLE PLATE 2 - 16DSTUD TO TOP PLATE 2 - 16DDOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C.BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGECEILING JOISTS TO PLATE, TOP PLATE 3 - 16DCEILING JOISTS TO PARALLEL RAFTERS 3 - 10DRAFTER TO PLATE, TOE NAIL 3 - 8DBUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C.RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16DRAFTER TIES TO RAFTERS 3 - 12D3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C.SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.C.1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C.SHEATHING TO STUDS [FIELD] 8D @ 12" O.C.1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C.1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C.ROOF SHEATHING FASTENING [EDGE & FIELD] 8D @ 6" O.C.DESIGN LOADSLOAD TYPE VALUEFLOOR LOADS [1ST FLOOR]Live Load 40 psfDead Load 12 psfFLOOR LOADS [2ND FLOORS]Live Load 30 psfDead Load 12 psfROOF LOADSLive Load 0 psfDead Load 15 psfROOF SNOW LOADSPg 30 psfPf 30 psfCe 1Ct 1I1Snow Drift & Unbalanced Snow As ApplicableWIND LOADSBasic Wind Speed 110 mph [3 sec gust]Build Category III1.0Building Classification EnclosedExposure BInternal Pressure Coeficient +/-0.18HEADER SCHEDULEHEADER SIZESUPPORTINGROOF ONLYSUPPORTING 1STORY ABOVESUPPORTING 2STORY ABOVE[3] 2x4 4'-0" MAX N/A N/A[3] 2x6 6'-0" MAX 4'-0" MAX N/A[3] 2x8 8'-0" MAX 6'-0" MAX N/A[3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAXSTRUCTURAL NOTES1. Hold down intermediate ridge support posts to posts/ columns below and to find pad with adequate Simpson Hardware. Fasten ridge to intermediate posts below with post cap [ e.g. Simpson CCQ]2. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers.3.Fasten rafters to ridge beam with Simpson LSSU -series or Simpson straps over top of sheathing spaced at 16" o.c.4.Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c.5. Band joists to be fastened with Simpson straps at 4' o.c.6.Use dimensional blocking @48" o.c. in the first two joists and rafter bays.7.Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc.- LIVING AREAS- SLEEPING AREAS 8".2' - 0"10"WALL HT.8' - 0"PLATE HEIGHT10' - 0"10' - 0"1ST FLOOR2ND FLOORATTICOVERFRAMED ROOF: 2x6 @ 16" O.C.7:127:126"GRADE39' - 3 1/2"11' - 2 3/4"8' - 11 3/8"10' - 11 1/2"19' - 7 3/4"19' - 7 3/4"8' - 10"2x PT Ledger w/ 2 Rows of LedgerLOK @ 16" o.c., 2" Min. Edge Distance @ T&B, TYPROOF:-Architectural Shingles, 5" Exp.-30 Lb. Felt-9/16" Plywood Sheathing w/ 8D @ 6" o.c. Edge, 6" o.c. Field-See Framing Plan for Rafter Size & Spacing--R-60 InsulationHurricane Ties H2.5A, (TYP.)WALL (TYP. WALL CONSTRUCTION U.O.N.) -White 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.-R21Insulation-1/2" Gypsum, Interior-Mid-Height Blocking @ Walls >8' in Height-Balloon Frame Gable WallsFLOOR:-Finish Flooring-30 Lb. Felt-3/4" T&G Plywood Sheathing-See Framing Plans for Joist Size & Spacing-R30 InsulationSIMPSON LSTA18 Ridge Straps Over Top of Sheathing @ 16" o.c. ORCollar Ties 2x6 @ 16" o.c.- Blocking OR Double Joists Below Interior Partitions, Kitchen Island, Tubc, etc. (TYP.)- All Interior Walls (Non-Bearing) to Be Framed w/ (1) Top Plate to Bottom Face of Strapping, (TYP.)(1) 1 3/4" x 14" LVL RIDGE PLATE7/16" PLYWOOD INSIDE FACEOPENING15' - 2"3' MIN. RAIL10' - 11 1/2"11' - 2 3/4"BASEMENTBLOCKING @ FRONT ROOF STUDS2x6 P.T. KNEE, EA. DIRECTION6x6 P.T. POST ON 10" DIA. CONC. PIER W/24" DIA. BASE (ABU66 BASE & AC-CAP)USE 1 3/4" x 5.5" 1.55E LSL STUDS @ 16" O.C;SEE TALL WALL DETAILBEAMS: (3) 11 7/8" LVL;FLUSH BOTT.BEAM:(4) 18" LVL w/ 1/2" STEEL PLATEOR (4) 20" LVL(3) 11 7/8" LVL BM5' - 0"1'-5 1/2"3'-8 1/2"3' - 11 3/4"P4P53 1/2" LALLY COLUMN W/ LCC-CAPON 24"x24"x10" FTG, TYP.FLOOR JOISTS:14" TJI 560 @ 16" O.C.23'-11 1/8"6x6 P.T POST W/ ECCQ CAPP4 POST BEYOND5.5" STEP DN5.5" STEP DN.;SIM. FOR MASTER BEDROOM DECK @ 2ND FLOOR10' - 0"1' - 4"7:127:121ST FLOOR2ND FLOORATTICSLABGARAGE10' - 0"4' - 0"23' - 0"2x4 ON FLAT8' - 0" O.C.2x4 on Flat @ 8' O.C.Ceil. Joists: 2x12 @ 16" o.c.Mid. Height Blocking, TYP.3/4"10' - 11 1/2"11' - 2 3/4"1' - 2 5/8"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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCESECTIONSS-52022 - 3421/4" = 1'-0"1CROSS SECTION THRU MAIN HOUSE1/4" = 1'-0"2CROSS SECTION THRU GARAGE 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 FMULTIPLE-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.SIMPSON CS-16SIMPSON H2.5A SIMPSON ABU66SIMPSON CCQSIMPSON LSCZD-1D-2D-3D-4D-5D-6D-7D-8SIMPSON LCCSIMPSON LUS D-9HHUS28SIMPSON DTT1ZELCC sim.D-10 D-11SIMPSON DSC5 SIMPSON HUCD-12HGUS 7.25/10STRUCTURAL 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:Victoria & Andrei Ciobanu19 Nightingale Dr S. Yarmouth, MA 02664vwhip21@gmail.comREVISION 105.17.24FOR PERMITTING 04.08.24* IN HISTORIC DISTRICT98 Rue Michele Rd *Barnstable, MA02630CIOBANURESIDENCEDETAILSS-62022 - 342FASTENER SCHEDULE FOR STRUCTURAL MEMBERSJOIST TO SILL OR GIRDER TOE NAIL 3 - 10DSOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C.STUD TO SOLE PLATE 2 - 16DSTUD TO TOP PLATE 2 - 16DDOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C.BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGECEILING JOISTS TO PLATE, TOP PLATE 3 - 16DCEILING JOISTS TO PARALLEL RAFTERS 3 - 10DRAFTER TO PLATE, TOE NAIL 3 - 8DBUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C.RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16DRAFTER TIES TO RAFTERS 3 - 12D3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C.SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.C.1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C.SHEATHING TO STUDS [FIELD] 8D @ 12" O.C.1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C.1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C.ROOF SHEATHING FASTENING [EDGE & FIELD] 8D @ 6" O.C.DESIGN LOADSLOAD TYPE VALUEFLOOR LOADS [1ST FLOOR]Live Load 40 psfDead Load 12 psfFLOOR LOADS [2ND FLOORS]Live Load 30 psfDead Load 12 psfROOF LOADSLive Load 0 psfDead Load 15 psfROOF SNOW LOADSPg 30 psfPf 30 psfCe 1Ct 1I1Snow Drift & Unbalanced Snow As ApplicableWIND LOADSBasic Wind Speed 110 mph [3 sec gust]Build Category III1.0Building Classification EnclosedExposure BInternal Pressure Coeficient +/-0.18STRUCTURAL NOTESHEADER SCHEDULEHEADER SIZESUPPORTINGROOF ONLYSUPPORTING 1STORY ABOVESUPPORTING 2STORY ABOVE[3] 2x4 4'-0" MAX N/A N/A[3] 2x6 6'-0" MAX 4'-0" MAX N/A[3] 2x8 8'-0" MAX 6'-0" MAX N/A[3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAX1. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers.2. Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c.3. Band joists to be fastened with Simpson strapsat 4' o.c.4. Use dimensional blocking @48" o.c. in the first two joists and rafter bays.5. Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc. -LIVING AREAS -SLEEPING AREAS CUMMAQUID, MA 02637 335026 ALIBRANDI, MARSHA PO BOX 396 Property ID: SOUTH YARMOUTH, MA 02664 335029001 CIOBANU, ANDREI & VICTORIA 19 NIGHTINGALE DRIVE Property ID: 22 HAROLD ST HARWICH PORT, MA 02646 335029002 WILBAR, VIRGINIA TR KABUKI TRUST Property ID: APT PH 2A BOSTON, MA 02110 335069 BERNSTEIN, JONATHAN K 131 SEAPORT BOULEVARD Property ID: