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COA 104 Great Marsh Roadfor Comm ittee use only By a vote o Conditions of Approval This Certificate is hereby APPROVED 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 grayce.rogers@town.barnstable.ma.us APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made, with six (6) complete, colored sets, 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 DENIED Daiana Ferreira 104 Great Marsh Road West Barnstable, MA 169 Megan Road, Hyannis 08/23/2022 Milena Fermo 508-282-0932 274 Main Street, Milford MA 01757 regalbuilds@gmail.com X X BUILD NEW CONSTRUCTION SINGLE FAMILY HOME APPROX 4,000 SF MAP 89 PARCEL 5-4 508-681-5855 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 Type/Material Color WINDOWS, DOORS, TRIM, SHUTTERS, SKYLIGHTS Window/Door Trim material Wood Other specify Size of cornerboards Size of casings (1X4 min) Color Rakes 1st member 2nd Member Depth of overhang Windows: Make/Model Material Color Window Grills Divided Light Exterior Glued Grills Grills Between Glass Removable 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) X X HARDI BOARD Black x Anderson 400 Series Fiberglass Wood tone White None Thermatru GRAY WOOD INTERIOR/COMP EXT. BLACK ASPHALT SHINGLE WHITEALUMINUM 2 ' 0" 1X6 WHITE PVC 8' 0" X 8' 0"TRADITIONAL STEEL FIXED 2' - 2' 1/2" 10" CONCRETE 11 1/2"/ 1' VELUX FS-C06 BLUE STONE CHECKLIST – CERTIFICATE OF APPROPRIATENESS Please complete 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 window (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 submitted Photographs of all building elevation affected by any proposed alterations Plans 2 full scale plans, plus 4 copies of the plan at reduced scale to fit 8.5x11 or 11x17 paper Company 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, showing 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 showing 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 showing 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) SOUTH DENNIS, MA 02660 089004002 SEMINARA, ANNE I P O BOX 1219 Property ID: WEST BARNSTABLE, MA 02668 089004003 REZENDES, THOMAS J & KAREN M PO BOX 277 Property ID: WEST BARNSTABLE, MA 02668 089005003 SCHIFF, MARTIN & JANE L 86 GREAT MARSH RD Property ID: SOUTH DENNIS, MA 02660 089005004 SEMINARA, ANNE I P O BOX 1219 Property ID: 118 GREAT MARSH ROAD WEST BARNSTABLE, MA 02668 089005005 JOYCE, ROBERT F & JOANNE R TRS JOYCE REVOCABLE TRUST Property ID: WEST BARNSTABLE, MA 02668 110025014 PARRISH ACRES COMM ASSOC, INC P O BOX 733 Property ID: 500.00 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. 83042 Feet feetApprox. Scale: 1 inch =42 Legend Town of Barnstable GIS Unit 367 Main Street, Hyannis, MA 02601 508-862-4624 gis@town.barnstable.ma.us Map printed on:11/2/2022 Road Names ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 7799A0.00TITLE SHEET104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/2022SCHEDULE OF DRAWINGSSHEET NO. SHEET TITLEA0.00 TITLE SHEETA0.10 FLOOR AREA RATIO - CALCULATIONA1.00 FOUNDATION PLANA1.01 BASEMENT PLANA1.02 1ST FLOOR PLANA1.03 2ND FLOORA1.04 ROOF PLANA1.05 FLOOR PLANS - WINDOWS AND DOORSA1.06 FRONT AND LEFT SIDE ELEVATIONSA1.07 REAR AND RIGHT SIDE ELEVATIONSA1.08 BUILDING SECTIONSA1.09 BUILDING SECTIONA1.10 BUILDING SECTIONSA1.11 3D VIEWS - EXTERIOR AND INTERIORE1.00 ELECTRICAL PLANS104 GREAT MARSH ROAD WEST BARNSTABLE, MA 02668NEW HOUSEDO NOT SCALE1PROPOSED 3D VIEW 1DO NOT SCALE2PROPOSED 3D VIEW 2DO NOT SCALE3PROPOSED 3D VIEW 3DO NOT SCALE4PROPOSED 3D VIEW 4N1) DRAWINGS ARE REPRESENTATIVE DOCUMENTS TO FACILITATE CONSTRUCTION. CONTRACTOR SHOULD FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. THE HEIGHTS OF GRADE INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE PROVIDED FOR INFORMATION ONLY. THE ACTUAL GRADE ELEVATIONS SHOULD BE IDENTIFIED IN A SITE PLANS BY A REGISTERED LAND SURVEYOR. NOTIFY DESIGNER OF ANY ALTERATIONS OR DISCREPANCIES BEFORE PROCEEDING WITH WORK AND IMMEDIATELY UPON DISCOVERY.2)SHOULD THE CONTRACTOR AND/OR OWNER DESIRE ANY ALTERATIONS TO THIS SET OF PLANS, OR IF ANY DISCREPANCIES OR OMISSIONS ARE IDENTIFIED, THE SAME MUST BE PRESENTED/COMMUNICATED TO SOLVEPLUS INC. IN WRITING IMMEDIATELY. SOLVEPLUS INC. SHALL HAVE A MINIMUMOF 72 HOURS TO RESPOND TO SUCH NOTICE/ COMMUNICATION. UNDER NO CIRCUMSTANCE SHALL THE WORK CONTINUE UNTIL A REASONABLE SOLUTION IS AGREED UPON BETWEEN ALL STAKEHOLDERS. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO THE SUB-CONTRACTORS UNDER HIS JURISDICTION.4) THE CONTRACTOR IS TO COORDINATE THE WORK OF ALL SUB-CONTRACTORS, INCLUDING THE TIMING AND SCHEDULING OF THEIR WORK AND THE LAYOUT OF THEIR SYSTEMS. THE CONTRACTOR SHALL PROVIDE ALL SUB-CONTRACTORS WITH NECESSARY POWER AND ACCESS AND CONNECTIONS THROUGH FOUNDATION WALLS AS REQUIRED.5) THE CONTRACTORS SHALL ACKNOWLEDGE THAT CONSTRUCTION SITES ARE DIFFICULT AND DANGEROUS PLACES TO WORK BY NATURE. AS SUCH, ALL NECESSARY PRECAUTIONS WILL BE TAKEN TO ENSURE SAFETY AND GENERAL WELL BEING OF HIS EMPLOYEES. CONTRACTOR SHALL PROVIDE GUARDS, RAILS, BARRICADE, FENCES, CATCH PLATFORMS, BRIDGING, ETC., AS REQUIRED.6) DRAWINGS SHALL NOT BE SCALED BY HAND. USE ONLY PRINTED DIMENSIONS TO IDENTIFY SIZE AND DIMENSION OF MATERIALS AS SHOWN. CONTACT THE DESIGNER TO VERIFY ANY DIMENSION THAT HAS BEEN OMITTED FROM THESE PLANS.7) CONTRACTORS AND SUB-CONTRACTORS SHALL FURNISH SAMPLES OF ALL MATERIALS, AND/OR FINISHES AS SPECIFIED FOR CONSTRUCTION AT THE REQUEST OF THE DESIGNER, OWNER OF GENERAL CONTRACTOR.8) ALL MATERIAL SHALL CONSIST OF NEW, UNUSED AND OF THE STANDARD QUALITY UNLESS SPECIFIED OTHERWISE IN PLANS.9) ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.10) CONTRACTOR AND SUB-CONTRACTORS SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE WORK, OR MAKE PARTS FIT TOGETHER PROPERLY WITHOUT COMPROMISING QUALITY OF WORK.11) DURING THE CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND PROTECTING ALL WORK FROM DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND MIS-ALIGNEMENT ACCORDING TO APPLICABLE BUILDING CODES AND STANDARDS OF GOOD PRACTICE.12) ALL WORK SHALL BE INSTALLED SO THAT REQUIRED PARTS ARE READILY ACCESSIBLE AND AVAILABLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR.13) CONTRACTOR SHALL MAINTAIN CLEAR AND UNOBSTRUCTED ACCESS FROM ALL FLOORS TO STAIRWELLS AND EXTERIOR EXITS AT ALL TIMES.14) THE CONTRACTOR AND EACH SUB-CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH OTHER SUBCONTRACTORS AS NECESSARY, INCLUDING THOSE HIRED UNDER SEPARATE CONTRACT BY OWNER. EACH SUBCONTRACTOR SHALL COMPLETE WORK ON AN EXPEDIENT AND REASONABLE SCHEDULE, IN A MANNER THAT DOES NOT DELAY OTHER TRADES AND SUB-CONTRACTORS FROM COMPLETION OF WORK.15) ALL NAILS AND FASTENERS IN AREAS PRONE TO MOISTURE SHALL BE "HOT DIPPED GALVANIZED" UNLESS OTHERWISE NOTED.16) THE CONTRACTOR AND SUBCONTRACTORS SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SITE AT ALL TIMES TO PERFORM WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTICE AND IN THE BEST INTEREST OF THE OWNER. INCOMPETENT WORKERS WILL NOT BE RETAINED ON THE JOBSITE.GENERAL NOTES1) STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING.2) ALL PME WORK SHALL COMPLY WITH ALL APPLICABLE CODES, BE PERFORMED BY A LICENSED TRADESPERSON AND BE COMPLETED IN ACCORDANCE WITH THE DIRECTION OF ALL LOCAL BUILDING CODE OFFICIALS. SUB-CONTRACTORS AND TRADES-PERSONS ARE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS FOR THEIR TRADE, SCHEDULING AND COMPLETING REQUIRED INSPECTIONS AND OPERATING ON A REASONABLE AND EFFICIENT SCHEDULE THAT DOES NOT DELAY THE WORK OF OTHER TRADES.3) ALL MATERIALS SHALL BE SIZED IN ACCORDANCE WITH THE PROPOSED PLANS, ALLOWING FOR FUTURE EXPANSION IF INDICATED. ALL WORK SHALL BE INSTALLED SO THAT REQUIRED PARTS ARE READILY AVAILABLE AND ACCESSIBLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR.4) ALL PRODUCTS, MATERIALS AND FIXTURES SHALL BE INSTALLED IN A MANNER CONSISTENT WITH SOUND PRACTICE AND QUALITY WORKMANSHIP.PLUMBING, MECHANICAL AND ELECTRICAL (PME) NOTES:TYPICAL TO ALL CONDITIONS UNLESS OTHERWISE INDICATED OR SPECIFIED:DESIGN AND BUILD BY LICENSED HVAC CONTRACTOR ON SEPARATE PERMITPROPOSED HEATING AND AIR CONDITION SYSTEM: BASEMENTGROSS FLOOR AREA:2,593 SFMASS BELOW FIRST STORY CALCULATION:SUM OF THE WIDTH OF THOSE SECTIONS OF EXPOSEDWALLS BELOW FIRST STORY HAVING AN EXTERIORHEIGHT > 4' AS MEASURED FROM THE LESSER OF EXTG.OR PROP. GRADE TO TOP OF 1ST STORY SUBFLOOR: = 0' -0" 0' -0" 0' -0" = 014' - 0"17' - 0"14' - 10"17' - 0"14' - 0"PORCH FOUNDATIONPORCH FOUNDATIONGARAGE FOUNDATION5' - 8"28' - 2"7' - 1"3' - 11"7' - 9"11' - 6"5' - 10"6' - 0"45' - 10"5' - 8"28' - 2"5' - 8"5' - 8"8' - 10"2' - 3"4' - 11"4' - 11"8' - 0"8' - 0"EXTERIOR WALL HEIGHT > 4'20' - 11"1ST FLOORGROSS FLOOR AREA:3,279 SF35' - 11"25' - 2"35' - 10"6' - 0"28' - 4"14' - 0"17' - 2"14' - 8"17' - 2"14' - 0"28' - 4"5' - 8"5' - 8"5' - 8"5' - 8"45' - 10"PORCHGROSS FLOOR AREA:623 SFPORCHGROSS FLOOR AREA:714 SF13' - 11"65' - 5"13' - 11"5' - 10"5' - 10"6' - 6"39' - 4"15' - 10"2ND FLOORGROSS FLOOR AREA:2,180 SF5' CEILING PROJECTION LINE5' CEILING PROJECTION LINE5' CEILING PROJECTION LINE5' CEILING PROJECTION LINE14' - 10"15' - 7"16' - 3"15' - 7"14' - 10"2' - 8"2' - 8"12' - 6"14' - 8"42' - 8"11' - 9"42' - 8"52' - 6"14' - 8"12' - 6"12' - 8"ZONING INFOZONE DISTRICT:RF RESIDENTIAL DISTRICTLOT AREA:43,560SFMAX F.A.R.: 0.3MAX GROSS FLOOR AREA: 13,068 SFGROSS FLOOR AREABASEMENT FLOOR PLAN AREA:0SF1ST FLOOR PLAN AREA: 3,279 SF1ST FLOOR PLAN PORCH AREA: 1,337 SF2ND FLOOR PLAN AREA: 2,180 SFTOTAL AREA: 6,796 SFFLOR AREA RATIO (F.A.R.)PROPOSED F.A.R.6,796SF__________43,560 SF=0.156ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 7799As indicatedA0.10FLOOR AREA RATIO- CALCULATION104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/8" = 1'-0"1BASEMENT PLAN - F.A.R. CALC.1/8" = 1'-0"21ST FLOOR PLAN - F.A.R. CALC.1/8" = 1'-0"32ND FLOOR PLAN - F.A.R. CALC. ----ABEHIJCD1235611710F8UPPORCH FOUNDATIONUNEXCAVATEDGARAGE FOUNDATIONUNEXCAVATEDPORCH FOUNDATIONUNEXCAVATEDGDAMP PROOF CONCRETE FOUNDATION WALLS W/ HENRY® 788 NON-FIBERED ASPHALT EMULSIONDEPRESS FOUNDATION WALLAT GARAGE DOOR OPENINGS10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTINGUP10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING8" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING2' - 7"8' - 6"2' - 10 1/2"8' - 6"20' - 1"25' - 0"39' - 3 1/2"15' - 9 1/2"5' - 10"6' - 6 1/2"28' - 2"11' - 8"65' - 2"5' - 10"5' - 10"8' - 2"17' - 0"14' - 10"17' - 0"8' - 2"5' - 10"13' - 10"8' - 2"5' - 8"5' - 8"5' - 8"45' - 10"23' - 4"6' - 0"7' - 8 1/2"11' - 6"5' - 9 1/2"2' - 2 1/2"8' - 10"24' - 0"3' - 11 1/2"7' - 1"26' - 2 1/2"24' - 0"DEPRESS FOUNDATION WALLAT WINDOW OPENING6' - 8 1/2"1' - 5"6' - 8 1/2"1' - 5"3' - 5 1/2"0' - 9"0' - 9"3' - 5 1/2"28' - 2"6' - 0"35' - 10 1/2"DEPRESS FOUNDATION WALLAT WINDOW OPENINGDEPRESS FOUNDATION WALLAT WINDOW OPENING6' - 8"1' - 7"6' - 10 1/2"0' - 8 1/2"3' - 7"1' - 0"9' - 2"1' - 0"9' - 2"3' - 7"3' - 7"5' - 6"13' - 10"5' - 6"3' - 7"DEPRESS FOUNDATION WALLAT WINDOW AND DOOR OPENINGDEPRESS FOUNDATION WALLAT WINDOW OPENING10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING76' - 10"491A1.082A1.082A1.091A1.102A1.101A1.09----EXPANSION JOINT13' - 6"13' - 0"4" CONCRETE SLAB--------1ST FLOOR2' -6"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"10#4 EPOXY COATED BENT REBAR AT 48" O.C.135°NEW 6 MIL. POLY VAPOR BARRIERNEW 2" R-10 RIGID INSULATIONMIN 48" BELOW GRADE4" FIBER-MESH REINFORCED CONCRETE SLAB MIN 3000PSI CONCRETE 6" COMPACTED 3/4" GRAVEL BED ON UNDISTURBED SOILINSTALL BENT REBAR AT 48" O.C.24" X 12" CONTINUOUS CONCRETE FOOTING MIN 3000PSI CONCRETE. BOTTOM AT 48" BELOW FINISHED GRADE MINIMUM ON UNDISTURBED SOIL(3) #4 CONTINUOUS REBARS IN FOOTING AT 2" FROM BOTTOM AND SIDE EDGES10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING#4 EPOXY COATED CONT REBAR(3) #4 CONTINUOUS REBARS IN FOOTING AT 2" FROM BOTTOM AND SIDE EDGESDEPRESS FOUNDATION WALL AT GARAGE DOOR OPENINGS AND POUR SLAB TO JOIN WALL 18" BELOW FIN. GRADE MIN.3/4" GRAVEL BED4" CORRUGATED PERIMETER DRAINAGE PIPE DISCHARGED AWAY FROM FOUNDATIONINSTALL CHANNEL DRAIN WITH WATER COLLECTION DRYWELL TO BE DESIGNED BY A CIVIL ENGINEERRETAINING WALLS ON EACH SIDE OFF DRIVEWAY MUST BE DESIGNED BY STRUCTURAL ENGINEERG2ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 7799As indicatedA1.00FOUNDATION PLAN104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1FOUNDATION PLAN1/2" = 1'-0"2GARAGE DOOR FOUNDATION SECTION DETAIL ----87 SFMECHANICAL ROOM11' - 6 1/2"5' - 10"3' - 9"5' - 10 1/2"4' - 1"3' - 0"2' - 0"3' - 6"10 SFCL10 SFCL50 SFBATHROOMUP217 SFFOYER11 SFCLGARAGE FOUNDATION1548 SFPLAYROOM25' - 7 1/2"15' - 4"14' - 7"5' - 8"20' - 2 1/2"14' - 7"14' - 0"17' - 4"8' - 5"20' - 2 1/2"22' - 7"6' - 0"7' - 8 1/2"9' - 1"5' - 9 1/2"48' - 9 1/2"5' - 0"ABEHIJCD1235611710F85' - 10"65' - 2"5' - 10"5' - 10"8' - 10"FINISH BASEMENT AREASUMPPUMPPITSUMPPUMPPITSUMPPUMPPITDRAINDRAINGRADON TEST & MITIGATION:SITE SHALL BE TESTED FOR RADON GAS. MITIGATION, IF REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH IRC 2015 APPENDIX FDISCHARGE PIPE FROM SUMP PUMP SHALL BE CONNECTED TO A DRYWELL SYSTEM AWAY AT LEAST 15FT AWAY FROM FOUNDATION WALLSDISCHARGE PIPE FROM SUMP PUMP SHALL BE CONNECTED TO A DRYWELL SYSTEM AWAY AT LEAST 15FT AWAY FROM FOUNDATION WALLSDISCHARGE PIPE FROM SUMP PUMP SHALL BE CONNECTED TO A DRYWELL SYSTEM AWAY AT LEAST 15FT AWAY FROM FOUNDATION WALLS2X4 TYP INTERIOR WALL W/ GYP BD AND PLASTERCLOSED CELL INSULATION10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING8" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING8" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING491A1.082A1.082A1.091A1.102A1.101A1.09----39 SFHALLWAY202 SFTV ROOMDRAINWINDOWWELL3' - 0"DRAINWINDOWWELLDRAINWINDOWWELLDRAINWINDOWWELLCOLUMNS FROM 2ND FLOOR TO BASEMENT13' - 0"13' - 6"13' - 6"13' - 0"13' - 0"7' - 2"--------ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/4" = 1'-0"A1.01BASEMENT PLAN104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1BASEMENT PLAN ----713 SFPORCH583 SFPORCH618 SFTWO CAR GARAGE65' - 5"13' - 10 1/2"5' - 9 1/2"8' - 2 1/2"17' - 2"14' - 8"17' - 2"8' - 2 1/2"5' - 9 1/2"8' - 2 1/2"24' - 3 1/4"2' - 2 1/2"GAS FIREPLACEEAT-INISLAND98 SFFOYER273 SFDINING AREA375 SFLIVING AREAUPDNDNDNDN13' - 10 1/2"12' - 10"7' - 2 1/2"14' - 9"15' - 0"5' - 0"13' - 7 1/2"15' - 10"39' - 4"23' - 11 3/4"12' - 5 1/2"32 SFPOWDER ROOM91 SFHALLWAY192 SFOFFICE397 SFFAMILY ROOM23 SFHALLWAYSHELVES11' - 3"13' - 4 3/4"56 SFBATHROOM43 SFWALK-IN PANTRY128 SFMUDROOM159 SFGUEST BEDROOM9 SFCL9 SFCL425 SFKITCHEN AREA14' - 7 1/2"27' - 2"5' - 3 1/2"6' - 9 1/2"3' - 6"7' - 1"19' - 6"7' - 2"10' - 9 7/8"4' - 0"5' - 3"8' - 0 1/4"7' - 3"11' - 3"5' - 0"4' - 6 7/8"4' - 6 7/8"2' - 0"REFR.RANGESINK12' - 9"5' - 3 7/8"6' - 3 3/4"5' - 0"4' - 11 3/4"2' - 1"16' - 0"DN16' - 1 1/8"DWMICROWAVE11' - 4 5/8"6' - 3 3/4"ABEHIJCD1235611710F80' - 4 7/8"HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1 3/8" THICK, OR 20 MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE.DNPLATFORM3' - 0"1' - 0"10' - 10 3/8"4' - 0"PLATFORM24' - 3 3/4"16' - 9 1/2"24' - 3 3/4"7' - 8 1/4"16' - 3 1/2"15' - 6 1/2"16' - 3 1/2"7' - 8 1/4"7' - 3"15' - 0 1/2"8' - 5 1/2"15' - 0"0' - 5"15' - 2 1/2"GATTIC LADDER/ACCESS15' - 0 1/2"9' - 3"15' - 0 1/2"3' - 6"491A1.082A1.082A1.091A1.102A1.101A1.09----DNCERAMIC FLOOR TILE TO BE INSTALLED ON JAMES HARDIE® TILE BACKER BOARD AS PER MANUFACTURE'S INSTRUCTIONSGLASS ENCLOSURE TEMPERED GLASSBUILT-INCERAMIC FLOOR TILE TO BE INSTALLED ON JAMES HARDIE® TILE BACKER BOARD AS PER MANUFACTURE'S INSTRUCTIONSGARAGE WALLS USE 5/8" TYPE 'X' GYB BDFIRETAPE JOINTSSITTINGAREABLUESTONE ON SLABBLUESTONE ON SLABSHOWER--------WOOD STOVEBLUESTONE ON SLABUPSTAIRCASE NOTE:ALL STAIRCASE, HANDRAILS AND GUARDRAILS TO COMPLY WITH PROVISIONS OF IRC2015 CHAPTER 3 SECTIONS R311 AND R312 AND MA/CMR780 9th EDITION AMMENDMENTS DECK NOTE:-PROVIDE ADDITIONAL FLASHING AT DOOR OPENINGS FOR ADDITIONAL WEATHER PROTECTION-APLLY SILICONE SEALANTS UNDERNEATH DOOR SADDLES FOR ADDED PROTECTIONSTRUCTURAL NOTE:ALL STRUCTURAL BEAM, HEADER, RIDGE BEAM, FLOOR JOIST, ROOF RAFTER SIZES, BEARING CONDITIONS AND ANCHORING REFER TO STRUCTURAL DRAWINGSSEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ENGINEERED STRUCTURAL COMPONENTS. NO HOLES OR NOTCHES SHALL BE MADE TO ANY BEAM WITHOUT APPROVAL OF DESIGN PROFESSIONAL UNLESS ALLOWED IN MANUFACTURER'S INSTALLATION INSTRUCTIONS.INSTALL FIRE BLOCKING BETWEEN STORIES PER IRC R302.11, R602.8 VENTED GAS FIREPLACE HEATERSG2435.1 (605.1) GENERAL. VENTED GAS FIREPLACE HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS, SHALL BE TESTED IN ACCORDANCE WITH ANSI Z21.88 AND SHALL BE DESIGNED AND EQUIPPED AS SPECIFIED IN SECTION G2432.2.ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 7799As indicatedA1.021ST FLOOR PLAN104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"11ST FLOOR PLAN DN18' - 6"14' - 7 3/4"151 SFMASTER BATHROOM223 SFBEDROOM #140 SFW.I.C.193 SFBEDROOM #24' - 6"19 SFCL16' - 0"2' - 0"9' - 5"12' - 1"60 SFBATHROOM64 SFLAUNDRY ROOM39 SFW.I.C.83 SFW.I.C.3 SFLN136 SFHALLWAY124 SFMEDIAFLANKING CABINETMAKEUPVANTYFREESTANDING TUBSHOWERFLANKING CABINET23 SFTOILETCABINET265 SFMASTER BEDROOM12' - 8 1/2"16' - 0"17' - 2"13' - 3 1/2"17' - 5 1/2"5' - 8"5' - 1 1/2"4' - 6"10' - 4 1/2"15' - 3"4' - 0"5' - 6"4' - 1"13' - 5"6' - 4 1/2"8' - 8 7/8"12' - 5 1/2"9' - 3 3/4"9' - 5 1/4"6' - 10 5/8"5' - 0"12' - 1"7' - 1"13' - 7 1/2"8' - 11 7/8"4' - 6"9' - 6"ABEHIJCD1235611710F8GUNFINISHED ATTIC AREAUNINHABITABLE ATTIC W/ LIMITED STORAGEUNFINISHED ATTIC AREANO STORAGEUNFINISHED ATTIC AREANO STORAGEUNFINISHED ATTIC AREANO STORAGEWALL 5' -0" HEIGHTWALL 5' -0" HEIGHTWALL 5' -0" HEIGHTWALL 5' -0" HEIGHTWALL 5' -0" HEIGHTWALL 6' -8" HEIGHTWALL 6' -8" HEIGHTWALL 5' -0" HEIGHTWALL 6' -10" HEIGHTATTIC LADDER/ACCESS491A1.082A1.082A1.091A1.102A1.101A1.09CERAMIC FLOOR TILE TO BE INSTALLED ON JAMES HARDIE® TILE BACKER BOARD AS PER MANUFACTURE'S INSTRUCTIONSGLASS ENCLOSURE TEMPERED GLASSCERAMIC FLOOR TILE TO BE INSTALLED ON JAMES HARDIE® TILE BACKER BOARD AS PER MANUFACTURE'S INSTRUCTIONSSKYLIGHT PROJECTION--------ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/4" = 1'-0"A1.032ND FLOOR104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"12ND FLOOR PLAN FOUNDATION NOTES1.TO M AI NTAI N THE REQ UI RED DEPTH BELO W THE FI NAL G RAGE.SO I L BEARI NG PRESSURE A SSUM ED TO BE 1500 PSI . ANY FI L L U N D E R G R A D E S U P P O R T E D S L A B S T O B E A M I N I M U M O F 4 " G R A N U L A R M A T E R I A L C O M P A C T E D T O 9 5 % .CO NCRETE:BASEM ENT WALLS & F O UNDATI O NS NO T EX PO SED TO WEATHER:BASEM E N T & I N T E R I O R S L A B S O N G R A D E : BASEM E N T W A L L S & F O U N D A T I O N S E X P O S E D T O T H E W E A T H E R :( AS PER U. B. C. APPENDEX CHPT. TABLE A- 26- A) CO N C R E T E S L A B S T O H A V E C O N T R O L J O I N T S A T 2 5 ' ( M A X I M U M ) I N T E R V A L S E A C H W A Y . CO N C R E T E S I D E W A L K S T O H A V E T O O L E D J O I N T S A T 5 ' O . C . ( M I N I M U M )REI NFO RCED STEEL TO BE A- 615 G RADE 40. WELDED WI RE M ESH TO BE A- 185.EXCAVTE THE SI TE TO PRO VI DE A M I NI M UM O F 18" CLEA RANCE UNDER ALL G I RDERS. CO V E R E N T I R E C R A W L S P A C E W I T H 6 M I L B L A C K " V I S Q U E E N " A N D E X T E N D U P11 1/2" / 1'-0"11 1/2" / 1'-0"11 1/2" / 1'-0"3 3/4" / 1'-0"3 3/4" / 1'-0"SK1SK2SK4SK5SK63 3/4" / 1'-0"11 1/2" / 1'-0"1'-2" / 1'-0"1'-2" / 1'-0"4" / 1'-0"11 1/2" / 1'-0"11 1/2" / 1'-0"11 1/2" / 1'-0"29' - 9 1/2"OH2' - 0"OH2' - 0"OH2' - 0"OH1' - 6"OH1' - 6"OH2' - 0"OH2' - 0"OH2' - 0"OH1' - 6"OH2' - 0"OH2' - 0"OH1' - 6"OH1' - 6"OH2' - 0"OH2' - 0"OH2' - 0"OH2' - 0"OH1' - 6"OH2' - 0"OH1' - 6"OH2' - 0"OH2' - 0"OH2' - 0"OH2' - 0"WALLS PROJECTIONPORCH FLOOR PROJECTIONPORCH FLOOR PROJECTIONRIDGERIDGERIDGERIDGERIDGERIDGEV A L L E Y VALLEYVALLEYVALLEYVALLEYVALLEYV A L L E Y V A LLE Y VALLEYHIPHIP11' - 4 1/4"11' - 4 1/4"9' - 10 1/2"8' - 10"HIGHEST POINT OF ROOFOVERLAY ROOFABEHIJCD1235611710F830 YEAR ARCHITECTURAL ASPHALT SHINGLE OVER 15LBS FELT PAPER ON 5/8" CDX RATED PLYWOOD SHEATINGINSTALL 3FT OF ICE & WATER SHIELD AT ALL ROOF EAVESSEAMLESS ALUMINUM GUTTER TO DOWNSPOUT BELOWOVERLAY ROOFWALLS PROJECTIONG1'-2" / 1'-0"1'-2" / 1'-0"5 1/4" / 1'-0"SEAMLESS ALUMINUM GUTTER TO DOWNSPOUT BELOWSEAMLESS ALUMINUM GUTTER TO DOWNSPOUT BELOW491A1.082A1.082A1.092A1.101A1.09----SK3--------ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/4" = 1'-0"A1.04ROOF PLAN104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1ROOF PLAN 1 0 " C O N C R E T E W A L L # 4 ' s R E B A R @ 1 6 " O . C . 1 0 " C O N C R E T E W A L L 5 ' H E I G H T 2 4 " C O N C R E T E F O O T I N G 1 0 " C O N C R E T E W A L L 4 " S L A B O N G R A D E W I T H W/W/M4 " C O M P A C T E D C R U S H E D S T O N E 4 " LA L L Y C O L U M N 2 4 " X 2 4 " X 1 2 "FO UNDATI O N DETAI LS Foundat i o n S c h e d u l e N u m b e r o f F l o o r s S u p p o r t e d B y t h e F o u n d a t i o n 123T h i c k n e s s o f F o u n d a t i o n W a l l ( I n c h e s ) C o n c r e t e 681 0 1 2 1 5 1 8 678W i d t h o f F o o t i n g ( I n c h e s ) T h i c k n e s s O f F o o t i n g ( I n c h e s ) D e p t h B e l o w U n d i s t u r b e d G r o u n d S u r f a c e ( I n c h e s ) 1 2 1 8 2 4 F O U N D A T I O N F O R S T U D B E A R I N G W A L L S - - M I N . R E Q . C o n t i n o u s # 4 B a r s @ T o p o f M u d S i l l W a l l a n d i n F o o ting . 4 " LA L L Y C O L U M N 2 4 " X 2 4 " X 1 2 " ( 4 ) 1 - 3 / 4 x 1 1 - 7 / 8 2 . 0 E B C V e r s a - L a m 2 8 0 0 B 0 0 1 B e a r i n g P l a t e S e t i n f u l l m o r t a r b e d G R O U N D S E E F O O T I N G D E T A I L S E E F O O T I N G D E T A I L 4 " C o n c . S l a b 4 " G r a v e l F i l l F O U N D A T I O N S C H E D U L E 1 / 8 " = 1 ' - 0 " 3 " t o 4 " P i p e C o l u m n N o . 1 0 , 6 " X 6 " W . W . M . W h e r e r e q u i r e d V a p o r B a r r i e r h t t p s : / / r a n g e l p l a n n i n g d e s i g n . c o m / C o n s u l t a n t A d d r e s s A d d r e s s P h o n e F a x e - m a i l C o n s u l t a n t A d d r e s s A d d r e s s P h o n e F a x e - m a i l C o n s u l t a n t A d d r e s s A d d r e s s P h o n e F a x e - m a i l C o n s u l t a n t A d d r e s s A d d r e s s P h o n e F a x e - m a i l # 4 ' s R E B A R @ 1 6 " O . C . 1 0 " C O N C R E T E W A L L 5 ' H E I G H T 2 4 " C O N C R E T E F O O T I N G 1 ' - 0 " N O TE : O NE STO RY PLA NS SHO WN.F O R T W O S T O R I E S P L A N S , U S E 2 ' - 6 " S Q U A R E X 1 ' - 4 " H I G H . P I P E C O L U M N F O O T I N G F O R A B A S E M E N T 1FO U N D A T I O N N O T E S 1.3.---F O O T I N G S A R E T O B E A R O N U N D I S T U R B E D L E V E L S O I L D E V O ID O F A N Y O R G A N I C M A T E R I A L S A N D S T E P P E D A S R E Q U I R E D T O M A I N T A I N T H E R E Q U I R E D D E P T H B E L O W T H E F I N A L G R A G E.2. S O I L B E A R I N G P R E S S U R E A S S U M E D T O B E 1 5 0 0 P S I . A N Y F I L L U N D E R G R A D E S U P P O R T E D S L A B S T O B E A M I N I M U M O F 4 " G R A N U L A R M A T E R I A L C O M P A C T E D T O 9 5 % . 4. C O N C R E T E : B A S E M E N T W A L L S & F O U N D A T I O N S N O T E X P O S E D T O W E A T H E R :B A S E M E N T & I N T E R I O R S L A B S O N G R A D E : B A S E M E N T W A L L S & F O U N D A T I O N S E X P O S E D T O T H E W E A T H E R :( A S P E R U . B . C . A P P E N D E X C H P T . T A B L E A - 2 6 - A ) 5.6.7.8.9.3 0 0 0 P S I 3 0 0 0 P S I 3 0 0 0 P S I C O N C R E T E S L A B S T O H A V E C O N T R O L J O I N T S A T 2 5 ' ( M A X I M U M ) I N T E R V A L S E A C H W A Y . C O N C R E T E S I D E W A L K S T O H A V E T O O L E D J O I N T S A T 5 ' O . C . (M I N I M U M ) R E I N F O R C E D S T E E L T O B E A - 6 1 5 G R A D E 4 0 . W E L D E D W I R E M E S H T O B E A - 1 8 5 . E X C A V T E T H E S I T E T O P R O V I D E A M I N I M U M O F 1 8 " C L E A R A N C E U N D E R A L L G I R D E R S . C O V E R E N T I R E C R A W L S P A C E W I T H 6 M I L B L A C K " V I S Q U E E N " A N D E X T E N D U P F D T N . W A L L S T O P . T . M U D S I L L . 1 0 . P R O V I D E A M I N I M U M O F 1 S Q . F T . O F V E N T I L A T I O N A RE A F O R E A C H 1 5 0 S Q . F T . O F C R A W L S P A C E A R E A . V E N T S A R E T O B E C L O S A B L E WIT H O P E N I N G S I N C O R R O S I V E R E S I S T A N T S C R E E N . P O S T N O T I C E R E : O P E N I N G V E N T S A R E T H E E L E C T R I C A L P A N E L . 1 1 . A L L W O O D I N C O N T A C T W I T H C O N C R E T E T O B E P R E S S U R E TR E A T E D O R P R O T E C T E D W I T H 5 5 # R O L L R O O F I N G . 1 2 . B E A M P O C K E T S I N C O N C R E T E T O H A V E 1 / 2 " A I R S P A C E AT S I D E S A N D E N D S W I T H A M I N I M U M B E A R I N G O F 3 " . 1 3 . P R O V I D E C R A W L S P A C E D R A I N A S P E R 2 9 1 0 O F U B C . 1 4 . W A T E R P R O O F B A S E M E N T W A L L S B E F O R E B A C K F I L L I N G P R O V I D I N G A 4 " P E R F O R A T E D D R A I N T I L E B E L O W T H E T O P O F T H E F O O T I N G . 1 5 . B A C K F I L L F O R M S , S H O R I N G A N D P O U R I N G M E T H O D S M U S T CO N F O R M T O U P T O D A T E A C . I S T A N D A R D S . 1 6 . D A Y S T R E N G T H A N D N O T B E F O R E S T R U C T U R A L F L O O R F R A M I N G ( I N C L U D I N G S U B - F L O O R ) I S I N P L A C E . ( F R A M I N G M U S T B E F U L L Y N A I L E D A N D A N C H O R E D ) 1 7 . A L L C O N C R E T E I N F O U N D A T I O N S H A L L D E V E L O P A M I N . CO M P R E S S I O N S T R E N G T H O F 3 0 0 0 P S I I N 2 8 D A Y S . 1 8 . S I N G L E S T O R Y A N D T W O S T O R Y S T R U C T U R E S S H A L L H A V E A FO O T I N G 1 8 " B E L O W T H E F I N I S H E D G R A D E L I N E . A T H R E E S T O R Y S T R U C T UR E S H A L L H A V E A F O O T I N G A T 2 4 " B E L O W F I N I S H E D G R A D EBEAM PO CKET DETAI L 1 / 8 " = 1 ' - 0 " F O U N D A T I O N N O T E S 3 / 3 2 " = 1 ' - 0 " B E A M P O C K E T 1 / 4 " = 1 ' - 0 " F O U N D A T I O N D E T A I L S c a l e B e a m n o t c h 1 1 / 2 " M i n . 4 " b e a r i n g o r 1 / 2 t h e t h i c k n e s s o f c o n c r e t e s t e m w a l l 1 / 2 " A i r s p a c e o n B e a m / g i r d e r s i d e s a n d e n d o f B e a m / g i r d e r . G i r d e r o r B e a m P l a c e # 5 5 R o o f i n g p a p e r o r s u i t a b l e s u b s t i t u t e u n d e r b e a m / g i r d e r & s i d e s B a s e m e n t S t r u c t u r a l 1 / 4 " = 1 ' - 0 " N E W 1 2 " X 4 8 " B I G F O O T S O N O T U B E 6 X 6 P O S T N o t e : I n s t a l l S i m p s o n H P A H D @ e d g e o f m u d s i l l p e r M F G ins t r u c t i o n s . O n e # 4 r e b a r i n s h e a r c o n e . R e b a r 2 x e m b e d m e n t d e p t h + 1 2 " e x c e p t c o r n e r s . E m b e d h o l d o w n s 4 " i n t o s l a b & 6 " i n t o s t e m w a l l . P r o t e c t i v e c o a t i n g R i g i d I n s u l a t i o n S l o p e a w a y f r o m w a l l a t 6 " t o 1 0 ' L o w - p e r m e a b i l i t y s o i l 8"M i n . 6"M i n . 5 / 8 " a n c h o r b o l t s @ 6 ' O . C . ( 4 ' i n s e i s m i c z o n e 4 R i g i d I n s u l a t i o n S e a l a n t i f r e q u i r e d 6 " M i n . o r c o d e R e q . 8 " x 2 4 " o r c o d e r e q u i r e m e n t 8"2 4 " C o n c r e t e B a s e m e n t W a l l W / e x t e r i o r i n s u l a t i o n D a m p - p r o o f i n g o r w a t e r p r o o f i n g F i l t e r f a b r i c 4 " p e r f o r a t e d d r a i n p i p e C o u r s e G r a v e l # 4 R e b a r 1 6 " O . C . V e r t i c a l l y & H o r i z o n a l l y & # 4 d o w e l l s - 1 6 " O . C . & A l t h o o k s u n d e r f o o t i n g r e i n f o r c e m e n t . M i n . r e b a r o v e r l a p 1 2 " P r o j e c t n u m b e r D a t e D r a w n b y C h e c k e d b yFO UNDATI O N PLAN 2 1 - 0 6 7 0 7 / 1 9 / 2 0 2 1 S . R . J . K . S-01 A s i n d i c a t e d 4 " S l a b w / w e l d e d w i r e m e s h V a p o r r e t a r d e r413 EAST STREET,HI NG HAM , M A BRUNO X A V I E R 3 / 4 " = 1 ' - 0 " P O S T F O O T I N G D E T A I L C o n s u l t a n t A d d r e s s A d d r e s s P h o n e F a x e - m a i l N o . D e s c r i p t i o n D a t e G a s k e t s o r c a u l k i n g a b o v e & b e l o w r i m j o i s t P r e s s u r e - t r e a t e d s i l l p l a t e I n s u l a t i o n b e t w e e n f l o o r - c e i l i n g j o i s t w i t h v a p o r r e t a r d e r o n t o p s i d e o f in s u l a t i o n G a s k e t o r s i l l s e a l m a t e r i a l u n d e r s i l l p l a t e 2'-0" SQ Mudsill Stem Wall6' - 0"5' - 5 1/2"6' - 0"5' - 5 1/2"9/8/2021 2:37:22 PM UPDN1-11-21-31-121-131-141-11-21-31-41-51-181-191-201-211-221-231-241-251-291-311-321-41-51-61-71-121-10G1G21-111-131-151-141-161-171-201-231-221-241-191-211-31-61-71-81-91-101-111-151-161-174' - 7"2' - 9 1/2"2' - 9 1/2"4' - 7"5' - 4 1/2"2' - 7 1/2"2' - 7 1/2"5' - 4 1/2"3' - 3 3/4"3' - 3 3/4"7' - 4 1/2"7' - 4 1/2"7' - 0"8' - 0"2' - 9 7/8"6' - 11 5/8"4' - 10"3' - 10"6' - 11 5/8"2' - 9 7/8"3' - 5 7/8"1' - 11 1/2"8' - 11 3/4"5' - 4 1/2"2' - 7 1/2"2' - 7 1/2"5' - 4 1/2"5' - 6"8' - 11 5/8"5' - 0 3/8"3' - 9"5' - 2 7/8"2' - 6 1/8"3' - 3"3' - 3 7/8"3' - 11 1/8"11' - 3 1/2"3' - 4"ABEHIJCD1235611710F81-281-8G1-261-2710' - 4 7/8"3' - 2"10' - 4 7/8"4' - 1"7' - 4"2' - 5 3/4"11' - 4 5/8"5' - 11 7/8"1-303' - 2"5' - 0"3' - 2"5' - 0"5' - 5"5' - 5"491-281-271-26ABEHIJCD1235611710F85' - 2 1/8"4' - 3 1/2"5' - 2 1/8"3' - 5 1/4"4' - 3 1/2"3' - 5 1/4"2-92-82-72-62-52-42-32-22-12-102-112-12-22-62-32-42-52-72-82-92-102-112-122-134' - 7 7/8"4' - 7 7/8"4' - 3 3/4"6' - 8 1/4"2' - 7 1/2"6' - 8 1/4"2' - 6 1/2"2' - 7 1/2"2' - 7 1/2"4' - 11"6' - 8 1/4"2' - 7 1/2"6' - 8 1/4"G2-142-153' - 1"492-132-1210' - 11"3' - 2"10' - 11"ABEHIJCD1235611710F8B2B6B3B4B5B1B7B1B2B3B5B6B7B8B93' - 3"3' - 3 3/4"3' - 11 1/2"3' - 3"3' - 2 3/4"3' - 11 5/8"3' - 3 7/8"7' - 8"7' - 8"13' - 2 7/8"3' - 2 5/8"GB43' - 3 7/8"49ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/8" = 1'-0"A1.05FLOOR PLANS -WINDOWS ANDDOORS104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/8" = 1'-0"21ST FLOOR PLAN - DOORS AND WINDOWS1/8" = 1'-0"32ND FLOOR PLAN - DOORS AND WINDOWS1/8" = 1'-0"1BASEMENT PLAN - DOORS AND WINDOWSPROPOSED DOOR SCHEDULEMARK QTY WIDTH HEIGHT LEVEL DOOR DESCRIPTION1-1 1 3' - 0" 6' - 8" 1ST FLOOR EXTERIOR ENTRY W/ SIDELIGHTS1-2 1 13' - 1" 7' - 0" 1ST FLOOR INTERIOR CASING OPENING1-3 1 4' - 11 1/2" 7' - 0" 1ST FLOOR INTERIOR CASING OPENING1-4 1 2' - 8" 7' - 0" 1ST FLOOR INTERIOR SINGLE FLUSH1-5 1 4' - 0" 6' - 8" 1ST FLOOR INTERIOR BI FOLD1-6 1 4' - 0" 6' - 8" 1ST FLOOR INTERIOR BI FOLD1-7 1 2' - 2" 7' - 0" 1ST FLOOR INTERIOR SINGLE FLUSH1-8 1 3' - 0" 7' - 0" 1ST FLOOR EXTERIOR ENTRY FULL GLASS1-10 1 3' - 0" 7' - 0" 1ST FLOOR EXTERIOR STEEL DOOR W/SPRING HINGES1-11 1 3' - 0" 7' - 0" GARAGE EXTERIOR ENTRY FULL GLASS1-12 1 3' - 0" 7' - 0" 1ST FLOOR INTERIOR POCKET1-13 1 4' - 0" 7' - 0" 1ST FLOOR INTERIOR DOUBLE SLIDING BARN1-14 1 5' - 6" 7' - 0" 1ST FLOOR EXTERIOR SLIDING1-15 1 8' - 0" 7' - 0" 1ST FLOOR EXTERIOR SLIDING1-16 1 8' - 0" 7' - 0" 1ST FLOOR EXTERIOR SLIDING1-17 1 5' - 0" 7' - 0" 1ST FLOOR INTERIOR CASING OPENING1-19 1 2' - 8" 7' - 0" 1ST FLOOR INTERIOR SINGLE FLUSH1-20 1 3' - 0" 0' - 0" 1ST FLOOR INTERIOR SINGLE SLIDING BARN1-21 1 6' - 0" 7' - 0" 1ST FLOOR EXTERIOR SLIDING1-22 1 2' - 10" 7' - 0" 1ST FLOOR EXTERIOR ENTRY FULL GLASS1-23 1 2' - 8" 7' - 0" 1ST FLOOR INTERIOR SINGLE FLUSH1-24 1 2' - 2" 7' - 0" 1ST FLOOR INTERIOR SINGLE FLUSH1-26 1 14' - 2" 7' - 5 1/2" 1ST FLOOR1-27 1 7' - 8" 7' - 5 1/2" 1ST FLOOR1-28 1 14' - 3 1/2" 3' - 6" 1ST FLOOR1-29 1 14' - 2" 7' - 5 1/2" 1ST FLOOR2-1 1 2' - 4" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-2 1 2' - 8" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-3 1 2' - 8" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-4 1 4' - 0" 7' - 0" 2ND FLOOR INTERIOR FRENCH2-5 1 4' - 0" 7' - 0" 2ND FLOOR INTERIOR FRENCH2-6 1 1' - 8" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-7 1 2' - 4" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-8 1 2' - 8" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-9 1 2' - 8" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-10 1 2' - 2" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-11 1 2' - 2" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-12 1 2' - 2" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-13 1 2' - 2" 7' - 0" 2ND FLOOR INTERIOR SINGLE FLUSH2-14 1 2' - 6" 4' - 0" 2ND FLOOR INTERIOR ATTIC ACCESS2-15 1 2' - 6" 4' - 0" 2ND FLOOR INTERIOR ATTIC ACCESSB1 1 3' - 0" 7' - 0" BASEMENT EXTERIOR ENTRY W/HALF GLASSB2 1 2' - 2" 6' - 8" BASEMENT INTERIOR SINGLE FLUSHB3 1 4' - 6" 6' - 8" BASEMENT INTERIOR BI FOLDB4 1 4' - 6" 6' - 8" BASEMENT INTERIOR BI FOLDB5 1 2' - 8" 6' - 8" BASEMENT INTERIOR SINGLE FLUSHB6 1 2' - 8" 6' - 8" BASEMENT INTERIOR SINGLE FLUSHB7 1 3' - 0" 6' - 8" BASEMENT INTERIOR SINGLE FLUSHG1 1 8' - 0" 8' - 0" GARAGE GARAGE DOORG2 1 8' - 0" 8' - 0" GARAGE GARAGE DOORPROPOSED WINDOW SCHEDULE (U-FACTOR 0.30 OR LESS)MARK QTY WIDTH HEIGHTSILLHEIGHTLEVELWINDOW DESCRIPTION1-1 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-2 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-3 1 2' - 7 1/2" 4' - 11 1/2" 1' - 8" 1ST FLOORDOUBLE HUNG1-4 1 2' - 7 1/2" 4' - 11 1/2" 1' - 8" 1ST FLOORDOUBLE HUNG1-5 1 2' - 7 1/2" 4' - 11 1/2" 1' - 8" 1ST FLOORDOUBLE HUNG1-6 1 2' - 7 1/2" 0' - 11 1/2" 6' - 7 1/2" 1ST FLOORTRANSOM1-7 1 2' - 7 1/2" 0' - 11 1/2" 6' - 7 1/2" 1ST FLOORTRANSOM1-8 1 2' - 7 1/2" 0' - 11 1/2" 6' - 7 1/2" 1ST FLOORTRANSOM1-9 1 2' - 3 1/2" 0' - 11 1/2" 6' - 11" 1ST FLOORTRANSOM1-10 1 3' - 3 1/2" 0' - 11 1/2" 6' - 11" 1ST FLOORTRANSOM1-11 1 2' - 3 1/2" 0' - 11 1/2" 6' - 11" 1ST FLOORTRANSOM1-12 1 2' - 7 1/2" 4' - 11 1/2" 1' - 8" 1ST FLOORDOUBLE HUNG1-13 1 2' - 7 1/2" 4' - 11 1/2" 1' - 8" 1ST FLOORDOUBLE HUNG1-14 1 2' - 7 1/2" 4' - 11 1/2" 1' - 8" 1ST FLOORDOUBLE HUNG1-15 1 2' - 7 1/2" 0' - 11 1/2" 6' - 7 1/2" 1ST FLOORTRANSOM1-16 1 2' - 7 1/2" 0' - 11 1/2" 6' - 7 1/2" 1ST FLOORTRANSOM1-17 1 2' - 7 1/2" 0' - 11 1/2" 6' - 7 1/2" 1ST FLOORTRANSOM1-18 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-19 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-20 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG W/ TEMPERED GLASS1-21 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG W/ TEMPERED GLASS1-22 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-23 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-24 1 2' - 7 1/2" 3' - 11 1/2" 3' - 6 1/2" GARAGEDOUBLE HUNG1-25 1 2' - 7 1/2" 3' - 11 1/2" 3' - 6 1/2" GARAGEDOUBLE HUNG1-26 1 2' - 7 1/2" 3' - 11 1/2" 3' - 6 1/2" GARAGEDOUBLE HUNG1-27 1 2' - 7 1/2" 3' - 11 1/2" 3' - 6 1/2" GARAGEDOUBLE HUNG1-28 1 3' - 3 1/2" 1' - 5 1/2" 5' - 9 1/2" 1ST FLOORTRANSOM1-29 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-30 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-31 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG1-32 1 2' - 7 1/2" 4' - 11 1/2" 2' - 7 1/2" 1ST FLOORDOUBLE HUNG2-1 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0" 2ND FLOORDOUBLE HUNG2-2 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0" 2ND FLOORDOUBLE HUNG2-3 1 2' - 7 1/2" 4' - 8 1/2" 2' - 6" 2ND FLOORDOUBLE HUNG2-4 1 2' - 7 1/2" 4' - 8 1/2" 2' - 6" 2ND FLOORDOUBLE HUNG2-5 1 2' - 7 1/2" 4' - 8 1/2" 2' - 6" 2ND FLOORDOUBLE HUNG2-6 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0" 2ND FLOORDOUBLE HUNG2-7 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0" 2ND FLOORDOUBLE HUNG2-8 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0 1/2" 2ND FLOORDOUBLE HUNG W/ TEMPERED GLASS2-9 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0 1/2" 2ND FLOORDOUBLE HUNG W/ TEMPERED GLASS2-10 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0 1/2" 2ND FLOORDOUBLE HUNG2-11 1 2' - 7 1/2" 4' - 11 1/2" 2' - 0 1/2" 2ND FLOORDOUBLE HUNG2-12 1 2' - 7 1/2" 3' - 11 1/2" 2' - 4 1/2" 2ND FLOORDOUBLE HUNG2-13 1 2' - 7 1/2" 3' - 11 1/2" 2' - 4 1/2" 2ND FLOORDOUBLE HUNGB1 1 2' - 11 1/2" 4' - 11 1/2" 2' - 3 1/2" BASEMENTDOUBLE HUNGB2 1 2' - 11 1/2" 4' - 11 1/2" 2' - 3 1/2" BASEMENTDOUBLE HUNGB3 1 2' - 11 1/2" 4' - 11 1/2" 2' - 3 1/2" BASEMENTDOUBLE HUNGB4 1 2' - 11 1/2" 4' - 11 1/2" 3' - 11" BASEMENTDOUBLE HUNGB5 1 2' - 11 1/2" 4' - 11 1/2" 3' - 11" BASEMENTDOUBLE HUNGB6 1 2' - 11 1/2" 4' - 11 1/2" 3' - 11" BASEMENTDOUBLE HUNGB7 1 2' - 11 1/2" 4' - 11 1/2" 3' - 11" BASEMENTDOUBLE HUNGB8 1 2' - 11 1/2" 4' - 11 1/2" 3' - 11" BASEMENTDOUBLE HUNGB9 1 2' - 11 1/2" 4' - 11 1/2" 3' - 11" BASEMENTDOUBLE HUNGSK1 1 2' - 2 1/2" 6' - 1 1/2" 2ND FLOORFIXED SKYLIGHT VELUX®SK2 1 2' - 2 1/2" 6' - 1 1/2" 2ND FLOORFIXED SKYLIGHT VELUX®SK3 1 2' - 2 1/2" 6' - 1 1/2" 2ND FLOORFIXED SKYLIGHT VELUX®SK4 1 2' - 2 1/2" 6' - 1 1/2" 2ND FLOORFIXED SKYLIGHT VELUX®SK5 1 2' - 2 1/2" 6' - 1 1/2" 2ND FLOORFIXED SKYLIGHT VELUX®SK6 1 2' - 2 1/2" 6' - 1 1/2" 2ND FLOORFIXED SKYLIGHT VELUX®EXTERIOR STACKING GLAZEDEXTERIOR STACKING GLAZEDEXTERIOR STACKING GLAZEDEXTERIOR STACKING GLAZED 1ST FLOOR2' -6"2ND FLOOR13' -6"TOP RIDGE LINE30' -0"GRADE0' -0"1-12356117108HARDIEPLANK LAP SIDING (5" EXPOSURE)5/4X4 ON 4/10 FASCIA (TYP)12" SQUARE COLUMNCONTINUOUS RIDGE VENT2-12-22-32-42-52-62-71-11-21-31-41-51-91-111-151-131-141-161-171-121-181-191-61-71-81-10B56"CLCLCL3 3/4" 1'-0"1'-2" 1'-0"1'-2" 1'-0"3 3/4" 1'-0"11 1/2" 1'-0"11 1/2" 1'-0"B4491X6 PVC TRIM1X10 PVC GABLE EAVE FASCIA1X8 PVC GABLE FRIEZE BOARD 1X8 PVC CORNER BOARDHARDIEPLANK LAP SIDING (5" EXPOSURE)COLUMN WRAPPED WITH CUSTOMPVC BOARD SEE DETAIL1X8 PVC CORNER BOARD1X8 PVC CORNER BOARDSEAMLESS ALUMINUM GUTTERTO DOWNSPOTCULTURED STONE OR THIN SET BRICK VENEER W/ 2 1/4" STONE CAPWINDOW WELLWINDOW WELL5"7"7"5 9/16"5 9/16"1ST FLOOR2' -6"2ND FLOOR13' -6"TOP RIDGE LINE30' -0"GRADE0' -0"ABEHIJCDF3 3/4" 1'-0"11 1/2" 1'-0"4" 1'-0"11 1/2" 1'-0"1-11SK1SK42-112-101-291-311-321-261-27G1-307"7"11"11"7"7"5/4X4 ON 4/10 FASCIA (TYP)1X6 PVC TRIM1X10 PVC GABLE EAVE FASCIA1X8 PVC CORNER BOARDHARDIEPLANK LAP SIDING (5" EXPOSURE)COLUMN WRAPPED WITH CUSTOMPVC BOARD SEE DETAILSEAMLESS ALUMINUM GUTTERTO DOWNSPOT5 9/16"9 7/16"1-28NOTE:INSTALL APPROPRIATELY FLASHED PVC MOUNTING BLOCKS AT EVERY EXTERIOR WALL PENETRATION OR ATTACHMENT.BUILDER TO VERIFY ALL ROUGH OPENING DIMENSIONS AND HEADER HEIGHTS.ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/4" = 1'-0"A1.06FRONT AND LEFTSIDE ELEVATIONS104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"2LEFT SIDE ELEVATION 1ST FLOOR2' -6"2ND FLOOR13' -6"TOP RIDGE LINE30' -0"GRADE0' -0"235611710811 1/2" 1'-0"11 1/2" 1'-0"11 1/2" 1'-0"11 1/2" 1'-0"SK6SK5SK4SK2SK11-241-251-8499 7/16"2-122-13SK31-261-271-291ST FLOOR2' -6"2ND FLOOR13' -6"TOP RIDGE LINE30' -0"GRADE0' -0"GARAGE0' -4"ABEHIJCDFG1G22-82-91-201-211-221-2311 1/2" 1'-0"11 1/2" 1'-0"11 1/2" 1'-0"3 3/4" 1'-0"11 1/2" 1'-0"GB6B7B8B95 9/16"7"7"7"7"CLCLNOTE:INSTALL APPROPRIATELY FLASHED PVC MOUNTING BLOCKS AT EVERY EXTERIOR WALL PENETRATION OR ATTACHMENT.BUILDER TO VERIFY ALL ROUGH OPENING DIMENSIONS AND HEADER HEIGHTS.ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/4" = 1'-0"A1.07REAR AND RIGHTSIDE ELEVATIONS104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1REAR ELEVATION1/4" = 1'-0"2RIGHT SIDE ELEVATION PLATELINE 20'Notes:1. ALL CONCRETE SLABS THAT COME IN CONTACT WITH THE GROUND SHALL BELAID OVER A GAS PERMEABLE MATERIAL MADE UP OF EITHER A MINIMUM 4" THICKUNIFORM LAYER OF CLEAN AGGREGATE, OR A MINIMUM 4" THICK UNIFORM LAYEROF SAND, OVERLAIN BY A LAYER OR STRIPS OF MANUFACTURED MATTINGDESIGNED TO ALLOW THE LATERAL FLOW OF SOIL GASSES.2. ALL CONCRETE FLOOR SLABS SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH LOCAL BUILDING CODES. ADDITIONAL REFS: AMERICANCONCRETE INSTITUTE PUBLICATIONS, "ACI302.1R" E "ACI332R", OR THEPOST TENSIONING INSTITUTE MANUAL, "DESIGN AND CONSTRUCTION OF POST-TENSIONED SLABS ON GROUND".3. ALL OPENINGS, GAPS AND JOINTS IN FLOOR AND WALL ASSEMBLIES INCONTACT WITH SOIL OR GAPS AROUND PIPES, TOILETS, BATHTUBS ORDRAINS PENETRATING THESE ASSEMBLIES SHALL BE FILLED OR CLOSEDWITH MATERIALS THAT PROVIDE A PERMANENT AIR-TIGHT SEAL. SEALLARGE OPENINGS WITH NON- SHRINK MORTAR, GROUTS OR EXPANDING FOAMMATERIALS AND SMALLER GAPS WITH AN ELASTOMERIC JOIN SEALANT, ASDEFINED IN ASTM C920-87.4. VENT PIPES SHALL BE INSTALLED SO THAT ANY RAINWATER ORCONDENSATION DRAINS DOWNWARD INTO THE GROUND BENEATH THE SLABOR SOIL-GAS-RETARDER MEMBRANE.5. CIRCUITS SHOULD BE A MINIMUM 15 AMP, 115 VOLT.EXHAUST(10' FROM OPENINGS INTO CONDITIONED SPACES OF BUILDING)12" MIN. ABOVE ROOFFLASHINGRAFTERATTICRAFTERJOISTLIVING AREAELECTRICAL JUNCTION BOX FOR FUTURE INSTALLATIONOF VENT FAN: NOTE 5.FLOORINGOPTIONAL- ELECTRICALJUNCTION BOXFOR FUTURE INSTALLATIONOF WARNING DEVICE: NOTE 5SUPPORT STRAPPINGWATERPROOF SEALANT APPLIEDTO EXTERIOR WALLSGRADE LEVELSOIL-GAS-RETARDER MEMBRANE(MIN. 6-MIL POLYETHYLENE SHEETING OR EQUIVALENT):OVERLAP SEAMS 12" MIN.SEAL OPENINGS IN SLAB AND AROUNDPENETRATIONS, NOTE 33"4" DIA. VENT PIPESCH 40 PVC.SLAB: NOTE2SEALMIN. 4" THICK LAYEROF GAS PERMEABLEMATERIAL: NOTE 1PVC T-FITTING (OR EQUIVALENT)TO SUPPORT VENT PIPE - SEEDETAIL 1CONTRACTOR TO BE RESPONSIBLE TO INSTALL RADON SYSTEM AS PER 780CMR Appendix F Radon Control Methods:6. GAS-PERMEABLE LAYER. A gas-permeable layer shall consist of one of the following:A uniform layer of clean aggregate that is not less than four inches (102 mm) thick. The aggregateshall consist of material that will pass through a two inch (51 mm) sieve and be retained by a 1/4-inch(6.4-mm) sieve.A uniform layer of sand (native or fill) that is not less than four inches (102 mm) thick and that isoverlain by a soil gas collection mat or soil gas matting installed in accordance with the manufacturer'sinstructions. The soil gas mat or matting shall be designed for this purpose and condition, and havethe capacity to freely transport soil gases to the collection point from the most remote area.7. "T" Fitting and Vent PipeBefore a slab is cast or other floor system is installed, a "T" fitting shall be inserted below the slab orother floor system and the soil-gas-retarder. The "T" fitting shall be connected to a three-inchminimum vertical vent pipe. The vent pipe shall extend through the conditioned space of the dwellingand terminate not less than 12 inches (305 mm) above the roof in a location not less than ten feet(3,048 mm) away from any window or other opening into the conditioned spaces of the building that isless than two feet (610 mm) below the exhaust point. The horizontal legs of the "T" fitting shallconnect to two five-foot long pieces of four-inch diameter perforated pipe laid horizontally in a 50 inbed of gravel, filled with the same gravel as used in the gas-permeable layer.8. Soil-Gas-RetarderA soil-gas-retarder shall be placed on top of the gas-permeable layer prior to casting the slab orplacing the floor assembly. The soil-gas retarder shall cover the entire floor area with separatesections lapped not less than 12 inches (305 mm) and shall extend upward six inches and be sealedto the wall with an ASTM C290 class 25 or higher sealant or equal. The soil-gas-retarder shall fitclosely around any pipe, wire, or other penetrations of the material. Punctures or tears in the materialshall be sealed or covered. Under-slab insulation, if used, shall be placed on top of the sheeting.9. SumpsSumps open to soil or serving as the termination point for subslab drain tile loops shall be coveredwith a gasketed or sealed lid. Sumps used as the suction point in a subslab depressurization systemshall have a lid designed to accommodate the vent pipe. Sumps used as a floor drain shall have a lidequipped with a trapped inlet. Drainage systems that lead outside the foundation walls shall beisolated or trapped so as not to short-circuit the depressurization system.2ND FLOOR13' -6"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"710891/4" / 1'-0"1-241-251-26G2A1.00211 1/2" 1'-0"11 1/2" 1'-0"UNFINISHED ATTIC AREAUNINHABITABLE ATTIC W/ LIMITED STORAGECONTINUOUS RIDGE VENTA1.084OVERHANG2' - 0"OVERHANG2' - 0"1A1.09TWO CAR GARAGEENGINEERED FLOOR ASSEMBLYENGINEERED ROOF ASSEMBLYSEE WALL SECTIONSEE DETAILHEADER BY STRUCTURALHEADER BY STRUCTURALRIDGE BY STRUCTURALGARAGE WALLS USE 5/8" TYPE 'X' GYB BDFIRETAPE JOINTS1ST FLOOR2' -6"2ND FLOOR13' -6"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"7INSTALL R-20 ICYNENE® CLOSED CELL INSULATIONINSTALL R-29 ICYNENE® OPEN CELL INSULATION30 YEAR ARCHITECTURAL ASPHALT SHINGLE OVER 15LBS FELT PAPER ON 5/8" CDX RATED PLYWOOD SHEATHING INSTALL 3FT OF ICE & WATER SHIELD AT ALL ROOF EAVES.INSTALL ALUMINUM DRIP EDGESEAMLESS ALUMINUM GUTTERTO DOWNSPOT1X8 PVC FASCIA2X KD FASCIA NAILERWEATHER RESISTANT SOFFIT VENTINSTALL R-21 FIBERGLASS INSULATION W/KRAFT PAPER BARRIERINTERIOR WALL GARAGE GYP BD 5/8" TYPE X2X6 KD SILL PLATE ON2X6 PT SILL PLATE ONFOAM SILL SEALANTDBL 2X6 KD2X6 KD2X KD HEADER PER STRUCTUREAIR SPACEINSTALL VENT BAFFLEHURRICANE TIEDBL 2X6 KD TOP PLATE4" FIBER-MESH REINFORCED CONCRETE SLAB MIN 3000PSI CONCRETE ENGINEERED FLOOR ASSEMBLY3/4" T&G SUBFLOORING GLUED ANDNAILED W/ 8d RING SHANK NAILS AT 6" O.C.STRAPPING AT 16" O.C. AND 1/2" GYP BDW/ SKIN COAT PLASTERED CEILING FINISH10" CONCRETE FOUNDATION WALL MIN 3000PSI ON CONCRETE 24" X 12" CONTINUOUS CONCRETE FOOTING1-26EXTERIOR HEAD CASING(DRIP CAP)4" FIBER-MESH REINFORCED CONCRETE SLAB MIN 3000PSI CONCRETE 2X6 KD STUDSHARDIEPLANK LAP SIDING (5" EXPOSURE)ENGINEERED ROOF ASSEMBLY1/4" / 1'-0"11' - 8"2' - 0"HURRICANE TIESEE STRUCTURAL1ST FLOOR2' -6"2ND FLOOR13' -6"BASEMENT-7' -6"TOP RIDGE LINE30' -0"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"12356117108492-32-52-82-102-111-131-151-161-171-21B21-7FAMILY ROOMOFFICEBEDROOM #2CLMEDIAMASTER BEDROOMDINING AREAPLAYROOMGUEST BEDROOM1-2FOYERFOYER9' - 0"10' - 0"9' - 0"1'-2" 1'-0"1'-2" 1'-0"OVERHANG1' - 6"1'-2" 1'-0"1'-2" 1'-0"11 1/2" 1'-0"11 1/2" 1'-0"OVERHANG1' - 6"OVERHANG1' - 6"OVERHANG2' - 0"OVERHANG1' - 6"OVERHANG2' - 0"2A1.091A1.102A1.101A1.09OVERHANG2' - 0"OVERHANG2' - 0"UNFINISHED ATTIC AREANO STORAGEUNFINISHED ATTIC AREANO STORAGE6"ENGINEERED FLOOR ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED FLOOR ASSEMBLYENGINEERED CEILING ASSEMBLYPROVIDE DRAIN ON WINDOW WELL CONNECTED TO HOUSE DRAIN PROVIDE DRAIN CONNECTED TO HOUSE DRAIN 2X4 PT BOTTOM PLATEINSTALL R-21 FIBERGLASS INSULATION W/ KRAFT PAPER VAPOR BARRIER1-31-4ADS 4" DRAIN PIPE PERFORATED W/GEOTEXTILE SOCK----STRUCTURAL NOTE:ALL STRUCTURAL BEAM, HEADER, RIDGE BEAM, FLOOR JOIST, ROOF RAFTER SIZES, BEARING CONDITIONS AND ANCHORING REFER TO STRUCTURAL DRAWINGS13 1/4"7"2 1/2"2 1/2"5 3/4"1 1/2"2 1/2"13 1/4"7 1/4"2 1/2"1 15/16"5 5/8"1 1/2"13 1/4"12"ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 7799As indicatedA1.08BUILDINGSECTIONS104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1BUILDING SECTION 11/2" = 1'-0"4WALL SECTION 11/4" = 1'-0"2BUILDING SECTION 23PORCH COLUMN DETAIL1/4" = 1'-0"5RADON DETAIL 1ST FLOOR2' -6"2ND FLOOR13' -6"BASEMENT-7' -6"TOP RIDGE LINE30' -0"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"ABEHIJCDFG1A1.082A1.083 3/4" 1'-0"11 1/2" 1'-0"11 1/2" 1'-0"10' - 0"9' - 0"9' - 0"2-71-131-161-271-262-91-31-14B61-111' - 6"2' - 0"7"11"5"MASTER BEDROOMW.I.C.DINING AREAKITCHEN AREAWALK-IN PANTRYTWO CAR GARAGEPLAYROOMPORCHUNFINISHED ATTIC AREANO STORAGE1' - 10"ENGINEERED FLOOR ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED FLOOR ASSEMBLYENGINEERED CEILING ASSEMBLYENGINEERED ROOF ASSEMBLY8 9/16"CONTINUOUS RIDGE VENT----1ST FLOOR2' -6"2ND FLOOR13' -6"BASEMENT-7' -6"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"BEHIJFG2A1.082-102-111-301-291-311-32B3B2B11-2B11-219' - 0"10' - 0"9' - 0"5"5"BEDROOM #1FAMILY ROOMPORCHFOYERPORCHUNFINISHED ATTIC AREANO STORAGE4" 1'-0"11 1/2" 1'-0"11 1/2" 1'-0"3 3/4" 1'-0"UNFINISHED ATTIC AREANO STORAGE13' - 7"8' - 6 1/2"9' - 0"2' - 1"2' - 1"ENGINEERED FLOOR ASSEMBLYENGINEERED ROOF ASSEMBLYUNFINISHED ATTIC AREANO STORAGEENGINEERED FLOOR ASSEMBLYENGINEERED CEILING ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED BEAM WRAPPEDSLOPED CEILINGCONTINUOUS RIDGE VENTTONGUE AND GROOVE PVC CEILING 1/2" X 5 1/2" (AZEK® BEADBOARD)TONGUE AND GROOVE PVC CEILING 1/2" X 5 1/2" (AZEK® BEADBOARD)----1-28APPLY INCOMBUSTIBLE MATERIAL AROUND STOVE BY MANUFACTURINGScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/4" = 1'-0"A1.09BUILDING SECTION104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1BUILDING SECTION 31/4" = 1'-0"2BUILDING SECTION 4 1ST FLOOR2' -6"2ND FLOOR13' -6"BASEMENT-7' -6"ATTIC23' -6"TOP RIDGE LINE30' -0"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"BEHIJFG2A1.089' - 0"10' - 0"9' - 0"11"7"1-41-72-2PORCHOFFICEHALLWAYBEDROOM #2HALLWAYPORCHPOWDER ROOMFOYERMECHANICAL ROOM10"7 1/2"7 5/16"10"2-21-19B5B71-241-17SK4SK1UNFINISHED ATTIC AREANO STORAGE5"5"B13344" 1'-0"11 1/2" 1'-0"3 3/4" 1'-0"2' - 1"1' - 10"CONTINUOUS RIDGE VENTSLOPED CEILINGTONGUE AND GROOVE PVC CEILING 1/2" X 5 1/2" (AZEK® BEADBOARD)TONGUE AND GROOVE PVC CEILING 1/2" X 5 1/2" (AZEK® BEADBOARD)BLUESTONE ON SLABNEW 6 MIL. POLY VAPOR BARRIERNEW 2" R-10 RIGID INSULATION4" FIBER-MESH REINFORCED CONCRETE SLAB MIN 3000PSI CONCRETE 6" COMPACTED 3/4" GRAVEL BED ON UNDISTURBED SOIL3' - 0"NEW 6 MIL. POLY VAPOR BARRIERNEW 2" R-10 RIGID INSULATION4" FIBER-MESH REINFORCED CONCRETE SLAB MIN 3000PSI CONCRETE 6" COMPACTED 3/4" GRAVEL BED ON UNDISTURBED SOILBLUESTONE ON SLAB10' - 0"----1-271-281-281ST FLOOR2' -6"2ND FLOOR13' -6"BASEMENT-7' -6"TOP RIDGE LINE30' -0"GRADE0' -0"GARAGE0' -4"TOP OFFOUNDATION1' -4 1/2"ABEHIJCDFG1A1.082A1.08MEDIAHALLWAYLAUNDRY ROOMLIVING AREAPORCHPLAYROOMFOYER PORCH2-41-101-271-261-111-141-151-21-31-12-9UNFINISHED ATTIC AREANO STORAGE5 1/4" 1'-0"3 3/4" 1'-0"----OVERHANG3' - 0"5"2' - 1"7"5"7"11"SERVICE SINK5 1/2"5 1/2"8 1/16"1 3/16"9' - 0"10' - 0"9' - 0"8' - 6 1/2"ENGINEERED FLOOR ASSEMBLYENGINEERED FLOOR ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED ROOF ASSEMBLYENGINEERED RO OF ASSEM BLYENGINEERED ROOF ASSEMBLYCONTINUOUS RIDGE VENT11 1/2" 1'-0"ENGINEERED CEILING ASSEMBLYSLOPED CEILINGCEILING----ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 77991/4" = 1'-0"A1.10BUILDINGSECTIONS104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/4" = 1'-0"1BUILDING SECTION 51/4" = 1'-0"2BUILDING SECTION 6 ScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 7799A1.113D VIEWS -EXTERIOR ANDINTERIOR104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221KITCHEN 3D VIEW 12KITCHEN 3D VIEW 23KITCHEN 3D VIEW 34KITCHEN 3D VIEW 49FRONT 3D VIEW COSDTV TVTVSDCOSDCOSDTVTVTVTVTVSDSDSDCOSDCOSDTVTVTV TVCOSDSDTVHHSINGLE POLE SWITCHTHREE WAY SWITCHCABLE OUTLETBATH / LIGHT COMBO EXHAUST FANVANITY LIGHT FIXTURE36" 110 LED FIXTURE FOR CLOSET TO BE INSTALLED OVER DOOR CASINGELECTRICAL FIXTURE LEGENDCEILING SEMI FLUSHHW SMOKE AND CARBON DETECTORHW SMOKE DETECTOR5" LED RECESSED LIGHTWALL SCONCE LIGHT 4' X 2' FLUORESCENT FIXTURECHANDELIERPENDANT LIGHTHHEAT DETECTOR 24" 110 LED FIXTURE FOR CLOSET TO BE INSTALLED OVER DOOR CASINGCEILING FANScaleProject numberDateDrawn byChecked byPROJECT NAME & ADDRESS:REVISION SCHEDULEREVISED BYDATEJMKVSOULVEPLUS INC.2 TWIN HILL FARM ROAD ROWLEY, MA 01969978 759 7799As indicatedE1.00ELECTRICAL PLANS104GMR_WBAR104 GREAT MARSH ROADWEST BARNSTABLE, MA10/12/20221/8" = 1'-0"1BASEMENT ELECTRICAL PLAN1/8" = 1'-0"21ST FLOOR ELECTRICAL PLAN1/8" = 1'-0"32ND FLOOR ELECTRICAL PLAN SITEDRAWN BYCHECKED BY-FHS-0011 OF 8DATE29 SEP 2022PROJECT NAME:No.REVISIONDATESITE PLAN:SHEETGENERAL NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE DESIGN WAS COMPLETED IN ACCORDANCE WITH THE CURRENTEDITION OF THE MASSACHUSETTS STATE BUILDING CODE (MA-CODE)INCLUDING ALL RELATED PROVISIONS AND AMENDMENTS.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THEMASSACHUSETTS STATE BUILDING CODE (MA-CODE) AND ALL OTHERAPPLICABLE FEDERAL, STATE AND LOCAL CODE, ORDINANCE AND/ORREGULATION RELATED TO THE WORK SHOWN ON THESE DRAWINGS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ON THIS DRAWINGARE BASED ON INFORMATION PROVIDED BY OTHERS. THE DESIGNENGINEER IS NOT RESPONSIBLE FOR THE ACCURACY OF THEINFORMATION. DISCREPANCIES BETWEEN THIS DRAWING AND THOSE OFOTHER DISCIPLINES SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER PRIOR COMMENCING THE WORK. NOTIFY THE DESIGNENGINEER IMMEDIATELY OF ANY ISSUE INTERFERING WITH THEEXECUTION OF THE WORK SHOWN ON THIS DRAWING PRIOR TOCOMMENCING THE CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.CONTRACTOR IS TO DETERMINE PROPERTY LINES AND SECURE ADJACENTPROPERTY OWNER'S CONSENT IF WORK EXTENDS BEYOND BUILDING'SPROPERTY LINE AS REQUIRED BY THE MA-CODE.LEAVE NO HOLES UNPROTECTED OVERNIGHT OR OVER WEEKENDS ORHOLIDAYS. INSPECT AND SECURE THE WORK AREA. REMOVE POTENTIALHAZARDS AND COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE ANDLOCAL ORDINANCES INCLUDING ALL OSHA REGULATIONS.PROVIDE STABLE AND SAFE SLOPES FOR ALL EXCAVATIONS INACCORDANCE WITH APPLICABLE OSHA REQUIREMENTS. PROVIDEADEQUATE TRENCH SHORING AND OTHER PERSONNEL PROTECTION INACCORDANCE WITH OSHA REQUIREMENTS DURING THE WORK.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.EXCAVATE TO EXPOSE RETAINING WALL SUBGRADE. SUBGRADE CAPACITYSHALL BE VERIFIED AS REQUIRED BY THE MA-CODE. UNLESS OTHERWISEINDICATED BY A GEOTECHNICAL ENGINEER, THE FOUNDATION SOIL SHALLBE UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL WITHAN MINIMUM ALLOWABLE CAPACITY OF 4,000 PSF.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.FOUNDATIONS1.THE FOUNDATION HAS BEEN DESIGNED FOR 2,000 PSF AALLOWABLE SOIL BEARING CAPACITY.2.ANY STRUCTURAL FILL OR BACKFILL FOR FOOTINGS, PIERS AND/ORFOUNDATION WALLS SHALL BE PLACED IN UNIFORM HORIZONTALLIFTS HAVING A MAXIMUM LOOSE THICKNESS OF 9-INCHES ANDCOMPACTED TO AT LEAST 95% OF MAXIMUM STANDARD DRYDENSITY IN ACCORDANCE WITH ASTM D1557, UNLESS OTHERWISEINDICATED OR SPECIFIED.3.LOOSE, SOFT, WET, FROZEN, OR OTHERWISE UNSUITABLE SOILSSHOULD EITHER BE RE-COMPACTED OR OVER-EXCAVATED TO ASUITABLE SUBGRADE, AS APPROVED BY THE ON-SITEGEOTECHNICAL ENGINEER. NO FOUNDATIONS SHALL BE PLACEDON TOP OR UNSUITABLE SOILS.4.VERIFY LOCATIONS AND REQUIREMENTS FOR INSERTS, SLEEVES,CONDUITS, EMBEDMENT AND PENETRATIONS WITH RESPECTIVETRADES BEFORE PLACING CONCRETE.5.DOWELS FROM FOUNDATIONS INTO PIERS, COLUMNS, BUTTRESSESOR WALLS SHALL BE THE SAME SIZE AND NUMBER ASREINFORCEMENT IN PIERS, COLUMNS, BUTTRESSES OR WALLSABOVE, EXCEPT AS OTHERWISE SHOWN.6.CONTRACTOR SHALL PROVIDE CONTINUOUS DRAINAGE BYMECHANICAL METHODS TO CONTROL SURFACE ANDUNDERGROUND WATER, AS REQUIRED DURING CONSTRUCTION.7.CONTRACTOR SHALL ENSURE THAT GROUND WATER LEVELS UNDERADJACENT STRUCTURES AND PROPERTIES ARE NOT ALTERED.8.ALL FOUNDATION UNITS (PIERS) SHALL BE CENTERED SUPPORTMEMBERS, UNLESS OTHERWISE NOTED ON PLANS.9.ALL BEARING MATERIALS SHALL BE INSPECTED BY THEGEOTECHNICAL ENGINEER PRIOR EXECUTION AS REQUIRED BYCODE.10.BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF4'-0" BELOW FINAL FINISHED GRADE FOR FROST PROTECTION.11.FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACEDAGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP ANDBOTTOM ARE IN PLACE.12.WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACHSIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN ACOMMON ELEVATION ON EACH SIDE OF THE WALL.13.ALL FOOTING EXCAVATIONS ARE TO BE FINISHED BY HAND.14.PROTECT IN-PLACE FOUNDATIONS, SLABS AND ADJACENTSTRUCTURES, NEW CONSTRUCTION, STREET UTILITIES FROM FROSTPENETRATION OR DAMAGE FROM CONSTRUCTION ACTIVITIESUNTIL THE PROJECT IS COMPLETED.15.SLAB ON GRADE SHALL BEAR DIRECTLY ON A MIN. 12" THICK LAYEROF COMPACTED STRUCTURAL FILL, OR 6" THICK LAYER OF CRUSHEDSTONE, PLACED ABOVE PROOF-ROLLED UNDISTURBED NATURALSOIL. IF BEDROCK IS ENCOUNTERED, IT SHOULD BE EXCAVATED AMIN. OF 12" BELOW THE BOTTOM OF PROPOSED FOOTING. LOOSEROCK PIECES SHOULD BE REMOVED WITHIN THE FOOTING BEARINGZONE, AND OPEN BEDROCK JOINTS SHOULD BE CHOKED WITHCRUSHED STONE OR FILLED WITH CONCRETE PRIOR TO PLACINGTHE SOIL CUSHION.DESIGN CRITERIA1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THEMASSACHUSETTS BUILDING CODE, APPLICABLE LOCALREGULATIONS AND ORDINANCES, AND ALL REFERENCED CODES.ROOF:DEAD LOAD: 20.0 PSFLIVE LOAD:GROUND SNOW LOAD (Pg) = 30.0 PSF.FLOOR:LIVE LOAD: RESIDENTIAL FLOOR = 40 PSFDEAD LOAD: = 20 PSFWIND LOAD 132 MHP (CATEGORY I)WIND EXPOSURE DSEISMICSs = 0.152 / S1 = 0.055SITE CLASS DPERFORMANCE CATEGORY BLATERAL LOAD RESISTING SYSTEMORDINARY MOMENT FRAMESLIGHT GAGE SHEAR WALLSRMF = 3.5 / DAF = 3.0CAST-IN-PLACE (CIP) CONCRETE1.ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OFTHE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318); DETAILS AND DETAILING OF CONCRETE REINFORCEMENT(ACI-315); GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION(ACI-302); STANDARD SPECIFICATION FOR DEFORMED AND PLAINCARBON STEEL BARS FOR CONCRETE REINFORCEMENT (ASTM A615);AND APPLICABLE LOCAL CODE.2.ALL CONCRETE SHALL BE CONTROLLED CONCRETE, MIXED AND PLACEDUNDER THE SUPERVISION OF AN APPROVED CONCRETE TESTINGAGENCY. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FORDESIGN OF CONCRETE MIXES AND FOR MAINTAINING STRENGTH ANDPROPER SLUMP DURING CONSTRUCTION.3.CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH FINE ANDCOARSE AGGREGATE, TYPE I OR II PORTLAND CEMENT AND WITH AMINIMUM 28-DAYS STRENGTH OF 4,000 PSI.4.ALL CONCRETE EXPOSED TO THE WEATHER OR POSSIBLE FREEZE/THAWACTION SHALL CONTAIN AIR-ENTRAINING ADMIXTURE WITH 6% (±1%)AT POINT OF DELIVERY.5.CONCRETE MAY CONTAIN A WATER REDUCING, PLASTICIZING OR ANYAPPROVED ADMIXTURE. THE MAXIMUM WATER-CEMENT RATIO OFALL CONCRETE SHALL BE 0.5 (U.N.O.).6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE.7.CONCRETE COVER PROTECTION FOR REINFORCEMENT SHALL BE ATLEAST:·3" WHEN CAST AGAINST OR PERMANENT EXPOSED TO EARTH·2" CONCRETE EXPOSED TO WEATHER8.ALL CONCRETE FOOTINGS AND WALL SECTIONS SHALL BE PLACEDWITHOUT HORIZONTAL CONSTRUCTION JOINTS. HORIZONTAL WALLREINFORCEMENT SHALL BE CONTINUOUS THROUGH VERTICALCONSTRUCTION JOINTS. WIRE BRUSH AND CLEAN CONSTRUCTIONJOINTS PRIOR TO POURING NEW CONCRETE.9.NO BARS SHALL BE CUT OR OMITTED IN THE FIELD BECAUSE OFSLEEVES, DUCT OPENINGS OR RECESSES. BARS MAY BE ADJUSTEDWITHOUT CHANGE IN LEVEL.10.NO CHASES, RECESSES, OPENINGS OR SLEEVES SHALL BE INSTALLED INCONCRETE WITHOUT APPROVAL OF THE DESIGN ENGINEER.11.KEYS SHALL BE A MINIMUM OF 2"x4" BEVELED SIDES.12.CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED.13.DETAILS NOT SHOWN SHALL BE IN ACCORDANCE WITH THE ACIDETAILING MANUAL. ALL FORMWORK SHALL BE CONSTRUCTED SOCONCRETE MEMBERS AND STRUCTURES ARE OF SIZE, SHAPE,ALIGNMENT, ELEVATION, AND POSITION INDICATED WITHINTOLERANCE LIMITS OF ACI 117.14.REINFORCING BAR SHALL CONFORM TO ASTM A615 GRADE 60 UNLESSOTHERWISE INDICATED ON THIS DRAWINGS.15.WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A1064 WITHA MINIMUM ULTIMATE TENSILE STRENGTH OF 10,000-PSI.16.ALL REINFORCING SPLICES SHALL BE CLASS C TENSION SPLICES INACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED.17.WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACINGOF MAIN REINFORCING.18.REINFORCING SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTIONJOINTS. THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS ATPOINTS OF MINIMUN SHEAR.STRUCTURAL STEEL1.STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OFTHE AISC STEEL CONSTRUCTION MANUAL AND CODE OF STANDARDPRACTICE. FIELD MODIFICATIONS ARE PROHIBITED WITHOUTWRITTEN CONSENT OF THE DESIGN ENGINEER.2.STRUCTURAL STEEL SHALL CONFORM:A.STRUCTURAL W SHAPES - ASTM A992 GRADE 50B.CHANNELS, ANGLES, PLATES AND BARS - ASTM A36C.STEEL PIPE - ASTM A53 GRADE BD.ROUND, SQUARE OR RECTANGULAR TUBING - ASTM A500GRADE B2.STEEL SHALL BE CLEAR OF RUST OR ANY FOREIGN MATERIALSBESIDES MIGHT REQUIRED FOR FABRICATION, FITTING UP, ORWELDING.3.STEEL SHAPES OF GREATER CAPACITY MAY BE SUBSTITUTED AFTERDESIGN ENGINEER CONFIRMATION.4.ALL WELDING SHALL BE EXECUTED BY QUALIFIED WELDERS ANDSHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE,LATEST EDITION.5.ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TOAISC CODES. DETAILING SHALL BE PERFORMED USINGAPPROPRIATED ENGINEERING DESIGN PRINCIPLES AND ACCEPTEDINDUSTRY PRACTICES.6.WELDING SHALL BE FILLET WELDS WITH A MINIMUM 14" SIZE FORFIELD USING E70XX ELECTRODES AND AS REQUIRED PER AISCSPECIFICATIONS.7. ALL BOLTS SHALL CONFORM TO ASTM A325 OR ASTM A490. BOLTSSHALL BE AT LEAST 34-INCH DIAMETER. MINIMUM TWO BOLTS PERCONNECTION.8.SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. FIELDCONNECTIONS SHALL BE BOLDED UNLESS OTHERWISE NOTED.9.PROVIDE HOT DIP GALVANIZED BOLTS, NUTS AND WASHERS INACCORDANCE TO ASTM A153, CLASS C WHEN USED TO CONNECTSTEEL ELEMENTS THAT ARE HOT DIP GALVANIZED AFTERFABRICATION.10.ANY PIPE INSTALLED HORIZONTALLY WITHIN SLAB, PROVIDEMAXIMUM OUTSIDE DIAMETER OF 30 PERCENT OF THE SLABTHICKNESS. PLACE CONDUIT OR PIPE BETWEEN THE TOP ANDBOTTOM LAYERS OF REINFORCEMENT WITHIN THE CENTER THIRDOF THE SLAB. DO NOT SPACE CONDUITS OR PIPES CLOSER THANTHREE DIAMETERS OR WIDTHS ON CENTER.11.G12.PROVIDE NON-SHRINK/NON-METALLIC GROUT FOR BASE PLATESWITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI(7000 PSI, 8000 PSI). COMPLETE GROUT WORK BEFORE ROOFCONCRETE POURING OF A SINGLE STORY BUILDING OR SECONDFLOOR CONCRETE POURING OF A MULTIPLE STORY BUILDING.13.CONTRACTOR SHALL SUBMIT CALCULATIONS FOR CONNECTIONDESIGNS NOT DETAILED ON DRAWINGS. DESIGN CALCULATIONS TOBE SEALED BY FABRICATOR'S REGISTERED PROFESSIONAL ENGINEER.SHOP DRAWINGS SUBMITTED WITHOUT COMPLETE DESIGNCALCULATIONS WILL NOT BE REVIEWED. WHERE PRE-DESIGNEDCONNECTIONS ARE TAKEN DIRECTLY FROM TABLES IN AISCMANUAL, CALCULATIONS NEED NOT BE SUBMITTED PROVIDED JOBDESIGN CONDITIONS PRECISELY MATCH THOSE ASSUMED IN THEAISC MANUAL.14.PROVIDE TEMPORARY SHORING OR BRACING DURINGCONSTRUCTION PRIOR TO COMPLETING CONNECTIONS.Engineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comSHEET NºDRAWING TITLE:STRUCTURAL NOTESGENERAL NOTES & SITE PLANFRED A. A. S. HOLANDA - EITWOOD1.ALL STRUCTURAL LUMBER AND THEIR CONNECTIONS SHALL CONFORMTO THE LATEST EDITION OF NFPA NATIONAL DESIGN SPECIFICATIONSFOR WOOD CONSTRUCTION AND SUPPLEMENT "DESIGN VALUES FORWOOD CONSTRUCTION" AS WELL AS THE AMERICAN FOREST ANDPAPER ASSOCIATION GUIDE TO WOOD CONSTRUCTION IN HIGH WINDAREAS FOR ONE AND TWO FAMILY DWELLINGS. 100 MPH EXPOSURE(780 CMR 5301.2.1.1) OR THE COMMONWEALTH OF MASSACHUSETTSCHECKLIST IN THE APPENDIX 780 CMR 120 P2.UNLESS OTHERWISE NOTED ALL SAWN LUMBER FRAMING MEMBERS,JOIST, RAFTERS, STUDS, LINTELS, PLATES, SHALL BE SPRUCE-PINEFIRNO.2 OR BETTER, WITH THE FOLLOWING MINIMUM PROPERTIES:Fb=875 PSI,Fv= 70PSIE=1,400.00 PSI3.ALL "MICROLAM" AND "VL" VERSALAM MEMBERS SHALL HAVE THEFOLLOWING MINIMUM PROPERTIES:E =2,000.000 PSIFb=2,950 PSIFv=285 PSI4.ALL "PARALLAM PSL" MEMBERS SHALL HAVE THE FOLLOWINGMINIMUM PROPERTIES:E =2,000.000 PSIFb=2,900 PSIFv=290 PSIFcll=2,900 PSI5.WOOD SILLS SUPPORTED ON CONCRETE OR CONCRETE MASONRYUNDER ALL INTERIOR OR EXTERIOR WALLS, AND ALL MEMBERSEXPOSED TO WEATHER OR MOISTURE, SHALL BE SOUTHERN PINE NO. 2OR BETTER, PRESERVATIVE TREATED IN ACCORDANCE WITH THE"AMERICAN WOOD PRESERVERS ASSOCIATIONS STANDARD C1."6.ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITHTHE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'S"CONSTRUCTION MANUAL".7.UNLESS OTHERWISE NOTED, ALL NAILING AND FASTENING SHALL BE INACCORDANCE WITH THE FASTENING SCHEDULE LISTED IN TABLE 2305.2OF THE MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION.8.ADDITIONAL FLOOR JOISTS SHALL BE PROVIDED UNDER ALLPARTITIONS OVER 4'-0" LONG WHICH RUN PARALLEL TO THE SPAN OFTHE FLOOR.9.ADDITIONAL FLOOR JOISTS SHALL BE PROVIDED UNDER BATH TUBS.10. PROVIDE CONTINUOUS 2X SOLID BLOCKING MATCHING THE STUDSIZE, BETWEEN STUDS AT STUD MID-HEIGHT.11. UNLESS NOTED OTHERWISE, PROVIDE AT MINIMUM DOUBLE STUDSUNDER ALL HEADERS, OR BUILT UP BEAMS. ADDED STUDS AND ALLPOSTS SHALL CONTINUE FROM THE POINT OF LOAD APPLICATION TOTHE FOUNDATION.12. ALL POST TO BEAM CONNECTIONS SHALL HAVE METAL POST BASEAND POST CAP.13. ALL FLUSH FRAMING CONNECTIONS SHALL HAVE BEAM OR JOISTSHANGERS CAPABLE TO SUPPORT THE MEMBER REACTION.14. ALL METAL CONNECTORS FOR WOOD CONSTRUCTION, JOISTS ANDBEAM HANGERS, POST AND COLUMN CAPS AND BASES, BRIDGING,HOLDOWNS, HURRICANE TIES, STRAPPING AND ANY OTHER METALCONNECTORS, SHALL BE HOT-DIPPED GALVANIZED AS PERMANUFACTURED BY "SIMPSON STRONG-TIE COMPANY" OR EQUAL.ALL METAL CONNECTORS SHALL BE ATTACHED BY THE GENERALCONTRACTOR AS PER MANUFACTURERS SPECIFICATIONS. NAILS SHALLBE FULLY DRIVEN IN ALL HOLES OF THE HANGERS OR ANCHORS.15. FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTEREDWITHOUT IN FIELD THE APPROVAL OF THE ENGINEER. REFER TOTYPICAL DETAILS FOR ALLOWED NOTHING AND HOLES IN 2X WOODJOISTS.16. UNLESS OTHERWISE NOTED ON DRAWINGS, ALL STUD WALLS SHALLBE CAPPED WITH DOUBLE TOP PLATES WITH OVERLAPPING CORNERSAND INTERSECTIONS. SPLICE IN TOP PLATES SHALL BE ON TOP OFSTUDS AND BE OFFSET MINIMUM 4 FEET.17. ALL TOP MOUNTED JOIST SHALL HAVE MINIMUM 3 INCH BEARING.18. ALL EXTERIOR AND INTERIOR WALL SHEATHING SHALL BE 15/32 APARATED SHEATHING. AT EXTERIOR WALLS USE EXPOSURE 1 PANELS ANDUSE EXTERIOR GRADE SHEATHING WHEN LONG CONSTRUCTIONDELAYS ARE EXPECTED. PROVIDE 2X HORIZONTAL BLOCKING AT LEASTEQUAL THE SIZE OF JOIST, AT ALL UNSUPPORTED PANEL EDGES.SHEATHING SHALL BE PROPERLY FASTENED TO THE WALL STUDS, SOLEPLATES, TOP PLATES AND BLOCKING AS REQUIRED BY CODE, ORSHOWN ON DRAWINGS. PANEL JOINTS SHALL OCCUR OVER STUDS ANDBLOCKING.19.ALL ROOF SHEATHING SHALL BE 5/8" APA RATED SHEATHINGEXPOSURE 1, EXCEPT USE EXTERIOR GRADE PANELS WHEN LONGCONSTRUCTION DELAYS ARE EXPECTED. APPLY PANELS WITH LONGDIMENSIONS PERPENDICULAR TO THEIR SUPPORT OVER TWO ORMORE SPANS. UNLESS OTHERWISE SHOWN ON PLANS, SHEATHINGSHALL BE NAILED WITH 8D NAILS @ 6 INCHES ON CENTER AT EACHSIDE OF EDGE JOINTS, AND 8D NAILS @12 INCHES ON CENTER ATINTERMEDIATE SUPPORTS.20.FLOOR SHEATHING SHALL BE 3/4 INCH APA RATED EXPOSURE 1,TONGUE AND GROOVE PLYWOOD PANELS. APPLY PANELS WITH THELONG DIMENSION PERPENDICULAR TO FLOOR JOISTS, CONTINUOUSOVER TWO OR MORE SPANS. PANELS SHALL HAVE STAGGERED ENDJOINTS IN EACH SUCCEEDING ROW AND SHALL BE GLUED AND NAILEDTO FLOOR JOISTS AS REQUIRED BY CODE AND LEAVING 1/8 INCH SPACEBETWEEN ALL END AND EDGE JOINTS.104 GREAT MARSH ROADWest Barnstable, Massachusetts STRUCTURAL FILL FORSLAB-ON-GRADE[-4'-0"][-4'-0"]FO-0022ABFGHI1236101145879DE6'-0"20'-0"6'-6"7'-6"16'-0"15'-6"7'-6"8'-6"2'-0"6'-0"6'-0"5'-0"1'-6"7'-0"27'-6"5'-6"8'-0"FO-0022FO-0023C2'-0"FO-0024FO-0025FO-0025FO-0025FO-0021FO-0026FO-0026FO-0024FO-0021FO-0021STRUCTURAL FILL FORSLAB-ON-GRADESTRUCTURAL FILL FORSLAB-ON-GRADESTRUCTURAL FILL FORSLAB-ON-GRADE[-4'-0"][-4'-0"][-4'-0"] [-4'-0"]FOOTINGSFOUNDATION WALLFOOTINGSFOUNDATION WALLFOOTINGSFOUNDATION WALLFOOTINGSFOUNDATION WALLFO-0021NOTE:SOME FEATURES ARE NOT SHOWN FOR CLARITY.SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FORCOMPLETE UNDERSTANDING. CONTACT ENGINEER FORCLARIFICATIONS IF NECESSARY.FOUNDATION PLAN VIEWSCALE: 1/4" = 1'-0"KEY NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.DRAWN BYCHECKED BY-FHFO-0012 OF 9DATE29 SEP 2022PROJECT NAME:104 GREAT MARSH ROADWest Barnstable, MassachusettsNo.REVISIONDATESHEETEngineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comSHEET NºDRAWING TITLE:STRUCTURAL FOUNDATIONKEY NOTES & FOUNDATION PLANFRED A. A. S. HOLANDA - EIT 8"x8"x12"STEEL PLATELALLY COLUMN38" BOLTSLALLY COLUMNFLOORSHEATHINGLALLYCOLUMN CAPSIMPSON HANGER OR SIMILAREACH JOIST JOIST JOISTFOUNDATION SOIL1'-0" MIN.2'-0"MIN.TOP OF SLABELEVATIONBEAMCONCRETE SLABON GRADE1'-0"FOUNDATIONWALL1'-6"MIN.2'-0"±SEE ARCH. PLANSFINISHED GRADEGRANULARBACKFILL 4'-0"MIN. EMBEDMENT(2x) #5 CONTINUOUSSPLICE AS REQ'D8"STRUCTURALFILLFOUNDATION SOIL#5 CONTINUOUSSPLICE AS REQ'D6" THICK CONCRETESLAB ON GRADEGARAGE FLOOR1'-0"FOUNDATIONWALL2'-0"MIN.1'-6"FINISHED GRADEGRANULARBACKFILL 4'-0"MIN. EMBEDMENT(3x) #5 CONTINUOUSSPLICE AS REQ'DVAPORBARRIER10"STRUCTURALFILLFOUNDATION SOIL12" ANCHOR BOLTEMBEDDED INCONCRETE MIN. 7"EACH 48" C-C3"MIN.#5 CONTINUOUSSPLICE AS REQ'D10"1'-0"2'-0"MIN.FOUNDATION WALL3" MIN.EXPANSION JOINT6" THICK CONCRETESLAB ON GRADEGARAGE FLOOR4'-0" MIN.STRUCTURALFILLFOUNDATION SOILVAPORBARRIERDRIVEWAY BYOTHERS(3x) #5 CONTINUOUSSPLICE AS REQ'D#5 CONTINUOUSSPLICE AS REQ'D9'-0"MAX.10"12" ANCHOR BOLTEMBEDDED INCONCRETE MIN. 7"EACH 48" C-C1'-0"2'-0"MIN.FOUNDATIONWALLH #5 @ 24" O.C.V #5 @ 24" O.C.#5 DOWELS@ 24" O.C.8243"MIN.#5 @ 12" O.C.EACH WAY ON BOTTOM4" THICKCONCRETESLAB ON GRADEVAPORBARRIERGRANULARBACKFILLSTRUCTURALFILLJOISTEXPANSION JOINTVAPORBARRIER6" THICK CONCRETESLAB ON GRADEGARAGE FLOOR1'-0"10'-0"MAX.10"12" ANCHOR BOLTEMBEDDED INCONCRETE MIN. 7"EACH 48" C-C1'-0"2'-0"MIN.FOUNDATIONWALLH #5 @ 24" O.C.V #5 @ 24" O.C.#5 DOWELS@ 24" O.C.8243" MIN.#5 @ 12" O.C.EACH WAY ON BOTTOM4" THICKCONCRETESLAB ON GRADEVAPORBARRIERGRANULARBACKFILLSTRUCTURALFILLJOISTEXPANSION JOINTVAPORBARRIER4" THICK CONCRETESLAB ON GRADEPATIO FLOOR1'-0"1'-0"MIN.1'-0" MIN. 9'-0" MAX.FINISHED GRADE10"12" ANCHOR BOLTEMBEDDED INCONCRETE MIN. 7"EACH 48" C-C1'-0"2'-0"MIN.FOUNDATIONWALLH #5 @ 24" O.C.V #5 @ 24" O.C.#5 DOWELS@ 24" O.C.8243" MIN.#6 @ 12" O.C.EACH WAY ON BOTTOM4" THICKCONCRETESLAB ON GRADEVAPORBARRIER8"GRANULARBACKFILLSTRUCTURALFILLJOISTNOTE:SOME FEATURES ARE NOT SHOWN FOR CLARITY.SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FORCOMPLETE UNDERSTANDING. CONTACT ENGINEER FORCLARIFICATIONS IF NECESSARY.KEY NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION. LALLY COLUMN DETAILNO SCALEDRAWN BYCHECKED BY-FHFO-0023 OF 9DATE29 SEP 2022PROJECT NAME:No.REVISIONDATESHEETEngineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comSHEET NºDRAWING TITLE:STRUCTURAL FOUNDATIONKEY NOTES, SECTION VIEW ANDDETAIL.FRED A. A. S. HOLANDA - EITFOUNDATION WALL SECTIONNO SCALE1FO-101FOUNDATION WALL SECTIONNO SCALE2FO-101NOTES:1.INFILL SOIL ARE APPROVED ENGINEERING FILL COMPACTED THEMAXIMUM 12-INCH LAYER TO A MIN. 95% SPD UNDER DIRECTION OFA SITE ENGINEER.2.THE FOUNDATION CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4,000-PSI AT 28-DAYS.3.FOUNDATION SOIL SHALL BE UNDISTURBED NATIVE SOIL ORCOMPACTED STRUCTURAL FILL WITH A MINIMUM ALLOWABLEBEARING CAPACITY OF 4,000-PSF.FOUNDATION WALL SECTIONNO SCALE3FO-101FOUNDATION WALL SECTIONNO SCALE4FO-101104 GREAT MARSH ROADWest Barnstable, MassachusettsFOUNDATION WALL SECTIONNO SCALE5FO-101FOUNDATION WALL SECTIONNO SCALE6FO-101 13'-6"13'-6"15'-6"16'-0"15'-6"16'-0"9'-0"11'-0"6'-6"13'-0"13'-6" 13'-0"13'-6" 13'-0"13'-0"2'x2' COLUMNPAD TYP.2'x2' COLUMNPAD TYP.#1 COLUMN2'x2' COLUMNPAD TYP.#1 COLUMN#1 COLUMNAFF @ EL. -7.6STRUCTURAL FILL FORSLAB-ON-GRADESTRUCTURAL FILL FORSLAB-ON-GRADESTRUCTURAL FILL FORSLAB-ON-GRADEBASEMENT4" THICK SLAB-ON-GRADEWINDOWSWELLWINDOWSWELLWINDOWS WELL WINDOWS WELLEXPANSIONJOINTEXPANSIONJOINT FOOTINGSFOUNDATION WALLFOOTINGSFOUNDATION WALL#2 COLUMN#2 COLUMN#3 COLUMN18'x3' CONCRETESTAIR PAD18'x3' CONCRETESTAIR PADNOTE:SOME FEATURES ARE NOT SHOWN FOR CLARITY.SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FORCOMPLETE UNDERSTANDING. CONTACT ENGINEER FORCLARIFICATIONS IF NECESSARY.BASEMENT PLANSCALE: 1/4" = 1'-0"DRAWN BYCHECKED BY-FHS-1004 OF 9DATE29 SEP 2022PROJECT NAME:No.REVISIONDATESHEETEngineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comSHEET NºDRAWING TITLE:STRUCTURALKEY NOTES & 1ST FLOOR PLANFRED A. A. S. HOLANDA - EITKEY NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.104 GREAT MARSH ROADWest Bernstable, MassachusettsDESIGN SPECIFIC GEOMETRIC INFORMATIONCOLUMN #14" LALLY COLUMNCOLUMN #24x4COLUMN #35 - 14" x 5- 14" LVL 1.7 2650JOIST # 12x10 @ 16" C-CBEAM #1(2x) 2X10BEAM #2(2x) 2X12BEAM #3(3x) 2X12 PTLBEAM #4(3x) 1-34 x 11- 78" LVL 2.1E 3100BEAM #5W12x45 WIDE FLANGE BEAMTRIMMER(2x) 1-34 x11-78 LVL 2.1E 3100RAFTERS #12x12 @ 16" C-CRIDGE #1(2x) 1-34 x 14 LVL 2.1E 3100RIDGE #2(3x) 1-34 x 14 LVL 2.1E 3100 JOIST #1WOOD JOIST @ 16" C-CJOIST #1WOOD JOIST @ 16" C-C JOIST #1 WOOD JOIST @ 16" C-C JOIST #1 WOOD JOIST @ 16" C-C JOIST #1 WOOD JOIST @ 16" C-C 4" THICK SLAB-ON-GRADEPATIO6" THICK SLAB-ON-GRADEGARAGE FLOOR4" THICK SLAB-ON-GRADEPATIO4" THICK SLAB-ON-GRADEPATIO BEAM #4 BEAM #4 BEAM #4 BEAM #3(2) 2x10STAIR TRIMMERS BEAM #1 BEAM #1EXPANSIONJOINTEXPANSIONJOINT#2 COLUMN#2 COLUMN#3 COLUMN#3 COLUMN#3 COLUMN#3 COLUMN#3 COLUMN#3 COLUMN#3 COLUMN#3 COLUMN#3 COLUMN13'-6"9'-6"5'-0"7'-6"5'-0"4'-0"14'-0"15'-6"16'-0"14'-0"2'x2' COLUMNPAD TYP. BEAM #1 BEAM #1 #3 COLUMN#3 COLUMN14'-6"8'-0"14'-6"15'-0"#3 COLUMN#3 COLUMNDOUBLE JOIST #1 @ 16" C-C NOTE:SOME FEATURES ARE NOT SHOWN FOR CLARITY.SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FORCOMPLETE UNDERSTANDING. CONTACT ENGINEER FORCLARIFICATIONS IF NECESSARY.1ST FLOOR FRAME PLANSCALE: 1/4" = 1'-0"DRAWN BYCHECKED BY-FHS-2005 OF 9DATE29 SEP 2022PROJECT NAME:No.REVISIONDATESHEETEngineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comSHEET NºDRAWING TITLE:STRUCTURALKEY NOTES & 1ST FLOOR PLANFRED A. A. S. HOLANDA - EITKEY NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.104 GREAT MARSH ROADWest Barnstable, MassachusettsDESIGN SPECIFIC GEOMETRIC INFORMATIONCOLUMN #14" LALLY COLUMNCOLUMN #24x4COLUMN #35 - 14" x 5- 14" LVL 1.7 2650JOIST # 12x10 @ 16" C-CBEAM #1(2x) 2X10BEAM #2(2x) 2X12BEAM #3(3x) 2X12 PTLBEAM #4(3x) 1-34 x 11- 78" LVL 2.1E 3100BEAM #5W12x45 WIDE FLANGE BEAMTRIMMER(2x) 1-34 x11-78 LVL 2.1E 3100RAFTERS #12x12 @ 16" C-CRIDGE #1(2x) 1-34 x 14 LVL 2.1E 3100RIDGE #2(3x) 1-34 x 14 LVL 2.1E 3100 BEAM #5 BEAM #5 BEAM #5 BEAM #5 JOIST #1WOOD JOIST @ 16" C-CJOIST #1WOOD JOIST @ 16" C-C JOIST #1 WOOD JOIST @ 16" C-C JOIST #1 WOOD JOIST @ 16" C-C#2 COLUMN#2 COLUMN(2) 2x10STAIR TRIMMERS BEAM #1 BEAM #1JOIST #1 WOOD JOIST @ 16" C-C 7'-6"5'-0"4'-0"13'-6"9'-6"5'-0"3'-0"14'-0"15'-6"16'-0"14'-0"#2 COLUMN13'-0"13'-6"12'-6"12'-6"(2x) 2x10STAIRTRIMMERS BEAM #1 BEAM #1 BEAM #1 BEAM #1 JOIST #1WOOD JOIST @ 16" C-CROOF PROJECTIONROOF PROJECTION BEAM #325'-0" 27'-6" 27'-6" BEAM #3 BEAM #3 DOUBLE JOIST #1 @ 16" C-C NOTE:SOME FEATURES ARE NOT SHOWN FOR CLARITY.SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FORCOMPLETE UNDERSTANDING. CONTACT ENGINEER FORCLARIFICATIONS IF NECESSARY.2ND FLOOR FRAME PLANSCALE: 1/4" = 1'-0"DRAWN BYCHECKED BY-FHS-3006 OF 9DATE29 SEP 2022PROJECT NAME:No.REVISIONDATESHEETEngineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comSHEET NºDRAWING TITLE:STRUCTURALKEY NOTES & 2ND FLOOR PLANFRED A. A. S. HOLANDA - EITKEY NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.104 GREAT MARSH ROADWest Barnstable, MassachusettsDESIGN SPECIFIC GEOMETRIC INFORMATIONCOLUMN #14" LALLY COLUMNCOLUMN #24x4COLUMN #35 - 14" x 5- 14" LVL 1.7 2650JOIST # 12x10 @ 16" C-CBEAM #1(2x) 2X10BEAM #2(2x) 2X12BEAM #3(3x) 2X12 PTLBEAM #4(3x) 1-34 x 11- 78" LVL 2.1E 3100BEAM #5W12x45 WIDE FLANGE BEAMTRIMMER(2x) 1-34 x11-78 LVL 2.1E 3100RAFTERS #12x12 @ 16" C-CRIDGE #1(2x) 1-34 x 14 LVL 2.1E 3100RIDGE #2(3x) 1-34 x 14 LVL 2.1E 3100 11 1/2" / 1'-0"11 1/2" / 1'-0"11 1/2" / 1'-0"3 3/4" / 1'-0"3 3/4" / 1'-0"3 3/4" / 1'-0"11 1/2" / 1'-0"1'-2" / 1'-0"1'-2" / 1'-0"4" / 1'-0"11 1/2" / 1'-0"11 1/2" / 1'-0"11 1/2" / 1'-0"1'-2" / 1'-0"1'-2" / 1'-0"5 1/4" / 1'-0" RIDGE #2 RIDGE #2 RIDGE #1 RIDGE #1 RIDGE #2 RIDGE #2 RIDGE #2 RIDGE #2 RIDGE #1 RIDGE #1 R I DG E # 1 RIDGE #1 RIDG E # 1 RIDGE #1 RIDGE #1 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2 BEAM #2RAFTERSWOOD RAFTERS@ 16" C-CRAFTERSWOOD RAFTERS@ 16" C-CRAFTERSWOOD RAFTERS@ 16" C-CRAFTERSWOOD RAFTERS@ 16" C-CRAFTERSWOOD RAFTERS@ 16" C-CRAFTERSWOOD RAFTERS@ 16" C-CRAFTERS WOOD RAFTERS@ 16" C-C RAFTERS WOOD RAFTERS@ 16" C-C RAFTERSWOOD RAFTERS@ 16" C-C RAFTERSWOOD RAFTERS@ 16" C-C RAFTERS WOOD RAFTERS@ 16" C-C RIDGE BOARDRAFTERTOENAIL WITH FOUR 16D (0.131" X 314")NAILS EACH SIDE, OR FOUR 16D(0.131" X 314") NAILS THROUGH RIDGEINTO RAFTERRIDGE CONNECTIONRAFTER PITCH10:12 to 11:1212:124:12 to 9:12Ridge Board Sizes2x82x1016"14"2x62x82x102x12RAFTERSIZEMINIMUM RIDGE BOARD DEPTHHEEL CONNECTION (PLATFORM)RIDGE BOARDHIP/VALLEY TO SIT ON POST (MINIMUMOF 75% OF ORIGINAL MEMBER DEPTHMUST REMAIN). TOENAIL HIP TO RIDGEWITH FIVE 16D (0.131" X 314") NAILS.POST OR BEARING WALL RAFTERHIP/RIDGE/VALLEY/ POST DETAILHIP MEMBER OR VALLEY BEAMHIP MEMBER ORVALLEY BEAMATTACH HIP/VALLEY MEMBERTO PLATE WITH THREE 16D(0.131" X 314") NAILS PER SIDEHIP/VALLEYDEPTH (D)DEPTH OF HIP/VALLEYAT SEAT CUT (Y). SEETABLE BELOWMinimum Percentage of Original Hip/Valley Depth RequiredMember TypeTimberStrand® LSLMicrollam® LVLHip MemberValley Beam30%60%50%90%Calculate percentage as y/d x 100HIP/VALLEY DEPTHHIP/VALLEY LOW ENDTWO RAFTERS REMOVED(MAXIMUM)DOUBLE RAFTERTOENAIL HEADER TO RAFTER WITHFOUR 16D (0.131" X 314") NAILS FROMEACH SIDE, OR USE A HANGER FORREACTIONS EXCEEDING 500 LBS.DORMER FRAMING RAFTERSHEATHING OR OTHERLATERAL BRACING ASREQUIRED CEILING JOISTATTACH PLATE TO RIM WITH16D (0.131" X 314") NAILS AT 12"ON-CENTER2X PLATE (CONNECTION DESIGN MAYBE REQUIRED, CONTACT YOURWEYERHAEUSER REPRESENTATIVE)ATTACH BLOCKING TORAFTER WITH TWO 16D(0.131" X 314") NAILS3" MAXIMUM RAFTERSEAT CUT OVERHANGA23 OR SIMILAR CLIPS EACH SIDE.(ADDRESSES LATERAL LOAD ONLY,NOT INTENDED FOR WIND UPLIFT.) *LATERAL BLOCKING PERCODE OR FOR LATERALWIND REQUIREMENTSHANGERTYPESIMPSONSTRONG TIE®ClipNailingA23Top PlateRafter/Ceiling Joist10d x 112"10d x 112"* ANGLE CLIPS14"2x122x1014"16"2x122x1014"HEADER JOISTPER CODETRIMMER JOISTPER CODENOTE:SOME FEATURES ARE NOT SHOWN FOR CLARITY.SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FORCOMPLETE UNDERSTANDING. CONTACT ENGINEER FORCLARIFICATIONS IF NECESSARY.DRAWN BYCHECKED BY-FHS-4007 OF 8DATE29 SEP 2022PROJECT NAME:No.REVISIONDATESHEETEngineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comSHEET NºDRAWING TITLE:STRUCTURALKEY NOTES & ROOF PLANFRED A. A. S. HOLANDA - EITROOF FRAME PLAN VIEWSCALE: 1/4" = 1'-0"ROOF NOTE:1.MEMBRANE ROOF UNDERLAY PER PRODUCT SPECIFICATIONS.CONTRACTOR SHALL FOLLOW MANUFACTURER RECOMMENDATIONS.2.ICE AND WATER SHIELD 5/8" T&G ROOF SHEATHING.3.2x12 COLLAR TIES AS NEEDED ON THE RAFTERS EVERY 32-INCH4.SEE ARCHITECTURAL PLANS FOR ROOF SLOPE5.RUBBER ROOF PITCHED TO FRONT GUTTER.6.R49 MINIMUM INSULATION STRAPPING EACH 24" OCKEY NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.ROOF FRAMING DETAILNO SCALE104 GREAT MARSH ROADWest Barnstable, MassachusettsDESIGN SPECIFIC GEOMETRIC INFORMATIONCOLUMN #14" LALLY COLUMNCOLUMN #24x4COLUMN #35 - 14" x 5- 14" LVL 1.7 2650JOIST # 12x10 @ 16" C-CBEAM #1(2x) 2X10BEAM #2(2x) 2X12BEAM #3(3x) 2X12 PTLBEAM #4(3x) 1-34 x 11- 78" LVL 2.1E 3100BEAM #5W12x45 WIDE FLANGE BEAMTRIMMER(2x) 1-34 x11-78 LVL 2.1E 3100RAFTERS #12x12 @ 16" C-CRIDGE #1(2x) 1-34 x 14 LVL 2.1E 3100RIDGE #2(3x) 1-34 x 14 LVL 2.1E 3100 HEADERHANGERHANGERSISTER JOIST(FULL LENGTH)WOOD JOISTSHEATHINGSHEATHINGNOTES:1.CONNECT SISTER TO ADJOINING JOISTWITH 2-ROWS OF 16d RING-SHANK NAILSAT 16" ON CENTER, FULL LENGTH.2.CONNECT ENDS OF SISTER JOISTS TOSUPPORT TO MATCH ADJOINING JOISTS.3.HEADER DEPTH AND NUMBER SHALLMATCH ADJOINING FRAMING.HEADERCRIPPLE STUDSDOUBLE 2x TOPPLATE2x BLOCKING ATPLYWOOD EDGES JACKSTUDSTYPICAL WALLSTUDSJAMBSTUDSP.T.1-2xSOLE PLATENOTES:1.REFER TO HEADER SCHEDULE FORHEADER, JACK AND JAMB SIZES.2.REFER TO ARCHITECTURE DRAWINGSFOR SIZE AND LOCATION OF OPENINGS.3.FOR ANCHOR BOLT SIZE AND SPACINGREFER TO NOTES AND SECTIONS.HEADERCRIPPLE STUDSDOUBLE 2x TOPPLATE2x BLOCKING ATPLYWOOD EDGES JACKSTUDSTYPICAL WALLSTUDSJAMBSTUDSP.T.1-2xSOLE PLATENOTES:1.FOR HEADER, JACK AND JAMB SIZE ANDNUMBER REFER TO HEADER SCHEDULE.FOR # OF STUDS REFERTO PLAN AND/ORSECTIONS, TYP.SIMPSON HOLD DOWNOR SIMILAR12" ANCHOR BOLTEMBEDDED INCONCRETE MIN. 7"EACH COLUMNPLYWOOD SHEATHINGREFER TO HEADERSCHEDULE FOR SIZE2x6 STUD WALL2x6 PLATE12" PLYWOODSPACERS2x6 PLATEDOUBLE 2X TOP PLATEMINIMUM AT ALL WALLS4'-0"MIN. STUD SPLICESTUD WALL, FOR SIZEAND SPACING REFERTO PLANSLAP TOP PLATE AT ALLCORNERS ANDINTERSECTIONS3 STUD MIN. ATALL CORNERS15"16"TYP.15"16" TYP.11WOOD BEAMWOOD COLUMNSIMPSON CC POST CAPOR SIMILAR3" MIN.CONCRETESIMPSON CBS POST BASEOR SIMILARWOOD COLUMNFLOORSHEATHINGBEAMSIMPSON HANGER OR SIMILAREACH JOIST JOIST JOISTFLOORSHEATHINGTRIMMERSSIMPSON HANGER OR SIMILAREACH JOIST JOISTASSEMBLY A2 PCS.ASSEMBLY B3 PCS.ASSEMBLY C4 PCS.2"2" 2"2" 2"2"PSPN516ZMSTCNS1RPS28ZPSPN58ZNS2NS2SS1.5NS1HSS2-SDS1.5PSPN516ZELECTRICALWIRINGHSS2-3-SDS3LOAD BEARING WALL(WITH HVAC CHASE)RPS281443246452781HVAC CHASE(2)ADJACENTSTUD BAYS3-16dFASTENERSEVERY 16"CTS2189SUPPLY LINESWATER ORVENT PIPETO 2NDFLOORFACE MOUNTHANGERTOP MOUNTHANGERPROTECT UNTREATED WOODFROM DIRECT CONTACT WITHCONCRETEBEARING FOR DOOROR WINDOW HEADERSTRAP PER CODE IF TOPPLATE IS NOT CONTINUOUSOVER HEADERBEAM TO BEAMCONNECTIONBEARING ATCONCRETE WALLCOLUMNBEARING AT WALL118" TJ® RIM BOARD OR114" OR 1 12" OR BLOCKING FORLATERAL SUPPORTSTRAP PER CODE IF TOPPLATE IS NOT CONTINUOUSOVER COLUMNSIMPSON HANGER OR SIMILAREACH JOIST JOISTW12X45STEEL BEAMSILL PLATEAS REQ'D38" CROSS BOLTS@ 24" O.C.FLOORSHEATHING W12X4538" CROSS BOLTSCOLUMNCOLUMNCAPE70xx14BOTH SIDES (TYP.)DRAWN BYCHECKED BY-FHS-5008 OF 8DATE29 SEP 2022PROJECT NAME:No.REVISIONDATESHEETSHEET NºDRAWING TITLE:STRUCTURAL DETAILKEY NOTES & DETAILFRED A. A. S. HOLANDA - EITEngineering Design & ConstructionMA - USA | PR - Brazil+1 (978) 870-6327 | +55 45 99829-0310projeconfoz@gmail.comFRAMING AROUNDOPENINGSNO SCALEWOOD FRAMING FORDOOR OPENINGNO SCALEWOOD FRAMING FORWINDOW OPENINGNO SCALEHOLD DOWN DETAIL ATSHEAR WALLNO SCALETYPICAL DOOR/WINDOWHEADER DETAILNO SCALETYPICAL CORNER STUD LAYOUTAND TOP PLATE SPLICENO SCALE POST CAP DETAILNO SCALE POST BASE DETAILNO SCALEBEAM CONNECTIONDETAILNO SCALETRIMMERS DETAILNO SCALEKEY NOTESTHE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE"DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANYINFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING,FABRICATION OR CONSTRUCTION PURPOSES. CONTACT THE DESIGNENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDINGDEPARTMENT PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHERSTRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BEREPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFOREPROCEEDING.THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OFALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TOARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THECONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMSPRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THEARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORKUNTIL CONDITION IS RESOLVED AND MODIFICATION IF NEEDED ISAPPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THATMAY EXIST PRIOR TO COMMENCING THE WORK.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY ANDSAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSEDUPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETYOF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCEDCONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. CONTRACTORSHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THECONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTALRESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.NOTE:SOME FEATURES ARE NOT SHOWN FOR CLARITY.SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FORCOMPLETE UNDERSTANDING. CONTACT ENGINEER FORCLARIFICATIONS IF NECESSARY.HEADER SCHEDULE AT INTERIOR BEARING WALLSSPANSUPPORTING ROOFSUPPORTING ROOF + 1 FLOORSUPPORTING ROOF + 2 FLOORHEADERJACKJAMBHEADERJACKJAMBHEADERJACKJAMB0'-0" TO 3'-0"3-2x81-2x61-2x65 14" x 7 14" LVL1-2x61-2x65 14" x 7 14" LVL2-2x62-2x63'-0" TO 6'-0"5 14" x 7 14" LVL1-2x61-2x65 14" x 9 12" LVL4x61-2x65 14" x 9 12" LVL4x62-2x6HEADER SCHEDULE AT EXTERIOR BEARING WALLSSPANSUPPORTING ROOFSUPPORTING ROOF + 1 FLOORSUPPORTING ROOF + 2 FLOORHEADERJACKJAMBHEADERJACKJAMBHEADERJACKJAMB0'-0" TO 3'-0"3-2X81-2x61-2x63-2x82-2x61-2x63-2x102-2x62-2x63'-0" TO 6'-0"3-2x102-2x61-2x63-2x12 OR3-1 14"x5 12" LVL2-2x62-2x65 14" x 7 14" LVL2-2x63-2x66'-0" TO 8'-0"3 -134" x 7 14" LVL2-2x61-2x63 12" x 7 14" LVL2-2x61-2x65 14" x 9 14" LVL4x63-2x6 OR 1-4x68'-0" TO 10'-0"3-1 34" x 9 12" LVL2-2x61-2x63-1 34" x 9 12" LVL2-2x62-2x65 14" x 11 78" LVL4x62-4x6NOTE:HEADER SIZES SHOWN AT FLOOR LEVELS ASSUME OPENING ABOVE IS ALIGNED OVER AND EQUALTO OR LARGER THAN THE OPENING IN QUESTION, OTHERWISE THE SIZES MUST BE INCREASED.MULTIPLE LVL FASTENING SCHEDULEMULTIPLEASSEMPLYNAILED CONNECTIONTHROUGH BOLTED CONNECTION2 ROWS 16D (3 12")COMMON WIRE@12" C-C3 ROWS 16D (3 12")COMMON WIRE@12" C-C2 ROWS 12"BOLTS@24" C-C2 ROWS 12"BOLTS@12" C-CUP TO 8"A & B---8" TO 12"ABC-12" TO 18"-A & B-CNOTE:1.BOLTS ARE TO BE MATERIAL CONFORMING TO ASTM STANDARD A307 (MACHINE BOLTS).BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT, AND LOCATED 2" FROM THE TOPAND BOTTOM OF THE MEMBER. WASHERS SHOULD BE USED UNDER HEAD AND NUT.2.FOR A THREE PIECE MEMBER, THE NAILING SPECIFIED IS FROM EACH SIDE.3.VALUES IN TABLE ARE FOR DRY SERVICE CONDITIONS ONLY. FOR SERVICE LEVEL 2CONDITIONS MULTIPLY TABLE VALUES BY 0.7.OPENINGS ASSEMBLYNO SCALENOTE:1.RPS28 (16 GAUGE) TO REINFORCE TOP PLATE, AND RPS28Z (16GAUGE ZMAXTM) TO REINFORCE SILL PLATE. INTERNATIONALRESIDENTIAL CODE - 2015/2018 R602.6.1. INTERNATIONALBUILDING CODE - 2015/2018 2308.5.8.2.PSPN516Z (16 GAUGE ZMAXTM) AT TOP OR BOTTOM PLATESINTERNATIONAL RESIDENTIAL CODE- 2015/2018 P2603.2.1,R602.6.1 AND M1308.2. INTERNATIONAL BUILDING CODE -2015/2018 2308.5.8. INTERNATIONAL PLUMBING CODE -2015/2018 305.8. INTERNATIONAL MECHANICAL CODE -2015/2018 305.53.PSPN58Z (16 GAUGE ZMAXTM) AT TOP OR BOTTOM PLATESINTERNATIONAL RESIDENTIAL CODE - 2015/2018 P2603.2.1 ANDM1308.2. INTERNATIONAL PLUMBING CODE - 2015/2018 305.8.INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5.4.NS - NAIL STOPS TO PROTECT PIPING FROM DRYWALL NAILSOR SCREWS. INTERNATIONAL RESIDENTIAL CODE - M1308.2AND P2603.2.1. NATIONAL ELECTRIC CODE - 2014/2017 300.4.INTERNATIONAL PLUMBING CODE - 2015/2018 305.8.INTERNATIONAL MECHANICAL CODE - 2015/2018 305.55.SS1.5 (16 GAUGE) STUD SHOES REINFORCE AND PROTECTPLUMBING IN 2X. INTERNATIONAL RESIDENTIAL CODE -2015/2018 R602.6 AND M1308.2 INTERNATIONAL BUILDING CODE- 2015/2018 2308.5.8, 2308.5.9 AND 2308.5.10 INTERNATIONALPLUMBING CODE - 2015/2018 305.8. INTERNATIONALMECHANICAL CODE - 2015/2018 305.56.HSS2-SDS1.5 (16 GAUGE) HEAVY STUD SHOES TO REINFORCEAND PROTECT SINGLE 2X STUDS WHERE PIPE IS LOCATED.USES (12) SDS 14" x 112" SCREWS (INCLUDED). INTERNATIONALRESIDENTIAL CODE - 2015/2018 R602.6 AND M1308.2INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8, 2308.5.9AND 2308.5.10 INTERNATIONAL PLUMBING CODE - 2015/2018305.8 IINTERNATIONAL MECHANICAL CODE - 2015/2018 305.57.HSS2-3-SDS3 (16 GAUGE) HEAVY STUD SHOE FOR TRIPLE 2XSTUD. USES (12) SDS 14" x 3" SCREWS (INCLUDED).INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6 ANDM1308.2. INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8,2308.5.9 AND 2308.5.10. INTERNATIONAL PLUMBING CODE -2015/2018 305.8. INTERNATIONAL MECHANICAL CODE -2015/2018 305.5.8.MSTC (16 GAUGE) AT TOP PLATE INTERNATIONAL RESIDENTIALCODE - 2015/2018 R602.6.1. INTERNATIONAL BUILDING CODE -2015/2018 2308.5.8.9.CTS218 (14 GAUGE) TO REINFORCE TOP-PLATE FOR BOTHCOMPRESSION AND TENSION FORCES SPECIAL DESIGNPROVISIONS FOR WIND AND SEISMIC-2015 4.1.4.INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6.1.INTERNATIONAL BUILDING CODE - 2015/2018 2308.9.8NOTE:THE STEEL SPLICE SHALL BE LOCATED ON COLUMNLOCATION IF NECESSARY.BEAM CONNECTIONDETAILNO SCALE104 GREAT MARSH ROADWest Barnstable, MassachusettsBEAM #3 CONNECTIONDETAILNO SCALE