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Home My WebLink About20230905 NOI Durcan 99 Seventh Avenue APPLICANT John & Martha Durcan PO Box 463 Hyannis, MA 02672 REPRESENTATIVE Environmental Consulting & Restoration, LLC P.O. Box 4012 Plymouth, MA 02361 617-529-3792 NOTICE OF INTENT 99 Seventh Avenue, Hyannis SUBMITTED TO Barnstable Conservation Commission August 2023 ECR Environmental Consulting & Restoration, LLC August 11, 2023 Town of Barnstable Conservation Commission 230 South Street Hyannis, MA 02601 Attn.: Darcy Karle, Conservation Agent RE: Notice of Intent, Proposed Deck Reconstruction and Sunroom Addition, 99 Seventh Avenue, Hyannis Dear Ms. Karle & Members of the Barnstable Conservation Commission: Please accept this Notice of Intent application for the proposed reconstruction of existing decks and construction of a sunroom addition to the existing single-family residence located at 99 Seventh Avenue in Hyannis (the site). The Town of Barnstable Assessors Department references the site as Parcel ID: 245-057. The proposed project is designed within the footprint of existing structures in order to avoid encroachment towards wetland resource areas. The proposed project is located within and near wetland resource areas associated with Hall's Creek located to the west of the site. This application is being submitted in accordance with the Massachusetts Wetlands Protection Act and the Town of Barnstable Wetlands Protection Bylaw. If you have any questions or require additional information, please contact me at (617) 529-3792. Sincerely, Environmental Consulting & Restoration, LLC -�� Brad Holmes Manager CC: MassDEP, Southeast Regional Office, 20 Riverside Drive, Lakeville, MA 02347 J Webby Consulting, LLC., 6 Pine Hill Road, Kingston, MA 02364 John & Martha Durcan, PO Box 463, West Hyannis, MA 02672 P.O. Box 4012, Plymouth, M�ssachusetts 0236 .1 617-529-3;92 j >,� :��;��t:9.�fi\l. . - . � . ..,__ . ..,,.� wpaform3.doc • rev. 6/18/2020 Page 1 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Note: Before completing this form consult your local Conservation Commission regarding any municipal bylaw or ordinance. A. General Information 1. Project Location (Note: electronic filers will click on button to locate project site): 99 Seventh Avenue a. Street Address Hyannis (Barnstable) b. City/Town 02672 c. Zip Code Latitude and Longitude: 41.63630"N d. Latitude 70.32216"W e. Longitude Parcel ID: 245-057 f. Assessors Map/Plat Number g. Parcel /Lot Number 2. Applicant: John & Martha a. First Name Durcan b. Last Name c. Organization PO Box 463 d. Street Address West Hyannis e. City/Town MA f. State 02672 g. Zip Code h. Phone Number i. Fax Number jdurcan2@gmail.com j. Email Address 3. Property owner (required if different from applicant): Check if more than one owner same as applicant a. First Name b. Last Name c. Organization d. Street Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email address 4. Representative (if any): Brad a. First Name Holmes b. Last Name Environmental Consulting & Restoration, LLC c. Company PO Box 4012 d. Street Address Plymouth e. City/Town MA f. State 02361 g. Zip Code 617-529-3792 h. Phone Number i. Fax Number brad@ecrwetlands.com j. Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): $330.00 a. Total Fee Paid $152.50 b. State Fee Paid $177.50 c. City/Town Fee Paid wpaform3.doc • rev. 6/18/2020 Page 2 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town A. General Information (continued) 6. General Project Description: Proposed deck reconstruction and sunroom addition. For more information, please refer to the Project Narrative attached. 7a. Project Type Checklist: (Limited Project Types see Section A. 7b.) 1. Single Family Home 2. Residential Subdivision 3. Commercial/Industrial 4. Dock/Pier 5. Utilities 6. Coastal engineering Structure 7. Agriculture (e.g., cranberries, forestry) 8. Transportation 9. Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project (including Ecological Restoration Limited Project) subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? 1. Yes No If yes, describe which limited project applies to this project. (See 310 CMR 10.24 and 10.53 for a complete list and description of limited project types) 2. Limited Project Type If the proposed activity is eligible to be treated as an Ecological Restoration Limited Project (310 CMR10.24(8), 310 CMR 10.53(4)), complete and attach Appendix A: Ecological Restoration Limited Project Checklist and Signed Certification. 8. Property recorded at the Registry of Deeds for: Barnstable a. County b. Certificate # (if registered land) 30438 c. Book 0237 d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. Buffer Zone Only – Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. wpaform3.doc • rev. 6/18/2020 Page 3 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) For all projects affecting other Resource Areas, please attach a narrative explaining how the resource area was delineated. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Bank 1. linear feet 2. linear feet b. Bordering Vegetated Wetland 1. square feet 2. square feet c. Land Under Waterbodies and Waterways 1. square feet 2. square feet 3. cubic yards dredged Resource Area Size of Proposed Alteration Proposed Replacement (if any) d. Bordering Land Subject to Flooding 1. square feet 2. square feet 3. cubic feet of flood storage lost 4. cubic feet replaced e. Isolated Land Subject to Flooding 1. square feet 2. cubic feet of flood storage lost 3. cubic feet replaced f. Riverfront Area Halls Creek 1. Name of Waterway (if available) - specify coastal or inland 2. Width of Riverfront Area (check one): 25 ft. - Designated Densely Developed Areas only 100 ft. - New agricultural projects only 200 ft. - All other projects 3. Total area of Riverfront Area on the site of the proposed project: 12,320 sq. ft. square feet 4. Proposed alteration of the Riverfront Area: Approx. 912 sq. ft. (reconstruct) No new degraded, reconstruct in exist deck No new degraded, reconstruct in exist deck 5. Has an alternatives analysis been done and is it attached to this NOI? Yes No 6. Was the lot where the activity is proposed created prior to August 1, 1996? Yes No 3. Coastal Resource Areas: (See 310 CMR 10.25-10.35) Note: for coastal riverfront areas, please complete Section B.2.f. above. wpaform3.doc • rev. 6/18/2020 Page 4 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont’d) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. Resource Area Size of Proposed Alteration Proposed Replacement (if any) a. Designated Port Areas Indicate size under Land Under the Ocean, below b. Land Under the Ocean 1. square feet 2. cubic yards dredged c. Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. Coastal Beaches 1. square feet 2. cubic yards beach nourishment e. Coastal Dunes 1. square feet 2. cubic yards dune nourishment Size of Proposed Alteration Proposed Replacement (if any) f. Coastal Banks 1. linear feet g. Rocky Intertidal Shores 1. square feet h. Salt Marshes 1. square feet 2. sq ft restoration, rehab., creation i. Land Under Salt Ponds 1. square feet 2. cubic yards dredged j. Land Containing Shellfish 1. square feet k. Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1. cubic yards dredged l. Land Subject to Coastal Storm Flowage 1. square feet 4. Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 5. Project Involves Stream Crossings a. number of new stream crossings b. number of replacement stream crossings wpaform3.doc • rev. 6/18/2020 Page 5 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town C. Other Applicable Standards and Requirements This is a proposal for an Ecological Restoration Limited Project. Skip Section C and complete Appendix A: Ecological Restoration Limited Project Checklists – Required Actions (310 CMR 10.11). Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)? To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://maps.massgis.state.ma.us/PRI_EST_HAB/viewer.htm. a. Yes No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 1 Rabbit Hill Road Westborough, MA 01581 MassMapper b. Date of map If yes, the project is also subject to Massachusetts Endangered Species Act (MESA) review (321 CMR 10.18). To qualify for a streamlined, 30-day, MESA/Wetlands Protection Act review, please complete Section C.1.c, and include requested materials with this Notice of Intent (NOI); OR complete Section C.2.f, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review (unless noted exceptions in Section 2 apply, see below). c. Submit Supplemental Information for Endangered Species Review∗ 1. Percentage/acreage of property to be altered: (a) within wetland Resource Area percentage/acreage (b) outside Resource Area percentage/acreage 2. Assessor’s Map or right-of-way plan of site 2. Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work ∗∗ (a) Project description (including description of impacts outside of wetland resource area & buffer zone) (b) Photographs representative of the site ∗ Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review (see https://www.mass.gov/ma- endangered-species-act-mesa-regulatory-review). Priority Habitat includes habitat for state-listed plants and strictly upland species not protected by the Wetlands Protection Act. ∗∗ MESA projects may not be segmented (321 CMR 10.16). The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc • rev. 6/18/2020 Page 6 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town C. Other Applicable Standards and Requirements (cont’d) (c) MESA filing fee (fee information available at https://www.mass.gov/how-to/how-to-file-for- a-mesa-project-review). Make check payable to “Commonwealth of Massachusetts - NHESP” and mail to NHESP at above address Projects altering 10 or more acres of land, also submit: (d) Vegetation cover type map of site (e) Project plans showing Priority & Estimated Habitat boundaries (f) OR Check One of the Following 1. Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, https://www.mass.gov/service-details/exemptions-from-review-for-projectsactivities-in- priority-habitat; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2. Separate MESA review ongoing. a. NHESP Tracking # b. Date submitted to NHESP 3. Separate MESA review completed. Include copy of NHESP “no Take” determination or valid Conservation & Management Permit with approved plan. 3. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. Not applicable – project is in inland resource area only b. Yes No If yes, include proof of mailing, hand delivery, or electronic delivery of NOI to either: South Shore - Cohasset to Rhode Island border, and the Cape & Islands: Division of Marine Fisheries - Southeast Marine Fisheries Station Attn: Environmental Reviewer 836 South Rodney French Blvd. New Bedford, MA 02744 Email: dmf.envreview-south@mass.gov North Shore - Hull to New Hampshire border: Division of Marine Fisheries - North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Email: dmf.envreview-north@mass.gov Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP’s Boston Office. For coastal towns in the Southeast Region, please contact MassDEP’s Southeast Regional Office. c. Is this an aquaculture project? d. Yes No If yes, include a copy of the Division of Marine Fisheries Certification Letter (M.G.L. c. 130, § 57). wpaform3.doc • rev. 6/18/2020 Page 7 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town C. Other Applicable Standards and Requirements (cont’d) Online Users: Include your document transaction number (provided on your receipt page) with all supplementary information you submit to the Department. 4. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. Yes No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Website for ACEC locations). Note: electronic filers click on Website. b. ACEC 5. Is any portion of the proposed project within an area designated as an Outstanding Resource Water (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? a. Yes No 6. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Restriction Act (M.G.L. c. 131, § 40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)? a. Yes No 7. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1. Applying for Low Impact Development (LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2. A portion of the site constitutes redevelopment 3. Proprietary BMPs are included in the Stormwater Management System. b. No. Check why the project is exempt: 1. Single-family house 2. Emergency road repair 3. Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project) with no discharge to Critical Areas. D. Additional Information This is a proposal for an Ecological Restoration Limited Project. Skip Section D and complete Appendix A: Ecological Restoration Notice of Intent – Minimum Required Documents (310 CMR 10.12). Applicants must include the following with this Notice of Intent (NOI). See instructions for details. Online Users: Attach the document transaction number (provided on your receipt page) for any of the following information you submit to the Department. 1. USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. wpaform3.doc • rev. 6/18/2020 Page 8 of 9 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 3 – Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by MassDEP: MassDEP File Number Document Transaction Number Barnstable City/Town D. Additional Information (cont’d) 3. Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. List the titles and dates for all plans and other materials submitted with this NOI. Plan of Land a. Plan Title J Webby Consulting LLC b. Prepared By c. Signed and Stamped by 7/28/2023 d. Final Revision Date 1" = 20' e. Scale f. Additional Plan or Document Title g. Date 5. If there is more than one property owner, please attach a list of these property owners not listed on this form. 6. Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. Attach NOI Wetland Fee Transmittal Form 9. Attach Stormwater Report, if needed. E. Fees 1. Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form) to confirm fee payment: 4296 2. Municipal Check Number 8/11/2023 3. Check date 4295 4. State Check Number 8/11/2023 5. Check date Environmental Consulting & Restoration LLC 6. Payor name on check: First Name 7. Payor name on check: Last Name noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. A. Applicant Information 1. Location of Project: 99 Seventh Avenue a. Street Address Hyannis (Barnstable) b. City/Town 4295 c. Check number $152.50 d. Fee amount 2. Applicant Mailing Address: John & Martha a. First Name Durcan b. Last Name c. Organization PO Box 463 d. Mailing Address Hyannis e. City/Town MA f. State 02672 g. Zip Code h. Phone Number i. Fax Number jdurcan2@gmail.com j. Email Address 3. Property Owner (if different): same as applicant a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town f. State g. Zip Code h. Phone Number i. Fax Number j. Email Address To calculate filing fees, refer to the category fee list and examples in the instructions for filling out WPA Form 3 (Notice of Intent). B. Fees Fee should be calculated using the following process & worksheet. Please see Instructions before filling out worksheet. Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category (identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. noifeetf.doc • Wetland Fee Transmittal Form • rev. 10/11 Page 2 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number of Activities Step 3/Individual Activity Fee Step 4/Subtotal Activity Fee Cat 1a) Work on single family lot (deck reconstruction & sunroom) 2 $110.00 $220.00 x 1.5 for RFA Barnstable Bylaw Fee = 2 x $200.00 (cat 1) = $400 total Step 5/Total Project Fee: $330.00 Step 6/Fee Payments: Total Project Fee: $330.00 a. Total Fee from Step 5 State share of filing Fee: $152.50 b. 1/2 Total Fee less $12.50 City/Town share of filling Fee: $177.50 c. 1/2 Total Fee plus $12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) NOTICE OF INTENT ABUTTER NOTIFICATION LETTER DATE: RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom It May Concern, As an abutter within 100 feet of a proposed project, please be advised that a NOTICE OF INTENT application has been filed with the Barnstable Conservation Commission. APPLICANT: PROJECT ADDRESS OR LOCATION: ASSESSOR’S MAP & PARCEL: MAP PARCEL PROJECT DESCRIPTION: ________________________________________________________ APPLICANT’S AGENT: PUBLIC HEARING: WILL BE HELD REMOTELY VIA ZOOM See agenda posting on Town Clerks website available at least 48 hours in advance of the meeting for details. DATE: / / TIME: P.M. NOTE: Plans and applications describing the proposed activity are on file with the Conservation Commission at https://itlaserfiche.town.barnstable.ma.us/WebLink/Browse.aspx?id=825530&dbid=0&repo=TownOfBarns table, by email to Kimberly.Cavanaugh@town.barnstable.ma.us or by calling (508-862-4093) ECR, LLC | Brad Holmes PO Box 4012 Plymouth MA 02361 John and Marth Durcan 99 Seventh Avenue, Hyannis 245 057 Proposed reconstruction of existing decks and construction of a sunroom addition to the existing single-family residence located at 99 Seventh Avenue in Hyannis (the site). The proposed project is designed within the footprint of existing structures in order to avoid encroachment towards wetland resource areas. The proposed project is located within and near wetland resource areas associated with Hall’s Creek located to the west of the site. This application is being submitted in accordance with the Massachusetts Wetlands Protection Act and the Town of Barnstable Wetlands Protection Bylaw. 202395 6:30 8/11/2023 N.T.S.PLAN OF LANDAT99 SEVENTH AVENUEVILLAGE OF HYANNISPORTBARNSTABLE , MASS.PREPARED FORJACK & MARTHA DURCANSCALE: 1"=20' JULY 28, 2023J WEBBY CONSULTING LLCPROFESSIONAL LAND SURVEYORS & PLANNERS6 PINE HILL ROADKINGSTON, MA 02364WWW.MASSACHUSETTSLANDSURVEYORS.COMLOCUS SCALE: NONE _____ DATE: 07/11/2023PROPOSEDELEVATIONCape CADDesign 969 MAIN STREET OSTERVILLE, MA508-280-7074capecaddesign.comDesigner: Patrick RimingtonPROPOSED ADDITION FOR:DURCAN RESIDENCE99 7TH AVENUEHYANNISPORT, MATHIS PLAN DATED 02/23/2023 IS CONSIDERED THE FINAL PLANS AND REPLACE ALL OTHERVERSIONS OF THE PLANS. IT HAS BEEN DRAFTED ACCORDING TO HIGH QUALITY STANDARDSAND IS FOR DESIGN PURPOSES ONLY. LOCAL REGULATIONS AND LOCAL BUILDING CODEREQUIREMENTS VARY, AND AS SUCH MAY REQUIRE CHANGES. THE BUILDING CONTRACTORAND THEIR ENGINEERING TEAM MUST REVISE AND ENSURE WITH THEIR CLIENT THAT THEPLANS CONFORM TO ALL CURRENT GOVERNMENTAL AND/OR BUILDING CODEREQUIREMENTS. ALL FINAL MEASUREMENTS OF CONSTRUCTION THAT CONNECT TO THEEXISTING CONSTRUCTION INCLUDING BENCHMARK, ROOF SLOPES, AND DORMER SIZES ARETO BE VERIFIED IN THE FIELD. ALL HIDDEN CONDITIONS ARE THE RESPONSIBILITY OF THEBUILDER. ANY ENGINEERING SPECIFICATIONS PROVIDED ON THESE PLANS MUST BEVERIFIED BY THE BUILDER AND THEIR OWN TEAM OF ENGINEERS. THESE PLANS ARE DESIGNPLANS AND NOT INTENDED TO BE USED AS COMPLETE BUILDING PLANS. SOME COUNTIESMAY REQUIRE ADDITIONAL ENGINEERING SPECIFICATIONS AND PLANS. CAPE CAD DESIGN,LLC WILL NOT ASSUME LIABILITY FOR MISHAPS BEFORE, DURING OR AFTER THE USE OFTHESE PLANS FOR CONSTRUCTION.NOTE:THIS HOME DESIGN PLAN HAS BEEN ORIGINALLY DRAFTED BY CAPE CAD DESIGN,LLC AND IS ITS EXCLUSIVE PROPERTY. ANY REPRODUCTION IS STRICTLY FORBIDDEN UNDERCOPYRIGHT LAWS AND SUBJECTS THE OFFENDER TO LEGAL ACTION. EXISTINGLEGENDTO BE REMOVEDWDLIVINGROOMDININGROOMGUESTBEDROOMKITCHENSUNROOMOFFICEGUESTBATHFIREPLACEHEARTHSTAIRS UPSTAIRS DOWNSTEP UPSTEP UPSTEP UPBALCONYMASTERBEDROOM12'-9"25'-2"16'-6"11'-9"11'-7"33'DECKDECKSTAIRS UPSTAIRSUP12'-7"35'-10"7'-11"43'-9"20'-6"10'-2"5'-6"6'-11"4'-11"9'-1"12'-4"11'-2"8'-4"5'-1" 3'-1"2'-11"13'-8"17'-1"5'-7"9'-9" 3'-4"6'-6" 8'-8" 8'-5" 2'-11"25'-4"PARTIALHEADROOMPARTIALHEADROOM11'-8"6'-11"7'-1"6'-2"ACCESSORYSHED ON GRADEWASHSTATION3'-6" 4'-5" 4'-1"6'-4"5'-6"1ST FLOOR2ND FLOOR36'-4"REMOVE SLIDER.SAVE TO REINSTALL.REMOVE SLIDER.3'3'3'6'3'3'CLSCALE:1/8" = 1' _____ DATE: 07/11/2023DRAWING NUMBER:A1Cape CADDesign 969 MAIN STREET OSTERVILLE, MA508-280-7074capecaddesign.comDesigner: Patrick RimingtonPROPOSED ADDITION FOR:DURCAN RESIDENCE99 7TH AVENUEHYANNISPORT, MATHIS PLAN DATED 02/23/2023 IS CONSIDERED THE FINAL PLANS AND REPLACE ALL OTHERVERSIONS OF THE PLANS. IT HAS BEEN DRAFTED ACCORDING TO HIGH QUALITY STANDARDSAND IS FOR DESIGN PURPOSES ONLY. LOCAL REGULATIONS AND LOCAL BUILDING CODEREQUIREMENTS VARY, AND AS SUCH MAY REQUIRE CHANGES. THE BUILDING CONTRACTORAND THEIR ENGINEERING TEAM MUST REVISE AND ENSURE WITH THEIR CLIENT THAT THEPLANS CONFORM TO ALL CURRENT GOVERNMENTAL AND/OR BUILDING CODE REQUIREMENTS.ALL FINAL MEASUREMENTS OF CONSTRUCTION THAT CONNECT TO THE EXISTINGCONSTRUCTION INCLUDING BENCHMARK, ROOF SLOPES, AND DORMER SIZES ARE TO BEVERIFIED IN THE FIELD. ALL HIDDEN CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER.ANY ENGINEERING SPECIFICATIONS PROVIDED ON THESE PLANS MUST BE VERIFIED BY THEBUILDER AND THEIR OWN TEAM OF ENGINEERS. THESE PLANS ARE DESIGN PLANS AND NOTINTENDED TO BE USED AS COMPLETE BUILDING PLANS. SOME COUNTIES MAY REQUIREADDITIONAL ENGINEERING SPECIFICATIONS AND PLANS. CAPE CAD DESIGN, LLC WILL NOTASSUME LIABILITY FOR MISHAPS BEFORE, DURING OR AFTER THE USE OF THESE PLANS FORCONSTRUCTION.NOTE:THIS HOME DESIGN PLAN HAS BEEN ORIGINALLY DRAFTED BY CAPE CAD DESIGN,LLC AND IS ITS EXCLUSIVE PROPERTY. ANY REPRODUCTION IS STRICTLY FORBIDDEN UNDERCOPYRIGHT LAWS AND SUBJECTS THE OFFENDER TO LEGAL ACTION. LEGENDNEW WALLSW D GUESTBEDROOMKITCHENSUNROOMGUESTBATHFIREPLACEHEARTHSTAIRS UPSTAIRS DOWNSTEP UPSTEP UPSTEP UPBALCONYMASTERBEDROOM12'-9"25'-2"16'-6"11'-9"11'-7"33'DECKSTAIRS UP43'-11"10'-2"5'-6"6'-11"4'-11"9'-1"12'-4"11'-2"8'-4"5'-1" 3'-1"2'-11"13'-8"17'-1"5'-7"9'-9" 3'-4"6'-6" 8'-8" 8'-5" 2'-11"25'-4"PARTIALHEADROOMPARTIALHEADROOM11'-8"6'-11"SHED3'-6" 4'-5" 4'-1"6'-4"5'-6"1ST FLOOR2ND FLOORBEDROOMDININGROOM22'-10"20'-6"REINSTALL SLIDER FROM GUEST BEDROOMS T E P D OW N T O D E C K2'-6"3'5'-6" 7'-5"7'-7"12'-6"13'-6"7'-7"9'-3"6'FWASHSTATIONBATHROOM7'-7"6'-9"4'-11"7'-8"7'-8"ENTERSHOWER36"x80"4' 12'-10" 2'-6" SUNROOM & DINING ROOM ALIGNEDNEW / PROPOSED5A45A49A68A610A611A610A6BBD3'3'3'6'3'3' 3'EXTERIOR DOOR AND WINDOW HEADERS(2) 2x6 UNLESS OTHERWISE NOTED ( 3 ) 2 x 8 H E A D E R (2) 2x8 HEADER (3) 2x8 HEADER2111A63'E10A6EABEXIST.ACCESSORYONGRADE2x4 EXT. WALL, TYP.2-JACK POCKET, TYP.4'4'-9"EXIST. 6' HDR2-2x6 (V.I.F.)ADD FLITCH BEAM16'-6"4'10"SCALE:1/8" = 1' _____ DATE: 07/11/2023DRAWING NUMBER:A2Cape CADDesign 969 MAIN STREET OSTERVILLE, MA508-280-7074capecaddesign.comDesigner: Patrick RimingtonPROPOSED ADDITION FOR:DURCAN RESIDENCE99 7TH AVENUEHYANNISPORT, MATHIS PLAN DATED 02/23/2023 IS CONSIDERED THE FINAL PLANS AND REPLACE ALL OTHERVERSIONS OF THE PLANS. IT HAS BEEN DRAFTED ACCORDING TO HIGH QUALITY STANDARDSAND IS FOR DESIGN PURPOSES ONLY. LOCAL REGULATIONS AND LOCAL BUILDING CODEREQUIREMENTS VARY, AND AS SUCH MAY REQUIRE CHANGES. THE BUILDING CONTRACTORAND THEIR ENGINEERING TEAM MUST REVISE AND ENSURE WITH THEIR CLIENT THAT THEPLANS CONFORM TO ALL CURRENT GOVERNMENTAL AND/OR BUILDING CODE REQUIREMENTS.ALL FINAL MEASUREMENTS OF CONSTRUCTION THAT CONNECT TO THE EXISTINGCONSTRUCTION INCLUDING BENCHMARK, ROOF SLOPES, AND DORMER SIZES ARE TO BEVERIFIED IN THE FIELD. ALL HIDDEN CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER.ANY ENGINEERING SPECIFICATIONS PROVIDED ON THESE PLANS MUST BE VERIFIED BY THEBUILDER AND THEIR OWN TEAM OF ENGINEERS. THESE PLANS ARE DESIGN PLANS AND NOTINTENDED TO BE USED AS COMPLETE BUILDING PLANS. SOME COUNTIES MAY REQUIREADDITIONAL ENGINEERING SPECIFICATIONS AND PLANS. CAPE CAD DESIGN, LLC WILL NOTASSUME LIABILITY FOR MISHAPS BEFORE, DURING OR AFTER THE USE OF THESE PLANS FORCONSTRUCTION.NOTE:THIS HOME DESIGN PLAN HAS BEEN ORIGINALLY DRAFTED BY CAPE CAD DESIGN,LLC AND IS ITS EXCLUSIVE PROPERTY. ANY REPRODUCTION IS STRICTLY FORBIDDEN UNDERCOPYRIGHT LAWS AND SUBJECTS THE OFFENDER TO LEGAL ACTION.VERIFY 2x8 @ 19.2" O.C. DRAWING NUMBER:A3Cape CADDesign 969 MAIN STREET OSTERVILLE, MA508-280-7074capecaddesign.comDesigner: Patrick RimingtonSCALE:1/4" = 1' _____ DATE: 07/11/2023PROPOSED ADDITION FOR:DURCAN RESIDENCE99 7TH AVENUEHYANNISPORT, MATHIS PLAN DATED 02/23/2023 IS CONSIDERED THE FINAL PLANS AND REPLACE ALL OTHERVERSIONS OF THE PLANS. IT HAS BEEN DRAFTED ACCORDING TO HIGH QUALITY STANDARDSAND IS FOR DESIGN PURPOSES ONLY. LOCAL REGULATIONS AND LOCAL BUILDING CODEREQUIREMENTS VARY, AND AS SUCH MAY REQUIRE CHANGES. THE BUILDING CONTRACTORAND THEIR ENGINEERING TEAM MUST REVISE AND ENSURE WITH THEIR CLIENT THAT THEPLANS CONFORM TO ALL CURRENT GOVERNMENTAL AND/OR BUILDING CODEREQUIREMENTS. ALL FINAL MEASUREMENTS OF CONSTRUCTION THAT CONNECT TO THEEXISTING CONSTRUCTION INCLUDING BENCHMARK, ROOF SLOPES, AND DORMER SIZES ARETO BE VERIFIED IN THE FIELD. ALL HIDDEN CONDITIONS ARE THE RESPONSIBILITY OF THEBUILDER. ANY ENGINEERING SPECIFICATIONS PROVIDED ON THESE PLANS MUST BEVERIFIED BY THE BUILDER AND THEIR OWN TEAM OF ENGINEERS. THESE PLANS ARE DESIGNPLANS AND NOT INTENDED TO BE USED AS COMPLETE BUILDING PLANS. SOME COUNTIESMAY REQUIRE ADDITIONAL ENGINEERING SPECIFICATIONS AND PLANS. CAPE CAD DESIGN,LLC WILL NOT ASSUME LIABILITY FOR MISHAPS BEFORE, DURING OR AFTER THE USE OFTHESE PLANS FOR CONSTRUCTION.NOTE:THIS HOME DESIGN PLAN HAS BEEN ORIGINALLY DRAFTED BY CAPE CAD DESIGN,LLC AND IS ITS EXCLUSIVE PROPERTY. ANY REPRODUCTION IS STRICTLY FORBIDDEN UNDERCOPYRIGHT LAWS AND SUBJECTS THE OFFENDER TO LEGAL ACTION. (2) 2"x12" PT BEAM2"x8" PT DECK JOISTS@ 16" o.c.2"x8" PT DECK JOISTS@ 16" o.c.2"x10" FLOOR JOISTS @ 16" o.c.2"x10" FLOOR JOISTS @ 16" o.c.(2) 2"x12" PT BEAM(2) 2"x8" PT RIM JOIST(2) 2"x10"PT RIM JOIST1A32"x12" PT STRINGERS@ 16" o.c.2"x12" PT STRINGER@ 16" o.c.3A33A31A37A57A52A3ACCESS TO EXISTINGCRAWL SPACE16"x9" VENT4"x4" POST FOROUTDOOR SHOWER2"x12" PT LEDGER CONNECTINGTO BEAM WITH LU212−22"x12" PT LEDGER CONNECTINGTO BEAM WITH LU212−211’−11"5’−11"5’−7"11’−6"EXISTING BLOCK FOUNDATIONEXISTING 6'+/-BASEMENTEXISTING 2x4 TIMBER WALLEXISTING SHED FLOOR ON GRADEEXISTING CRAWLEXIST. CHIMNEY BASE3" SLAB ON GRADE4' - 0".9' - 4"DN 38"8".13' - 6"2S-13S-11' +/-4' - 0"1' - 0"7' - 10 1/2"7' - 10 1/2"7' - 10 1/2"7' - 10 1/2"3-2x8 P.T. BEAM2-2x8 P.T. BEAM2 x 8 P.T. JOISTS 4' - 0 1/2"5".5R UP10"3' - 2 1/2"2 x 8 PT LEDGER W/ 2 ROWS of LedgerLOK @ 16" o.c.,2" MIN. EDGE DISTANCE @ T&B, (4)DTT1Z, EQ. Spaced,TYP.12' - 0".3 -9 1/4" LVL FLUSH BEAM 95% SOIL COMPACTION REQUIRED, TYP.2-2x8 P.T. BEAM7' - 3"7' - 3"7' - 3"3-2x8 P.T. BEAMSTHD14RJRINSE STATION , (2) #4 ALL AROUNDOPENING, LAPPEDFOUNDATION NOTES1. All backfill soils materials to be ASTM D 2487 soil classification groups GW, GP, GM SW, SP, SM, free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation, or other deleterious matter.2. The sub-base soils material to be a naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand ASTM C2940, with at least 95 percent passing a 1-1/2 inch sieve and not more than 8 percent passing a no. 200 sieve.3. Drainage fill to be a washed evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, size 57, with 100 percent passing a 1-1/2 inch sieve and not more than 5% passing a No. 8 sieve.4. Protect sub-grades and foundation soils from softening and damage by water, freezing temperatures, or frost.5. Excavate to sub-grade elevations regardless of character of materials and obstructions encountered.6. When sub-grade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture-condition or aerate soil, and re-compact.7. Place backfill and fill in layers not more than 8 inches in loose depth at optimum moisture content. Compact each layer under structures, building slabs, pavements, and walkways to 95% of maximum dry unit weight according to ASTM D 698; elsewhere to 90%.GENERAL EARTHWORK REQUIREMENTSCodes & Ordinances: Construction shall conform to the International Residential Code 2015 and with current Massachusetts State Building Code 780 MR -State Board of Building Regulations and StandardsGeotechnical Report: The contractor shall be familiar with the geotechnical report[If Applicable]. If a conflict occurs between these notes / specifications and the recommendation from the geotechnical engineer, then the more stringent shall apply.Verify Dimensions: Contractor shall verify all dimensions, drops, slopes, and details of these drawings with those of the architectural design plans, and contractor shall report discrepancies to engineer in writing and architect/designer prior to the start of construction.Contractor Field Verification: During construction the contractor may encounter existing conditions that were unknown during design and vary from the plans. The contractor shall notify the engineer in writing prior to proceeding with the work of all discoveries that interfere with proper execution of the work and/or jeopardize the structural integrity of the structure.Additional Details: If contractor requires additional details or information not found on the drawings or in the specifications, contractor shall request this information from engineer in writing prior to the start of construction.Revised Information: These drawings are based on certain assumptions and the engineer reserves the right to revise these documents if other information becomes available.Construction Review: Construction review services by the engineer of record are available prior to concrete placement, during the concrete placement and during and subsequent to the stressing of the post-tensioning strands, if applicable. If the engineer of record does not perform these construction reviews, then the engineer of record accepts no responsibility for improper implementation of the plans and specifications.Waterproofing: Unless otherwise specified, masonry contractor shall be responsible for providing all foundation moisture proofing and insulation.Provide waterproofing as required by state codesProvide footing drains as requiredRoof drainage: Dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5 feet from foundation walls or to a subsurface drainage system.Structural Stability During Construction: The drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor shall be responsible for all construction means and methods. The contractor, in the proper sequence, shall provide proper shoring and bracing as necessary during construction to achieve the final completed structure. Foundation Shall Not be Backfilled until 1st Floor Deck is Framed and Sheathed.Structural Foundation Notes:1. Concrete shall be 3000 PSI or strongera. Anchor bolts ASTM A307 galvanized, min. 5/8" diameter, 12" long, w/ 2-1/2" hook spaced per Code Checklist, or in concrete piers w/ Simpson ABU-series base; SPACED 2’O/C for slab-on-grade construction (i.e. Garage, Basement Walkouts, etc.). b. All walls to have min. 2#4 top horizontal, 2”clear, to prevent shrinkagec. All walls longer than 25’shall have vertical control joint with Waterstop between wall joint.2. Steel reinforcing shall be 60,000 PSI deformed bar3. Assumed net allowable soil bearing capacity, q= 2500 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. Floor Joists Per Planw/ 3/4" T & G Plywood Subfloor2 x 6 SPF #2 Sill Plate w/ 1/2"Sill Seal; Provide 5/8" Galvanized Stl. Anchor Bolts w/ 7" Min. Concrete Embedment 46" o.c. & 6-12" from End Plates; 3"x3"x 1/4" Square Washers Required Atop Sill Plate8" Thick Poured Concrete Foundation Wall24" x 10" Concrete Footingw/ (3) #4 Rebar (Rebar Optional)2" Conc. Dust CapOver 10 Mil. Vapor BarrierOver 4" Min. Compacted SandWaterproof/ Insulate per MA-780 CMRProvide Perf. Footing Drain[Optional]/Bank Run Gravel Over 95% Compacted SoilCONTRACTOR to Verify Bearing Capacity of Soil Prior to Construction[MIN. 2500 PSF](2) #4 Horiz. Rebar/ 2" Clear to Top of Wall95% Compaction of Earth is Required2 x 4 Keyway w/ PVC WaterstopFIRST FLOORBELOW GRADE4' MAX.2' - 0"10"SIMPSON ABU66 w/ 5/8" Dia. Anchor Bolt(w/ Hook) w/ Min. 7" Concrete Embedment6x6 PT Post10" Dia Sonotube w/ 24" Dia. Spread Footing4' MIN. BELOW GRADESTRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Jack Durcan99 Seventh AveHyannisport, MAjdurcan2@gmail.comFOR PERMITTING07.11.202399 SEVENTH AVEHYANNISPORT, MA02648DURCANADDITIONFRAMING PLANSS-1JOB # / 2023 - 1351/4" = 1'-0"1FOUNDATION/ 1ST FLOOR FRAMING PLAN1/2" = 1'-0"2FOUNDATION DETAIL1/2" = 1'-0"3SONOTUBE DETAILFOR STRUCT. ONLY 07.11.2023 (3) 2x8 HEADER(2) 2x8 HEADER5/8" T&G PLYWOOD SHEATHING15# FELT PAPERPVC BED MOLDINGASPHALT ROOF SHINGLES3’ WIDE ICE/WATER SHIELDALUMINUM DRIP EDGEPVC SOFFIT BOARDPVC FASCIA BOARDPVC FRIEZE BOARDPVC RAKE AND SHADOW RAKE2"x10" JOIST @ 16" o.c.(2)2"x10" RIM JOISTHOUSE WRAP1/2" PLYWOOD SHEATHINGR−20 BATT INSULATIONOR OPTIONAL FOAMEQUIVALENTR−49 BATT INSULATION OROPTIONAL FOAM EQUIVALENTFINISH SIDINGSIMPSON H2.5AHURRICANE CLIPS3/4" PLYWOOD SUBFLOOR2"x6" WALLSTUD@ 16" o.c.1x3 STRAPPING @ 24" o.c.1/2" GYPSUM WALLBOARDR−30 BATT INSULATIONOR OPTIONAL FOAMEQUIVALENT2"x8" CEILING JOIST@ 16" o.c.2"x12" RIDGE BOARD2"x8" RAFTERS@ 16" o.c.2"x6" PT SILLPLATEMultiple pieces can be nailed or bolted together toform a header or beam of the required size, up toa maximum width of 7"Load must be applied evenly acrossentire beam width. Otherwise, useconnections for side-loaded beams.When fasteners are required on bothsides, stagger fasteners on the secondside so they fall halfway betweenfasteners on the first side.(1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, WS, or Truss-LOK-EWP™.(2) An additional row of nails is required with depths of 14" or greater.(3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below.Piece Width# ofPliesFastenerType Min. Length # Rows O.C. Spacing Location10d nails 3"31/2"13/4"234212d-16d nailsScrews10d nails12d-16d nailsScrews10d nails12d-16d nailsScrewsScrews1/2" bolts(1)(3)(3)31/4"33/8" or 31/2"3"31/4"33/8" or 31/2"5"3"31/4"5" or 6"63/4"5" or 6"63/4"8"3223223222212"24"12"24"12"24"24"24"One sideBoth sidesOne sideBoth sidesOne side(per ply)Both sidesOne sideBoth sidesOne side-(2)(2)(2)(2)(2)(2)Fastener InstallationRequirementsMultiple-Member Connections for Top-Loaded BeamsAssembly C13/4"31/2"Assembly B13/4"Assembly D13/4"31/2"13/4"13/4"2"2"Assembly E31/2"2"2"13/4"2"2"Assembly A Assembly F2x10 RIDGE BOARD2x10 RIDGE BOARDRAFTERS:2x8 @ 16" O.C.2-2x82-2x8OVERFRAMED ROOF:2x6@16" O.C.8' - 5".8' - 1".16' - 6".2-7 1/4" LVLEXISTING LOW ROOFEXISTING ROOF (LOW)EXIST. 2-2x8 HDRBLOCKING @ 4' O.C. IN FIRST2 JOIST & RAFTER BAYS, TYP.RAFTERS: 2x6 @ 16" O.C.2 x 6 LEDGER W/2 ROWSof LedgerLOK @ 16" o.c.,2" MIN. EDGE DISTANCE@ T&B, TYP.RAFTERS 90°2 x 8 LEDGER W/2 ROWSof LedgerLOK @ 16" o.c.,2" MIN. EDGE DISTANCE@ T&B, TYP.EXISTING UPPER ROOF7' - 7".13' - 6"7' - 8".1' - 6"12' - 0".15' - 3".28' - 9".ALL OPENINGS REQ. FIG. 17 STRAPSEXIST. BALCONY4' - 0"CUT BALCONY AS NEC.SHEAR WALL TO REMAIN SHEATHEDADD (1) 7 1/4" LVLHHUS46 HANGER12' - 0".26' - 0"12' - 0".7' - 0".9' - 0"17' - 3 1/4"3S-213' - 6"16" max.TO MATCH EXIST.LHS BUMP-OUT(2) #4, 2" CLR.COLLAR TIES 2x6 @ 16" O.C.below grade4' min.min.6"4" SLAB OVER 10 MIL. VAPOR BARRIERMULTIPLE-MEMBER CONNECTIONS FOR WALL STUDS2-PLY NAILING RECOMMENDATIONSFor 2x4, 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8: Minimum of two rows of 16d (0.131" x 31/4") pneumatic nails at 10" on-center, staggered.Nail from one side.For 2x4: Minimum of two rows of 16d (0.131" x 31/4") pneumatic nails at 8" on-center, staggered.For 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8: Minimum of three rows of 16d (0.131" x 31/4") pneumatic nails at 5" on-center, staggered.Nail from both sides.For 2x4: Nail each ply to the other with a minimum of two rows of 16d (0.131" x 31/4") pneumatic nails at 5" on-center. When connecting each ply, offset nail rows by 2" from the ply below.For 13/4" x 51/2", 2x6, 13/4" x 71/4", and 2x8: Nail each ply to the other with a minimum of three rows of 16d (0.131" x 31/4") pneumatic nails at 5" on-center. When connecting each ply, offset nail rows by 2" from the ply belowor Minimum of two rows of 1/2" diameter bolts spaced at 8" o.c3-PLY NAILING RECOMMENDATIONS4-PLY NAILING RECOMMENDATIONSWOOD STRUCTURAL PANEL [WSP] NOTES:Wood Structural Panels Shall be a Minimum Thickness of 7/16" and Be Installed as Follows:1. Panels Shall Be Installed with Strength Axis Parallel to Studs.2. All Horizontal Joists Shall Occur Over and Be Nailed to Framing.3. On Single Story Construction, Panels Shall be Attached to Bottom Plates and Top Member of the Double Top Plate.4. On Two Story Construction, Panels Shall be Attached to the Top Member of the Upper Double Top Plate and to Band Joist at Bottom of Panel. Upper Attachment of Lower Panel Shall be Made to Band Joist and Lower Attachment Made to Lowest Plate at First Floor Framing.5. Horizontal Nail Spacing at Double Top Plates, Band Joists, and Girders Shall Be a Double Row of 8D Staggered @ 3 Inches o.c. Per Attached Figures.SIMPSON H2.5A SIMPSON ABU66SIMPSON LSCZD-1D-2D-3D-4D-5D-6D-7D-8SIMPSON LUS SIMPSON DTT1ZSIMPSON HUCSIMPSON STHD14RJSIMPSON HHUS46CANTILEVER4' - 0"15" +/-EXIST. 2x86' SLIDER HEADER -VERIFY 2-2x8 HDRADD (1) 7 1/4" LVLSLIDER (BEYOND)2x4 WALLSBALCONY(BEYOND)(2) TimberLOK @ 16" o.c.,2" MIN. EDGE DISTANCE@ T&B, TYP.STRUCTURAL DRAWINGS:Yoana K. Guzman5 Madison CtNantucket, MA 02554yoana.ackdesign@gmail.com774-325-6705ENGINEERING:Michele Cudilo, P.E.123 Cottonwood LaneCenterville, MA 02632-1979mcudilo@comcast.net508-737-8521CLIENT:Jack Durcan99 Seventh AveHyannisport, MAjdurcan2@gmail.comFOR PERMITTING07.11.202399 SEVENTH AVEHYANNISPORT, MA02648DURCANADDITIONFRAMING PLANSS-2JOB # / 2023 - 1351/4" = 1'-0"1ROOF FRAMING1/4" = 1'-0"2SECTIONFASTENER SCHEDULE FOR STRUCTURAL MEMBERSJOIST TO SILL OR GIRDER TOE NAIL 3 - 10DSOLE PLATE TO JOIST OR BLOCKING 16D @ 16" O.C.STUD TO SOLE PLATE 2 - 16DSTUD TO TOP PLATE 2 - 16DDOUBLE STUDS FACE NAIL 2 Rows 10D @ 12" O.C.BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGECEILING JOISTS TO PLATE, TOP PLATE 3 - 16DCEILING JOISTS TO PARALLEL RAFTERS 3 - 10DRAFTER TO PLATE, TOE NAIL 3 - 8DBUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C.RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4 - 16DRAFTER TIES TO RAFTERS 3 - 12D3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C.SUBFLOOR TO JOISTS [FIELD] 10D @ 6" O.C.1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C.SHEATHING TO STUDS [FIELD] 8D @ 12" O.C.1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C.1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C.ROOF SHEATHING FASTENING [EDGE & FIELD] 8D @ 6" O.C.DESIGN LOADSLOAD TYPE VALUEFLOOR LOADS [1ST FLOOR]Live Load40 psfDead Load12 psfFLOOR LOADS [2ND FLOORS]Live Load30 psfDead Load12 psfROOF LOADSLive Load0 psfDead Load15 psfROOF SNOW LOADSPg25 psfPf25 psfCe1Ct1I1Snow Drift & Unbalanced Snow As ApplicableWIND LOADSBasic Wind Speed110 mph [3 sec gust]Build CategoryIII1.0Building ClassificationEnclosedExposureCInternal Pressure Coeficient +/-0.18STRUCTURAL NOTESHEADER SCHEDULEHEADER SIZESUPPORTINGROOF ONLYSUPPORTING 1STORY ABOVESUPPORTING 2STORY ABOVE[3] 2x4 4'-0" MAX N/A N/A[3] 2x6 6'-0" MAX 4'-0" MAX N/A[3] 2x8 8'-0" MAX 6'-0" MAX N/A[3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAX1. Hold all rafters down to wall plate with Simpson H2.5A Tie. If toe nailing of rafters to ridge beams result in rafter end splitting or less than 1" of nail lenght in rafter wood, reinforce joint with joist hangers.2.Use 2x6 collar ties at 16" o.c. or Simpson LSTA18 straps over top of sheathing spaced 16" o.c.3. Band joists to be fastened with Simpson straps at 4' o.c.4.Use dimensional blocking @48" o.c. in the first two joists and rafter bays.5.Use double joist / blocking below interior partition walls, kitchen island, tubs,showers, etc.3/4" = 1'-0"3DETAILFOR STRUCT. ONLY 07.11.2023