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HomeMy WebLinkAbout0114 PEPPERCORN LANE .. � _ l l � � ~j r .. � �i 4 ' � I i � � I f � ` V � � • , �� .. � i' �. ., - _ � a � � � � �i � � � I 1 . � J� .i / , �' _ - ._ r ., I ,, .. .. � � n 1 �� �� i .. ,. �� ,h, • 1 r r T • Engineering & Consulting, Inc•ivan (508)428-3344 • P.O. Box 659 • 711 Main Street,Osterville, MA 02655 seci@sullivanengin.com • www.sullivanengin.com April 23, 2020 Brian Florence Building Commissioner, Building Dept. Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Chapter 91 License Permit Application David Mugar, 114 Peppercorn Lane, Cotuit Dear Mr. Florence, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-5 of the Department of Environmental Protection Chapter 91 Permit Application and copy of the plans for the above referenced project. Would you please review and sign the Municipal Zoning Certificate and return it to me in the enclosed self-addressed stamped envelope at your earliest convenience? Thank you for your assistance. If you have any questions,please contact the office. Very,truly yours, Leah O'Dea Sullivan Engineering& Consulting, Inc. Attachments r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program. x28so31 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,.Nonwater-Dependent,Amendment Important:When A. Application Information (Check one), filling out forms on the computer,use only the tab p p NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing key to move your Package for BRP WW06. cursor-do not use the return Name(Complete Application Sections), Check One Fee Application# key. VQ WATER-DEPENDENT- General (A-H) ® Residential with< 4 units $215.00 BRP WW01a ❑Other $330.00 BRP WW01 b For assistance ❑ Extended Term -$3,350.00 BRP WW01c incompleting this ..................._.._....................................................................................................................................... application,please Amendment(A-H) ❑Residential with< 4 units $100.00 BRP WW03a see the "Instructions". ❑Other $125.00 BRP WW03b NONWATER-DEPENDENT Full(A-H) ❑ Residential with<4 units $665.00 BRP WW15a ❑'Other $2,005.00 BRP WW15b ❑.Extended Term $3,350.00 BRP WW15c Partial (A-H) ❑ Residential with<4 units $665.00 BRP WW14a ❑ Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP WW14c Municipal Harbor Plan(A-H) ❑ Residential with<4 units $665.00 BRP WW16a ❑ Other $2,005.00 BRP WW16b ❑ Extended Term $3,350.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with<4 units $665.00 BRP WW17a ❑ Other $2,005.00 BRP WW17b ❑ Extended Term $3,350.00 BRP WW17c Amendment(A-H) ❑ Residential with<4 units $530.00 BRP WW03c ❑ Other $1,000.00 BRP WW03d ❑ Extended Term $1,335.00 BRP WW03e CH91App.doc•Rev.03/17 Page 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X286031 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: David G. Mugar Name E-mail Address 222 Berkeley Street Mailing Address Note:Please refer Boston MA 02116 to the"Instructions" City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent(if any): John O'Dea john@sullivanengin.com Name E-mail Address 711 Main Street, P.O. Box 659 Mailing Address Osterville MA 02655 Cityrrown State Zip Code 5084283344 5084289617 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Owner Name(if different from applicant), 004 009-001 41.596320 70.452060 Tax Assessor's Map and Parcel Numbers Latitude Longitude 114 Peppercorn Lane, Barnstable(Cotuit) MA 02635 Street Address and City/town State Zip Code 2. Registered Land ®Yes ❑ No 3. Name of the water body where the project site is located: Pinquickset Cove 4. Description of the water body in which the project site is located(check all that apply): Type Nature DeManation ❑ Nontidal river/stream ® Natural El.Area of Critical.Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev.03/17 Page 2 of 13 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X286031 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" To construct a boardwalk, pier, ramp and float. 6. What is the estimated total cost of proposed work(including materials&labor)? $50,000 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary).An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50'across a waterbody from the project. David G. Mugar 222 Berkeley Street, Boston, MA 02116 Name Address Christopher D. Heckscher 29 Florr Great Eagle Centre, 23 Harbour Rd., Wanchai, Hong Kong Name Address Name Address D. Project.Plans 1. I have attached plans for my project in accordance with the instructions contained in(check one): ® Appendix A(License plan) ❑ Appendix B(Permit plan) 2. Other.State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ® Wetlands SE3-5740 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.03/17 Page 3 of 13 I, J Massachusetts Department of Environmental Protection Bureau of Resource Protection- Waterways Regulation Program X286031 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page.All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein.'Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date AgeAl s signs ure(if applicable) Dat CH91App.doc•Rev.03/17 Page 4 of 13 s Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X286031 ' Chapter 91 Waterways License'Appiication -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum x 1. Provide a description of the dredging project ❑ Maintenance Dredging(include last dredgey date& permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume(cubic yards)of material to be dredged? 3. What method`will be used to dredge? ❑Hydraulic ❑ Mechanical ' ❑ Other 4. Describe disposal method and provide disposal location(include separate disposal site location map) 5. Provide copy of grain size analysis. If grain.size,is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev.03/17 Page.5 of 13 o• Noop— r o® tuit G��_,. y. o G ��a 1:. r+. • %: p< c! Btu � �.o� � � � � � � a a �,• d •Pt o q ----kWh t. � • 1 • , f' *l • y� k 1 / r ' L-3p' •. Q 'r� . �• I '�� ff � r ro ; *boy" rr Ur 1 i c s'? ' Pt nkAtbrA� i r� ' < j • �li \M 10 Rik A 4y \ f f INL11M1 ES T. N South, ' UtU* c 1L Thefich DIRECTIONS: FROM HYANNIS — FOLLOW ROUTE 28 WEST TO SHEET 1 OF 4 COTUIT; TAKE A LEFT ONTO PUTNAM ROAD, AND FOLLOW TO THE DAVID G. MUGAR END; TAKE A LEFT ONTO MAIN STREET; AT RUSHY MARSH TAKEA TO CONSTRUCT & MAINTAIN A TIMBER RIGHT ONT LOWELL ROAD, AND CONTINUE STRAIGHT ONTO BOARDWALK, PIER, RAMP AND FLOAT PEPPERCORN LANE; SITE IS ON THE RIGHT #114. IN PINQUICKSET COVE BY ASSESSORS: MAP 004 PARCEL 009-001 AT 174 PEPPERCORN LANE CO TUI T, MA LATITUDE: 41'35'47" APRIL 13, 2020 LONGITUDE: 7027'09" SULLIVAN ENGINEERING UTM: 378930E 460597ON & CONSULTING INC. OSTERVILLE, MA P/NQU/CKSET COVE PROPOSED BOARDWALK, PIER, RAMP & FL OA T VE Eli FEMA ZQN F�'Tj� ZOiy AE ELEV. Al' l p /74 i 1 LING DWEL 9 � \ LAND VIL No 5 699 ro C)yp0A . i 1 1ERE�`aE�Q NAL N/F SSID DA VID G. MUGAR 1 � Lot 32 FOR LOT LINE INFORMATION 82,620.*SF TO MLW SEE LAND COURT PLAN 16194 0 OVERALL PLAN VIEW DEED LCC 116194 SCALE. 1 = 80 �� 00 PLAN LOT 32194 80 0 40 80 160 / %L SHEET 2 OF 4 i ! DAVID G. MUGAR TO CONSTRUCT & MAINTAIN A TIMBER �'EF'�°ERCORN BOARDWALK, PIER, RAMP AND FLOAT NE IN PINQUICKSET COVE AT 714 PEPPERCORN LANE COTUIT, MA APRIL 13, 2020 SULLIVAN ENGINEERING & CONSULTING INC. OSTERVILLE, MA EDGE.OF SALT MARSH LAWN 1 tea•• \I 1 S � 7' / —2.3 r� i 0.5 ! TOP OF COASTAL BANK —2.4 \ .1 —1.2 �42-- -2.3 BOARDWA K'• �. PROPOSED' —2 3 LATERAL ACCESS STAIRS I —3.5 J MOORING —2.4 26' CLOSEST ,t LENGTH OVERAL 725 109' rr.f PIER 65' —3.1 3 LAW r RAMP 3.7 10, EA 111 ! BANK 4 =3.5 —2.5 75 LOA 25 3.3 —3.0 1 3.2 ' o %0.1 PROPOSED BOARDWALK, 11 L o PIER, RAMP & FLOAT 8' END OF PIER TO BE RAMPED TO 1� 1 P��H Oi AM S 4 —3.1 EXISTING CONCRETE STAIRS 10.3 —3.3 S T. D -1.5 cl 3.3 �0 No. 26 9 ` EDGE.OF SALT MARSH s —3.9 =0.i FFSSIOIdALE�'\� . !. + • —1.5 i —3.3 i —3.3 PINQUICKSET COVE —i 6 SHEET 3 OF 4 DAVID G. MUGAR PLAN VIEW TO CONSTRUCT & MAINTAIN A TIMBER ` SCALE.• 1 = 20 BOARDWALK, •PIER, RAMP AND FLOAT 20 0 10 20 40 IN PINQUICKSET COVE AT 114 PEPPERCORN LANE COTUI T, MA APRIL 13, 2020 SULLIVAN ENGINEERING & CONSULTING INC. OSTERVILLE, MA i LENGTH OVERALL FLOAT RAMP 80' _` PIER BOARDWALK RAMP 8' M - 65' ;..1�.� 24 2' EXISTING CRETE PATH PROPOSE 4' PIER 7 VA M 2B' MHW 2. 3 8' PROPOSED LATERAL EXISTING]GRAM ACCESS STAIRS PROPOSED 8. 18' 25'XS' FLOAT BEACH UPLAND LAND UNDER OCEAN �P�ZHOF. gSS4 PROFILE VIEW � SCALE: 1� 10' _ i S T. y� 10 0 5 10 20 RO NO o IL -, c> 9 s A�p��fCiSTE �A; 4,- tSSIONM.ECG f 2" X 6" MIN. DECKING (TYP.), p" � EL. 8 314" MIN. SPACING DRY - EXCEPT - FIBERGLASS GRA77NG OVER 2" X 4" O SALT MARSH PROVIDING A MINIMUM HANDRAIL (TYP.) O OF 65% LIGHT PENETRATION a oZ ~_D 0 CCA=TREA TED PILING AND STRUCTURAL TIMBER 5 3" X 8" FOR R° Z r' ALL STRUCTURAL D ��C O (GREATER THAN THREE (3) INCHES THICK) ARE (C) - 4_ c)D� ALLOWED. OTHERWISE, NO CCA-TREATED OR MEMBERS 0 D 00 OZ CREOSOTE-TREATED MATERAILS SHALL 8E USED. O Z::WATER A r- AND ELECTRIC TYP. Z � r- � D- .p CROSS BRACING FOR PIER ONL Y mZZNIZnrn�ZCO G�m0)h,0 �0TI M.L,W. O,O ___ T �� tN ;:o �b A Z m o Z a ODZ a� GR E SECTION VIEW 10-12" Z Z PILE TYP:) G� nl O SCALE: 1 = 4 FOR PIER 4 0 2 4 8 O aj J Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation.Program X286031 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate David G. Mugar Name of Applicant 114 Peppercorn Lane Pinquickset Cove Barnstable(Cotuit) Project street address Waterway Cityrrown Description of use or change in use: To permit and construct a boardwalk, pier, ramp and float. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town CH91App.doc•Rev.03/17 Page 6 of 13 s Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program - X28M31 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water4)ependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate David G.Mugar Name of Applicant 114 Peppercorn Lane Pinguickset Cove m Bamstabie(Cotuit) Project street address Waterway Cityrrown Description of use or change in use: To permit and construct a boardwalk, pier, ramp and float. To be completed by municipal clerk or appropriate municipal official: °i hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws.° 27 Z-O Printed Name of Municipal Official Date Signature of nWo Official Tide Cilylrown CHOIApp.doe•Rev.03/17 Page of 13 PROJECT NAME: ADDRESS: �I O 1,E7"I U l t' 4 PERMIT# PERMIT DATE: M/P: 00`1 - 004- Do. LARGE ROLLED PLANS ARE IN: BOX 3 (o SLOT Data entered in MAPS program on: BY: `- ✓yil�, q/wpfiles/forms/archive L `HE r � Town of Barnstable o R,ST„BLE, Building Department- 200 Main Street 5 9.9�A �0�p Hyannis, MA 02601 T En M�a a Tel. 508 862-4038 Certificate Of Occupancy Permit Number: B-17-3075 CO Issue Date: 7/2/2019 Parcel ID: 004-009-001 Zoning Classification:. RF Location: 114 PEPPERCORN LANE, COTUIT j Proposed Use: I Name of Tenant: Sprinklers Provided: Gen Contractor: PETER FIELD BUILDING & RESTORATION Permit Type: Residential - Single Family Type o Con struction:f nstruct o n: Design Occupant Load: 0 Comments: 2 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space P Y q PY 9 P Building Code: 780 CMR 8th Edition SUSTAINABLE ENERGY ANALY ICS 2015 Energy Code Compliance Testing Results Testing Date 6/25/19 SEA# 04240 " Project Address T 114 Peppercorn Ln Cotuit,MA-02365'-1 Permit# Client Company Grassi Design Group Contact Name Guy Grassi Contact Phone (617)956-9992 Email Guy.Grassi@GrassiDes.com Tested By(Print) Matthew Vitello Signed. HERS Provider Performance Systems Development, Ithaca, NY Cert# 7607932 Tests Conducted(Check all that apply) Massachusetts Base Code(IECC 2015)Test Options ✓ Building Infiltration Test—3 ACH50 at 50 Pa ✓ Duct Test—All types"Total Leakage"—4 CFM/100 ft2 Conditioned Floor Area served ✓ Mechanical Ventilation—to meet ENERGY STAR03.1 or ASHRAE 62.2-2013 Standard(ERV,HRV,exhaust only bath fans) Building Infiltration Test Results Building Volume(FT3) (Volume*Test Limit Req/60 CFM50) Test Result Test Result(CFM50) (ACH) Pass/Fail 27,796 x 1,390 1,342.6- 2.90 Pass Duct Test Results Conditioned Area Served TL or Test Limit .Test Result � pass/Fail System Description (FT?) LTO (Conditioned Area*Req/100=CFM), (CFM) 1st Floor—North Side 865 TL 35 28 3.2 Pass 1 st Floor-South Side 865 TL 35 25 2.9 Pass 2nd Floor 1,239 TL *Exempt 0 0 Pass i Mechanical Ventilation Massachusetts Base Code Only(IECC 2015) Conditioned Area Served Test Limit-CFM Test Result Pass/Fail System Description _ (FT2) (#of Br+1)*7.5+1%CFA (CFM)" Whole House ERV 2,969 60 60** Pass Additional Notes: *2nd Floor systems exempt-located 100%within conditioned space. **ERV pulling 220 CFM.Timer set to run ERV20 min out of every hour. Rev190603 441 • '• • '• 1 1 • • • 91 • ra ENERGY STAR Certified Homes, Version 3 (Rev. 07) Thermal Enclosure System Rater Checklist Home Address:114 Peppercorn Ln City: Cotuit State: MA Zip Code: 02635 9 1 Y."��.kPV"rvzgc nadnusf "�i1*`BUIICIer n 1.High-performance Fenestration. P� ~� �"� � N/A Correct Verified, Verified 1.1 Prescriptive Path:Fenestration shall meet or exceed ENERGY STAR requirements 2 ❑ ❑ Z ❑ 1.2 Performance Path: Fenestration shall meet or exceed 2009 IECC requirements 2 ❑ ❑ ❑ E7 2.Quality-Installed Insulation pia "" �ry b rr 2.1 Ceiling,wall,floor,and slab insulation levels shall comply with one of the following options: 2.1.1 Meet or exceed 2009 IECC levels 3.4.5 OR; ❑ ❑ EI ❑ 2.1.2 Achieve<_133%of the total UA resulting from the U-factors in 2009 IECC Table 402.1.3, excluding fenestration and per guidance in Footnote 3d,AND home shall achieve 5 50%of the ❑ ❑ ❑ 0 infiltration rate in Exhibit 1 of the National Program Requirements 4,5 2.2 All ceiling,wall,floor,and slab insulation shall achieve RESNET-defined Grade I installation or, alternatively, Grade II for surfaces that contain a layer of continuous,air impermeable insulation>_R-3 ❑ ❑ E) ❑ in Climate Zones 1 to 4,>_R-5 in Climate Zones 5 to 8 3.`Fully-Aligned Air Barriers . j, At each insulated location noted below,a complete air barrier shall be provided that is fully aligned with the insulation as follows: •At interior or exterior surface of ceilings in Climate Zones 1-3;at interior surface of ceilings in Climate Zones 4-8.Also, include barrier at interior edge of attic eave in all climate zones using a wind baffle that extends to the full height of the insulation. Include a baffle in every bay or a tabbed baffle in each bay with a soffit vent that will also prevent wind washing of insulation in adjacent bays •At exterior surface of walls in all climate zones;and also at interior surface of walls for Climate Zones 4-8 7 •At interior surface of floors in all climate zones,including supports to ensure permanent contact and blocking at exposed edge a,s 3.1 Walls 10 3.1.1 Walls behind showers and tubs ❑ ❑ EI ❑ 3.1.2 Walls behind fireplaces ❑ ❑ ❑ O 3.1.3 Attic knee walls" ❑ ❑ EI ❑ 3.1.4 Skylight shaft walls ❑ ❑ I] ❑ 3.1.5 Wall adjoining porch roof ❑ ❑ l7 ❑ 3.1.6 Staircase walls ❑ ❑ ❑' 3.1.7 Double walls ❑ ❑ ❑ t] 3.1.8 Garage rim/band joist adjoining conditioned space ❑ ❑ ❑ O 3.1.9 All other exterior walls ❑ ❑ E7 ❑ 3.2 Floors 3.2.1 Floor above garage ❑ ❑ ❑ O 3.2.2 Cantilevered floor ❑ ❑ E I ❑ 3.2.3 Floor above unconditioned basement or unconditioned crawlspace ❑ ❑ 17 ❑ 3.3 Ceilings 10 3.3.1 Dropped ceiling/soffit below unconditioned attic ❑ ❑ ❑ EI 3.3.2 All other ceilings ❑ ❑ 2 ❑ 4. Reduced Thermal Bridging 4.1 For insulated ceilings with attic space above(i.e.,non-cathedralized), Grade I insulation extends to the inside face of the exterior wall below at these levels:CZ 1-5:>_R-21;CZ 6-8:i'R-3012 4.2 For slabs on grade in CZ 4 and higher, 100%of slab edge insulated to>_R-5 at the depth specified by the 2009 IECC and aligned with thermal boundary of the walls 4,5 ❑ ❑ ❑ E7 4.3 Insulation beneath attic platforms(e.g., HVAC platforms,walkways)>_R-21 in CZ 1-5;>_R-30 in CZ 6-8 ❑ ❑ ❑ E7 4.4 Reduced thermal bridging at above-grade walls separating conditioned from unconditioned space(rim/band joists exempted)using one of the following options: t3 4.4.1 Continuous rigid insulation, insulated siding,or combination of the two; 2!R-3 in Climate Zones 1 to 4,>_R-5 in Climate Zones 5 to 814,1e,16 OR; ❑ ❑ ❑ EI 4.4.2 Structural Insulated Panels(SIPS)14,OR; El ❑ 0 El 4.4.3 Insulated Concrete Forms(ICFs)14,OR; ❑ ❑ ❑ El 4.4.4 Double-wall framing 74"17,OR; ❑ ❑ ❑ E7 4.4.5 Advanced framing,including all of the items below: 4.4.5a All corners insulated>R-6 to edge 18,AND; ❑ ❑ O ❑ 4.4.5b All headers above windows&doors insulated z R-3 for 2x4 framing or equivalent cavity width,and>_R-5 for all other assemblies(e.g.,with 2x6 framing)19,AND; ❑ ❑ RI ❑ 4.4.5c Framing limited at all windows&doors to one pair of king studs, plus one pair of jack studs per window opening to support the header and sill 20,AND; 4.4.5d All interior/exterior wall intersections insulated to the same R-value as the rest of the exterior wall 21,AND; ❑ ❑ E7 ❑ 4.4.5e Minimum stud spacing of 16 in.o.c.for 2x4 framing in all Climate Zones and, in Climate ❑ ❑ 21 ❑ Zones 5 through 8,24 in.o.c.for 2x6 framing 22 Effective for homes permitted starting 8/01/2013 Revised 6/01/2013 Page 3 of 16 a Y r/ ENERGY STAR Certified Homes, Version 3 (Rev. 07) ams Thermal Enclosure System Rater Checklist 5.,t1'ir Sealing . Must Builder Rater- rt r`r a � roaKm �x,'� d' N/A m v correct �erifle Ygrified.:;;�: 5.1 Penetrations to unconditioned space fully sealed with solid blocking or flashing as needed and gaps sealed with caulk or foam 5.1.1 Duct/flue shaft(3rd Floor units only) ❑ ❑ 0 ❑ 5.1.2 Plumbing/piping ❑ ❑ O ❑ 5.1.3 Electrical wiring ❑ ❑ El ❑ 5.1.4 Bathroom and kitchen exhaust fans ❑ ❑ 0 ❑ 5,1.5 Recessed lighting fixtures adjacent to unconditioned space ICAT labeled and fully gasketed. Also,if in insulated ceiling without attic above,exterior surface of fixture insulated to>_R-10 in ❑ 0 ❑ ❑ CZ 4 and higher to minimize condensation potential. 5.1.6 Light tubes adjacent to unconditioned space include lens separating unconditioned and conditioned space and are fully gasketed 23 ❑ 0 ❑ t7 5.2 Cracks in the building envelope fully sealed 5.2.1 All above-grade sill plates adjacent to conditioned space sealed to foundation or sub-floor with caulk,foam,or equivalent material. Foam gasket also placed beneath above-grade sill plate if ❑ ❑ 0 ❑ resting atop concrete or masonry and adjacent to conditioned space 24,25 5.2.2 At top of walls adjoining unconditioned spaces,continuous top plates or sealed blocking using ❑ ❑ Z ❑ caulk,foam,or equivalent material 5.2.3 Drywall sealed to top plate at all unconditioned attic/wall interfaces using caulk,foam,drywall adhesive(but not other construction adhesives),or equivalent material.Either apply sealant ❑ 2 ❑ ❑ directly between drywall and top plate or to the seam between the two from the attic above. 5.2.4 Rough opening around windows&exterior doors sealed with caulk or foam 26 ❑ ❑ [a ❑ 5.2.5 Marriage joints between modular home modules at all exterior boundary conditions fully sealed ❑ ❑ ❑ 0 with gasket and foam 5.2.6 All seams between Structural Insulated Panels(SIPs)foamed and/or taped per ❑ ❑ ❑ manufacturer's instructions 5.2.7 In multifamily buildings,the gap between the common wall(e.g.the drywall shaft wall)and the ❑ ❑ ❑ 0 structural framing between units fully sealed at all exterior boundaries 5.3 Other openings 5.3.1 Doors adjacent to unconditioned space(e.g.,attics,garages, basements)or ambient conditions ❑ ❑ IE ❑ made substantially air-tight with weatherstripping or equivalent gasket 5.3.2 Attic access panels and drop-down stairs equipped with a durable z R-10 insulated cover that is gasketed(i.e.,not caulked)to produce continuous air seal when occupant is not accessing the ❑ ❑ El ❑ attic 27 5.3.3 Whole-house fans equipped with a durable z R-10 insulated cover that is gasketed and either installed on the house side or mechanically operated 27 ❑ ❑ ❑ Rater Name: Matthew Vitello Rater Pre-Drywall Inspection Date: 10/2/18 Rater Initials: MV Rater Name: Matthew Vitello Rater Final Inspection Date: 6/25/19 Rater Initials: MV Builder Employee: Builder Inspection Date: Builder Initials: Notes: 1. At the discretion of the Rater, the builder may verify up to eight items specified in this Checklist. When exercised, the builder's responsibility will be formally acknowledged by the builder signing off on the checklist for the item(s)that they verified. 2. For Prescriptive Path: All windows, doors, and skylights shall meet or exceed ENERGY STAR Program Requirements for Residential Windows, Doors, and Skylights—Version 5.0 as outlined at www.energystar.gov/windows. For Performance Path:All windows,doors and skylights shall meet or exceed the component U-factor and SHGC requirements specified in the 2009 IECC—Table 402.1.1. If no NFRC rating is noted on the window or in product literature(e.g., for site-built fenestration), select the U-factor and SHGC value from Tables 4 and 14, respectively, in 2005 ASHRAE Fundamentals, Chapter 31. Select the highest U-factor and SHGC value among the values listed for the known window characteristics (e.g., frame type, number of panes, glass color, and presence of tow-e coating). Note that the U- factor requirement applies to all fenestration while the SHGC only applies to the glazed portion.The following exceptions apply: a. An area-weighted average of fenestration products shall be permitted to satisfy the U-factor requirements; b. An area-weighted average of fenestration products>_50%glazed shall be permitted to satisfy the SHGC requirements; c. 15 square feet of glazed fenestration per dwelling unit shall be exempt from the U-factor and SHGC requirements, and shall be excluded from area-weighted averages calculated using a)and b),above;' d. One side-hinged opaque door assembly up to 24 square feet in area shall be exempt from the U-factor requirements and shall be excluded from area-weighted averages calculated using a)and b),above; e. Fenestration utilized as part of a passive solar design shall be exempt from the U-factor and SHGC requirements, and shall be excluded from area-weighted averages calculated using a) and b), above. Exempt windows shall be facing within 45 degrees of true South and directly coupled to thermal storage mass that has a heat capacity>20 btu/ft3xT and provided in a ratio of at least 3 sq.ft.per sq.ft.of South facing fenestration.Generally,thermal mass materials will be at least 2 in.thick. Effective for homes permitted starting 8/01/2013 Revised 6/01/2013 Page 4 of 16 OVERLAY DISTRICT FLOOD ZONE: BUILDiNG DEPT ASSESSORS REF.. 0 0� AP — Aquifer Protection District VE(EL14), AE(EL11), & 0.2% Chance Map 4, Parcel 9-1 d 6262 Based on Map # N 25001CO752J �V 22 2017 q, July 16, 2014 TOW �. v1' OF BARNS-FABLE- 0 ;44. �y -�,,,� ZONE: 1 a Dowd G r 1 S�p0. Muga RF 1 00 Area (min.) 87,120 SF (RPOD) :. i 150 Lot 32 Frontage on to a (min) 1o"T" \ o Setbacks:. •V e s.. ........ ?: a Conc Tubes �`�` 79,540±SF to TCB Fron t. 30' e o New Concrete\tip 82,620tSF to MLW Side 15' 94.9' . I Rear 15' Foundation - `�Top of Coastal Bank o T.O.F. E1=11.9' It I \�,`�' by T 0 B Definition (NA VD'88) _ 1j ------"----- - ----— — —---- - --------% I I 114.2' ' i h v A, S 8524'00- E ?� I 194.36' I a I NIF ___ John J Kathleen ---- -------- Gorman,. PLOT PLAN - s86'28'16"W / , ' -7 °f 257 t : %�N/F 114 Peppercorn Lane Christopher D I certify that the foundation COtUit . Heci<scner shown hereon conforms to Barnstable Mass. NOTES: the setback requirements of the Zoning Bylaws of the DATE. 271NOV117 SCALE.1"=60' 1.) The structures shown were located on the ground town of e. 0 15 30 45 so 90 120FEET by conventional survey methods on (or between) 11AOF&'4 08/JUL/07 and 20/NOV/17. PREPARED FOR: RICHARD R. �M 2.) The property line information shown hereon was L`HEUREUX David G.. Muga� compiled from available record information. c `NO. 34312 - Sao '�• - 3.) This plan is not for recording and is not to be AN o�o 0 PREPARED BY: CapeSury used for construction layout or deed description 23 West Bay Rd, Suite G purposes. Osterville MA 02655 DWG #: C694_3G1cppl FIELD BY: WHK/ASK (508) 420-3994 / 420-3995fox • T U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY U� O National Flood Insurance Program TOW J ELEVATION CERTIFICATE OMB Control Number:1660-0008 Yl/N OF p�� IMPORTANT:FOLLOW THE INSTRUCTIONS ON PAGES 8-15 Expiration:11/30/2018 D Nft py,ptges of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. i SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name David G.Mugar Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC 114 Peppercorn Lane Number: City Barnstable(Cotuit) State MA lZipCode 02635 A3, Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Shown as Lot 32 on Land Court Plan 16194 O A4, Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat. 41°-35'-46.85" Long.70°-27'-09.90"Horizontal Datum: C NAD 1927 (k NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a)Square footage of crawlspace or enclosure(s) 1,580 sq ft a)Square footage of attached garage na sq ft b)Number of permanent flood openings in the b)Number of permanent flood openings crawlspace or enclosure(s)within 1.0 foot in the attached garage within 1.0 foot above adjacent grade 15 above adjacent grade na c)Total net area of flood openings in A8.b 1,920 sq in c)Total net area of flood openings in A9.b na sq in d) Engineered flood openings? (ZYes r.No d) Engineered flood openings? nYes ( No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name !B3.State Barnstable 250001 Barnstable MA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective! 68.- Flood Zone(s) B9.Base Flood Elevation(s) Revised Date (Zone AO,use base flood 0752 J July 16,2014 July 16,2014 AE depth 11 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89: (7,-FIS Profile (2,FIRM (`:Community Determined (,,Other/Source: B11.Indicate elevation datum used for BFE in Item 139: ( ;NGVD 1929 q1 NAVD 1988 (7 Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? C.Yes a.No Designation Date: (`;CBRS (,OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.Building elevations are based on: (`Construction Drawings' ("Building Under Construction' {R Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2.Elevations:Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30.AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: "M 28 SC" Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. C NGVD 1929 ()7rNAVD 1988 (7;Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 10. 1 (X>feet (,;meters b) Top of the next higher floor 13.1 (X feet (;meters c) Bottom of the lowest horizontal structural member(V Zones only) na ( 'feet (,meters d) Attached garage(top of slab) na (:feet (.meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 13•1 ?feet (.meters 9 Lowest adjacent(finished)grade next to building(LAG) 10.0 (-X feet ( meters g) Highest adjacent(finished)grade next to building(HAG) 10.9 Ot feet (:meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 10. 7 ()?,feet ( meters structural support FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 3 of 15 L ELEVATION CERTIFICATE,'page 2 OMB Control Number:16 Expiration:11130-00012D18 8 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 114 Peppercorn Lane City State Zip Code Company NAIC Barnstable(Cotuit) MA 02635 Number: SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.i certify that the information on this Certificate represents my best efforts to interpret the data available.!understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. Were latitude and longitude in Section A ❑Check here if attachments. provided by a licensed land surveyor? { ,Yes C No t%r�a�g&. Certifier's Name License Number Richard R LHeureux PLS LS 34312 RIC0A4 v Title Company Name CHEUOUX Owner CapeSury No.34422 Address City State i Zip Code / 23 West Bay Rd,Suite G Osterville MA 02655 Signature y� Date Telephone 28/JUN/19 (508)420-3994 Copy all pages of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) This is a revised Elevation Certificate due to changes in the landscaping around the house. Signature Date 28/JUN/19 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete- Sections A,B,and C.For Items El-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace, (` above or below the HAG.feet (�;meters ❑ ❑ or enclosure)is b)Top of bottom floor(including basement,crawlspace, ❑above or ❑below the LAG. (,%feet Cmeters or enclosure)is E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor(elevation C2.b in the diagrams)of the building is C.feet C'meters ❑above or F .below the HAG. E3.Attached garage(top of slab)is _ _ C>feet (`;meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is (:feet (:meters ❑above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? (`,Yes ('No (1,Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 4 of 15 r ELEVATION CERTIFICATE, page 3 OMB Control Number:1660-0008 Expiration:11/30/2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 114 Peppercorn Lane City State Zip Code Company NAIC Bamstable(Cotuit) MA 02635 Number: SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G 1. ❑The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer, or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. n The following information(Items G4-G10)is provided for community floodpiain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ^,New Construction (7 Substantial Improvement G8. Elevation of as-built lowest floor(including basement) (—feet C,meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building site: (';feet (;meters Datum G10.Community's design flood elevation: {`feet ( meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e),if applicable) j Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 5 of 15 r BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE page 5 Continuation Page OMB Control Number:1630/208 � p g g Expiration:11/ 00/8 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including A?t.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 114 Peppercorn Lane City State Zip Code Company NAIC Barnstable (Cotuit) MA 02635 Number: If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with:date taken;"Front Vieve'and"Rear View"and,if required,"Right Side View"and"Left Side View." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. Front(27/JUN/19) 3 � a , Aqb {. 71 � �.. k ay Rear(27/JUN/19) FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 7 of 15 SUSTAINABLE ENERGY ANALYTIC S 780 CMR 51./IECC 2015 Compliance Agreement August 28,2017 Town of Barnstable Building Department To Whom it may concern: Sustainable Energy Analytics has been retained to provide technical support,inspection,testing,and verification services required by the Massachusetts Residential Code-8th edition,780 CMR 51, IRC 2009,Amendment N1101.1: IECC 2015,for the permit applicant and project listed. Sustainable Energy Analytics has the necessary Home Energy Rating System(HERS)certifications and is in good standing with Residential Energy Services Network(RESNET). Permit Applicant: Grassi Design Group et al. Project Location: 114 Peppercorn Lane: Cotuit/Barnstable MA Compliance Methodology-Applicable Mandatory Requirements(Ref Section 401.2)Plus: - X_Traditional PRESCRIPTIVE 402.1 PERFORMANCE 406 (ERI HERS Rating, Energy Star,Passive House) _X_•402.1. Prescriptive Insulation and Fenestration _X_402.4.1.1 Air Barrier and Insulation Checklist,new work only(attached) _X_402.4.1.2 Mandatory Air Leakage,3 ACH,new work only(attached) _TBD_403.3.3 Duct Leakage Test,Mandatory 4%TL for PRESCRIPTIVE only(attached) _X_403.6_ Mandatory Ventilation System Test,new work only(attached) _NA_502/503 Additions and Renovations: Prescriptive requirements for new work. Fill Existing cavities exposed during construction 503.1.1.2 Cordially, f Jeffrey Rhodin Managing Director Sustainable Energy Analytics Inc. www.sea.us.com . 440 Totten '• • '• #201, Waitham, MA 02451 • i 1 i • SUSTAINABLE ENERGY ANALYTICS IECC 2015 R402.1 PRESCRIPTIVE Building Component Narrative Component Required Proposed Fenestration U Factor 0.30 or Lower Code or Better Skylight U Factor 0.55 or Lower NA Ceiling R Value R 49 or Code or Better R402.2.1 Exception, please describe Framed Wall R 20 or 13+5 Code or Better Mass Wall R 13/17. NA Floor R 30. Code or Better Basement&Crawlspace R 15/19 Code or Better Slab R 10,2 ft. NA All Attic Ducts R 8 NA Conditioned Space Duct Test Allowed Leakage 4%Total Leakage or Code or Better Exempt,please describe Building Infiltration [iACH Code or Better In accordance with Massachusetts 780 CMR 51(IECC 2015), I/we attest that the features/components described above will.be incorporated in the work: Project Address 114 Peppercorn.Lane Cotuit/Barnstable Builder Name Builder Telephone Signature. 440 Totten '• • Rd, Waltham, MA 02451 • • : 1 • SUSTAINABLE ENERGY ANALYTIC S AIR BARRIER AND INSULATION INSTALLATION CHECKLIST(Table.R402.4.1.1 IECC 2015) R=Rater;B=Builder;NA=Not Applicable Location: COMPONENT AIR BARRIER CRITERIA R/B/NA INSULATION INSTALLATION CRITERIA R/B/NA General A continuous air barrier shall be installed in the building Air-permeable insulation shall not be used as a sealing Requirements envelope. material. The exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. Ceiling/Attic The air barrier in any dropped ceiling/soffit shall be The insulation in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier aligned with the air barrier. shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be.sealed. Walls The junction of the foundation and sill plate shall be Cavities within comers and headers of frame walls shall sealed. be insulated by completely filling the cavity with a material having a thermal resistance of R-3 per inch minimum. The junction of the top plate and the top of exterior Exterior thermal envelope insulation for framed walls walls shall be sealed. shall be installed in substantial contact and continuous Knee walls shall be sealed. alignment with the air barrier. Windows, The space between window/door jambs and framing, Skylights and and skylights and framing shall be sealed.. Doors Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed.at any exposed edge of Floor framing cavity insulation shall be installed to above garage and insulation. maintain permanent contact with the underside of subfloor cantilevered decking,or floor framing cavity.insulation shall be floors) permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl Space Exposed earth in unvented crawl spaces shall be covered Where provided instead of floor insulation,insulation Walls with a Class I vapor retarder with overlapping joints shall be permanently attached to the crawlspace walls., taped. Shafts, Duct shafts,utility penetrations;and flue shafts opening Penetrations to exterior or unconditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage Air sealing shall be provided between the garage and Separation conditioned spaces. Recessed Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal Lighting envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. Plumbing and Batt insulation shall be cut neatly to fit around wiring and Wiring plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/Tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be Exterior Wall showers and tubs shall separate them from the showers insulated. and tubs. Electrical/Phone The air barrier shall be installed behind electrical or Box on Exterior communication boxes or air-sealed boxes shall Rater Name Walls installed.. HVAC Register HVAC register boots that penetrate building thermal Company Boots envelope shall be sealed to the subfloor or.drywall. Builder Rep Concealed When required to be sealed,concealed fire sprinklers Sprinklers shall only be sealed in a manner that is recommended by Rater Signature • Date the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. Contents from Table R402,4.1.1 in the 2015 International Energy Conservation Code,International Code Council SEA 170201 4 Militia Drive, Suite • Lexington, 02421 • • • 6528282 • 2015 IECC Building UA Compliance Property Organization HERS Guy Grassi Sustainable Energy Analytics Projected Rating 114 Peppercorn Lane 781-790-5718 8/24/2017 Barnstable,MX.02635 NW RatingNo:SEA04240P RaterlD: Weather:Barnstable AP,MA Builder 114 Peppercorn Ln Grassi Design Group. SEA04240P 114 Peppercorn Ln Barnstable.blg Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: 67.4 67.2 Skylights: 3.9 3.10 Above-Grade Walls: 133.9 129.8 Windows and Doors: 289.E 270:1 Floors Over Uncond Crawl Space: 57.1 56.8 Overall UA(Design must be equal or lower): 551.9 526.8 i Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check(per Section 403.3.1) PASSES Window U-Value and SHGC Check(per Section 402.5) PASSES Home infiltration(Section 402.4.1.2) PASSES c Duct Testing(Section 403.33) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box(2015 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code.based on a climate zone of 5A. (Section 402,international Energy Conservation Code, 2015 edition.) Name NW Signature r L__ Organization Sustainable Energy Analytics Date 29 u 2017 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. rk U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program ELEVATION CERTIFICATE OMB Control Number:1660-0008 IMPORTANT: FOLLOW THE INSTRUCTIONS ON-PAGES 8-15 Expiration: 11/30/2018 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's.Name David.G._Mugar Policy Number: A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC 114 Peppercorn Lane Number: City Barnstable(Cotuit) State MA Zip Code 02635 AlProperty Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Shown as Lot 32 on Land Court Plan 16194 O A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential M. Latitude/Longitude: Lat. 410-35'-46.85" Long.700-271-09.90" Horizontal Datum: NAD 1927 Qr NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is.being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a)Square footage of crawlspace or enclosure(s) 1,580 sq It a)Square footage of attached garage na sq ft b)Number of permanent flood openings in the b)Number of permanent flood openings--- crawlspace or enclosure(s)within 1.0 foot in the attached garage within 1.0 foot above adjacent grade 15 above adjacent grade na c)Total net area of flood openings in A8.b 1,920 sq in c)Total net area of flood openings in A9.b na sq in d) Engineered flood openings? (RiYes )No d) Engineered flood openings? Yes [ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3.State Barnstable 250001 Barnstable MA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) Revised Date (Zone AO,use base flood 0752 J July 16,2014 July 16,2014 AE depth 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: QFIS Profile FIRM QCommunity Determined (jOther/Source: - B11.Indicate elevation datum used for BFE in Item 69: Q NGVD 1929 R.,NAVD 1988 �Other/Source: B12. Is the building located in:a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? Yesr No Designation Date: tJCBRS ()OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: (Construction Drawings' QBuilding Under.Constructiort Q)Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2.Elevations:Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: "M 28 SC" Vertical Datum: -NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ('NGVD 1929 QS NAVD 1988 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 30. 1 Q}feet (J meters b) Top of the next higher floor 13.1 Ml feet t j meters c) Bottom of the lowest horizontal structural member(V Zones only) na Q feet meters d) Attached garage(top of slab) na (jfeet meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 13 . 1 ( feet meters f) Lowest adjacent(finished)grade next to building(LAG) 10 .5 &feet O meters g) Highest adjacent(finished)grade next to building(HAG) 10.7 feet Q meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 10. 7 Go feet Q meters FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 3 of 15 7 ELEVATION CERTIFICATE, page 2 OMB Control Number:1660-0008 Expiration: 11/30/2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. 114 Peppercorn Lane - Policy Number: City State Zip Code Company NAIC Barnstable(Cotuit) MA 02635 Number: SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information.1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.Were latitude and longitude in Section A ❑ Check here if attachments. provided by a licensed land surveyor? (X,Yes )No Certifier's Name License Number �`�tM OF elf Richard R LHeureuz PLS LS 34312 r Title RICHA R. M Company Name L'HE6 f,X Owner CapeSury NO. 4M a 0 Address, City State Zip Code q Qr 23 West Bay Rd,Suite G Osterville MA 02655 Signature Date Telephone 26/FEB/19 (508)420-3994 Copy all pages of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Signature Date 26/FEB/19 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B,and C. For Items El-E4, use natural grade, if available. Check the measurement used.In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace, feet Q meters ❑ above or E] below the HAG. or enclosure)is b)Top of bottom floor(including basement, crawlspace, tJfeet (^}meters ❑ above or ❑ below the LAG. or enclosure)is E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor(elevation C2.b in the diagrams)of the building is Q feet ()meters ❑ above or ❑ below the HAG. E3.Attached garage(top of slab)is feet tJ meters ❑ above or ❑ below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is C feet Q meters ❑ above or ❑ below the HAG. E5.Zone AO only:.lf no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? (j Yes )No (j Unknown. The local official must certify this information in Section G. SECTION F PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 4 of 15 ELEVATION CERTIFICATE, page 3 OMB Control Number:1660-0008 Expiration: 11/30/2018 IMPORTANT:In these spaces,copy the corresponding information from Section A.. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. 114 Peppercorn Lane Policy Number: City State Zip Code Company NAIC Barnstable(Cotuit) MA 02635 Number: SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone A0 G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued IG6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: (_)New Construction (j Substantial Improvement _ G8. Elevation of as-built lowest floor(including basement) of the building: Q feet (_)meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: (_)feet Qmeters Datum G10. Community's design flood elevation: Qfeet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 5 of 15 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE, page 5 Continuation Page OMB Control Number:1660-0008 Expiration: 11/30/2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building.Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 114 Peppercorn Lane City State Zip Code Company NAIC Barnstable (Cotuit) MA 02635 Number. If submitting more photographs than will.fit on the preceding page, affix the.additional photographs below. Identify all photographs with:date taken; "Front View"and"Rear View"'and, if required, "Right Side View"and"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. ok s. .4 ,8-.y�,.yy„�+1•.r•ia..._.. 'Y '..' . deb s '3. _ ..e+. . �a' '� ..`d., ,q:,. Front.(20/FEB/19) - Right Side(20/FEB/19) t' p was — ' A q w Back(20/FEB/19) Left(20/FEB/19) FEMA Form 086-0-33(7/15) Replaces all previous editions. J Page 7 of 15 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ��9 - Application # Health Division , 4Y Date IssuedQ Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address l i q ( 0, 1p2,/�do_ m.2� Village A d 3 Owner 7�V�C� c5 . /12h ti< Address &���T� �dx� 02,116 Telephone / Zb — l Permit Request wr a �<t G�n� ► Crc7/�I S ! -e Cti M. Square feet: 1st floor: existing proposed 2nd floor: existing proposed 113a Total new 2_644 Zoning District Flood Plain Groundwater Overlay 7 Project,Valuation Cam. Construction Type WGer) T—ra kVt e--- li Lot Size • gq Grandfathered: ❑Yes ❑ No. If yes, attach supporting documentation. Dwelling Type: Single Family'16 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes.,&No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ACrawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new ,3 Half: existing new Number of Bedrooms: existing t new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ".Oil ❑ Electric ❑Other Central Air Yes ❑ No Fireplaces: Existing New _� Existing wood/coal stove: ❑Yes''b No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ G Commercial ❑Yes ❑ No If yes, site plan review# O a Current Use Proposed Use OO 7 APPLICANT INFORMATION 7� (BUILDER OR HOMEOWNER) m NameFE!N� — Telephone Number 7 • 2-10 Address FO 6! ��� License# C SFA 06 36 PI .� Home Improvement Contractor# 2!,iQ3&?� Email �° �r. C / 11¢a�" Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE q1& ( } FOR OFFICIAL USE ONLY 4 AFIPLIGATION # DA�F ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER o � DATE OF INSPECTION: O v rl FOUNDATION I t'asre Fit FRAME 2 "�� OK INSULATION FIREPLACE FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDmYv) 08/09/201:7 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY 'AMEND, EXTEND OR ALTER THE-`COVERAGE AFFORDED'BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOTCONSTITUTE A CONTRACT BETWEEN THE ISSUING',INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,:AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate:holders an ADDITIONAL INSURED,:the policy(ies)'must be:endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the,policy,certain policies may require an endorsement:,A,Statement on this certificate does not confer rights to.the. certificate holder In lieu of such endorsement(s). PRODUCER CONTACT' NAME: Liz Dorr GERMANI INSURANCE AGENCY PHA"N (5os):.a2a-slsa_ 'FAX d_�Arc NO _E-MAIL ADORESS: G9 lit etmaniiriSurance.COrl'1 ADDR ____ 908 MAIN ST INSURER(S)AFFORDING COVERAG E � NAIC# O_STERVILLE MA 02655 INSURERA:,--AIM MUTUAL INS CO 33758 INSURED .. ^. •_—.. _�._� INSURERS: PETER D FIELD INSURERC:' PETER D FIELD BUILDING&RESTORATION INSURERO: ! P 0 BOX 16 INSURER E: _ ! COTUIT MA 62635 I"suRER'F: COVERAGES CERTIFICATE NUMBER: 181079 REVISION NUMBER`. THIS IS TO.CERTIFY THAT THE:P.OLICIES:OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,.TERM,OR CONDITION OF ANY CONTRACT OR OTHER'DOCUMENT WITH.RESPECT TO WHICH THIS CERTIFICATE`MAY BE ISSUED OR MAY PERTAIN,.THE.INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN.REDUCED:BY PAID CLAIMS. INSR OF INSURANCE ADDL SUBR �— POLICY EFF- POLICY EXP " DI POLICYNUMBER MMIDD= (MMfDD/YYYYl I LIMITS i COMMERCIAL GENERAL LIABILITY i EACH OCCURRENCE $ i D�nnAG€fCi€�tr3Y . CLAIMS-MADE OCCUR PREMISES_(Ea occurrence $ I ! ! MED EXP(Any one person$ . �. 'N/A. 1 .PERSONAL'&:ADV INJURY GEN•L AGGREGATE LIMIT-APPLIES PER: GENERAL AGGREGATE i$ - jPOLICY[7 JEr° :�LOC ! f PRODUCTS.-COMP/OPAGG_#$ 1 OTHER: $ AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT fEaaccRdent) $ _ ANY AUTO BODILY INJURY(Per person) $_ ALL OWNED ! SCHEDULED, AUTOS i AUTOS N/A BODILY INJURY(Per accident) $ f NON-OWNED, f. PROPERTY nAMRGE "I j HIRED AUTOS AUTOS #### r accident I UMBRELLALIAe OCCUR EACH OCCURRENCE $ i EXCESS LIAB cLAiMs-MRDEI ( NIA. !AGGREGATE $ DE` D�- RETENTION.$' ! $ WORKERS COMPENSATION PER r TH- AND EMPLOYERS'LIABILITY YIN IA NA, NIA j X STATUTE i ER ANYPROPRIETOR/PARTNER/EXECUTtVE I 3 Ea:EACHACCIDENT $ 1'00,000 A. OFFICER/MEMBEREXCLUDED? N AWG4007023784201.7A . f WIW017 0.5T16l2018 ---- (Mandatory inNH) I ! I It yes.describe E.L>DISEASE-EA EMPLOYEE-.$ 100,000. I — CESCRIPTION'under OF OPERATIONS below ( E.L.DISEASE-POLICY LIMIT $ 500,000 N/A i DESCRIPTION OF OPERATIONS!LOCA710N5t VEHICLES(ACOR0101,Additional Remarks Schedule be attached.If more.space is,reauired) Workers'Compensation benefits will be paid to Massachusetts.employees only..Pursuant to Endorsement WC 20 03.06 B,no authorization is given to pay claims for benefits:to employees in states other than Massachusetts iFahe insured hires,or has hired those employees outside of,-Massachusetts. This certificate of insurance:shows the_policy in force on the date that--this certificate was issued`(uniess the.expiration date on he above policy precedes the slue date of-this certificate of insurance). The status of this coverage can be monitored'daily by accessing the Proof of Coverage-Coverage Verification!Search.tool at www.mass.gov/lwd/workers-compensat,lon/investigationst Sole proprietor has'notelected coverage.. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIESBE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Peter D FieldACCORDANCE WITH THE POLICY PROVISIONS'., PO BOX.16 AUTHORIZED REPRESENTATIVE • r Cotuit MA 02635 Darnel M Crowley,GPCU,Vice President Residual Market-WCRiBMA ©1988-2014 ACORD CORPORATION. All rights reserved. .ACORD 25(2014/01) The AC.ORID name and logo are-registered marks of ACORD r Cornrnonweaith of Massachusetts € Division of Professional Licensure Board of Building Regulations and Standards Consfructio'4V r,l & 2 Family CSFA-0*65638 19 ' DETER D F1E@D _ PO Box tG t � COTUIT Ps+IA ®265 g films t Comrnissioner Office of Consumer Affairs and B iness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02115 Home Improvement Co6tractor Registration _, µ t` 20362 Registration: �:1 Type: . DBA -- Expiration: 11130/2017 Tr# 272887 PETER FIELD BUILDING & RESTOR PETER FIELD I ' P. O. BOX.16 1 �i - COTUIT, MA 02635 � ,rtipdate Address.and return card.Mark reason for change. . 1-1 Address U Renewal ❑ Employment Lost Card SCA 1 0 20M-05111 �!'`�l'4�/. tliyl.Ll1.f .0 CJ/ i' / {ztl6C�14 — .Offise of t flnsulder df airs {BaSie s Rep a�on License or registratioa'Valid for individul use only -- HOME IMPROVEMENT CONTRACTOR before the expiration"date. If found return to: egistration: r1;20362 Type: 'Office of Consumer Affairs and Business Regulation . Expiration 1tjlp- 2017 DBA.� 10 Pant Flaza-Suite 5.170� Boston,MA 02116, PETEIELD BUILDMG ESTTION - �� PETER FIELD4 t*f; 857 MAIN ST. u `1 A-Y, GOTUtT,ARIA 02635 s 4 -. Undersecreeary: Not valid without signature Town of Barnstable Building Department.Services s s ` EARNSTUaX Mnsa. Brian Florence, CBO 6 Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If UsWg A Builder r. DAV I o Cr. M V6*f, , as Owner of the subject property hereby authorize hElER b• Fl ELP to act on my behalf in all matters relative to work authorized by this building permit application for: PEP PEAC-01 + LAPIS _ co-r lT (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Si e of Applicant MVib 6- Mum Print Name Print Name UG.-2,, Zo 11 " Date Q:FORMS:OWNERPERMISSIONPOOLS Rev:OVI G17 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner - 200 Main Street, Hyannis,MA 02601 HARIWABIX KASIL www.town.barnstable.ma.us s6;q. Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures.. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildingpermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable BuildingDepartment minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner i Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner actin as Supervisor is P g P P g P ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as"part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 The Comn:orM=M rO,f massackucros TTepwtffew cr fl strid Acrderrts $0.0 Washfitoon,SY eet Bostasz,M.02HI >'vWMmMMgOr1W7a Work.ers' Con3peIIS3tiIIInmranceAffnL-rvit BffildeIm/CoIItrACt6r /Elec&irians immb rs Applicant TIIf EOII Please Prm -i- Ub2,�l�IV Adar FD ODx l,6 civ � �� D�3s SDg .56 -/e Are}roII an tnsiglayer?heck the ap priate btr= ' Type of project(required)- AI am a employer v&h. y 4. ❑I am a genual conimctar and I employees(fish.atinlfor Par�lime)- * have hin dthe caa�actars ❑New constt 2.0 I am a sole propdeJa r or partner- lis�d On the attached ShWL 7. 0 ReuiodeHng slip and have no employees Them snb-c�ars have 8..❑Demolition woddng forma in any capacity_ employees andbave wodote �. El BFuil�addition INQ 'comp_isrvx a Comp.ils3rarsrp I 5. ❑ We am a cmpom is n and its 10-❑Elecrical rqmirs or additiom officers have exercised 3.El am a homeowner doing all work. 1 L❑Plumbing repairs or additions ' myself LNo woskem riot t r�ewe have no I')—El Roafrepaiis. ifm ' m ante r ]t c.M§ l estployees.[NOWatj=, �-❑f?ilrer comp.insormce required-] ;nap ffiatdbedm box#ltestalsoSIIouttesettiaabelvw &drwodtem�®pEnMffiu Policy inaMM8 ML .snb®it ffir.ETRd2vA'�they atetioin.-zUwc*s il.9m}ire oatsidecaffrtM ct mbmitanewaffidavQ mdicstmg such- 2Caaatzacto�s$�stdI'e�tlasbcacmmtattadn�m[adrtitiaaaisireetsboo:iegtbPnameaftbesolt•camdnaJnsa.�telstatewlsetl�oraatthnseelis�e employees.7fthe�haceempIos,tfie}'amstF� ' P•PFa�� lam an ersepar heal is prauidri�g warders'cotrrpensatirxrt iasriratics for ircy earpFoj�eas Be&isv is the paiicy and jQb rile ircforrrsatraa . Ins=mceCampanyNatae: Paficp or Self- Lic_ t l'�GTLb�DZ�77� �17 l�- Expirafi=D2de Job SibeA&n l t J� f ��?1l/ / f C.ityJState� /7—�lf4 0�3� Attach a copy of the workers'arrnpensatioa policg-dedaration page(showing f to poficy number and expiation date:). Faibmr to secure coverage as required under SeLtion 25A of MGL c.157-can lead to the imposition of criminal penalties of a fine up to$UOD 00 and/or arse-gearimpfismnnenk as we11 as civil penalties is the fare of a STOP WORK OMI Rand a flate of up to$250-00 a day against the violator. Be advised that a copy of tbk shtemeut maybe fozwarded to the(Office of Immsfigations of*a DIA far fi=aE mca coven - cation Fdo ifazby comfy ` rp that the mf bramlian pcntided a is is bare and correct Sirnatnre- z,/- Date Phone t 22 /1e7 2-(M t4,{jr d um 4"9y. Do stat arrke in dais area t{r be ctrmp&ed by cdy artown afrcrat City or Tawn.: PermitfLicense 9 Inaing Anlharity(drde one): L Board of Health 2.I mIding Deparlsnent 3.Citpt£own C1e k 4.Electrical Inspector S.Phunbing rnspector 6.Other Coact Person: Phone#: - 6 ormation and Instructions atas~� G&=-Ed Laws ffiapt=M'=q=-,m an=ploy=to provide wozia&=Mp=sa:iQn for fbeir+=rPIoyeM Parsua -�ibis statufe,an MMP&gy=is definedagymntractofhfiv, express or bmPHed,oral or wzif tee." An eznpkyer is defined as ran ir& dnal,partae�,ass=lion,a.npmmf=or of m legal may,or my twn or In= of the:a—egoiag is a joint Mtxp¢ise;and inclndmg fhe legal=pe=mt iY=of a deceased employer,or fire receiver or fragtee of an bffNiCTUA parfneaship,associafinn or other Iegal.=Jfty,enPloying employees- However-fhe owner of a dweIIing house having not more tban.three apartments and who resides f6ie cic6 or the occapant offl= - dw Zing house of anof1w who employs pew to do maw, or repair work an,such dwelling house or on the grotmds cr bmldmg appurteaizat thereto sbaH not because of ranch emplaym.eat be deemed fn be an employer." MCsL cbapfnr 152,§25C(6)also stdrs that'every safe or local licensing agency shall withhold$ire issaance ar renewal of a license or permit to operate a.business or to contract buildings in the commDum2lth for aag applicantw•ho has notproduced acceptable evidence of compliiancewith the T Lva-An mcovexageregmir -" AdahonaIb,MGL chapter L52,§25C(7)stairs mNmdher the _awmn nor gay ofits political subdivisions shall enter into any cantra ct for the p ee of l u lio wotic mIff acceptable evidence of ccjnpliancewith the ice.. regzirmlients of this cbaj t have beers presented to the Contracting arifhauty." Applicants ' Please fal out fine worj='compensation affidavit completely,by chmld g the boxes that apply to your situation and,if necessar7,amply s)name(s), addresses)and phonennmber(s) along withtheir c atifrc e{s)of m=ance_ Limited Liability Companies(LLC)or I=tied Liability Pmt=sIjps(LLP)with no employees oih er flIan the members or partners,are not rbgtm-ed to cagy workers'c:mzpeasatiaa fisur;mce If an LLC or LLP does have employees,a policy is regc imd. Be advised that this aff da:yh maybe snbmhted to the Deportment of Industrial Accidents for conf=adon of insurance coverage Also be sure to sign and dafE the afmdavit. The affidavit should be-retnuied,to the city or town that fhe application for the permit or license is being requested,not the Department of RKkS apj A.c:aid :bL q=Xyo-a have any gnrsllons zegardmg the law or ifyou are req iced to obtain a worms' compensation policy,please can the Deparfm eut at flie nambcr listed beIDW Self-fiMUrd companies sb onId enter tliea self-insmance lic©ose number on fhe appQopaafe Line. City or Town Officials f _ Please be sore fiiat the affidavit is complete and pririted legibly. The Department has provided a space at the bottom ofthe affida4itfior you to fffi out in the evf mt the(7ftice ofluvestigatinns hirs to co�ctyoaregardmgtbe ap�Iicant Please be see to fill in the pen�iillicense number which will be used as a mfr=co ruinber. Iu addition, an applicant that must submit multiple pennitrlicense applitations many&enycar,need only submit one affidavit mdicatmg emarnt policy i r. rmation.(if necssary)and under"lob She per"the applicant shoo d wrhe"all locations in (cd-y or town)."A copy of the-affidavit that has been officially stamped or marked by the city or town may be provided to fhe applicant as proof that a valid affidavit is on fife for fpdra a"pmmifs or liee:ose& A new affidavit must be filled out each year_Where a home owner or citizen is obtaining a limmse or permit notrelafEd to any bnsmesc or commercial Y=xt= (i-e. a dog license or permit to bmm leaves etc.)said person is NOT rued to=33PIein this affidavit The Office of Inds would Iike to f mk you ia advance for you:cooperation and should you.have any question. please.do not hesifafE to give us a calL The Deparimenfs address,iolePhone and fax ntmm . Deparfmmtc&�AoDidentg �Q 11�fA Ems],I I Te L: 617-727-49W ct 4€6 or I-9 MA.SAFB Fa#E17`27 7M Devise¢.4-24-07 g�gfdia *SEAL OF TyF* &i+ V��4 CI ire �lr ��i * COTUIT + Water Pepartment * FIRE DISTRICT 90op� 1926 ,9,° 4300 FALMOUTH ROAD, P.O. BOX 451 CFO JUL, COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 September 12, 2017 Mr. David Mugar 222 Berkley Street Boston, MA 02116-3748 RE: 114 Peppercorn Lane Dear Mr. Mugar, The water was turned off at the street and the meter was disconnected and removed from the pit at 114 Peppercorn Lane on Tuesday, September 12, 2017. Sincerely, Ci'w"Lo U� Chris Wiseman Superintendent I r nationalgrid September 20,2017 Natalie Spence 114 Peppercorn Ln. Cotuit To Whom It May`Concern ; RE: 114 Peppercorn Ln, This letter is to confirm that National Grid has verified;there is no gas,service at the address above.`i can be rea ed directly at 508-760-7484 should there be any,further questions 7,:.:; Patti Weldon nationalgrid Sr. Sales Rep.—Complex Gas Connections " 127 White's Path S.Yarmouth,MA. 02664 508-760-7484 desk 508400-5051; cell 508-394-1109-fax .patricii.weldonf national id.cop. : "o, ' ir. ,Do, ai Y F -ne�k;wv. UP� l �' .wh ���"" �. .A' r -axd- .�,� .inn,'.�• ..fir +° � '4. �.. Ji ,ice a 'EVER - . 22 O ski q : € € x mm 1kc pow ft v r y 3 Yak 3 J I II -. f D SDI n n Effective Date: September 14th, 2017 r 'F Western SuretyCompany G LICENSE AND PERMIT BOND KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 63350032 Thatwejeter Field DBA Peter Field Building & Restoration r r of Cotuit State of Massachusetts as Principal, and WESTERN SURETY COMPANY,a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of Five Thousand and 00/100 DOLLARS ($5, 000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Opening by the Obligee. NOW THEREFORE, if the Principal shall faithfully.perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until September 14th 2018 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thi rya�PJ%,,,days from the mailing of said notice, this bond shall ipso facto terminate and the Surety sha ''th,.bVeupon b,°' elieved from an liability for an acts or omissions of the Principal subsequent to said Y Y Y p 9 dale °R > s o `�the number of years this bond shall continue in force, the number of claims made aga nst this boii4b-A fihhe number of premiums which shall be payable or paid, the Surety's total limit of lia l y shall not bd& iulative from year to year or period to period, and in no event shall the Surety's total liAdbili�ty ix a 1 40aim1§ exceed the amount set forth above. Any revision of the bond amount shall not be p cu ive " ep Dated"f 14th day of September 2017 n Peter Field B i 'n Restor r Principal r Principal WEST; SURE COMPANY B u r Y Paul T.Br flat,Vice President r Form 532-12-2015 r r r L ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 14th day of September 2017 ,before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the.name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. �y�ahhS�sShhy�ah�,�syShS s�sh�ihh{ s M. BENT s s SEAL NOTARY PUBLIC EAS L s s SOUTH DAKOTA s Notary Public—South Dakota s s +hh5'�yyhhy4yhhhShysyyyhh My Commission Expires March 2y 2020 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) � COUNTY OF On this day of before me personally appeared known to me to be the individual—described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public E ~ U CSW 1 A q oCQ � o Z i o W Z a o ° O Cd Western SuretyCompany POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska; Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make, constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Street Opening Town of Barnstable bond'with bond number 63350032 for Peter Field DBA Peter Field Building & Restoration as Principal in the penalty amount not to exceed: $ 5,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 14 th day of September 2017 ATTEST WESTE N / U R E T>7 COMPANY By G✓� L.Nelson,Assistant Secretary Paul T Bruflat,Vice President ��y6339bfl993ea�69p3 STATE OF SOUTH DAKOTA 'k ss COUNTY OF MINNEHAHA %r On this 14th day of September 2017 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. +hyhhhyhy555hy5y5hyhhyhhh+ s I MOHR s PMUTH TARY PUBLIC S AE L s DAKOTA�ys Notary Public �yyyyyyyyyyyyyyyyyyyyyyy+ My Commission Expires June 23, 2021 To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 �O E 161 ;.:5 ZYZSx6NV PLAN OF LAND IN BARNSTABLE Baxter 6 Nye Inc., Surveyors June 23,1992 s • dk 13 CA_e�a(s 45 ttSS 4'R . _ E4 A 56• �57 <i a ' 1dk tt ` r.A •dd t tee. CA 1� 34 r. da t--E6 .3.r7 cs y `'^eh 15�•00 dA rn gg v. dR re • f's 22 Subdivision of Lot 20 and Lot 27 Shawn on Plan 16194—L and 16194—M Filed with Cert, of Title No. 423eS and 42368 Registry District of Barnstable County Sewrete cereirieetes of title map be issued for lend shvtrt hereon eg G414;a?@.tJtG2VSh_YS—___— _ avr ar J+er'!or nJ.o 8/the awt fJJw ra L.tND f,�GISTRAT2'tAV t�FICE t�--•l• Oct. 7,1902 Oct_7,1982 �� det•. RvJr or We CJm 100 foof to we!xe-- LoaJ!A.AbwL t1Wjmw far owe SA"ST 1?9 ' E E AFFIDAVIT 1,Maurice Heckscher,11,on oath depose and say that: 1. My wife,Donna S.Heckscher,and I granted an easement to John J.Gormauy,Jr.,also known as John J.Gormany,and Kathleen T.Gormalig by instrument recorded with the Barnstable County Registry of Reeds Land Registration Section as Document No. 1,016,038 (the"Easement"),which said Easement presently encumbers our property shown as LOT 32 on Land Court Plan No.16194-0(the"Servient Estate"). 2. We are in the process of selling the Servient Estate to our neat door neighbor,Mr. David G.Mugar and Mr.Mugar bar.inquired about the nature and extent of the Easement. 3. There is attached to and made a part of the Easement an"Easement Sketch"which shows an"Easement Area" extending 257 feet;more or less,from the Northwest corner of LOT 33(the"Dominant Estate"),nova owned by Kathleen T.Gormally,in a Westerly direction to Poponesset Bay and 45.00 feet in width at the Westerly sideline of the Dominant Estate. Y 4. Attached hereto is a series of"e-mars",one from Mr.Gormallys lawyer to him,an e-mail forwarding the lawyees e-mail to me, my email to Mr. Gormally, Mr. Gormally's reponse, my email. to Mr. Go—ally regarding my agreement with Mr. Mugar and Mr. Gormallys response that"I am not inclined to change the language of the easement I think it is fine the way it is." B. As may be gleaned from the above e-marls,it was our intent to give a limited easement over our land wholly and only within.a 45 foot wide strip of land along the southerly sideline of the Servient Estate to the Gormallys and within which the Gormally`s would establish an 8 foot wide pathway to give them access to and use of the waterfront only within the 45 foot wide strip and not to camp out on our beach outside ofthe 45 foot wide strip or to store boats thereon 6. As can be seen from Mr.Gormallys email response to me, he thought he was purchasing only a 40(sic)foot wide easement to locate a 8 foot path in and store a kayak or two and access to the shore. 7. It was our intent to grant to the Gormallys a limited,non-exclusive right to use only that portion of the Swvient Estate located within the "Easement Area" shown on the "Easement Sketch"attached to the Easement and it is and was our understanding that the. Gormallys also believed and intended that the easement granted to them and the rights to the use of the Servient Estate contained therein were limited to the use of the said forty-five foot wide strip. (Page two of affidavit of Maurice Heckscher,II) Mmcated under the pains and penalties of perjury this Z day of May MAURICE HECKSCHER,H COMMONWMTH OF MASSACHUSETTS County of Barnstable May -F-7 2009 Then personally appeared the above named Maurice HecImcher,Il and made oath that the foregoing statements are true before me, Notary Public My Comm Exp: OOMMONVVFA TH OF PENNSYLVANIA NOTARIAL SEAL KATHLEEN A.PACK,Notary Public Upper Merion Twp.,Montgomery County My Commission Expires January 22,2013 _...__................................_.... Zi.�.ti..4.Milroy@comcast.net Page 1 of 4 SmartZone Communications Center Collaboration Suite bldlroy@comricast.net FW: Gormaliy second thoughts Friday,May 08,2009,11:02:23 AM From: richard@morsenewell.com a To: bkilroy@comcast.net Richard P.Morse Jr. . Morse&Newell 161 Main St. Yarmouth Port,MA 02675 tel.508-362-1144 . fax.508-362-1106 From:Maurice Heckscher[maitto:mheckscher@comcast.netl , Sent:Thursday,May 07,2009 5.22 PM To:Richard Morse Subject Gormaliy second thoughts What do you think? Maurice Heckscher 425 Glen Arbor/Suite 200 King of Prussia,PA 19406 610-337.4657 Begin forwarded message: From:Gormaliy<4ormativftccmcastnet> Date:May 7,2009 5:19:11 PM EDT To:Maurice Heckscher<mheckscher8comcag.net- Go:John Gormally<gormallytElcomcast riet> Subject:Re:Drafttwhat do you think? I am having a hectic day.Sorry if I was short"I will call you tomorrow.I would not want you to lose the sale. John Gormally Sent from my iPhone so,expect typos On May 7,2009,at 4:07 PM,Maurice Heckscher<mheckscher@comcast.net>wrote: Please call me. Maurice Heckscher 425 Glen Arbor/Suite 200 King of Prussia,PA 19406 610-337-4657 http://sz0017.wc.mail.comcast.net/zirnbra/mail 5/8/2009 .°bkilroy@comcast.net Page 2 of On May 7,2009,at 3:52 PM,John Gormally wrote: Maurice: I am not inclined to change the language of the easement.I think it is fine the way it is, - John Gormally,President/Owner ABC40-WGGB FOX 6-Springfield BusinessWest Magazine 1300 Liberty Street Springfield,MA 01104 413-637-4241 gormally corncast.net - On May 7,2009,at 3:48 PM,Maurice Heckscher wrote: i Hi John, I have reached an agreement with Mugar regarding the easement that should be acceptable to all of us. I am happy to report that he will accept the width of the easement and the path as is(t know he can't contest it,but he could back out of buying my property or lower his bid and he is not doing that,thank goodness). However,he and I both feel that the language of part of the easement needs tightening up as it does not represent-what you and I had in mind when we put it together. Here is what I suggest and it agrees exactly with your email below... .. . the easement width(45 feet)will define the width of the beach/shore rights and the storage of boats will be limited to not more than two boats owned by the easement holder. Further,naturally,all activity within the easement area will be compliant with al zoning,building and environmental laws. I hope this is ok with you and look forward to hearing from you quickly so I can complete the P&S with Mugar.Naturally,I will pay for the fees involved in getting the easement verbiage modified. Maurice Maurice Heckscher 425 Glen Arbor/Suite 200 tGng of Prussia,PA 19406 610-337-4657 On Apr 30,2009,at 6:32 PM,mrmally. comeast.net wrote: http://szOO17.wc.mail.comcast.net/zinibra/mail 5/8/2009 Zi.tL._.a,blalsoy@comcast.net Page 3 of 4 Maurice: Don't shoot the messenger..I am just passing along his take. I can't see what issue if any Mugar will have.We spoke the other day at length and I congratulated him on his purchase. He didn't bring up the issue. What I thought t was buying was a 40 foot wide easement to locate a 8-foot path in and store a kyake or two, and access to the shore.That's all I intend to do. Did you have a different take. ' How is the hunt going? John —Original Message— From: "Maurice Heckscher'<mheckscher@comcast,net> To:"John Gormally"< rma11 @comcast.net> Sent:Thursday,April 30,2009 6:16:37 PM GMT-05:00 US/Canada Eastern Subject: Re: Easement John, is it your intention to walk to the end of your path and then through the reeds and camp out on our beach? . . ..to store boats? Obviously this is not what you and I had in mind when we shock hands. That is why I did not involve an attorney(my bad), I never thought we would have to sell the property so it was a moot point to me.This is the problem with getting lawyers involved. Please respond. Maurice Maurice Heckscher 425 Glen Arbor/Suite 200 King of Prussia,PA 19406 610-337-4657 On Apr 30,2009, at 5:33 PM, John Gormally wrote: I just received this from my lawyer. I hope it helps. John Gormally,President/Owner ABC40-WGGB FOX 6-Springfield BusinessWest Magazine 1300 Liberty Street Springfield,MA 01104 413-537-4241 http://sz0017.wc.mail.comcast.net/zinibra/mail 5/8/2009 _nbra:blalroy@comcast.net Page 4 of 4 gormaily@com cast.net Begin forwarded message: From:Alan Seewald<ASO-sisamherst.com> Date:April 30,2009 5:23:32 PM EDT To:John Gormaity<pormallyAcom cast.net> Subject:Easement John- I have reviewed the easement granted by Maurice Heckscher 11 and Donna S,Heckscher. While the language of the Grant of Easement Is not without its ambiguities,here is how I interpret that language: + The easement area is 45 feet In width extending from the westerly line of your lot to the westerly line of the Heckshers' lot,which is referenced as"Poponesset Bay_' + Within that easement area,you have the right to clear and maintain a path up to 8 feet in width. The right to pass and repass to the Bay is within that 8 foot path, + The easement also allows you to store,launch and retrieve boats_In my opinion,the storage of boats may take place outside the 8 foot path so long as it is within the 45 foot easement area. s The right to use the beach at the end of the easement is not expressly limited in width. In my opinion,your right to use the beach includes all of the beach owned by the Heckschers. You may have other rights under statutory or case law with' regard to the use of land areas adjacent to tidal waters. Let me know if you need anything further in this regard. 'Alan Seewald Seewald,Jankowsid&Spencer,P.C. Five East Pleasant Street Amherst,Massachusetts 01002 Telephone(413)549-0041 Facsimile (413)549-3818 Email ASOSJSAmherst.com http://szOO17.wc.mail.comeast.net/zinibra./mail 5/8/2009 Ooc a 1.d!6.fT38 10-17-26tC5 11=38 ` BARNSTABLE LAND COURT REGISTRY CFANTOFFASKM NT We,Maurice Heckscher EL and Donna S.Hwimcher bath of 114 Peppercorn Lane,Cotttit,Mr s.(COffectively"Granter')for oonsideration paid in furl of one (SI.00)dollar do hereby great to John T.Gorr aUy,Jr.,and Kathleen T.Goat zHy,both of 38 San So=Ihive,South Hadley,bfsamclmsstts,(collectively,"Grantee"). r A perpetual,non-calusive easement over Lot 32 on Land Court Plan y 16194-0 as more partiarlarly shown on a sketch plan to be recorded with. The easement shall be aver that portion of said Lot which abuts Lot 34 on said Plan, consisting of a way of approximately 257 feet extending from the Grantee's westerly lot I me to the Grr t or's westerly lot fine(Poponesset Bay)in an east west direction with a path width not to exceed eight(8)feet in said east area.Said casement shall be a perpetual and a neon-cwhLive moment to use said way to water to store,launch and retrieve boats and to use the beach at the end of the way on Poponesset Bay,i nchsding Ywithout limitations the right to pass and re-pass said area on foot,and maintain said path as needed. This easement shall be appcutmant to the Grantee's property shown as Lot 33 ion Certificate of Title ISM2. The way in which the aforesaid right and easement is granted is conveyed subject to the right ber+eby expressly reserved by Gravtor to continue to enjoy the use of said lased area ibr all purposes not adverse to the right herein granted to the Grantee. For Grantor's Title see certificate of True No,�114 Peppercorn Lane, Cotuit,MA For Grantee's True see Certificate of Title No.158262120 Peppercorn Lane, Cotuit, • Manna S.H COMMONWFALTHof bCA.SSACHUSEM BARNSTABLE,SS. On this,q4, day of M0 befbm me,the undmigned notary pubfic. Ply appeared MAURICE FIIWESCHER B,and proved to the through satisfy ovidww of idt tdcatic4 which was a driver's Remise,to be the pav nr whose name is sign d on the preceding or attached and a*owledged to ma that he signed it voluntarily for as slat dpurpose. T i: s Notary Public ��� •s .a My Commission expires: NOTARIAL SEAL JURY PERSING,Notary Public Plymouth Twp.,hda tgamery County M Csxttmtssron Ems Apfi[fi,2�106 COMMO BARNSTABM SS. E?a this,dap of`��7"-T'-2005,before me,the u�etsigned ncrtaty puhlrc, personally appeared DONNA S.IIACFMC MRE and proved to me tbroogh spry cvix e o£ide on,which was a driver's iicrosc,to be the perso d whose mate is signed on the preceding or attached doccoment,and acknowledged to me thst"E� n votamdarily fob its stated purpose. Yublic expires: NOTARIAL JURY PERSING.49ot2ry Public P.timouth:Two.Mont Gou* J My Comrmssion Expiros,Rpn(5.' jf. yy ryu I' rd li 9t w Iv Q era C 'w l m t ly 4 C!G IiR w ,e► a N ow r Ao# M 1 1 CD a brtv (u til j` •t � h N � . � � ^:.•+4'.� _fin g � � � � A E .a r• , 1 1 Land Court Certificate -Search Results Page 1 of. 1 BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F.MEADS,REGISTER Land Court by Certificate# Search Certificate#:185657 <Previous Show Print Cart Print Listing Certificate Listing Doc.No,1,114,895 Ctf.No.188657 TRANSFER CERTIFICATE OF TITLE From Certificate No,157277,Originally Registered April 13,2000' in the Registry District of Bamstable County. IS IS TO CERTIFY that DAVID G MUGAR,of 222 Berkley Street,Boston,Massachusetts 02116, t the owner(s)in fee simple, of that land situated in BARNSTABLE In the county of Barnstable and the Commonwealth of Massachusetts,described as follows: - LOT 32 PLAN 16194-0 And it Is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws,and that the title of said owner(s)to said land is registered under said Chapter,subject,however,to any of the encumbrances mentioned in Section forty-six of said Chapter,which may be subsisting,and to any and all public rights legally existing in and over the same below mean high water mark in Poponsset Bay. WITNESS KARYN F.SCHEIER,Chief Justice of the Land Court at Barnstable,in said j County of Barnstable, the twenty-ninth day of May in the year two thousand and nine at 12 o'clock and 40 minutes Attest,with the Seal of said Court, )OHN F.MEADE,Assistant Recorder. Land Court Case No.16194 <Previous Show Print Cart Print Listing t https://search.bamstabledeeds.org/ALIS/WW400R.HTM?WSIQ... 8/28/2017 Land Court Index by Ctf# -Search Results Pagel of 2 BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F.MEADE,REGISTER Land Court List by Certificate# Search Certificate*:188657 Database searched:Land Record Gtor/Gtee Index thru Aug28,2017 1 1,328,467 <Previous Neatly Shay Print Cart _ Doc Type Description Certificate Town Doc Date Document# # Rec DatelTime t 05-29- DEED 32 16194-0 188657 Barnstable 20 9 @ �ti:€ � 12:40 1114895-1:188657 02-10- •1938 4� E NOTICE SEE DECREEBams�ble02-102-11- 10029-2 �` . 1936 11:30 09-09- 1932 NOTICE STIPULATION Barnstabte02-11- 10030-1 1938 @ 11:30 �12-07- - 1937 � NOTICE Barnstable02-11- 10031-1 L'STIPULATION 1938 @ € ° 11:30 01-04- EASEMENT/REGISTERED GIELLIATT LYN Barnstable019 07- 17567-1 , LAND SEE DOC 1946 @ 11:15 10-07- 1980 ��.'-.[ RESTRICTION WETLANDS SEE Barnstabie09-11- 286071-1 DOC 1981 ME g •11:06 10-23- EASEMENT/REGISTERED 1981 PTNPEPPERCORN Barnstable 10526- 287969-2 LAND LANE 1981 @ - 3.40 COMMONWEALTH 06-25 EASEMENT/REGISTERED ELECTRIC 198e" } LAND COMPANY(&0}. Barnstable07-12- 297019-1 Tj SEE DOC 1 @ . 12:5 az 09-30- EASEMENT/REGISTEREQ a 82 LAND PTN PEPPERCORN' Barnstable10-08- 300517-2 � LANE 1982 rut WIZY 10:20 09-30- 19B2 NOTICE RS ES&RTS Barnstable 11-02- 301510-2 1962 @ 2:06 09-30- EASEMENT/REGISTERED 1982 p Ea LAND PTN PEPPERCORN Barnstablel1-22- 302335-1 ` € LANE 1982 @ 10:50 BARNSTABLE OS-28- 1.985 CONSERVATION 06-0 U ORDER COMMISSION Bamstab1e1985 364178-1 si B ; 1:00 20 16194-L (i 00 CERTIFICATE OF Barnstable05-17- 528431-1 f COMPLIANCE 364178-1 1991 E 05-31- https://search.banistabledeeds.org/ALIS/W W400R.HTM?W 9CT... 8/28/2017 .Land Court Index by Ctf 9 -Search Results Page 2 of 2 1991 @ 3:57 07-29- 1993 08-0 Lti f NOTICE RIGHT Barnstable 08-04- 569532 2 : 1993 Cw 9:12 " 22 16194-L 26 16194-M 32 33 34&35 16194-0 MAURICE 12-17- HECKSCHER II 1999 [c; [C_T NOTICE (&0) 8amstable04-13- 797362-2 ! l Lc l RTS RS& 2000 @ RESERVE 9:19 09.26- EASEMENTfREGISTEREQGORMALLY(&0) Bamstable10-17- '1016038-1 c_E LAND 32&33 16194-0 2005 11:36 05-19-2009 ( E AMENDMENT RS 797,362 Barnstable 200 9 1114844-2 a 2009 @ 12:40 06-08- 2009 ;a CERTIFICATE OF MUNICIPAL LIEN SEE DOC Barnstabie06-li- 1116072-1 2009 @ 12:53 BARNSfABLE 12-30 TOWN OF 2009 xp ORDER (CONSERVATION) Barnstable01-07- 1131887-1 2010 @ 32 16194-0 2r42 ' 01-13- DAVID T 2012 LI i I. POWER OF ATTORNEY MITED SEE SEE Bamstable05-16- 1i91623-1 ��r DOC 2012 @ 8:31 02-23- RBS CITIZENS 2012 MORTGAGEE NA Bamstab€e05-16 11_91624-1 , 32 16194-0 2012 @ 8:31 The East matching entry is displayed <Previous Next1> Show Print Cart HOW TO USE THIS PAGE o see an abstract of the next Sequentiat certificate,click on Next>. To see the previous panel displayed,dick on-Previous. To view a certificate,click on the document icon with"CTF". o view an abstract click on the document icon with"ASS". o view an image,click on the document icon with'DOC". Please note that if the icon"DOC"is not shown,that means the document image is not available. This may not be a complete listing of all encumbrances for the certificate you are researching.Older certificates maybe encumbered by documents not indexed in the computer(the encumbrance may pre-date the computerized entry of documents)and newer certificates may have not yet been updated to reflect encumbrances noted on the previous certificate(s)in that chain of title.Reference should be made to the actual certificate registered in the Land Court to verityall activity fora particular title.These listings are not covered by MGL C.1S5 s.46. https:Hsearch.bamstabledeeds.org/ALIS/WW400R.HTM'?W9CT... 8/28/2017 Ckac z I s 114a 395 05-29-2001? 12:4-tj 9ARNSTABEE CAND COURT REGISTRY QUITCLAIM DEED We,Maurice Heckscher,H and Donna S.Heckscher,husband and wife as tenants by the entirety of425 Glen Arbor Court,King of Prussia,Pennsylvania, 19406 for consideration paid of Two Million,One Hundred Thousand Dollars(2,100,000.00)grant to David G. Mugar of 222 Berkley Street,Boston,MA 02116 with QUITCLAIM COVENANTS, the land together with the buildings and improvements thereon situated on Peppercorn Lane in the Village of Cotuit,Town and County of Barnstable,Massachusetts shown as Lot 32 on Land Court Plan 16194-0. Subject to and together with all rights,easements,restrictions and other matters of record. For title see Certificate of Title 15727T Property address: 114 Peppercorn Lane,Cotuit,Massachusetts Witness hands and seals this day of May,2009. ,, Maurice Heckscher,H Donna S.;-ieckscher STATE OF PENNMVANIA g!lVvG"1 tY county,ss. On this �_day of May, 2009, before me, the undersigned notary public, personally appeared Maurice Heckscher, II and Donna S. Heckscher, proved to me through satisfactory evidence of identification, which were drivers licenses, to be the persons whose names are signed on the preceding or attached document and who have acknowledged tome that he/she signed it voluntarily for its stated purpose_ A - otary Public: commission expires: COMMONWEALTH OF PENN5YLVANIA NOTARIAL SEAL ANGELO J.AMOROSO,Notary Pubiic Up Merion Twp..Montgomery County M s�ebr�ar.21,2013 ......................................._...._..,.,,......_,.._..,_...._.___..................................,_._.._.............___.....................__.......... II „y,,' YISION PLAN DF LAND IN BARNSTABLE 1619 r '- Baxter & Nye Inc.. Surveyors June 23.1992 g 17 4 dA d1l an t fit�;• y eA , R ae 00 l c . 1� d1 Y f.Rto 25 c y Rf .34 a. r_e .•�`�'.w,,.... i5¢•DU y-,to 26 - 35 cA Subdivisionit of Lot 20 and Lot 27 Shown on Plan 16194-L and 16194-M Filed with Cert. of Title No. 4238B and 42388 Registry 0iatrict of Barnstable County Separate certificates of title way be!rived tar land sAo►st hereon az 1.4m 22.thcajfet+w-_--- Plan By tfl2 Lbra't. —�J�T_` L.418T t�©SSTRATStAI✓�?CE Oct. 7•1982 Oet_7,1992 Y J-"'^' &W,of W-plan 100 feet to art 1ec • f0air A.Abw% ©ePJa fa^C^rf S-WS'T IP9 AFFIDAVIT ' I,Maurice Heckscher,II,on oath depose and say that. 1. My wife,Donna S.Heckscher,and I granted an easement to John J.Gormally,Jr., also known as John J_Gormally,and Kathleen T.Gormally by instrument recorded with the Barnstable County Registry of Deeds band Registration Section as Document No. 1,016,038 (the"Easement%which said Easement presently encumbers our property shown as LOT 32 on Land Court Plan No.16194-0(the"Servient Estate"). 2. We are in the process of selling the Servient Estate to our neat door neighbor,Mr. David G.Mugar and Mr.Mugar has inquired about the nature and extent of the Easement 3. There is attached to and made apart of the Easement an"Easement Sketch"which shows an"Easement Area' extending 257 feet,more or less,from the Northwest corner of LOT 33(the"Dominant Estate"),now owned by Kathleen T.Gormally,in a Westerly direction to Poponesset Bay and 45.00 feet in width at the Westerly sideline of the Dominant Estate. 4. Attached hereto is a series of"e-mails",one from Mr.Gormally's lawyer to him,an e-mail forwarding the lawyer's e-mail to me, my email to Mr. Gormally, Mr. Gormally's reponse, my email to Mr. Gormally regarding my agreement with W. Mugar and Mr. Gormally's response that"I am.not inclined to change the language of the easement I think it is fine the way it is." . 5. As may be gleaned from the above e-man7s,it was our intent to give a limited easement over our land wholly and only within.a 45 foot wide strip of land along the southerly sideline of the Servient Estate to the Gormallys and within which the Gormally's would establish an 8 foot wide pathway to give them access to and use of the waterfront only within the 45 foot wide strip and not to camp out on our beach outside of the 45 foot wide strip or to store boats thereon. 6. As can be seen from Mr.Gormally's email response to me,he thought he was purchasing only a 40(sic)foot wide easement to locate a 8 foot path in and store a kayak or two and access to the shore. 7. It was our intent to grant to the Gorntallys a limited,non-exclusive right to use only that portion of the Servient Estate located within the "Easement Area' shown on the "Easement Sketch" attached to the Easement and it is and was our understanding that the Gonmallys also believed and intended that the easement granted to them and the rights to the use of the Servient Estate contained therein were limited to the use of the said forty-five foot wide strip. (Page two of affidavit of Maurice Hec&scher,II)3 Executed under the pains and penalties of perj ary this RZ day of Map MAURICE TDD KU FUMI li COMMONWEALTH OF MASSACHUSETtS County of Barnstable may 20o8 Then personalty appeared the above named Maurice HecIcacher,U and made oath that the foregoing statements are true before me, Notary Puublic My Commiixp: commowvP.ALTH OF PENNSYLVANIA NCYTARiAL SEAL` KATHLEEN A.PACK,Notary Public Upper Marion Twp.,Montgomery County My Commission Waes January 22,2p13 Page '°T bl�o`I@ coxncast•net Collaboration Suite _laor's Center griday,MaY 08,Z009 11:OZ:2�AN , second thoughts �;ormauY From: richard@morserreweIl.cam To: bldlroy@comc��et , Richard P.Morse Jr. Morse&Newell .. 161 Main&t. MA 02675 YarrnaUth Port44 :,.,..,M,..,...:_.,... tef 508-362 - fax 508 362 ....,.., .::,,. .. net] Frotn:Maurice Heckscher[maitto Mheckscher�3com sent:ThursdaYf May 07,2009 5:22 PM To:Richard Morse second thou9ht5 Subject:Goren y What do you think? ` Maurice Hecks hel a 200 425 oif Prus Arbor/Suit,PA 19406 KIr g 610-337-4657 Begin forwarded message: From:Gormaity<a4rCtZdtiY 4 �� �n Date: May 7,2009 5:19-.11 PM Scher e> To:Maurice HecfcsCt or ahe cast_.nM Cc:John Garmaliy 9-----� out'--�nk Subject:Re:DrafUwhat da y So if I was short.I will call you tomorrow.I would not want you t0 IOS�l �$ e, 1 am having a hectic day- John John Gormally Sent from my Thone so,expect typOS On May 7,2009,at 4:Q7 PM,Maurice Eieckscher Gmheckscher< comcast.net>wrote: Please call me. Maurice Hackscher 425 Glen ArbodSuite 200 King of Prussia,PA 19408 610-337-4557 Page 2 of? 1.32pM John Gormally wrote: .2aurice: think it is fine the way it is., I am not inclined to change the language of the easement_I John Gorrnally,President/Owner ABC40-WGGB . FOX 6-Springfield est Magazine gusinessW 1300 Liberty Street Springfield MA Oi104 413-537-4241 g0 at comcast net On May 7,2609,at 3:49 pM,Maurice Heckscher wrote: I-B Sohn ent with, regarding the easement the should be of the I have reached an agreement to report that he will accept ing acceptable to all of us. I am happy p oodness). However,he easement and the path as is(I know he can t contest it,but he could hack out of However, he o f the easement needs tightening up as it does MY property or lower his bid and he rs not doing that,th $ ' a e of p put it together. Here is what I and I both feel that the lea had in mind when we not represent what you our email below. .... . suggest and it agrees exactly with y is and the owned by the easement the easement width(45 feet)will define the width of the two is owned by le the liana with storage of boats will be limited to not mwoitltin�re than easement area will be comp holder. Further,naturally,all activity al zoning,building and environmental laws. au and look forward to hearing from you quickly so I can. the complete the P&S with iVlugar. I hope this is ok with y Naturally,I will pay for the fees involved in gettng easement verbiage modified. Maurice Maurice Hec'Kscher 425 Glen Arbor/Suite 200 Kng of Prussia,PA 19406 610-337-4657 On Apr 30,2009,at 6:32 PM armall r�cast net wrote: 5/8/20C t,ttn://szoo 17.we.mail.comcast.net/zimbralma'fi Zii._.a_Milroy@comcast.net Page 3 of 4 Maurice: Don't shoot the messanger. I am Just passing along his take. I can't see what issue if any Mugar will have. We spoke the other day at length and I congratulated him on his purchase. He didn't bring up the issue. What 1 thought i was buying was a 40 foot wide easement to locate a 8-foot path in and store a kyake or two, and access-to the shore. That's all I intend to do. Did you have a different take. How is the hunt going? Jahn --Original Message— From: "Maurice Heckscher"<mheckschpf@ggmcqst_net> To: "John Gormally"<gormalivOcomcast.net> Sent:Thursday,April 30, 2009 6:16:37 PM GMT-05:00 US/Canada Eastern Subject: Re: Easement John, is it your intention to walk to the end of your path and then through the reeds and camp out on our beach? . .to store boats? Obviously this is not what you and I had in mind when we shook hands. That is why I did not involve an attorney(my bad). t never thought we would have to sell the property so it was a moot point to me.This is the problem with getting lawyers involved. Please respond. Maurice Maurice Heckscher 425 Glen Arbor/Suite 200 King of Prussia,PA 19406 610-337-4657 On Apr 30,2009, at 5:33 PM, John Gormally wrote: I just received this from my lawyer. I hope it helps. John Gormally,President/Owner ABC40-WGG6 FOX 6-Springfield BusinessWest Magazine 1300 Liberty Street Springfield,MA 01104 413-537-4241 http://szOO17.wc.maU.comcast.net/zimbra/mail 5/8/2009 .............................. .......................................... ......................... abra:bkilroy@comcast.net Page 4 of 4 forma lly(&comeast.net Begin forwarded message: From:Alan Seewald<ASOsisamherst.com> Date:April 30,2009 523:32 PM EDT To:John Gormally<qormaIIyOcomcast.net> Subject:Easement John- I have reviewed the easement granted by Maurice Hackscher It and Donna S,Heckscher. While the language of the Grant of Easement is not without its ambiguities,here is how I interpret that language: • The easement area is 45 feet in width extending from the westerly line of your lot to the westerly line of the Heckshers" lot,which is referenced as"Poponesset Bay." * Within that easement area,you have the right to clear and maintain a path up to 8 feet in width. The right to pass and repass to the Bay is within that 8 foot path, , The easement also allows you to store,launch and retrieve boats.In my opinion,the storage of boats may take place outside the 8 foot path so long as it is within the 45 foot. easement area. The right to use the beachat the end of the easement is not expressly limited in width. In my opinion,your right to use the beach includes all of the beach owned by the Heckschers. You may have other rights under statutory or case law with regard to the use of land areas adjacent t6tidal waters. Let me know if you need anything further in this regard. Alan Seewald Seewald,Jankowski&Spencer,P.C. Five East Pleasant Street Amherst,Massachusetts 01002 Telephone(413)549-0041 Facsimile (413)549-3818 Email AS6DSJSAmh-@r9-c—oM http://sz0017_we.mail.comcast.net/zimbra./mail 5/8/2009 #Jk SUSTAINABLE ENERGY ANALYTIC S R2 780 CMR 51/IECC 2015 Compliance Agreement August 28,_2017 Town of Barnstable Building Department To Whom it may concern: Sustainable Energy Analytics has been retained to provide technical support,inspection,testing,and verification services required by the Massachusetts Residential Code-8th edition,780 CMR 51,IRC 2009,Amendment N1101.1: IECC 2015,for the permit applicant and project listed. Sustainable Energy Analytics has the necessary Home Energy Rating System(HERS)certifications and is in good standing with Residential Energy Services Network(RESNET). Permit Applicant: Grassi Design Group et al Project Location: 114 Peppercorn Lane Cotuit/Barnstable MA Compliance Methodology-Applicable Mandatory Requirements(Ref Section 401.2)Plus: _X_Traditional PRESCRIPTIVE 402.1 PERFORMANCE 406 (ERI HERS Rating, Energy Star,Passive House) _X_402.1. Prescriptive Insulation and Fenestration _X_402.4.1.1 Air Barrier and Insulation Checklist,new work only(attached) _X_402.4.1.2 Mandatory Air Leakage,3 ACH,new work only(attached) _TBD_403.3.3 Duct Leakage Test,Mandatory 4%TL for PRESCRIPTIVE only(attached) _X_403.6 Mandatory Ventilation System Test,new work only(attached) _NA_502/503 Additions and Renovations: Prescriptive requirements for new work. Fill Existing cavities exposed during construction S03.1.1.2 Cordially; k Jeffrey Rhodin Managing Director RESNET PI j Sustainable Energy Analytics Inc. " www.sea.us.com 440 Totten '• • '• 1 02451 • • : 1 : • SUSTAINABLE ENERGY ANALYTICS MKIWE IECC 2015 R402.1 PRESCRIPTIVE Building Component Narrative Component Required Proposed Fenestration.0 Factor 0.30 or tower Code or Better Skylight U Factor 0.55 or Lower NA Ceiling R Value R 49 or Code or Better R402.2.1 Exception, please describe Framed Wall R 20 or 13+5 Code or Better. Mass.Wall R 13/17 NA Floor R 30 Code or Better Basement&Crawlspace R 15/19 Code or Better Slab R 10,2 ft. NA All Attic Ducts. R 8 NA Conditioned Space Duct Test Allowed Leakage 4%Total Leakage or Code or Better Exempt, please describe Building Infiltration 3 ACH Code or Better In accordance with Massachusetts 780 CMR 51 (IECC 2015), I/we attest that the features/components described above will be incorporated in the work. Project Address 11.4 Peppercorn Lane Cotuit/Barnstable Builder Name Builder Telephone Signature 440 Totten '• • '• Waltham, MA 02451 • • : 1 : • fR SUSTAINABLE ENERGY ANALYTICS AIR BARRIER AND INSULATION INSTALLATION CHECKLIST(Table R402.4.1.1 IECC 2015) R=Rater;B=Builder;NA=Not Applicable Location: COMPONENT AIR BARRIER CRITERIA R/B/NA INSULATION INSTALLATION CRITERIA R/B/NA General A continuous air barrier shall be installed in the building Air-permeable insulation shall not be used as a sealing Requirements envelope. material. The exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. Ceiling/Attic The air barrier in any dropped ceihng/soffit shall be The insulation in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier aligned with the air barrier. shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be Cavities within corners and headers of frame walls shall sealed. be insulated by completely filling the cavity with a material having a thermal resistance of R-3 per inch minimum. The junction of the top plate and the top of exterior Exterior thermal envelope insulation for framed walls walls shall be sealed. shall be installed in substantial contact and continuous Knee walls shall be sealed. alignment with the air barrier. Windows, The space between window/door jambs and framing, Skylights and and skylights.and framing shall be sealed. Doors Rim Joists Rim joists shall include:the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed.at any exposed edge of Floor framing cavity insulation shall be installed to above garage and insulation. maintain permanent contact with the underside of subfloor cantilevered decking,or floor framing cavity insulation shall be floors) permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl Space Exposed earth in unvented crawl spaces shall be covered. Where provided instead of floor insulation,insulation Walls with a Class I vapor retarder with overlapping joints shall be permanently attached to the crawlspace walls. taped. Shafts, Duct shafts,utility penetrations,and flue shafts opening Penetrations to exterior or unconditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage Air sealing shall be provided between the garage and Separation conditioned spaces. Recessed Recessed light fixtures installed in the building thermal, Recessed light fixtures installed in the building thermal Lighting envelope shall be sealed to the d all. envelope shall be air tight and IC rated. Plumbing and Batt insulation shall be cut neatly to fit around wiring and Wiring plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/Tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be Exterior Wall showers and tubs shall separate them from the showers insulated. and tubs. ElectricaUPhone The air barrier shall be installed behind electrical or Box on Exterior communication boxes or air-sealed boxes shall be Rater Name. Walls installed. HVAC Register HVAC register boots that penetrate building thermal Company Boots envelope shall be sealed to the subfloor or drywall. Concealed When required to be sealed,concealed fire.sprinklers Builder Rep Sprinklers shall only be sealed in a manner that is recommended by Rater SignatureDate the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. Contents from Table R402.4.1.1 in the 2015 International Energy Conservation Code,International Code Council SEA 170201 2015 IECC Building P A U Compliance Property Organization HERS. Guy Grassi Sustainable Energy Analytics Projected Rating 114 Peppercorn Lane 781-790-5718 8/24/2017 Barnstable, MA 02635 NW Rating No:SEA04240P Rater ID: Weather:Barnstable AP, MA Builder 114 Peppercorn Ln Grassi Design Group SEA04240P 114 Peppercorn Ln Barnstable.blg Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: . . 67.4 67.2 Skylights: 3.9 3.0 Above-Grade Walls: _ 133.9 129.8 Windows.and Doors: 289.6 270.1 Floors Over Uncond Crawl Space: 57.1 56.8 Overall UA(Design must be equal or lower): 551.9 526.8 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check(per Section 403.3.1) PASSES Window U-Value and SHGC Check(per Section.402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation(Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box(2015 IECC) PASSES This home MEETS the overall thermal performance.requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402,International Energy Conservation Code, 2015 edition.) - Name NW Signature Organization Sustainable Energy Analytics Date 29 a ?.17 REM/Rate Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. BUILDING DEPT OCT 0 5 2017 ADRIENNEJOHNAND M A RESIDENC UG R, WN OF BARNSTABLE 114 PEPPERCORN LANE BARNSTABLE (COTUIT), MA STRUCTURAL ENGINEER ARCHITECT CIVIL ENGINEER SOUZA,TRUE AND PARTNERS,INC. SULLIVAN ENGINEERING AND CONSULTING,INC. " 653 MOUNT AUBURN STREET. 46 Waltham Street,Suite 7 PARKER ROAD WATERTOWN,MA 02472 G_RASSI DESIGN GROUP• 3A OSTERVILLE,MA 02655 TELEPHONE:617-926-6100 FAX:617-924-4431 Boston.MA 02118 TELEPHONE: 508-428-3344 FAX:508-428-9617 Phone617-956-9992 �I c3r.,x�..�.. -Ii..�f �.a�f.; l;:LU?�F6•..� - Fax617-956-9993 .SMOKE DE F EOTORS REVIEWED BARNSTABLE BUILDING DEPT. -DATE LANDSCAPE STRUCTURAL - FIRE DEPARTMENT DATE. Sl GENERAL NOTES AND TYPICAL DETAILS BOTH SIGNATURES ARE REQUIRED FOR PERMITTING SITE PLAN S2 FOUNDATION PLAN , _ . ..' •' S3 FIRST FLOOR FRAMING PLAN - ARCHITECTURAL -` ., S4 SECOND FLOOR FRAMING PLAN �I� S5 ROOF FRAM -IMPORTANT PLAN ,. - - M ®®nTA N - - Al FIRST FLOOR PLAN - - - - ANY CONSTRUCTION THAT INCREASES LIVING SPACE A2 SECOND FLOOR PLANT ELECTRICAL A3 ROOF PLAN � - � El CRAWL SPACE AND FIRSTFLOOR ELECTRICAL PLANS BEYOND 1200 SQ..FT. PER LEVEL MAY REQUIRE THE 4 A4 BUILDING SECTIONS AND EAST ELEVATION E2 SECOND FLOOR ELECTRICAL PLAN AND ELECTRICAL SCHEDULE '. •INSTALLATION OF ADDITIONAL SMOKE DETECTORS. ._. A5 SOUTH,NORTH AND WEST ELEVATIONS - A6 FIRST AND SECOND FLOOR REFLECTED CEILING PLANS MECHANICAL - NOTE;...A. SEPARATE PERMIT IS .REQUIRED. FOR THE A7 TYPICAL WALL SECTION AND EXTERIOR DETAILS MI CRAWL SPACE AND FIRST FLOOR MECHANICAL PLANS INSTALLATION OF SMOKE DETECTORS-THE`ELECTRICAL ' - - M2 SECOND-FLOOR MECHANICAL PLAN. PERMIT DOES NOT,SATISF t.THIS REQUIREMENT. A8 WINDOW SCHEDULE ,WINDOW DETAILS AND MISC.EXTERIOR DETAILS. - A9 DOOR SCHEDULE,HARDWARE SCHEDULE AND DOOR DETAILS A15 INTERIOR FINISH,APPLIANCE AND PLUMBING FIXTURE SCHEDULES MASS �l 1w i 3w F PERMIT: 08.21.17 i• 3 a 71 7'-10' - -2° 2g-G2 le'-5. IS'-6�• B-�. ,1 �1 j 3'-8. .-2. 3'-9` 6.2 4'-9' G'-4' ''-a2• 0..,2. 3-eP 3-e '_2•J'-O' 7'-G-_�,' 9-4' 3' •� a ti I ;s d CVi51DE FACE - OUTSIDE FACE OF DECK FRh^AE PERGOLA PERGOLA. ' or DECK FRAME F; ABOVE ABOVE a DIN• I I � Z 3R r GAS Fine I I N an - .DECK o II I II a _ I I STUD II I Cov RED . c Hiimm `a O DNLIR I_' ON:R O _ _ L ® 5!ONE TERRACE t - - -OOR GRILLE ' Z FLOOR FRIILE M'P)-SEE M I q: S T'P)-5,.E M I. 57. IK$PACE MIN. CMII CHIMN,`.V W/ 5'ONE VENEEP, I O HVAC_ 5T DV/DEN% L O ATION`.OR- •KU< GUEST ROOM LOCATION T.8 D - 4 Rti^ - a d E IN D- I LIVING/DINING 10G O - SEE f P,E PLACE I - c 3R - NOTE5 BELOW = - fl CGNC.P:.D v!1 ? PoBEP-MESH REINF _ Tt N 2J - RESY AIR I R® LOCATION 1.B.D - - _ o aINTAKE-SEEI IRE PLACET�. ci NOTES BELOW I I 5 G.-7 0"1t. I I ONDE'JSING z` ¢ ~ CATNEDP.AL .I CASED OPNG FOVER IlOPROPANE GAS ti In REVISED CEILING ABOVE I I _ STRIJC7. TOP RISE I�fG`5' STRVCT. i`+ I PO-ST!T?'P) I I FPEE:E ABO _^ POST"r:,YP '� CE —__ , L PROOF HOSE b I 28`I' 32 2 .3. 6 5 2 BIRD 2 ST'RVCI', - BATH (9'-6'w x7'0'h 5A DUCTS 2.8 .,7'-C'h. 33 � 5 MECH :(i9 FX WINDOW c W F, POST(T1'P) CASED OPNG >EE M: CASED OPNG. - I I I D7 n SHUT r \ __ I YIIKGED CRAVE.SPACF Z '� `/ F FREEZE PROOF JN IR -- .STOR. T": --- -J IOO b_ 4 A.2 2�^ PS _ .C.0 PCCESS FIATLiI P=OV DE tiOT IV:.TER NDSE 8!9B 14 0 '?'-C"1:. FZP. W'EATH ER STRIPPING 4 w f'--" © �_ IC.$.:D OPNG. CAB. PI AI E21' a I SiOR.TANK C733-G' 9-G c-4 a�3L R40CIGID INSULAT' - - \ D]O 2'1 II 9 8' I � r/��' W KITCHEN 3 2. v L�1 III. 4 Ail 2 c '9REAKFhST 03 -`•TOR- I"roe KICK �. CAB. MCI) ICAS UOPNGIj DN w - I S.A.GRILLE- ' JDROON A,a p 9P w a 42"HIGH r SEE M I ^ s• COUNTER kA r,F H ) ao 2' I IOS.TOF.�- \. 2-2.6 KNIff WALL AI 4-1 O A B I B � © 51110 14'-B' i3'-I(Y 5'OR 3'2„ 0• CR . . s° PTonsT I cAB. .. 7-D' w nN R j i i O O O O 0 O ENTRY _ T OUTSIDE - - PO."tC!1 O FACE OF - h"u'r i6 DN DECK FRAME O lal a 2.-I. 3�-3. a•-3. 10'. e"9' 7'10' c'0' 1'- 3'-G-e 3'.61• .I I. - - 6` 5 .-6• °.9f 5'-3' 2'9' 1, 2'-5' 1'-5' 12'-5' '. I'✓-OX' I I'L` 7V-0' FIRST FLOGR PLAN 553f? MAss e a of OF w FIREPLACE NOTE5: PROVIDE G`THICK CONC.SLAB CANTILEVERED SUB HEARTH W,'F4 BARS w W BOTH WAYS-SET V'5ELO'W TOP OF THE 5UB FLOOR-PROVIDE STONE SLAB HEARTH NWO 5ET AND FIRE BRICK FLOOR 6`IRE FOX-FIRE ' - 50X TO BE P.UMfOP,D STYLE WITH G'SO.EXTERIOP A:P,INTAKE WW CORROSION P.°.:515TANi j IvIE5H 5CPEEN,CAST IP.ON DAMP;P A5N PIT DOOR AND CLAY THROAT 9Y 5ormiOR CLAY CORD:movoE I Y�'NIGH FIRE BRICK FIREBOX EIDE5!B.ACI:-SEE:Ni.ELE'J'5 FOR FIRE BOX DETAILS - Al 1 71D ;oa - 5 1o• s'-IC 2'-la IG-o' T-la '_?• 16'-O' 5'-0' 5'-a a-IO'. 2'It, 2'to, au 5s an • a r . PTRrO - PERGOLA ` O + I - BELO1^i a oC r _ l7 I s: Z .J i a ROOF BELOV! - STUD WALL T • x �. 1� - • __ BELOW - g ' ^� a JAY 'IO'-I 1' I` 9,1' 0" 4'-1 I" 3'-0' IS ° AR 5PAC 3i' 5z' STRUCTof ry III I I I MAsrr 5?nIR III2 16 Cji OP��yy ro b; b- -FLUEUNLI1�Y:G of - o f 202 !iWl 04 CA5BELOW -STONE VENEEP.- I I I I I I I crs`Do^ _ WATER B„G seNsoR s I I'SLCPINC:BELON' v AUTO SHLT OFF DEVICE - ' HOODJ AB A'a -TRUCr P05T nyP r7b — — STUD IN "2 �I..Z, - 3 3 O3. _ 24 z' _ 71.yL -/��. L' L�'� .. - _ �eELOW I 5KY:IG!1T «' I OI�z° 2' I ., r L I • i)i ABOVE J 3 ♦. � °� - - BATI'1 `v I. l TEN II 5 AI3.� O8 ELOV' •r t Q A.I2 201 III -OPEN I WALK '11J TO a 1/-11 --- P vi ---- P5 _ _ • -- _ UEDM-2 _ FOYER- 20F, MASTER 19 II r BATH t-- - - _ Iy --•----_- O —II' - Q ~I . �BRE.AKP.A5T Z• �v 12'-C" J z, II '9 I f'E _ c'-sz z°. sEAr - r(T/]� a v P9 Z` o -�------- �^I 4 AI3 _ • � � ¢ 21 ` �! • - —.— —.— — �CTUD WALL' Z STUD WALL N. — _ BELOW I I BELOW — 4 0. NEL VEA H RIGID INPPILAT ON - • - PR P TOUCH LATCHED 22, 33 MIN. III 25 O• a.'-6Y i 2,_5. 2'-bZ 5'_C 75,_a 10 a.a z` r 5: r SECOND PL00R PLAN ; ��,�tL�DARC,y�er n ,dir.5 a•a O <m G m g-p. 16'-0' I0'.p•' S.I O" i0' 2'-10- a' G i K r. `? LINE OY WALL t? U' j BELOw I 3 HII • I III iL.{{ -- I I - - • �- -I I �II I I I I I Ii III II C5T!N PLACE CONC. I I y 4 I I I CAP 5E ELEVATION- -- + ' _ 5LOPE GP TO DRAIN 1 I _ I v I COPPERL nYP - VALEY .. — z j Q F 1 SHINGLE I h o RFVISED MCKET RIDGE BELOW Ow) —�— _ 300.b.FlEEPGLA55 - cf PLD'r1B NG VENT - I _ sruNr 5?Reor veu LVEILATING I I w C I �i _ .e SKYLIGHT 21}.46j' - _. • .. PLUMPING _— VENT — - I I _ [_�/, CD _ ,ll COPPER I _ �. �'^ w -9M / iIL�I II I I — � � a LINE OF WALL� BELOW 1 I r 14'.!• 10'-I I• 10'-0- 2�2 12'-5•. 2'-61 IO{Y -0' 5'-6' ROOF PLANRED Aft 4 DST of 0 A3 • 6 TOP OF - RIDGE ELEV. - 12 FIELD 5TONE ` VENEER CHIMNEY- m �!2 BEYOND 3 12 A,TT!C 12 - ATTIC 12. 4 N TOP OF ELEV. \ TOP OF DORMEP. - _- f E!EV. \ PIA(E E!fV. d _x 12 I2 \ _ 1 n W SHI!lGLES- HITE CEDAR - \ DORMER �� - i2�.' �1_ 2, \\ BEYOND ,f STAGGERED - 0".�t \ z `? EXPOSURE - _ - 6FDROOM BEDROOM STAIR,HALL 2.rG �4 RAFTFR ` KOKFR TOP OF"WALL PLATE FLEV. BEYDN !/t k f - TOP OF 2,J FLOOR + \ TOP OF-LATE I SS6FLCOR ELEV. L'VERED PORCH EIFV. TjKNCSCONCE: _ POLYfT CLA„51C FRP . PCP)BEYOND .. TAP=2FU4 ROUND CO!IIMN W'10"O:D. PA5E-PROVIDE TURN eF FT TU5CAN C Co;UM.N CAP W,'LCC FLA-IHING t • .`�0!JCE O - CPEN lU� o T:RNCRAFf T'U5CAN BASE . LIV_IJG{ - O"ER C DECK DINING' MP) COLLMN _ \\` BEYOND- SFE,/A -- WHI H CEDAR R oe h., . e „H NGI 5 ° _ _ SEX 05URL VE _ . y "OANLk SIDE :-.. ........ -TCP OF ISL FLOOR..UB FLOOR V1G°Of Ist MOOR 6'JB FLOOR CRAWL SPACE - CRAW.5PACE 3"SLAB FOOTING I CONC.PIER—�1--r-yl I - S` . ON GRADE BEYOI.0 5M 52 I ( FOOTING I I I I O L:j _ TOP OF CRAM.5PACE z !t Ll CONC.SLAB E!EV.=8.C' ----- BEYOND-SEE 52 _ rJ. I. Q f- -_----_----`-- --------------- --- C_J : L-J L-J O `y REVISEll n BUILDING SECTION (LOOKING SOUTH) n PARTIAL BUILDING SECTION Ca? COVERED TERRACE SCALE: I/4"= SCALE: I/4"=1'-0° - MDERGLA55 ROOT, R A.SON r'Td rP �A= tiJ WRA.VE 5ING F5 _ SKYUGHT-5EE - m m `(-ODOR (P.'r -R ROOF PLAN .. RNEi — _ 12 SEE AP DF.T.%lAll 2-0' 2'-0' 2'0' 2'-O' / 4 CP CF E!ITRY _—-- KITCHEN EXHADST-, 8.41'li F.Y.HAU51' _—- 12 �f'GRCn MATE eLft'. — ——— WALLWALLCAP WALL C 'CF OF 2nA RR. __ _ SUBFLP,.EIFv. O ':OP OF MECn. �+ RM.PLATE ELM V.TIITF.CEDAR SHINGLES- m m I SCONCE m O 5TAGGERED EXPOSURE - I I I ) / veAVE om51Ee I I - CORNER SHINGLES — - -- --- — -- ---- TOP OF PLc YL SII,ART VENT CONC.PER (TYP)5EE 52 FOO'(ING fTl'1') W 5EE.52 E A S T E L E.V A T 1 O N TAPERED.ROUND CC UVNFW I O'po BASE-PROVIDE TURNCRAFT TU5CAN ~� . v!I _ 11_OII COLUMN CAP VV5 LCC FLAING t . 4 r'RNCRAFr rJS:.AN BASF(TYP) A CLAY FWE UIJEF. -la`s N Q • ' CA51 IN PLACE'CONC. B CAP W/5LOPC TO DRAIN — 2' - FIELD$TONE VENEER m CHIMNEY W,%2510E5—� — ——— — - TAPERED — — —— NBERGLASS ROOF —_ _ — 5FIINGLE$? COPPER LCC FLASHING-5TE' CRICKET BATH EXHAUST WAL_CAP PL5HED 51DE5 - tTYP) BATH —,4 I.YLIG.1T _ DlAo3T BEYOND-3CE WAL.I.CAP — ROCIF FLAN �\ DRYER CXHAIJ51 —— ���.•., — WALL.CAP WHITE CEDAR — —— Z SHINGLES-GLE5- _ — Ir.AZEK TRIMI?JA8 YP) _ -- VMIrE CEDAR STAGGERED SEE DET.12/AB --_ -- cc _ .2 _ —— — ETA GERf to - EXPOSURE' —_ _— --- _ 7'AGGERED O •�I 12 — I xG AZEK PRIM-ALIGN —_ _— EXPOSURE' 4 r— _—_ W/RAFTEW 5HINGLFD WALL NTEPSECTION PFRFOIA-SEE '3 PERGOLA-SEE BOILEP.AIR -- UEi.'5134i4/47 DET'S 1 34 14/A7 — ——— _ —— _ = NTAKE/ EXHAUST — _—_ -- -- WALL CAP_ „. — —ENTRY DP,YER`XH4UST _ — — ---_ _-- --- . ` ' SCONCE N COVERED — - — SCO lE gORCH `WALL CAP — — COVERED a FI _ YP BEYOND — _ C '. Bl'On0 DEYOND ^ BATH EY.HAUST FORC TYF) _ / — m f:EVOND ..' ''. .. WALL CAP SCONCE. PORCH f!1P1 J _ ENTRY FORCH — — BEYOND W'FEROUT5IDE FM — — FIX.t41NUOW 'N PI FREEZE PROOF - II CONIC. ER .. _ s lING PIER HVAC CO CONC A.- , POSE BIBB �MAiT VENT SM1aA.RT VENT- ,� zo POOPING(lYP)- SEE 52 - I`OC?'I'ING(iY5 - c,710N B..D. SEF 52 ' SF..F:57_ - - � - Sf'.0 52. LO(:A^OIJ T.B.D. F SOUTH ELEVATION NORTH ELEVATION oxrv)Tl) Y4rI — I —OII rT.l CLAY FLUE LINER CAST IN PLACE CONC. W��-y W w - CAP W!SLOPE TO DRAIN V1 � ARC W FIELD STONE VENEEP,CHIMNEY TAF.RFD tag/2 S:OFS L��. is 9.AA Q w {ra 12 • SID F H[D TOP Oi MASTER — — — — �, (� ES s (WORM.PATE ELEV. _ — — —— — —_ - o'✓ �'� rY a - Ellm WEAVES1 NGLFS - q J`'N O _ 6 �ORME RNFR(\T";_ ---- _— _`S,''\� OqY e,R �. �J WHITE CEDAR 5H KGLE5- yS l^e STAGGERED E)PC'5UP? . PERGOLA-5EE DE 134I 41�7 TOP OF 2n FUR. - 5UBFLP ELEV. Ir — _ --- _ B — ! BOILER AIR IMAKE% - --- SCONCE — -- — 7 EXHAUST WALL CAP 9EYOE-G V51INrU 5,gYP) Z " " 4 CORNER SHINGLES(I"P) - _ o dF TURNCRAF'T PC,Y CLASSIC EPP — TAPERED,ROUND COLUMN W/ — - - — 10"OD BASE-PROVDE — • TURWCRAFT TUSCAN COLUMN — — — - CAP W%LCC FLA51-IING S — — r TOP OF I st FLR. TURNCRAFT TUSCA,J 9A5E_ FREEZE PROOF H\'4C COMF'RE55OF5 CONC.PIER w 105E BIBB <CONC.PAD. FOOTING(rYF)- - LOCATION T.B.D. 5CE 52 WEST ELEVATION w YW = I'-O" Q ,3 m� - � COVERED PORCH 24 LIVING!DINING O N w IDI - STUDY/DEN! ! 3 GUEST ROOM- ' d I + I 106 Q ABGVE . I. C.L D I, EO -O` 3'- 3' O" EQ. I EQ. C+ I BATH O (71 ICr SLOPING MECH. o ChB - BREAKFAST C.L.CASED POYEK ' i02 0PNG. B 4 _ O c CITf:HEN ID3 R.A. r EN TO GRIME MUDYOOM _ V z u ` AV. N.C ABOVE TSB'. O:- y RED ISEll N OPEC:i0 g'4• r L 04 - _L L. ZD CLQ O W S.A. I t N.M 5.A O F GRILIE w F ci T 1 EG. � w U 2i w FIRST FLOOR REFLECTED CEILING PLAN Q ' 5[LID WALL - Q BELCW .'S.P..• .. v - C.L�WIN. �GP�;lE - GR:LLE ''11 . W ?'-O' 2'-� W .O ' SI.OPR.G 9EDROONIEQ CEILING FNISH - CEILING FINISH S.A. . • 18.IG' GRILLE MASTER C. DR. BEDROOM ATTIC HALL i ACCESS - - u - PANEL CD � R�®c���� o Q �Q` SLOPING pINISH Cw 2-0" p�.0. I I 8° SKYLIGHT SHAFT E P-O. GRILLE I GRILLE `• _ - v p BP_TH I WALK IN -AT—ATTIC t.A, B'�' O S.A. ry O IME. ACCESS ®GRILLE ®GRILLE PANEL -- "� ?.. 5Au 206 I d � 'a MASS U W BEDROOM + w 2D3 o T'GRILE rL g, W U EG. ry F:O. ❑� SLOPING ���� �� `g5,,rQ'y,� ^ IOPING 5LOfl;NG EG. EO. CEILING . Q W Ow I GEIL NC`INISFI: _ I CEILING fINISH �� MASTER FI!JIShI 17 'I 20? Q U C. WIN. 9'-0• II r w a mnlml� w SECOND FLOOR REF FLOCK -It PLAN a-n DENOTES FINISH°D 11[IC,.^.I" / OF CLG ABOVE FINED U_ y4.. !GetGLA ASPHALT A FIBERGLASS ry M SHINGLES'TBD) - /rs_�C� SHINGLE:(TBD)- 20 GAUGE STEFL 5TRAP -_` ICE 4 WATER SHIELD - 9. - RIDGE CAP TO TIP.RA`TER5 TO. PIPE F. OLE }i"COX PLYWOOD 511EA,'ING ,' SEA.Ah ,r. T �/ __ RAFTER-SEE - STRUCTURAL DRAWINGS CLAMPMG RING - " CLCSED CELL"".:"��a 2x BLOCKING i0 FI BE FIBERGLASS/ SPRAY FOAM : MATCH RAFTER PIPING BOOT: t 5S� ASPHALT ASPHALT SHINGLES INSULATION,..... ��� _ 511INGLES(TBD) "" COPPER DRIP PIPING BOOT FLASHING 4 EDGE AS.1 dA I� ¢'CDY.PLYWOOD I •� (fBUI ICE 4 WATER 5"IELD 9LC ICE{WATf:R B. / \` `\ St1ItLD \ ROOF SHEATHRJG VJ EADEF.-SEETRUCTURAL ROOF 5HINGLRAWINGS �.tSnn 1........ NOTE: - 1 CEILING JOIST- qLL CUI`PER FUS,�N Nc,. KAF1'f:R-SEE SEALAr11' cT: SEE STRUCTURAL - - TO BE LEAD COAITH ate'ax^� O_ .... ..RULTUKAL ... .... ..........'.'.'... .............. ','DRAWINGS .......... .....�..'.'..'.'.'.�.'.'.�.' GRAWINGS �1 �"V.GROUVF j / ... .. ..... 1 RIDGE BEAM PLYWOOD 5,EA HING 5EE STRUCTURAL W11FRE EYFOSED... .. .. COFP P V P _ O -'�. � ICESWATER SHIELD: L _ T ' ALLE y R DRAWINGS \\\ t'IAiYIrIG }�COY°I.1'WOUD',' '.CDX PLY'.VOOD (2)RxG TRIMMER CI OSCD C,CLL•• \ X .J5°RAY rUAr4. 24HOCFING.'.' '1_CLOSED CE-:• SHEATHING "nG7"AZEK TRIM Z ........... M,ULNIIOr. •.. .. '4°KPYIOAM: CEILING.IOL5T-SEE ..... .. .. - .. ... .. I!J51.LA ION.... STRUCTURAL DRAWINGS •... �••��� � � .. .. ... .. ... .. ... ; �, AIR BARRIER MEMGP.ANE 3001b.FIBERGLASS ' W r' '' CEDAR SHINGLE 51CING SIiINGLFS HBD)6 T 1'bV � •,•, VALLEY RAFTER-5EE - ICE A14D WATER SHIELD- y ;, 51RUCTURAL DRAWINGS COVER A;.L RGUF AF,L-AS Q .w... ..... ' d I. RIDGE DETAIL 3 = I-p VALLEY DETAIL \� RA CDX PLYWOOD SCREW TO RAFTER � I � 2 3"— -O" 3 DORMER ROOF SAVE DETAIL '= I'-O" 4 PIPE PENETRATION @ROOF DETAIL ;J/2" = I'_p" R-49 CLOSED CELL SPRAY FOAM , FIBEKGLA55/ASPHALT IIJSULATIO!J 5HF15 HEAL IT ASPHALT / - f IBCRGUi55f ASPItALT 5t111JGLE5(TBD) SH:NGI E'i(T5D) `s•CUX PLY'.VOOD SHINGLES(CBOI CT 4 WATER SHIELD ICE 4 NEATER 5HIELC �.' COPPER DP.IP EDGE GWG OR WOOD - �\ F!B[RGLf55/ASPHALT SHEATHING �'. ICE 4 WATER SHIELD 'COX PLYWOOD SHEATHING CEILINGS-ON Ix3 COX PLYWOOD SHEATHING INGLES(TBD) I'-0° ICE t WATER SHIELD RAFTER-SEE g'V-GROOVE ACX RAFTER SEE _ STRAPPING @ CL05ED CELL SPRAY FOAM 5TKUCTL'RAL -' PLYWOOD 51-EATHING -��� STRUCTURAL DRAWINGS I G'O.C. INSULATION 'COX PLYWOOD SHEATHING DRAIMNC-5 I WHERE EXPOSED PrC ��- 2.FLOCKININT TO ' `g CDX PLYWOOD SHEATHING CEILING JO15i- RAFTER-5EE 2, MAT-5TUO WALL I I'x6 AZEK 1RIM-PTC - 5EE STRUGTURF,.L STRUCTURAL DRAWINGS PLATE(.SLOPING) I fi PLYING RAFTER-PTC COPPER DRIP 2x4 STUD KNEE 'V-GROOVE AC' DRA4VING5 21^DIP..ALUra. �� 2x BLOCKING TO EDGE WALL SEE PLAN P }' }Y COX,PLYWOOD - - PLYWOOD HEATHI F T- 5 NG �--- CREtNED V_N MATCn:.AFTER StIEATPIING FOR,LOCATION . HURRICANE -----, �BLOCKING � S - \ - -2x BLOCKING TO 32"O.C. L\'L BEAM-SEE -� TIE "V-GROOV[_AC% A5 REOUIKEL' AIR BARRIER CEILING JOIST- 5T°.UCTURAL - HURRICANE CLIP-. 0 MATCH RAFTER PLYWOOD SHEATHING - MEMBRANE SEE STRUCTURAL > RAFTER.SEE' Ix3 \ .. DRAWINGS WALL ffN1511 SEE - - WHERE E%P.,SED-PTO Ix3 -DRAWINGS ''''h SR,APSON H2 5 OR IrA. w r ^ ' - °i?RIICTI1P.g1.. 5TPAPPIrIG I+ }'f1EK PANEL PrD. FLOOR PIArlS/ f I" STRAPPING I SEALANT �"�, FUR FR:.t 1.—COJDITION « C) DRAWINGS \ \S\ I'' - 4P,ZE':TRIAA-PTD 2�-p. IPIT.ELEV9' V GP.CJOVE ACX _ .� -Y-V GROOVE AC)',PLYWOOD �_ y o SEA LAN — 2 f DIA ALUM. �\\ - .. . SCREENED VENT- PLYWOOD SHEATHING WTIEP.E U(I Ci5 PTC. 2 I WHERE EXPOSED-PTO A"V GROOVE ACX O uJ "!PPr P. r - 32"O.C. \� 2x IJCKzRS N'Hf:R.E - .... 'Z _DGt - I AeEK DED MOLD LVL BEAM-SEE 1 - �'x Ip AZEK TRIM W/ PlrivOi)G SHEAI HANG IJOTED.ON FRAMING m AZEK BE7 TOP OF PLATE-SEE c ; _ 2nd TO MATCF i - WHERE Y�cPOScD-P'C O y FLOOR 2'-0` BP.OSCO STRJICIURAL DRAW!JG$ �' MOLD TO : BEVELED EDGE-PTD. 2)2x6 TRIMMER PLANS BUILD.SECi1ON I � REVISED - MATCH °AZEK TRIM-PTD. COX PLYWOOD SUBFLCOR HBO16 COPPER DRIP EDGE F` Z ( FINISH FLUOR - BLOCKI'vG PS 2 p. BRO5C0 F, SHEATHRJG 'G".42EK TRIM #80!6 LVL BEANO 5EE AZEK BED MOLD REQUIRED(TYP) STRUCTURAL TU MATCH /:' AIR 6AP'FIER MEMBRANE (2)2x6 SEALANT DRAWINGS 5RO5CO K CEDAR SHiNv�.x.DI NG TRIMMER AZEK BLOCKNG AS BB016 I w 2x6 STL-J WALL AIR BARRIER T'Rllvt(TW) MEMBRANE REOL IRED,^'Pj TOP Of SECOND- AIR BARRIER MEMO NE ?x.x63 (2i 2x6 TRIMMER - > / � SUB FLOOR ELEV. CEDAR SHINGLE SIDING AZEK TRIM 5H:NG:.E - 'x6a'AZEK TRIM AZEY.TRIM M AZEK CG�UN BEYOND- COL BEYOND- _ \ U � SIDING BEYOND - BEYOND 5EE EXT.ELEVATIONS TRIM HYP) SEE EST.ELEVATIONS a ./ (2)2x6 TRWMEP. 5 YPICAL SAVE DETAIL I z'= I'-O" 6 ENTRY PORCH ROOF @ EAVE DETAIL z"= I'-O" 7 r_NTRY PORCH GABLE WALL DETAIL 1 z"= I'-O" COVERED PORCH ROOF SAVE DETAIL 1"= I'-O" T.R!h4 W U z CONTINUOUS-P!'D. FIBERGLA55/ASPHALT CEDAR SHINGLE _ - • - - BACKEP ROD/SEALANT A/ j'CDX PLYWOOD SHHINGLE5(TBD) 4°SOUND BATTS F,•{� L� ICE 4 WATER SHIELD SLO ING ROOF AIR BARRIER MEMBRANE - 2x6 STUD WALL I .AIR BARRIER LAP OVER C 4 WATER .x4 IPE DECKING 'T{G PLYWOOD SUdFLO(7R @ 6 O.C. MEM5F/V1E I COPPER DRIP EDGE. LYOND. SHIELD WHITE CEDAR I !._y. "COX PLY ROOF f-xOOR JOIST-SEE 2x 2 RIM JOIST V 1 Z 'CE 4 WATER HELD-LAP (rl 4x SHEATHING OVER F ASHING S-P.UC.TURA!.DRAWINGS F'I•i Q q ...... •• FIB R: 55 5 H e L E A. A AT M._ASE 5 - / L Ix _ .......... �AZEK RAKE Ci...... - it 12 M N GLE TBD 511EaTH1M1•u ( ) - CEILING FINISH Gr!Ix3 ... . . .. yr 2x FLYING RAFT ER-SEE r^7 51. Plr, 1. RAP IC C'O.C:S°` ..... ........ al 2x6 -EEL.WALL iV CLOSED @ CHEEK W l / UL. 2x6 5TUD N'ALL.W/ STRUCTURAL DRAWINGS- _ - � 1,IPE DECKINGTP.EADS WHITE CEDAR CLOSED CELL ICE t A!ER'SHIELD CELL SPRAY FOAM INSJ. CEILIFJG PLANS ,. Q ... �D. SHIrGLES-STAG-GERtD 7 SPRAY FOAM INSUL. � }FURRING COPPER STEP FL LE RING @ - _ INTERIOR/TNT FINISH- EXPOSURE 5"4 2-T.T.W. ,( ,`"J •- I:t r-.00P, I xd AZCK RAY.F.BOARD ROOF SHEA ING EA.ROOF SHINGLE COURSE Sift PLANS/TNT.ELEV'S - FIN.FLOOR 5L51'LUOK j✓ V-GROOVE ACX - T .. a I'PVC SCOTIF-PTO, .... 1 2 LAYERS�}' .... PLYWU DECKING-M. 2x6 FIAT° AZE OC IN .. @ P T HANGER - t.D%PLYWO O . BENDING PL11vD, .----_—__ ____- ._.__ � NGLP. z K (IYP) q+ . 2x RAPPER-5EE .. .. 1 STRUCTURAL DRAWINGS "" CLOSED CEI.I.SPP.A _EA TC - AIR 5ARFJ R MEMBRANE 0. - f-OAM INISULAPOIJ Y Or ... .... .... 1 - :'.':. a2,12 P.T.SrRNGERS - �� PJSEPS .5 ...... ..:.. .. ... .. ..... ..... I HEATH! u CQ i 6'O.C. 1 2x4 F.T.NAI LFR- V BLo Iri CK G I rNl HE 2x STRUCTURAL L DRAWINGS 5 LCOR G J W/R20 ANCHOR f -+1UD J✓.AI_ N,.HOR 70-DIJ.t CV R ! - Y ,STRUCTUP.ALD AV INGS PRA e CLOSED CELLS i4G CDXP rib CLA IVt� L 0CD 1 A / 'D 9 LTS —..5EE'O nc.T!T RIM JOIST-SEE _ II c SUBFLOOR FOAM INSULATION .:'/:::::.5EE:B7itt:C,Ti1[2A4':.�..::..:::.::" STRlCTURAL II :::D,Tt,:.W}NGS:'::::'::::.:::::::. ' \ DRAWINGS I I ( FLOOR J015T-SEE �, CEDAR SHINGLE 1'ex 12 CONIC.STEP O STP.IICTLRAL DRAWINGS .................. ................................ ..'.. ... ...... ............................... 0 .. ............................. J ... PZEK BED MOLD. AIR BARRIER MEMBRANE FOOTING 11%2/4 BAPS - l'OP OF FIRST-SL'9 I:'`•, TU MATCH SHEATHING FLOCK ELEV.=13'-O° F C G FOREST ER 1`I R 5 5'O EST 2x 2 RIM_C. I^, H.r !�Y�INT.FINI SEE5 2x6 STUD WA LL O AZCK TRIM FIN.S"H D. N=r'sE`'_ z ....................... .... FOO`VFNT SEF'2 9 5HINGLE FLAIR DETAIL 3"= I'-0" 10 PLYING RAMP @ MAIN ROD,DETAIL I}"= I'-0" I I DORMER CHEEK WALL DETAIL }"= I'-O" 12 PORCH STAIR DETAIL }' = I'_p" \ ? 1 BLANcncR BOLTS @ 1 a o.c. R40 SPRAY FOAM 7 "CEDAR BEAM @ .IN5UL ATION FINISH GRADE O ''x 2 5}'CEDAR E3EAM AIR BARRIER MEMBRANE "'COX PLYWOOD 1 .. I6'O C.(i;?)-PTD. - BEYOND P'17 .HEATHINGCUMFACI'ED }"x2}D.-PT . 6EAM CEDAR -LfDG.CEDAR - COL.BEYOND -' F1` dACKFlLL AIR BARRIER MEMBRANE —CONCRETE BEYOND.-PTD. BEAM @ 10 O.C. :FUGFR-I"D. I �j rr COPPE FLSIGPTD W W li 'I_EDAR.SHINGLE HA11"'CEI. CROWN - : FOUNDATION WALL HEKII f'G310 OF; � ~DAM PROOFING 2.r STUD WALL 2.DECK FRAME- EOL AL OIL FINISH-34' ADHERE TO CO CT ION - W L SEE 51'RUCTURAL ABOVE NOSINGNAT.FIN. �] W 'ij" IO2' II DRP.W NGS @5 KEt AR VERT,/ j'DIA.PVC PIPE 1 x4 IPE DECKING NEWEL CAP-�BRO-SGO- 3'CONCRETE HOR Z.@ 2'O.C. Q /1 SPACER(TYP) NANTUCY.LT PLATEAU N SLAB BOTH 1vA15 2x RIM JOIST- ;"LAG DOLTS 16" SEE STRUCTURALCE9907000'.V-PTD. - - 10' 8' O.C.-STAGGERED TAB DRAWINGS TO'OF CONC.SLAB W O EISV.=5'-O' 4x4 MAHOG. Fey CEDAR j NEWEL-PTD. 4'PERFORATED FN+i 4x 10 CEDAR SHINGLE •x I°PVC IPE CECKING PVC FOIINDAT'ION U BEAM-PTD. NI 5COTIA-PTD. CRAIrJ IN GRAVE: ^ W t 1.WE DECKING 7READ5 G MIT..\'.AFOR W/FILTER FABRIC F� 4.10 CEDAR BEAM- &,3' P\ AZEK BASE AZEK R15ER W/ 'C BARRIER 4V,/OVOLO EDGE- SCOTIA PTD. \V.W.F: L �r� PTO. PTD. (TI'P)' 1 2424'CONT. LCC CAP W/ICE:4 1x1 O AZEK Ix4 P.T.HANGER � - FOOT ING W/ - WATER SHIELD BELOW 2.NAILER-SEE RIM BOARD @ EA.STRINGER fE1 SOIL- ¢I L. STRUCTURAL CONE.FOOTING COMPACTED 2-YS BgRS 60L. OI_ ' DRAWINGS BEYOND-SEE P.T.STRINGERS @ COLUMN BEYOND- COLUMN BEYOND- I Ixl O.AZF:K TRIM STRUCTURAL _ 16"O.C. •... DRAWINGS--] SCE FM.ELEVATIONS SET:EXT.ELEVATIONSELEVATIONSy. CONC.FOOTING- Ll _ SEE OFT. 2/A7 A7 IJJ PERGOLA DETAIL-LOOKING EAST I "= I'-0" 14 PERGOLA DETAIL-LOOKING NORTH ' = I'-O" 15 PORCH/DECK DETAIL I Z'= I'-0" 16 ENTRY STAIR HANDRAIL DETAIL �"= -O" -7 TYPICAL WALL SECTION 3/4°_!•_o CL05ED CELL 5PPAY m `DAM INSULATION PLYWD SHEATH NG CLOSED CELL SPRAY I STOOL CAP BELOW + FOAM INSULATION I _ NOTE AL'N`W W':NDOIr TO BE AN'DERSEN-A 5 k 5,51ORN: � - AIR BARRIER M;MBRANE INTERIOR`INISn-5F-E I - - LAP OVER FLASHING TAPE I PLrhv.sreaTnmG WINDOW SCI1 ED U LE WATCH PROTECTION W/ CLAD EXTERIOR FRI.A.D MERIOR FI'JFjH SCHEUJLE INTERIOR FINISH-. 'x ly,'TRIM-SEE /CAP FLASHING AIR BARRIER MEMBRANE- SEE FINISH - FIN'.5CHED. SYN7BOL ROUGH OPENING DETAILS "m TURN INTO JA.MU MANUFACTURE R/ fLSHING TAPE I SCHEDULE _ HEADER HEIGHT REMARKS CED/2 SHINGLE SIDING CEDAR SHINGLE SIDING I .O _ - -H J 5 MOUELq JAMB EXTENSION W1DTI1 HEIGHT WINDOW UNIT- ..........STRUCTURAL SEE FLASHING TAPE - ?.'-I O' S'-C" H'-0" 1 2 4 AD I2 1050 DOUBLE HUNG SINGLE"N11 COPPER CAP FLASHING STRUCTURAL DRAWINGS R FLUOR By . MULLION BY WiN. 2 3'-0" 1 2 4 ADH3OG4 DOUBLE HUNG SINGLE UNIT CA5111G f'TD. -'I -IYP.INT.CASING. MANUE'. HEAD CA511JG- FLANGE-DY WIN.MAN'JF. 4 3 G-7,y G'-4" &'-0" 2/3 4, ADH3464 DOUBLE HUNG TWIN LIMIT-MULLED' PTD. ., \ 2:G FRAMING - - 'SEALANT - 4 5'.1 J. G-4" &tO^ I 2/3 4 AOt'130G4 DOUBLE HUNG TWIN UNIT-MULLED- F.AhGT BY WIN.IdANUF. , 5 3'-0' 6.4' &-0' 1 2/G 4 ADH3OG4 DOUBLE HUNG SINGLE LINT' � } TW.INT.LA$!NG JAMB EXTENSION ' 1 SEALANT A G 3'-4' G-4' 8'-O" 1 2,'G 4 r ADIT34G4 DOUBLE HUNG SINGLE UNIT -�� - WINDOW UNIT SPRAY FOAM 7 3'-2' 3'-4' 141-01 1 SIM. 2 SIM. 4 SIM. APW3234 PICTURE SINGLE UNIT SPRAY POFA". 5'LL BELOW' INSULATION OF SILL BELLOW DOUBLE HUIJG SINGLE UMfi-!7'-1i°HEADER HT.QLIVING RN. Z i IN5UW.(ON I ..IAU. 8 2'-8' 4'6` 7'-I I' 1 2 4 ADH2848 WINDOW UNIT ! Al.VOIDS OF 5NIM SPACE - ,ATHEDRAL CEL'NG W SHIM SPACE - X'Dx 2'AZEK TFJM- +7'-10,' 4'-4' 7'-1 1' 1' 2/3 ADH2844 DOUBLE HUNG l RIPLE UNIT-MULLED STOOL CM BELOW - SEALANT 5 ? HEAD EXTENSION IO 4'-0` 3'-4' 7'-1 i" 1 SIM. 2 5!M. - 5 AAN4034 AWNING SINGLE UNIT - In " _ 2'&" 2'-&" 7'-I 1" 1 SIM. 2 S!M. 4 SIM. ggN4034 A1VIJiNG SINGLE UNIT <'x TYF.WIN,HEAD DETAIL ° 3"=I'-0" 2 TYP.WIN.JAMB DEAL - - 3'=1'-0. -3 'JAMS DETAIL a MULLED UNITS 3= -0" _ WINDOW 1 OTES- I. ALL GLA 2IN'G TO BE IN911L.GLA55 W/A.'WIDE MUM1 IN FULL'DIVIDED LIGHT WITH 5PACER BAP. PFRMA JFNT EXTERIOR AND INTERIOR f.F'JNTIN SEC,EX7ER!OR ELEVATIONS FOR PAT CRN5'-ALL.GLAZING TO Be.O W-F4 SMART-UN P.W/fICATLOCK-IMPACf RF5 5-AN7 DK.COF��iF CON5fRI1C710N I. ALL WINDOWS TO F. PROVID`D WITH NECT55ARY FXTEIJ5ION JAMBS TO ACCOMMODATE WALL A55EIv1B_Y AS R[0'D. 2. PRO/ILEASCRIENS ALL DOUBLE HUNG'WINDOWS-CHARCOAL COLOR , COPPrRF'AN - Q - - - FLA5111NG-TJRH STOCL CAP BELOW' 3. ALL HARDWARE HAVE FINISH 5A5H LOCIS AND FINGER LIFTS ALL TO.BE ANDERSON F.5TArE 5LRIE5 - - T UP 4• 5, ALL WINDOW5 D CONFORM TO! O MPH WIND SPEED.AS PER 780 CMR 530I 2 1.I--5TORM WATCH PROTECTION' PROVIDE ALL'5TAINLL-5 STEEL IN5TAJ AT ON CUPS.. COPPER PAN I `C-'�JA''/"5 y I+TRIM-PTD, GU55ET HEAD PLATL5 A'JOINED UNITS.ETC.I"IN5TALLATION SYSTEM")BY WINDOW C. - FLASHING-TURN 1--� � INTERIOR FINISH-SEE G. ALL WINDOW'S TO CONFORM TO U VALUE 0.30 PER IECC 2015 TABLE.R402.1.2(MA AMENDMENT) UP 4'Q JAMB I SPRAY FOA'v1 7. 5KYUGF'U VA;UE TO BE 0.55 MIN PER.EEC 2015 TABLE R40T_ 2(ACTUAL VLLLX SKYLIGHT U=0.43J WINDOW UNIT ! -FINISH ECPEDJLE - I I I SPRAY FOAM •. I I AI,L VOIDS O JAMB EX(EP:510>!WIND( UNR L - .. INSL�ATICN u() hi PAC BUILT UP POST- NG - " 1 ALL VOIDS OF - SCREEN a B DRAWINGS SPOOL CAP.P" \ STRUCTURAL DRAWL I SHIM SPACE SEALANT WI BACKER ROD SPRAY`OPJJ SCREEN I BLOCKING - - 'IyL STOOL CAP SILL NOS`BY I INSULATION Q N.L. , - SEALANT J.7 BACKER ROD� a BLOCKI^1G VAN.MANUF � -VOID OF'HIM SPACE SILL NOSE BY�Q FLANGE-BY WIN,MANUF. WINDOW UNIT •WIN.MANUF. - F_ANGE BY WIN MANUF. '•' INTEPJ S FINISH-SEE ° t - m z `N M.INT.APRON- - SEALANT PL1AW.SHEATHING �" - � WISH SCHEDULE - < o / CEDAR SHINGLE SIDING AIR BARRIER MEMBRANL'.- Y 5CALAN'f J I ' PLPND SHEATHING (,LOBED CCI.I.SPRAY+ TURN INTO JAMB - z a PAN FLASHING - I IN'FRIOR TINISH-SEE 1L AND WATER SH ELD FOAM INSULATION FIN15H SCHEDULE CO P RRASH.NG WIN.UNIT SILL BELOW y�,C n y O REVISF.U. Of RAFTER SENANT CTYP) FL9NGF-BY WIN.MANUF �1(� AIR BARPJER MEMBRANE- FIBERGLASS - TURN INTO JAMB LL05:0 CELL SPRAY 5H NGL RCOFl'G - BEYOND //q1 I FOAM INSULATION" FLASHING IAPE i yJ.G �I / ' A?CK TRAM PTD. PIYVD SHEATHING ROOF - SL95'LLBELOY.' - CEDAR 51'GI E SIDING SHEATHING ROOF RAFTER - - f. BOSTON U r r( 7 C 4 YP,SILL DETAIL TYP.SILL DETAIL©i DORMER 3 1'-0' 6 MULLION DETAIL QQ STUD P05T 3°=1'-0° MAS, I v AIR BARRIER MEMBRANE- TURN INTO - iAZEKTRIM-P10. OF aq 4 ... .: :'� � a'�a,- + PLYWL.SHEATHING C D5ED C LL 5'RA" FOAM IN JLATIO"J - W ,I r7 _, a FISHING TAPE - ' - 2X6 FRA_MING;MI C SEALANT El tNrf 4 • - ° C FINIS S FINISH-SEE FINISH SOtEDL"E DIKGWIND DO UNR- - �STOOL CAP - • 'WEST ELEVATION BELOW JAMB EXTENSION - SUB 5!L'_BELOW SPRAY FOAM. Q l'JIN.L'NIT.. '1 IN5UTATION Q , - - I, ALL VOIDS OF - -SHIM SPACE h��l 7 MIN.JAMB C BREAKFAST RM.-EAST CORNER DETAIL 3`=I'-0° FIBERGLASS SHINGLES - ` F!BERGLA55/ASPHALT NU E g'CDX'LYWOOC: PROVIDE SKYLIGHT PER•MFC 9AT QOS D CEL SPRAY_ II-- SHINGLES COPPER DRIP EDGE ' SHEATHING INSTALLATION N51'KUCT!CNS FOAM INSULATION O 1-0. ICE 4 WATER SHIELD STEP FLASHING n'V-GROOVE.ACX C�SHINGLE ICE F N'ATER SHIELD- EA.ERSHINGLE COL,RS[-UP UP CURB FRAME �{ - - P HERE EXPOSED- E D-'To FIBERGLASS SHINGLES LIJCER SCTlIGnI LAP + - 'WHERE E%POSED-PTD - - SKYLIGHT'FIA5111NC .CE c N'ATF.R SHIELD- « - - RAFTER RSEEAL I x6 A_EK TRIM_PTO OF CURB FRANC -SKYLIGHT CAP SKYLIC--PIT CAP STRUCTURAL FLYING RAFTER-PTO GLA55 ` DRAWINGS PLIVD.SHEATHING _ ° CLOSEDCELL CLOSED CELL SPRAY -- ROOF FRAME- . SPRAY FOAM "COX PLYWOOD FOAM INSULATION SCE STIU1f iLIRAL PRAYFOAM SHEATHING SKYLIGHT DRAWINGS AIR BARRIER MEMBRANE - - -- _ _ -_ CURB FRAME .. 1°AZEK PANEL-PTV. .. SKtt.IGHT O O 2x6 57UD WALL CURD FRAME PLATE LSLOPING} Ix4 AZCK TRIM BEYOND- _ I �1A55 ATTIC FR,'AN!E- Q Q PTO V SEE 51'RUCTURAL \/ -IPTTCRIOR FRJI5P1 SET INTERIOR FINISH SET DRAW'ING5 r/'� INTO CURB RABBET INTO CURB RABBET v 1 P ROOF FRAME \ I: - SCE STRUCTI RAL I -SKY_'GHT I.�. NGS 5KYLIGHT 5PIAFT BEYOND 'x I 'AZ KTRIM W/ _' .. .. SHAFT BEYOND • BEVE FU F.DGC PTD. 2x SHAFT 'NTERIOR FINISH-SEE ROVIOE FLASHING AT FRAMING I xG AZE-'C TRIM-1'TO. "FINISH SCHEDULE _� 5KYLIGPtT PER MF'C't - 51G BEY !NSTA LA'ION INS7RL'GI'IUNS A Q` - SEALANT 1 -CEILING BN'ONO I(�I n CEDAR SHINGLE SIDING O - I I 12 PANELED GABLE WALL DETAIL �- I e=I'-1 I J. SKYLIGHT DETAIL C 51DE I I'-0' I !} 5KYUGHT DETAIL rLl.TOP CLOSED CELL 5PAY' C-OSEC.CELL FOAM NSULATiON ~---CEDAR SHINGLE SIDING, 5PAY FOAMAIR a PLYWND_HEATH!NC INSULATION IAPO OVER CAP FLASHIH,iNG ,�c •b.`o A.IR DARKER MEMDRANF- TNT TP,IMSFE - PI.'M'D. I D C�^�..!c c MT.FIN 5LE FIN 5CIIED. LAP OVER CAP FLASHING WOOD< INT E DVS .2xG!/ALL SHEATHING J Imo` i CEDAR SH NGLE SIDING DOOR✓l�l ILDU LL - HEADER-$EE G. DOOR FRAMIfJG ' \ 510120011T c .STRUCTURAL DRAWINGS %' `COPPER FLASHING Ih'.FIN:SEE FIN - SIZE. DETAILS N 5L1`ED. _ TYI'.INT:HEAD CA5ING - =. _ COPPFRFLASHING- M DE5CRIPTION FiNi5H T-HO71111-11- 7-0 RfNARf5 3 HEADER-SEE V - V✓I D1H Hf:IG117 TI1CM5 HEADFIA1111 5ILL CASING. .PT MEAD _.._: . n P.ULTLoAL DRAWINGS 71 DOOR _ SV "•OL GATING-PTO, 212x4 MULLION FRAME ..: R - I FOP,ESTERSTOP-F 2800GLASS,RA - - - - - TYP.INT.HEAD ( `� h. i, v J L _ I j 8.5"R.Q. PANEL,RAIL 4 STILE DOOK!N MAHOG FRAMt W1 MULLED CASING j 5�A7FK HEAD EXT.SWING 3'.0 N'/ j" NAT. 1 2 4 NIAHOG. I NIAHOG 41NSUL GLASS TRANSOM 42 Ow MAHOG 4 CASING-F-D TRANSOM MULLED MAHOG k Ir T'- TEMP 1 IL RAISED PANEL SEALANT R.O. R.O. RA11.4 STll.f.SIDELIGHT'-SEE EASt CLFV ON A. j x 4;�'A?EK TRIM TRANSOM 511.1: SPRAY FOAM IMSJL.@ ALL PI YWD.SHEATHING P SPRAY=OAM INSV!.© 2 EXT.SWING 1.,. 7'-0' 1 X" NAT. 3 5 4 MAHOG, 2 l.US70M MAH(CANY 4 IN51JI G.ASS,RAI^^>ED 1 J TRANSOM 5.'SH SLOPED TO DRAIN VOID5 OF$HIM SPACE(TYF) \dUs OF OHIN"SPACE PANEL,RAIL 4 STILE IN5W NG DOOR IN MAHOG.FRAME � CEDAR.5HING!E DOOR HEAD PRASE ADOVE .- O -_ .:IDING 3 4 7'-O'h.CUSTOM 4MHOGA'JY4 IN'�LI ,.ASS RAISED I'.AZEKTRIM; - .'I SEALANT 3 EXT.SWING 3'-D" 7'-O' Ix" NAT. MAFIOG. 2 7 �x 51 M. 5!Im 51M. ANSI-,PAIL 4 51 ILL!OUI SWING DOOR.IN MAHOG PP.AME x CA - I WV!SLOPED TOP DOOR SILL BEI.OWV AIR BARRIER MEMBRANE-B(TYP) .. TURN INTO JAMB(TYP) DOOR FRAME N INPF. D !.. L SLI `NOOU 4 GUSS OMPRESSIDLE'' 4 EXT'.5!IDING 9'4�" ETD. BY DOOR Z I 8'-d'R.IC. I G 7/B 9 DOOR-ANDEPSEN 5rOP.MW'ATCH A-SERIFS FWGDGO8OR CLOSED CELL 5PAY DOOR 1 R p, x TINT.) MANUF 05 0 .l FOAM I`l5UNTION WEATHER STKIPPING ' CLAD MULLED PANEL TV.Y ERRUNI F\N5LjL.SLIDING WOOD k GLASS DOOR, I' CL'tD WD 3 PANEL Tt:"MWA H A- SLIDING GLA55 H W EXT.SLIDING g'-" 8'-d K.O. j' �D' f 7/& S BY DOOR 3 UOOF.-ANDERSEN STORNAW'ATCH A-SERIES-FWG00080L Q '} - ✓ROUND STICUNG K.O. (INT.) Iv!ANUF. V✓/MULLED STATIONARY UNIT RVGD33805 CA51NG BEYOND ti 7'-d' ETD. BY DOOR Q-AD WD.2 PANEL 1EMPERED INSUL SLICING GLA55 G EYi.SLIDING R O 8'-d"R.O. Ij' ,(INT.,) 6 8 9 'MANUF. 3 DOOR-ANDERSEN 51ORMWATCH A SERIES-hVGD70G I I L EXTERIOR WOOD DOOR HEAD @ TRAN501•d DETAIL I TT= 1'-0" 2 EXTERIOR WOOD DOOR JAMB @SIDELIGHT DETAIL ��I!= �-01, 3 EXTERIOR WOOD DOOR HEAD @ IN5'WVING DOOR DETAIL 3: 1'=0° 7 INT.5\nnrac r-G^ 7'-d I I S'f✓ - NONE 4 MOF DOOR 1N WOOD FRAME 5PRA O 4(5@ MOP DOOR IN WOOD FRAME-PROVIDE SLOPED TOP @ NONE. - CLOSEU CELL •! 8 INT.SWING 2%4" 7'-' 17' I 1 - STONE @ ` FOAM N5JLATION SIM. BATH BATH) BEDROOM 203 CLOSET DOOR PANEL - PI.YWD.5HCA'HING .>#` CLOSED CELL SPRAY I FOAN NSULATION - 1 ! ' I AIR BARRIER."AEMDRANE 9 INlT.SWIG 2'-4" G'-8' Ij, I I - NONE 4 MOP DOOR IN WOOD FRAME-PRUVIDE SLOPED 101, Y ROUND 5T!C:I;VG P YWD SHEATHING I ' I P S.h1, INTERIOR.F-NI5H - W OVER FLASHING _ SEE.FIN 5H AL BARRIER MEMBRANE I 1 I .APE 4 CAP FLASHING 11 - WOOD 4 GLA55 TUPJr MO JAMB 1 10 INT SWING 2'-2' 7'-0' I j' I I - NONE 4 MOP DOOR IN WOOD FRAM` DOOR SCHEDULE I I S;M. I I CEDAR 5HINGLf 5'D1NG I"J(ERIOR F'NISY SEE I I 1 I I I CEDAR SHINGLE SIDING ' I FN15:15CHEDUt! 11- II INT.PAIR SWING 2h10R" 7'-O' la" II SIM NONE 6 PAIR OF MDF DOCK:IN WOOD FRAME DOO,000-k5AT Pc ... .AP^ER CA FWHIN RAN ncQD-s� � I ......... I... HfADEP.-SEE G DDO.R HARDWARE .. x4}'Y'EK 1 jx5`AtEK 12 INT.PAJR5WING :2.-4. 7'-O' I�'" S1M. STP!CTLRAL ORAVM'GS PAIR.- 1 i NONE PAIR OF MOP DOORS IN WOOD FRAME NOTES TYP.IT.CASING- _ I: CASING RID. ' CA5 VG'TD _ I' I I I� INT.PAIR SWIIJG 'A.I P. 7'-O' I I I NONE G PAIR.Of NDF COOR.S IN WOOD FRAME COPPER.PAN FLASHING 2XG FRMAING ,.o - ,� � `LASHING TAPE __G° � S:M. 0 FlN.FLOOR ' s MAHOGAIJY - :I ' I FRAMELESS,!EMP,GLA55 SHOWER DOID CE14TUDOOR P.Y :`LAND`-BY DOOR MANUF. SWING SHOWER STONE BY _ MMO5ILL - 1 :4 2'-OP G'-O' j- N.A. - - 10 "GLASSTEC'OR EQUA. PROVIDE SIDELIGHTS AS SFIC•AT'IN TYP.INT:CASING- •I I DOOR SLAB MANUF' ELEVATION-MTL.FIN.TO MATCH BATH FTTIHGS G o T.O.SU3 FLOOR 5EALANT O u > LOOK .-1 F o. E: z ... .. . . .... .. ......... ..... .. ... - srRAr,oAM 1 sALAn: Ia G 1. MDF COOKS TO BE AS MANUF.BY TRUSTILE SEALANT ' DOCP.FRAME 'y G O A REVISED SPRAY�OAM 2. AJDERSEN OTER:OR LhOORS TO 6E A SERIES STORM VtATCH'FRENC11W000-CLAD WOOC W,"FUL!'DIVIDED UC•Hr WOE MU^JTINS,iNSLIL GLA55 AND SPACER. 6 A2EK APRON-ETD. INSULATION @ I �-COOP,FRAME. '.PLW✓D.SUBFLOOR:::'.:':.:':.'.: l-j x WEATHER 515LF TALI VOI5 v - BARSTR CONSTRUCTION NS TE IOR TO ON ELEVATIONS)-GiAZING TO BE CON'-E4 SMARiSUN IP.W'HEATLOCK-U=0S0 MIN.V✓TJ1 IMPACT RESISTANT GIA55 FOR COASTAL I.y. ALL VOIDS Of NTP.THER STRIP-ING ALC\'OLDS C.`CLO5EO CELL SPRAY I I. AIR DARRIER MEMBRANE SHIM SPACE CONSTRLICTICN-EXTERIOR TO 8E WHITE FINi511-PROVIDE NEWBURY HAfJDV Sf d CFHO�!iN F!NI5JI-U.N.O.L'NO FOAM IN5UTATICN WOOD 4 GLA55 5YM 51ACE 3. ALL EXrEPJOR CODES TO CONFORM TO 110 MPH WHO$PEED ZONE PEP.760 CMR 5301.2.1.I.FOR ANDERSON UNT5,PROVIDE-5TORMIVATCH PRO"FCTIOFJ' : DOOR ,HEAD EXFEN5:ONJ DOOR UNIT 4. ALL EXTERIOR DOORS TO CONFORM TO FENESTRATION U-`/ALUE=0.30 PER IECC 2015 TABLE R402.1.2(MA AMENDMENT) Q ` FRAMING.SEE':. •" Fitt.DECK - (Tl STRUC'URA';D2AW9NG5: I DOOR SILL "- PLYWO.SHEATHING I HARDWARE NOTES- • BELOW- CECAR 5 II!JGU: I. PROVIDE ALL KECE55AP.Y 5TP.KE5.R0.5E5,PLATES,E5CUTCHEON5.ETC. ............: 2. PROVIDE F MTD STOP -DOME-YPE B"IV ES FOR DOORS SWVINGING WITHIN .. ................... . I ,.WF 5 D E ES 1 R.� " 20 DCGRCCS OF WALL. _ 3. PROVIDE COMPRE55!5Ur"e TYPE BROh_E NkAIHfR 5TFN`PING A-EXTERIOR.OOOR5 W'/PEMCO RAN HOOD Y 345D 4 5WEEP F3090P. - 4 MAIN ENTRY DOOR 5 L DETAI!- �I IT a EXTEP.IOP,WOOD DOOR JAMB @ II45MNG DOOR DO AIL 3"= 1'_0" SLIDER HEAD DETAIL � 4. PROVIDE 1 112 PAIR HINGES FOR ALL DOORS LESS THAT:7'1'HIGH,2 PA-.R POR DOOR5 OVER T-!'. 4Y��`W/BALL FINIAL,50UARE CORNERS,BALDWIN. r^ v I'_0 "' 3"- I'-On HAGAROR EQUAL W W ! 5. HARDWARE FINISH TO BE PP,OW01!5PUT%h'SH W'RN i0 MATCH ROOM PLUMBING FI IRE FITTINGS AT BATHROOMS - I I 4 CLOSED CELL SPRAY dAM.HSJ ATIdN i HARDWARE SCHEDULE Q z . -I PLYWD.snEArnIrJG I 14 - - ..... INTERIOR FINI H - 5 ; w.� "JC. FUNCTION MANUFACNREP. IA.CH SF HINGES C_05ER REMARK-.e Q ...... A..B.LRPJER MEM6RANE- SCP.ECULf TUPJ1!If(O J:.MB SLIDIrJG DOCK UHT? STATIONARY DOOR UNIT I CEDAR SHINGLE 5!01NG - I I DJTRY T8C MORTLIE LOCK-T➢D BRA55 W75 NONE - z 2 FOE DOCK TBD MORT&100.-TBD BRA55 BUT5 NONE R I, FLASHING TAPE- I': 3 SLOE:'. BYDR h1ANUF. B'DR.IAANUF. N.A. NONE j'x3'CASING TYP.INT.CASING- - - -` O _- FLASHING TAPE I7 V 2xG STUD 2.AZEK CPSI.VG-ETD. j x 4'AZEK - :Ic!`I�1j SUPPORT _ LYWD SHATHING 2xG FRAMING _ CASING-PTO. 4 P:55AGf 12{) C1tIlAft SFr-TBD BRA58 B115 NCtif 4 _ COPPER PAN FUSHPlG MULLION LANE BY DOOR,MANUF. FLANGE-BY DOOR MANUF. k FIt:.FOOR - a 5 PPJVAGY ABC Cri.IhOER SfT-TBD BRA55&IRS NONE' N-T SEALANT(;YP) SEALAJNT. O 0. . JAMB WEN51014 DOOR FRAMT � JAA1B EXTEN51014 DOORFRAME T.O._SUD FLOOR G CLCSET-11 TBD -CTVNDER5ET-TBD BRA55 BUT5 -11 SPRAY FOAM SCRCf:N SPR:.Y FOAM - SCREEN - i•` SEALANT -. INSULATION @ I INSLLATON C� - _ ALL VOIDS CF SLIDING DOOR WIT ALI VOIDS OF .PL1AY0 5JB L OR' j x G AZEK APF.Oh PTD. 5`11M 5PACE I � 1 I I AIR BARRIER MEM6R<.NF I SHIM 5PACE LOSEU CLL ERA. SUOING DOOR UN. (. I FOAM INSULATION I - I I `FPJ.M1^VC SE I FIN.DEG< DOUR SILL DOORSILL BELOA' I STRLC?URAI vRAMN 5 - ' ILIA SHEATHING rT, - I BELOW I " I EDAR SH DING.. IDING, 7 5LIDEPM!ULLIONDETAIL 3°= �'-01, 8 SLIDER JAMB DETAIL 311= �'0° 9 5AIDEP5ILLDETAIL T= I'-0n q N� ;[ ( M--1 -\ 5Er FLAN FOR WALL - �. 5g,n ►+� THICKNESS - NIT.FINI.HSEEFINISH - ,^ Ea>�JfN, �1lA°a SHOWER DOOR � SCHEOLLFJ INT.ELEVATIONS TLE WALL BEYOND WOOD STLJS _ - �AaP 9•.� g ��pp 4x.� i STONE THRE5H01.D. .'YP CASING , - > 0f F7A �� �I• PAN 'LOPE r0 DRAIN INTO 5HONtiR-EASED N)GE5 uKlY�'Sa4 CEMENT CF.hIENT 50ARC - BOARD TILE O JEER MEMBRANE.PAN 50LID WD JAMB- ' TILE OR COPPER PAN POFtAR WHERE PrD. MATCH WVD,SPECIES TO THIN SEi ROOM RIM IF HA WV. TLLE TRIM EITHER SIDE OF - OPE`JING WOOD D'JOR - .. MUD SET - SUB FLOOR FT A9 10 TYP.5HOWEP DOOR 5ILL DETAIL 57 �-0 l I TYP.INTERIOR DOOR HEAD DETAIL(JAMB 51M.) .3T'= 11-0` 12 _ 131 1 4 ' �m APPLIANCE SCHEDULE FINISH SCHEDULE " Nc 5YMBOL APPLIANCE MANUFACTURER-MODEL NUMB R,ER# COLOR REMARK5 RM# ROOM NAME FLOOR BASE WALL5 CEILING - REMARK5 E o 1'a NORTH SOUTH EA5T WE5T - AI REFRIGERATORTREEZER TBD 36'-PROVIDE WATER 10 ICE MAKER - MhTL. FINISH MATL. P!Il15H MALL. FINISH MATL. PI11151 MATL. FINISH MAIL. FINISH MATL FINISH A2 RANGE 100 36"-PROPANE - - 101 LIVING%DINING WD. NAT'. WU. PTD. TBD TBD TBD I'BD TBD TIED TBD TBD TBD TBD A3 NOT USED 102 BREAKFAST WD. NAT. KD. PTD. A4 HOOD TBD 36'-600 CFM 103 KITCMEN WD. NAT. V•D. Pi D. TILE EPIA5H @ RAN(;[ AS DISH\VA5HER TBD 24" L1 •;; 104 LAV. PILE SEAL WD. PTD. O A6 MICROWAVE TBD A7 DR:'ER TBD ELECTRIC 205/24O'V-VENTED J05 FOYER 'WD. NAT. WD, PTO, NATURAL.PIN.WOOD TREADS/RAILINGS.PI'I-RISERS �• - �'• Ph WASHER TBD ELECTRIC I I OV-PROVIDE 1101 4 COLD WATER.TO WA5HER-PROVIDE AUTOMATIC %06 STUDY/DE W GUEST ROOM WO. NAT. WD. PTD. � Z IVATER 511UT OFT-DEVICE Wi WATER BUG 5EN50R A5 STACK 4'—IR/DRYER TBD - • ELECTRIC 208/240V W/VENTED DRYER-PROVIDE HOT 4 COLD WATER TO WASHER- i 0. BATH TILE SEAL V•D. PTD. O PROVIDE AUTOMATIC WATER 5HL'T Off DEVICE W.3 WATER BIJG SENSOR @ FLODR jn N 108 MUD ftCDM WD. NAT. WD.. I';'D. 09 MECH. _ - _ U• PLUMBING FIXTURE SHEDULE MANUFACTURER-MODEL #�... SYMBOL ROOM FIXTURE COLOR FITTI NG5 REMARKS Ta TBD TIED T5D TBD TBD TBD TBD TBDzo1 aAi TILE SEAL wD. PTo. TaD oNUMB`R 202 BEDROOM I WD, NAT'. WD. PTD. PI KITCHEN K!TCMEN SINK TBD TBD PROVIDE Y H.P.INSINKERATOK GARBAGE DISPOSER-CON'1.TEED 203 BEDP.00M-2 WD. NAT. WD. PTD. P2 LAV. WATER CLOSET TBD TBD - 20} STNR HAI1 KD. NAT. KD. ETD. - - P3. LAV. LAVATORY TBD - TIED - 205 MASTER BEDROOM WD. NAT. .WD. PTD. - - 206 WALK IN CLOSET IMU.. NAT. WTI. TD. . . P4 BATH LAVATORY TBD TBD 207 MASTER BATH -TILE SEAL WD. ETD. ` P5 -BATH WATER CLOSET TBD' 150 - p j ' F PG BATH SHOWER TBD _ TBU $. y REVISED P7 BATH TUB -6D TBD . FINISH SCHEDULE NOTES WD I 00%PJFT 4-SAWN 'IMDE 1VAIITE.OAK STRIP FLOORING IN 4',6 4 8'LENGTHS Q IIAI: NATURAL fINI5H 1 COATSTAN 3 COATS WATER BASED IDLY 5TAI\COLOR AND SHEE`J TO BE DETERMINED-SAMPLES TO BE PROVIDED D q F8 MA51ETILIb E SL BATH LAVATORY '150 •. TBD STON E' IpD BD.• a pp ^ L /� r`/l E1119 MASTER BA:H WATER CLOSET TDD- TBUMASTER BATH 5HOWER TBD TBD 1:4 W La to 41,.5530 ear � Q m PLL'yIBING FIXTURF/FITTING NOTE5 - �, BOSTON Q ►—� I.PROVIDE ALL REQUIRED',RAPS.VALVES,TRIP' VERS TAILPIECES,DR.AINS,.ec � .. � LL1ASr1 2.SEE APPLIANCE SCHEDULE FOR APPLIANCES REQUIRING PLUMBING-PROVIDE ALL - - .. - 1 _' 3.P-OVIDE PIPING DRTH, AUTO THE OATS,ETC aY ��c: IM 3 PRCVIGE @ EACH BAT ONE OF THE FCLLOK'ING - - - �• i^�� IM 7 BATH ACCESSORIES: - - - - - - 9 V' �7 T P HOLDEK PER BATh - - T. ROBE HOOK I PER BATH. . - , � t� "OWCL BAR. I PER BATH-(UNLESS NOTED OR 5HOVA OI'HERW SE) �3' Q a cd w • a W a Z Q Z � x w u �nnccc GENERAL NOTES 'e a OIMESS NOTED ON DRAWINGS OR SPECIFICATIONS) 1 L 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NITH THE ARCHITECTURAL MECHANICAL, 1. ALL STRUCTURAL LUMBER AND THEIR CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OF ELECTRICAL AND SHOP DRAWINGS MID SPECIFICATIONS THE NFPA'NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION'AND SUPPLEMENT-DESIGN 3 2 ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANY DISCREPANCIES FOR WOW CONSTRUCTION.' BE SHALL - BE BROUfMHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE AFFECTED 2 ALL SILLS SHALL BE PRESERVATIVE PRESSURE TREATED SOUTHERN PINE NO.2 OR BETTER. PORTION OF THE WORK. . I SOP ORANNGS FOR REINFORCING STEEL(INCLUDING ALL ACCESSORIES AND STRUCTURAL STEEL a ALL STRUCTURAL FLOOR/ROOF WOOD FRAMING(JOISTS RAFTERS STUDS,UNTIES AND PLATES) ( ) SHALL BE SPRUCE PIKE FlR-NO.IMO.2 OR BETTER WITH Fb-075 PS;Fv-70 PSI;E- SHALL BE SUBMITTED TO THE ARCHITECT AND A STAMPED ACCEPTANCE RECEIVED BEFORE 1 ADO ODO PSI. LN.iWNLER - FABRICATION CAN PRO®. MC11ON SHALL BE MADE FROM APPROVED SHOP DRAWINGS ONLY. 4. ALL EXPOSED RAFTERS AND BEAMS TO BE i1 SPF - 4. DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS - iL UNlt55 OTHERWISE NOTED, 5. PROVIDE DOUBLE STUDS(MINIMUM)UNDER ALL HEADERS.OR BUILT UP BEAMS UNLESS OTHERWS Q �? S. REFER TO ARCHITECTURAL DRAWNGS FOR DIMENSIONS AND/OR ELEVATIONS NOT SHOW ON THE NOTED. SUCH STUDS SHALL CONTINUE FROM THE PANT OF LOAD APPLICATION TO THE - <„ STRUCTURAL DRAWINGS. FOUNDATION. NOCID COLUMN Clip =f B. ALL FLUSH(SIDE-MOUNTED)CONNECTIONS SHALL HAVE BEAM OR JDW HANGERS CAPABLE OF 11TMNERS ANGLE Z 6. THE CONTRACTOR STALL PROVIDE ALL NECESSARY TEMPORARY STORING AND BRACING FOR TIME - - l7 BUILDING OUPoNG CONSTRUCTION. SUPPORTING THE MAXIMUM REACTION O THE MEMBER 7. .ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING WIDE.2OD3 7. ALL POST TO BEAM CONNECTIONS SHALL HAVE A METAL POST CAP,UNLESS OTHERWISE NOTED. BEAM TO BEAM CONNECTION BEARING FOR DOOR OR WINDOW HEADER BEARING AT WOOD COLUMN BEARING AT EXTERIOR WALL er6Rtu A�C� A a EDITION 8. ALL CONNECTIONS SHALL CONFORM TO THE CURRENT EDITION OF THE NATIONAL DESIGN C(� �J• G� ®�K' an 3 LORDS SP W EancATm FOR WO OONSRRUCTON.AND THE CONTRACT DOaDMENTS. TYPICAL LA DETAILS 4�� J� 'Vt�. �� d ' 9. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF ROOF LOADS . TIMBER OONSTRUCTON'S'CONSIRUCTION MANUAL*. A. SNOW AND DRIFT " P¢JO PSF+DRIFT,25 PSF YIN FLAT' B. ROOFING AND INSULATION 10 PS 10. ALL STRUCTURAL LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(LSL),AND $aSYi,N. C. SERVICES 5 PSF PARALLEL STAND LUMBER(PSL)SHALL CONFORM TO THE LATEST EDITION OF THE'NATIONAL - ' 0. CEILING(WHERE THEY OCCUR) 5 PS DESIGN SPECIFICATIONS FOR WDCO'AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES . A$M - E STRUCTURE ACTUAL WEIGHTS OF MATERIALS oa,c IN, •+,�.` a. Fb=Z900 PSI Fb=ZSOO PS Fb=Z,600 PSI FRAMED BOOR LOADS Fv=29D PS Fv=295 PSI Fv=400 PSI - - � s.- e' A LAVE LOAD 40 PSF E=2DW,acO PSI E=1,900,OOD PSI E=0,700,000 PS � � � �.�_•` B. SRVICES AND CEILING 10 PS 11. ALL STEEL HARDWARE SHALL BE HOT-DPPED GALVANIZED. PROVIDE AND INSTALL STAMPED AND COLUMN COLUMN - 160 NAILS ', C. STRUCTURE - ACTUAL WEIGHTS OF MATERIALS FABRICATED STEEL OF THE TYPE INDICATED AS REQUIRED IN THE CONSTRUCTION DOCUMENTS OR POSE( POST - J ROWS FOR 2re1s �+ CONNECTION SHOP.DRAWINGS. NAILS SHALL BE THOSE FURNISHED BY THE MANUFACTURER FOR STD.AC POST CAPS STD.ACE POST CAPS yy 2'-0'(TYP.)(TYP•) LL.. 4 ROWS FOR 2x10-2v12'1 @ WIND V=115 MPH ` THIS SPEGFlC USE NAILS SHALL BE ILLY DRIVEN IN ALL HOLES IN THE HANGER OR ANCHOR - BY 9YPSON OR Ed1A1. BY SNPSXN GR EOUAL •I 'I MICRO-LAMS "•TECD'OR'BMPSON'HANGERS CONFORMING 1D THE REQUIREMENTS INDICATED,SHALL BE ,,, EARTIRWAKE - Sa=0.20:S=G054 PROVIDED. - FOUNDATION: 12 ALL FASTENING SHALL BE IN ACCORDANCE WITH TIff FASTENING SCHEDULE PER THE INTERNATIONALE � 1. THE BOTTOM SURFACE Of EACH FOOTING SHALL REST ON UNDISTURBED NATURAL BEARING BUILDING CODE,MASSACHUSETTS LATEST EDITION. - + + + + • + - SMATUM,OR 6 INCHES OF AV CRUSHED STONE PLACED ON THE SURFACE OF NATURAL BEARING 11 STRUCTURAL WOW MEMBERS SHALL NOT BE CUT,NOTCHED OR PIERCED IN EXCESS OF THE STRATUM. THE DESIGN BEARING VALUE FOR ALL FOOTINGS IS 2.0 TONS PER SQUARE FOOT. - LIMITATIONS SPECIFIED IN THE INTERNATIONAL BUILDING CODE. - BEAN(Lai BEAM(IL - - BEAM(LN.)VERIFY IN FlEED:CAPACITY STALL BE FIELD VERIFIED. COUMN STAGGERING MARS NAIL EACH m Fes- 14. ALL TOP MOUN7ED JOISTS SHALL HAVE A MINIMUM BEARING OF 3 7j'.• COLUMN - 2. THE BOTTUM OF EACH EXTERIOR FOOTING SHALL BE A MINIMUM OF 4'-0'BELOW FINISHED GRADE ppST POST - ADO/TONAL MEMBER WITH THE Tn h 0 REVISED ACTUAL FOOTING GRADES SHALL BE ALTERED,AS NECESSARY,AT THE DIRECTION OF THE 15. ALL NEW PLYWOOD/WOOD DECKING SHALL BE NAILED WITH 8d NAILS o 6'ON CENTER AT EACH - lIQTE; REQUIRED PA7IFRN• SIDE OF EDGE JOINT PANEL EDGES AND AT ALL INTERMEDIATE SUPPORTS . - 2-ROWS OF}'A ARCHITECT ib SUIT THE CONTOURS O THE BEARING STRATA _ ( ) ALL NAILS FOR BUILT-UP MEMBERS SMELL BE 16d HARDENED THROUGH BOLTS a 16, , ANNULARLY OR HELICALLY THREADED,ZINC OR CEMENT M47ED a BENEATH SA85 ON GRADE PROVIDE A 5 MIL POLYETHYLENE VAPOR BARRIER AND 6'(INCH)SLAB 16. ALL NEW PLYWOOD WOOD DECKING SHALL SPAN PERPENDICULAR TO JOISTS,UNLESS OTHERWISE AT INTERIOR CONNEC110N AT END CONNECTION GG • BASE COURSE SOIL OVER'A LAYER OF FILTER FABRIC WICH IS LAID DIRECTLY ON THE EXISTING NOTED. / - FOR fXRfA7ER(W�P/TUG STRENGTH - SOIL(OR COMPACTED STRUCTURAL FELL)SJBGRADE.. WERE UNSUITABLE SOILS ARE ENCOUNTERED, TYPICAL WOOD BEAM TO 2 OR J PLIES - 1 H1E5 OR 90f LOADED MEMBERS rT, THEY SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL_ .17. PROVIDE 2X BLOCKING AT ALL UNSUPPORTED PLYWOOD EDGES.AT STUD WALL SHEATHING A UNLESS OTHERWISE NOTED,NO BACIOLL SHALL BE PLACID AGAINST FOUNDATION WALLS RETAINING I& UNLESS OTHERWISE NOTED ON THE DRAWINGS,ALL STUD WALLS SHALL BE CAPPED NTH DOUBLE ..WOOD POST CONNECTION DETAILS _ TYPICAL BUILT-UP BEAM DETAIL N EARTH UNLESS WALLS ARE BIFFICIENTLY BRACED TO PREVENT MOVEMENT OR STRUCTURAL DAMAGE. TOP PLATES INSTALLED TO PROVIDE OVERLAPPING CORNERS AND WALL INTERSECTIONS TOP PLATS SHALL BE GFBEr NOT LESS THAN 48. 1CONCEALED CONNEC77ONS S. FOR CONSTRUCTION FR m F UNDER WINTER CONDITIONN L THE BUILDING AND FLOOR SOBS SHALL BE - nJ PROTECTED FROM FREEZING TEMPERATURES UNTIL THE BUILDING IS ENCLOSED AND HEATED. 19. ENDS O ALL ROOF FRAMING MEMBERS SHALL RECEIVE HIIIBBCANE TES CONCRETE 20. ALL NAILING ASSOCIATED WITH STUD WALL FRAMING SHALL BE IN ACCORDANCE NTH THE - O] 1. ALL CONCRETE STALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF4000 PS AT 28 DAYS. ALL MASSACHUSETTS STATE BUILDING CODE-TABLE 2304.5*FASTENING SCHEDULE' [a- ' REINFORCED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AID 318 AND ACI 3D1. - - .. (J)-2x LJNIEL W/(2)- 21. ALL EXPOSED TO VIEW CONNECTIONS SHALL BE ARCHITECTURAL GRADE AND SPECIFICALLY - 1/2'PLYWOOD SPACER * QW' 2. All REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60(DEFORMED). BY THE ARCHIECT.EO)., , � SEE HEADER SCHEDULE. � � - 22 PROVIDE HOD DOWNS AT ALL BUILDING CORNERS PER DETAIL ON Si FOR SIZE. a LAP ALL CONTINUOUS BARS 48 BAR DIAMETERS Q Z STRUCTURAL STEEL 4. ALL WELDED WIRE FABRIC SHAIl CONFORM TO ASM A18S LAP 2 SQUARES AT ALL JOINTS AND THE O s-0•ON CANTER. . 1. ALL STRUCTURAL STEEL MATERIALS WORKMANSHIP.AND DETAILS SHALL CONFORM To THE LATEST - PLYWOOD SHEATHING _EDITION OF THE AISC'SPECIFI ;ON FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS - 5. CFM CONCRETE PROTECTION FOR REINFORCING DESIGN AND PLASTIC OESGN'AND MSC'CODE O STANDARD PRACTICE FOR STEEL BUILDINGS AND. A. FOOTINGS s BRIDGES'. STRUCTURAL STIR SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS - + +' 2X6 B. FOUNDATION WALLS:2' T ... r PROVIDE A MIN.Of - STUD WALL DOOR WI . C. PAVING SLABS 1'FROM TIP STRUCTURAL STEEL W-SHAPED.______..._....__.___...,.ASIN A892(GLIDE 50) / NDOW HEADER SCHEDULE o, - STRUCTURAL STEEL TJBIES...__._._....._...__...........-.....AS]N A500,GRACE B(Fp46 KS) (2)-2Y6 BEMNO STUDS + AT EXTERIOR& INTERIOR BEARING'WALLS-U.N.O.0. BEAMS 1 Jr TO STIRRUPS � STRUCTURAL STEEL PLATS,CHANNELS AND ANGLES....ASIM AM � WHERE REOLERM.- - 2x6 . . 2 ALL STEEL BEAM all M FIELD CONNECT HEADER fdEAR SPAN HEADER SIZE JAMB SIZE � 6. NO BARS SHALL BE CUT(Xt OMITTED IN THE FIELD BECAUSE OF BEEVES,OOCi OPENINGS OR (PIS SHALL BE HIGH STRENGTH BOLTED TO CONFORM TO- ' RECESSES' BARS MAY BE MOVED ASIDE WITHOUT fJIANCE IN LEVEL NTH THE APPROVAL O THE AS1M A325-N,UNLESS OTHERWISE NOTED. WHERE WELDING IS SPECIFIED,WELDING SIMl CONFORM - ' 16d COMMON NAILS UP TO 4-0 �(J)=2 X t3s MINIMUM � (2)-2 X 6 ARCHITECT. TO'STRUCTURAL WELDING CODE*AWS 01.1,LATEST EDITION.OF THE AMERICAN WELDING SOCIETY, - ++ TYPICAL NAILING } 2"PLYWOOD 4'-O'TO 6'-0' (J)-2 X 10's MINIMUM (2)-2 X 6 E70 SERIES 7. NO PIPES SHALL PASS THROUGH CONCRETEDSPACED WITHOUT THE PERMISSION PATTERN. O THE ARCHITECT. _IECT STEEL CIN712 COLUMN MIN.(J)-2x6. SPACERS .. 6'-0'OR GREATER (J) 2 X 12's MINIMUM (2)-2 X 6 PIPE REEVES STALL BE FRONDED AND SPACED A MINIMUM O THREE PIPE DIAMETERS APART. a .PROVIDE I16'THICK MINIMUM STIFFENER PLATES AT ALL BEAMS OVER COLUMNS AND AT 4-2x6 NHIRE RE IRED. - ALL O W NOTE PROVIDE 1 COLUMNS OVER BEAMS + O JACK STUN IN OW OR TO JAMB STUDS _ B ALL CONDUIT SHALL RUN ABOVE BOTTOM RENFORdNG,BELOW TOP REINFORCING,AND INSIDE WALL - REFER TO DOOR�WiNDOW , ' SEE TYMCAL FRAMING AT WINDOW f)R DOOR ELEVATION REINFORCING LINES OF CONDUIT SHALL BE SPACED NOT CLOSER THAN THREE CONDUIT DIAMETERS - 4. ALL STRUCTURAL STEEL BEAMS AND COLUMNS STALL BE UNPRMED, - HEADER SCHEDULE FOR SIZE ON CENTER. MAXIMUM SZE O CONDUIT IN SLAB SHALL BE EQUAL TO 1/3 OF THE SLAB OR WALL- - TICKNESS. S PROVIDE Y INCH THICK LEVELING PLATE AND%(*)OF NON-SHRINK GROUT UNDER ALL COLUMN + 9. ALL KEYS SHALL BE Y BY C WITH BEVELED SIDES(UNLESS OTHERWISE NOTED} - BASE PLATES SUPPORTED ON MASONRY. LEVELING PLATES SHALL BE SET AND GROUTED SOLID + - BEFORE ERECTION OF COLUMN. - 2x6 10. DETAILS NOT SHOW IN THE DRAWINGS SHALL BE N ACCORDANCE NTH THE LATEST EDITION O _ + + 16d GALV.NAILS THE AID DETAILING MANUAL 315. 8. ALL'SMPONESUPPORTED'CONNECTIONS SHALL BE SELECTED BY THE STEEL FABRICATOR TO 12 PER STUD(TYP.) TYPICAL DOOR/ ' ' SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD � t - 11. ALL CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. TABLESPUON,PART 2 O THE AISC MANUAL D STEEL CONSTRUCTION,ALLOWABLE STRESS DESIGN,9TI WINDOW HEADER CI� TABLES,FORT GIVEN BEAM,SPAN AND GLADE O STEEL SIN,ALLOWABLE 12. PROVIDE A MINIMUM O 3 SAMPLES FOR STRENGTH TESTS OF CONCRETE PLACED FOR FOUNDATION 2x6 SOLE PLA 7E - �1 WALLS t PARING SAGS AS REWIRED. 7. ALL WENDING WITH BE PERFORMED BY CERTIFIED WELDERS ALL CERTIFICATIONS MUST BE _ AND LINTEL 'DETAIL - QIL WELDING (La HALL E PERFORMED MONTHS O Y CERTIFIED OF WENDINGL B. SHORT SLOTTED HORIZONTAL HOLES IN WEB O BEAM FOR BOLTED CONNECTIONS ARE PERMISSIBLE .TYPICAL LINTEL DETAIL 9. PROVIDE A MINIMUM O)i FILLET WELDS(ALL AROUND)AT WELDED COBNECTIONS UNLESS - OVER.8'-0" OPENING OTHERWISE NOTED. - 10. ALL STRUCTURAL STEEL AND ASSOCIATED CONNECTIONS EXPOSED TO THE EXTERIOR SHALL BE • - 1 N"H FWAIDATGN HOT-DIPPED GALVANIZED,U.N.O. WALL NOTE A 16 D 16 D 1E NO A 3 STUDS(MIN. CCVC.BRIO(SUPPORTS ) MI J'0'O.C.FAfl1 WAY i W.W.F. W ti ..v' SIMPSON N D W5 ^. a - c ,f HOD DOWNS h�i COMER BARS k a, DOWELS END BINS 2-/5 1- TO MA 10H i TO MATCH TO MATCH NOTE 4'-0"LG H@WZ RDNF. NORM BEEN Hagm REW.. OLD DOWNS TO BE SEF FOUNDATION SET BY TEMPLATE NOIES INSIDE CORNER - PAVING SL SLAB EDGE DETAIL AB CORNER INTERSECTION END FDN.WALL - .. - ...NOTE A 48 BAR DIAMETERS MINIMUM , - - si TYPICAL PAVING SLAB DETAILS TYPICAL CONCRETE WALL DETAILS CORNER HOLD DOWN DETAIL �a bb o 7 d It'_ - m 01 14'-6' I i'-6' -- 14=� I'-7' 5'-6' 10'D. OUT51DE FACE.OF Y CONC.fOOTING N%d4 - CL .I. DECK FRAME ABOVE - BAR5 Q 12'B t WnTYPI OUTSIDE FACE O OF DECK - ---_ - - ---- FRAME ABOVE rr 1 O'CIA. 0"i I-5 6'1 V.'l' N4 BAR VERT '';0"I I-5'0'I t 5 Q"1 b Z . RYf'.IN51DL-PIER5I I _ 2 ' — — I o 1.5,0.1 15'0'7 TOP OF CONIC. SMART VENT WALL ELEV=-I'-S' N 1 540 510- 1 5.5.FINISH fr1-) • 1 b o A1A.S W B AMCONIC. A' PGCKEI(il'P) �.V✓P.LL EIPV=-I'-S" li 'O o • ' • • .a .. in ( •l i.3'CQNC 6 ARRPn CC PACT D•SANOOR l 6 4 F _ .ON L Al O G 67 z nrP) r--- O ti REVISED T p.c SUB s d I — BEAM - ,q�M - I 1 I 31'^TL.,AJ.Y col: POCK•T/ I ;rrP) 16 (G=1'1 • L--- CONIC FILLD(ttP) PGCY,[i('YPi r---'t r---� - r--- W w I3-o•x 3 C'..O"D. — —CONIC FOOTING W/ • i —J —J 8'-4' 7'-5' I I' _d + Id 6' _ I 12'-2' 96` Ida Air ' Imo_SMART V'EN� _ - • - I I - /r^'17 � O- 5.FINISH(il'P1 b II I l-G'-6) • e /--1 TOP OF GONG. - TOP OF CONIC. (o b .. oz WALL ELEV. -!'-4" - - 51VAI T VI M WALL ELEV,=-I'-4' �" OUTSIDE F /�/ a 4 - I - 1 F'�1 W .I C 5 C r^7 I ACE 0, 1� s - L_————— ————— - ——— —— —— — — 5 n - - (6.a•I N a _ - 5.5 FINI I K F ,J DEC RA SE '. LEA .. HMO FOG -1 CONC.F(?OIING W/kA �.ML•( BAR5 L;12'B.E N'(m'1 (6()'1 4 - - G"DIA.CONIC.PIER O �" ' II.tl4 BAR VtRI - 0Y?.IN51DE P':RS) 37'-1 1• I d-5' 5'-2- 1'-10..` ... 60.-0. 71'-0' F O U N D A T I O N PLAN fOUNDATION NO75: TOP OF FIRST FLOOR SUBFLOOR CALLED O'-0"(ACTUAL=13.0)P. T.O.C.=TOP OF CONCRETE WALL OR 5WB ELEVATION- -x" 3. [+'-x°7=BOTTOM OF FOOTING ELEVATION 4. PLACE ALL CONCRETE ON SOIL CAPABLE OF BEARING 4000 P.5.F.REMOVE ALL ORGAN'C MATERIAL.BEAR FOOTINGS ON UNDISTURBED EARI"H .. 5 PROVIDE 400C P51 28 CAY CONCRETE MIN. ' ZE (2.)F.T.2x 10 DECK RIM J015T - ON.TIP) O ... 3RIDGING I (3)2-POST' ] (3)24 FO,51 I - . U 1'YPI uj (3)2-POSE 1c: (3)2x6 POST L'P- Y QUP-CDNC. CDNC.PIER DN.PIER ON. 2.10 P.T.F2xI0PT DECK JUST('31G'O.C.] 2xU WOOD DECK J015T-StU0 WALL2x!0 PT. LIP(TYP) CIG'GC. ] R BECK J015T 1111 0 1?11x6 _71 POST UP (3)2+6 I I (3)2x5 2xG WOOD 2x l2 FLOOR' CCNC.WALL P05T UP I a05T UP STUD WALL UP - A." JO ST. IG'O.L, I 12 LVL'LOJF, DN.(TYP) I I I I (TYPI - •� U+� y� JOIST 3 1 G O.c Lokr,.PIER—,, -u 1,e.r.2,io. I I I . ON.(TYP) fl fl ] u ] I NAILER\Nr ( BRIDGING 4___T(2)P T o CONC.WALL I [� ! 55�.'x P ON.(1Y1'C Q n 2) 2"LVL HDR- ?OSTQPi o �IZ J CMV/STC`Jt - BROGING VENEER (ryP) - I 2r12 FLOOR. I ��1>- ' G IJ CHIMNEY UP BEAN! I I JOIST fa 16'O.C. I ,.J ®L' _ II rV POCYE' I f _ 3.o - DECK PT —(2)12'LVL HDR. - DECK JO15T LJ (21'.T.2xi0 LU ] (3)2.G Z .ut F G'D.C. n I f, (3)2x4 (3)2x4 I P05T UP 2 Q P05T Lip- 2x 12 FLOOR I - DRAM - P05TUP- POCYP) H REVISED • - I 3z,LAL.Y J015T(y Io' I �•LALLY _ I UYPI ----- 1 .. - I COL.ON. O.C. COL.DN. - t2)P T lJ 2JxJ'I SO'NALFR 131 2x 11)2r4(3)2x4 1312,4 UP P05T 1P- PP05TIJP P05T •LAUY 3'LALY p ACE, J - I ° w (3)12"LVL 5'N(UNDEPJ (3)1 2"LVL BM.(LNDER) I m (2)2x 1 2 J I W U F .. - BEAM 2x4 lVh_',TUO > (2)1 2"lV BM. MDR. " POCKET(i IF) BRG.WALL UP 'LALLY = I .. OL DN. I 2x12 FIODR I - - 2x 12('LOOK _ ] O.C. I r JOIST°p IG'O.C. - I - OPEN`OR -- -- - ..J f3)2xG �x 12 FLOCK CRAW,SPACt POST L'P 5TL D El- J015T(3 G"I ACCE55 ; 1 (3)2xG 1�11 F WALL UP P05?UP _ (2)2x6 2>IO'T u BRJDGING 3Y•LA_LY I (''-)P 1 I DF K JGIS' POST UP m)TBRGING ) I COL ON. 2x I O NAILER (g� G'C C -%C! y' W/SPACERS r ON.(TYP) - - I I - If�17 F.L� W (3)24 (3)?1 -o ---- POST UP - I P05T UP . ---- --- --------------- ------ PI CDNC. --------- Nl ----- - ------- ---- Qom( U BF O C ] POCKET DECK RIM I.I. O - 'xG WOOD 7 ' _ SUC WALL UP ?x O P.T. ! i (3)2xG 4� r (TYP) DECK J015T POST UP _ O.. W . - - (3)2 PO (2)PA,2x1 O DEGC RIM l015T 3)2,6 POST UP-CONC.. .. (3)2xG POST UP-CONC. - PIER ON. UP ) PIER ON. - J FIRST FLOOR F R AMING PLAN FIRST AND 5ECOND FLOOR FRAMING NOTES: A MOST �-' !. 5EE SHEET 52 FOR ALL TOP OF CONCRETE WALL ELTVA.IONS. _ 4 2, TOP OF SUBFLOOR ELEVATION i OD-Cr.UNL55 NOTED THUS:(z0'-O'). 3. FLOOR CONSTRUCTION SHALL BE-'THICK TONGUE AND GROOVE PLYIAKiOD SPANNING TO WOOD MEM5ER5 AS INDICATED ON THE PLAN(UNLE55 NOTED OTHERW!5E).+ INDIC'm ES THE SPAN DIRECTION OF THE PLYWOOD SHEATHING.PLn'000 SHALL 5F GLUED 4 NAILED TO1NE VJOOD MEMMRS. 4. EXTERIOR WALL CONSTRICTION SHAU BF.2xG W'DOD 5'JD BEARING WALLS Q 1;'O C WITH W TRICK - PLYWOOD SHEATF ING,.0 10 T.IF DUTSIED FACE OF STUDS 5, REFER TO DRAWING 51 FOR GFNERAL NOTES AND TYPICAL DETAILS. f.. FOP,SIZE AND LOCATION OF ALL OP N,NG5.REFER TO ARCH[ C'I JRA.L ANU MF.CHA.ICA.ORAMNGS. (� COORDINATE.ALL OPENINGS PRIOR TO SHOP DRAIVNG SLJBMITTAL. + 7. REFER TO ARCHITECTURAL DRAWINGS FOR DMEN5!ON5 AND)OR ELFVATIONS NOT SMOVAL O B. LVI.INDICATES A LAMINATED VENEER LUMBER IJ!MBFR. O - 9. ALL EX7EROR WALL5 SY:.A!-L BE SHEATHED W.HH X'El,'TtRID2 GRADE PLYWOOD SHEATHING. (JAIL 5122E NAIL SPACING LOCATION II Od 4'O.C. ALONG BLOCKED PANEL FOGES I • i OH G'O.C. ALONG BLOCKED INTERMEDIATE MEMBERS ALL INTERIOR,BEARING WAIL.SHALL BE 2.4 WOOD STUO BEARING WALL`@ I G-O.C. V! SHEATHED WITHX.'GYF5UM 5HEA111tNG(U.N.O.) - - NAIL 512E NAIL SPAC4NG LOCATION 54 COOLER NAIS ^-O.L. iTo G BLOCKFO PANEL EDGES r* A 5e COOLER NAL5 4'O.C. ALONG BLOCKED IN':EKMEDIATE MEMBERS I I. PROVIDE GAP, P057 BA5F5 4 LVU P5L HANGERS 51ZED FOR MAXIMUM SNEAK OF`RANTING MEMBERS. 12. PROVIDE 51MP50N HOL15 HOLDOWN AT ACMFI)TO BOTTOM OF BUILT UP COLUMNS OR JAMB /y A ' 5TUD5.AT EACH BUILDING CORNER LOCATION.COMPACTOR MAY USE, �'7 5IMP50N L5T OR M5T STRAFS 0 TP AN F CAFACITY A5 THE SPECIFIED PDA ANCHORS. JJ CONTRACTOR SMALL SJBMP ALL ANCHOR TWF.S FOP,APPROVAL. - <m • 3 m 6 Z ' - (3)24 " (3)2x6 - ' P05T Pt".� !4)10'LVL BM. —�POST DN. �. I 2.6 CLG JOIST U• ,. * x • P05T DN: Q IG'O C. t f3)2x6. •" - 2vG WO x� '(3)10"LVL MDR. (31 O LVL @M LU P05T DN. - ' XA - _ - SFU0 WALL �q —2x4 we. _ C--- —7 p I ' UP/ON.WOOD Y - STUD BRG. 2v4 1M0 �WAL UP STUD BRG.' WAL UP b-FoLg I JUST0'LV 1 8 L 6 O.C. Q 3�2x4 SOCM. CHIMNEY 16'O ( _ (3)2xG U v- P0S UP T 'P W S.ONE - O.`> L r MA VENEER U (2)12'LVL nDR. ` �Pl .4sruo BRG.WALL UPNN. IIBRDGING 2x 12 FLOOR -' -((VPi JOISTQ 16'O C BRIDGING (3)2.6 "' ZP0FT - (372x4 InUPi ON. LJ(3)12"LVL BM. POST UP/DN. 2x6 WOOD(3)2v6 (3)2x4 (3)2x4 5TUD WALL 2 6'WOODOST DN. P05T POST DN.' DN.TP)w5TUD WA!.ON. (3)2x6 U't DN. - - I j w _ 2x12 FLOOR W P05T ON. 'OIST Q 16' b 2xb C»G. - _ (2)IG°LVL BM.. 1 )- -:VL P}. 12)10'LVL A. D.C. I .1015TQ V x4 WD.5TUD $ C M 16'O C. O - BRG.WALL GN, 2.12 FLOOR 10 J0157 Q 1'e'O.C. S - • —BR.061NG v - OF OR rTl W _ W ' (2)2x6 '' R - P05T DN. - CAT RAL ;�' _ - _ I PO 2x6 ^ 0-0 N 'JLIM1 POST ON, F""1 z m CFI' x 2x 12 FLOOR • _ JOIST Q 16"O.C. IP - 2x4 WD. 2.4 VJD. - STUD BR6. 5TUD BRG, _ WALL UP WALL UP (2)[12'LVL 77 z (3)2",.. - P05T D.N. - z ' �a (3)1�LVL HDR � fl� i2)10'LVL . 2x8 CLG JOIST - PO 2x6 v 1'�•1 2x6 WOOD' - - S J - POST CN. _ 5TUD WALL ON. Q G'C.C. W 5 " - (3)1 C"LVL bM. (3)2.J (3)2x6 P05T ON. P05T DN. .. (ivP) . :•DTP) . ',i SECOND FLOOR FRAMING FLAN r r_ T� d • - J is 12 l7 �: (2)2x6 Z PORCP,POST DN. 5EE 2n FLOOR (4)10 LVL BM, FRAMING PLAN T?I - W - Q 16.O.C. WOOD STUD (2)2x6 Q 2,12 RAFT ER o o BRG.WALL ON. MAIN ROOF Q 16.O.C. rf2)2xG Q - �x6!CKEF Q N - DORMER EA RAREPJ - - 1� FLOOR J015T 2x12'LHNG RAFTER 2,.1-FLYING RAFTER - DORMER - B 4 2,12 RARER _ i.9)IC V 'M. WOOD STUD ;4t R�D Arct�+ �,,'•, Q I G.O.C. BRG.WALL DN. b oY < • - - - 2 2x 0 LOW- _ 3 2x; STUD BRG. POST DN. 2'tIGH 3-2x 12-IIGIi Wma WAIL DN I - \ AREA OPEN TO ss _..2x4 J vD STLO 1 1 CATHEDRAL 2x6 y M. BRG.WALL UP " Ll c _n - ( 2,11.RAFTER K',KER g 2 0 DOPJ,4ER Y 5530 RATED @ IG'D.0 W m .p g n� K . RAFTFN' ! ) Y D.�ST4ta :R . LocR 2xl0 CLG JOIST J015T 16.0 C 9.0' O.C.-G 0 w r oN, BOTTOM '0 T D 2nd FL SL ' F _ OISTQQ > y 4 - .5 N o s v (i TO BOR!Oni FT ry 3)2 2 I(((..:015TQ _ o .. , POST y p� it LJ o �. J � ®! OFBN FOR 6 O.C_ cl 2, u f 5 2 d FI__5U5FLR. - ' CHIMNEY TO BOTTOM - �A�: C (2)1 2"LJ.HDR P'T DORMEF (2)2x•0 ! 1 _ v _ ,Z W 4] RAFTER Q 2x l 2 L21 y 2:.10 FLYING RAFTER 2x12lP.AFTE�. I G.O.0 RAFTER JOIST ♦ :J < Q 16'O.C. 2x 12,RAF,ER Q 1G, (3)2x4 -Q If O.C. (312x4 O.C. (3i 214 ._ (2)-2x6 9 - - POST CN, 2,12 R.GE PC),I; F05T DN. RCS:CN _ MAIN ROOF 2x10 F.A.REiC _ �LO.J _ RARER Q OPEN FOR 2x12 RARER P.I O C G JO15T Q U 2 O RAFTER I G•O.C. ATTIC IG'CC 9.C` ! OPENFOR Q OC - _ K ACCESS Q 16'O.C. 2nd FLP,.5LBFLR I } ATTNC V u< (2)2x 12 - TO BOTTOM ACCESS'l=m _ - UJ - a .. 2.2 RAFTER .. �. - JOTS n(2)12"LVL IiDR. - 2x12 C n"(2) 2 L'Jl.HDR. U LL� o P.ARER Q I 2,10 CLG J015 • _ a G'O.C. . = I^O.C.-9 L Ca' Oo 2r.d FLR SUBFLR - ® N zaocc_e!sT > -rz)zxlo J oSoroM 2 b CLf JOIST Q 2x 2 PJDGE PJt< - M A.16'O C 9-9 HCR. o - - 16 O C I4.?Q 2x6 DVERFRAME - Z AS F TO BOTTOM I � v OPEN FOR RAPIER Q 6'O C u -2r O DORM K ' I t FS',i'JBFLP. 7.I0 DORMER. w SKl'LIGFI - 1' 10 FLYING RAREF; •. • TO 50ilOM °t Fl _ RAFTER @ O C o. 2.6 CK[P2�G IN RCKER AFTER/ - RAFTER Q G"O.C.O C. n Q� 2.12 2 6 KICKER(1 ¢ 2x4 WD STUDk� ACFA T FL00R JO15T� 2z4 WO STUD 2 6 KICKED, J HDR. EA RAFTER, o BRG.WALL UP � ) { BRC.WALL UP RARcR• Q FxOCP J015T 2-2x 10 LOW- ' 6 2 2 CLOW- F.00R JCISi-2x 12 HIGIi v 17 fPGH v02C1'POST DN:SEE 2r'd F:00RFRAMING FLAN TtP)RN'OUD STUD 2x:2R2x 12 RAFTER f2)2x6 QC 2x,2 RAFTER 2x 12 RAFTER NOTE pi 1 G.C. (2)2x6 C .Q I6'O.C. DORMER _ (2)2x6 ap (2)2.xG Q AFL FJiPOSE0 RAFTERS AND BRG.WALL DN. �`!G'G.L. 16'O.L.CORMER M11AIN RQCF �`�'MAIN ROOF - BEAMS TO EE&Q 16'(31 IQ'LVL 3N1. .. ... O.C.-pl SPF-U.N.O. ._. . s - PORCH POST-ON.- - - 2x 12 FLYING RAFTER 2x'2 FLYING RA.FI'ER SEE 2nd FLOOR . FRANiNG PLAN j I,C V GROOVE ACX. PLYYJOOD SHEATHING ROOF FRAMING PLAN y41 = I I-�11 - F••! n - ROOF FRAMING NOTES:. - ROOF RAFI ER - - - - 1. ROOF CONSTRUCTION'SHALL BE%'TtP CK,TONGUE AND GROOVE PLYWOOD SPANNING TO WOOD MEMBERS A INDICATED ON P,AN 1 INDICATES THE SEANN DIRECTION OF THE. PLY4V000'5HEAlH NG.PLYWOOD SHALL BE GLUED AND NAILED'TO WOOD MEMBERS. r 2. ALL ROOF J015T5 SHALL BE ATTACHED TO THEIR 5U?FORT'h1TH 51MP50N 12.5A HURRICANE V TIES.ALL TIES SHALL OF INSTALLED iN A MANNER CONCEALED FROM VIEW FROM THE EY.P05FD �J 4-%'CIA.TrIRUBOLTS 2x4 STILL) - AREAS'VJ/V/tv!!ERS T a B OF - _ - KICKER l? KNEE.WALL - _ O ) _ 3. EXLERICR WALL CO JSLKU LION SHALL BE 7xG lVT'OD STUD BEARING WADI$C=J t 6'O.C.WfiH - - V'THICK PLYWOOD 5,IFA HING NAILED TO THE OUTSIDE FACE OF 5TJ05. 4. REFER TO DRAWNG 51 FOR GENERAL NOTES AND TYPICAL DETAILS. TOP OF - 5. FOR SUE AND LOCATION OF ALL OPENINGS.REFER TO ARCHITECTURAL AFJD MECHANICAL PLATE DRAWNC9.COORDINATE Nil OFENING5 FRIOR TO 5HOP DiAWING 5UBMI7TA1. F.LI 6. RF.F,TO ARCHITECTURAL DRAWINGS FOR DIMEN5ON5.AND/OP,El_EVAT!ON5 NOT 5HOl4N. r_ 2xG KICKERS - Q EA.RAFTER' 7. .LVL INDICATES A LAMINATED VENEER LIMBER MEMBER. O TL`P OF FLOOR JOIST _ O ' SUB _ - b. A.l D(LEP.10R WALLS SItA..BE SHEhTHF.D W1TH�'EXTERIOR GRADE rLWlODD SHEATFIING. FLOOR NAIL 512E NAIL PACING LOCATION - 2x6 STUD 10d O C. ALONG BLOCKED PANEL E7GP5 KNEE WAIL \ !Od o O.C. ALONG BLOCKED INTERMEDIATE MEMBERS FLOOR _ 9. PROVIDE CAP,F057 EASES a iVll P5L HANGER-5 SREL`FOR MAXIMUM SHEAR OF FRAMING JUISI' FASTEN KICKER - - MEMBER:. ' 'TO FLOOR J0157' ' 10.'PROVIDE SIM SON HDJS HO;DOVM ATTACHED TD BOTTOM OF 9LILT UP COLUMNS OR:.4MB 5TUD5 AT EACH BUILDING CORNER LOCAl1ON CONTRACTOR MAY USE SIMPSON L5T OR U5T 5TRAF5 OF THE SAME CAPACITY AS THE SPECIFIED HDA ANCHORS.CONTRACTOR SHALL KICKER DETAIL 411=I I_pl1 _ SUBMIT ALL ANCHO.nFF5 FOR APPROVAL I mm L- - -- I I I I S2 �. vEcH.Rb1. AM I - J - - -- - - - -- - - - ----- - - - = ---- - - - - - - -- o.3ON DMA CRAWL SPACE ELECTRI AL PLAN � vVi �RF..VISFD n n n n w ------------ -------- --- --- x^ II I I I II coVEREG z • _ I I . .I I PORcr. I I 11 rG I I I I I - Fni/i m .. STONE TERRACE I .•. C f2 f2 F2 12 Lv ' GJE5T ROOM ' _ FLOOR OI.i'E-TlVAC L VING/ O D11111G I OG cm - DN .ACE CLOCK ® :.N ISM OUTLET- I II . CONE) IT TO TV I I } +v/ OC.IION' ll `Si0 I Fz -2 FROraP:E A9O Jt FIRE 90X UP TO ' ` CIf UNG I - - - LIGHTS ___ c- _ ABOVt I f2 f2 FB , BATH FG 1 I - la C B.PANEL rT Iry' 51VIi ft __ FB I } -.5 CN O FCD :`2. CCAe ® FTFJ "Ou J. I - SPACE Fl -1 ` I l IJTCI+EN FZR I i '. O . BFEAKFA i I 103 - I wiD FB F2 frl J 2 F2 2.. U U up To I —— I ��l i D LJ N DNI I W I �G MuceecM I I F2 } 12 F2 F2 MICRO I. _ IG8 W PORCH I I - I tAV. I C4 t'7 I Fri FG I I1-4 - ® DNI - _ __— O ' RANGE HOOC II II FIRST FLOOR ELECTRICAL PLAN El I a a .r.. =O _ ce r2 I l9 2 ' Z _ ( l7 Nar,TIP 6,FTROUM — --\— / ----- BEDROOM X 202 "�� nuL r J12011 IVING I / \ 3 ABOVE e2 I,I.D Aft ON ca ? I / LIN.To I Flc.u.-� 2 L2 - EA%lTCH i It FLOOR F2 I p2 APcvE I 0 WO.sm I I J BATH I I - I p v,, I r— I I I WALK J CI o5, ( MASS— 20i BEDROOM TON IN LINE O — 203 i--- — SF9Yfdt— I ia,9O O q �BREAKFAS? ° I C t FLR. e Z i%- OPEN ATiIC MhSTER q BAiH Q <REVISED e O L ——— — ——— — — —— — — — — — = — —— �j F7. U 0_4 SECOND FLOOR ELECTRICAL PLAN ,Z a ' � - ELECTFZICP.LL SCt1E�ULE .. r z POWER' a SYMBOL DE5CR!PTION WALL MT05W:TCH-LEVITON ROCKER-DECORA 5ERIE5 - - WALL MTO DIMMER-LEVITON ROCKER-DEGORA SEPJES _ LIGHTING WALL Ml'D 3 WAY 5WIl C11 LEVtl ON P.00KER-DECORA 5ERIE5 SYMBOL OF.5CRIPTON NPC PART NO. _ LAMP WALL MTU PP.OGRAA5P.9LE 5t4'!iCH-AIRCYCLER 5A44RTEJ(HAV5T_ROCKER' - - - I JAMB 5AITCH V.VERE SHOWN .. r; PORCELAIN SOCKET WIFM EXP05ED BULB PPOGRE55 •P7520-30 A I U I4W LED 3000K WAi.I.OUl'LET-CUPI.Fk I OV • RfCE55ED LINE VOLTAGE DOWN LIGHT-W-fITE BAFFLE 'n'0 UGII OLIER 2��OOIG'2013WH rz - - GR20LEO 270LK 40- 5WITOIFD WALL OUTLET-DUPLEX I I OV-DECORA 5ER!E5 �:3 RECESSED LINE VOLTAGE UO\NN_IGHT-WHITE BAFFLE a 3'n'O UGHTOLIER 1 I ODIC/I I OSLbTi GR2CLED 27COK __Vgq• SURFACE MOUNTED OUTLET-DU lFx I ICV-WATERPROOF RECESSED LINE VOLTAGE DOWNi.IGHI FOR SLOnCO CEILING W7'E BAFFLE'-6YP L GHTOLICR 1 I OGICJI I�3WH 6R20.: EU 27COK "'T UGHTOIJER' / - .. WAI.I.OUl LI.7-OtIP EX I I N'-. NFi tA!,T ilvTE-.RKUPTErt-Wh D' � f-5•: FLIJ.iH OPALEX SHOWER LIGH lRAN5LVCFNT LC;<AN - '2CG01G LU 13WH q 6P,2CLP.D 7COK.. - pF, L OV 1,GROIJ L t C ICI ' 4p9� GARBAGE ISP H ° 10, EXTERIOR 5URFACE MTV.WALL 5CONCE-TED - - - p� Aa-.D�05AL-TIED INTO SLM:IC � xy WALL OUTLET-DUPLEX 220V DECORA SERIES - 'I`-'F, INTERIOR V.'ALL SCONCE-RR04"DCV BY O.vNEK INSTALLED BY ELECTRICAL 5UB .BD - I DOW.MAX Pell rUr^^ _ ® MARQWIRED SPECIFIC PV U05E CONNECTION- _ O r» SUPTACE NIOUN'TED I-LUOKF5CENT C 05PT IJGHI'-WHITE '+ PROGRESS P700?-3D F20 T!2 'O V J [D J-BOX-CLG.MOUNTED WIRED TO WALL SWITCH-FA51ENED TO SUPPORT 150 LB.FIXTURE - O 4 TELEPHONI!JACK-4 PAiR CAT 7 DATA CABLE-HOME P.UN5 TO TEL.PANEL w n U U 4 CABLE T.V.JACK VW WIRING PROV DE COAXIAL CA5.0 HOME RIJNS 10 A V.C1.05ET IN BA5EMENi' GENERAL El E 'P,ICAL NOTES F�7J ® BASH EMIAU51 FAN-5UPPUED BY 01 HER..WIRED BY CLEM PJCAL 5U9CONTRAC OR I.SEE REFLECTED CE!L NG'LAN5 FOR SPECIFIC LOCATIONS OF CEILING DEVICE5. ❑T WALL MOUNTED THERM05T.AT-BY HVAC 5U5 2.ALL NEW OLRLET5 TO BE IB'AF F.UNLE55 NOTED OTHERWS5E,QR 5tia ON INTERIOR C(EVATION5 IN 9A51!.5EE ELEVATIONS FOR SPECIFIC LOCATION5 N AL'UIi.UN TO ELECTRICAL FLANS. HARD WIRED BUILDING D'NG 5M01J:DC?[C1 W.,0R •81.11ER"BACKUP.INTCRCCNNECTEC TO SCJIJD AT ONCE - 3.ALL D:CE5 TO BC WHIT[EXCEPT BROWN.N NAT.F NI5'tED WCOL:WORK. .. W y1�y1 CAKBGN MONOXIDE VETECTOR AND 5MOq DETECTOR-HARL)MREU COMBINED UNIT N'/BATTERY BACKUP NTERCONNECTED TO AL SMOKE DFECTOR5 TO 5OL'14D ALL AT,ONCE 4.P. V DE POWER.TO ALL HVAC EQUIFMENT.FAN5,FAN CCI.5,PUN'P5,ETC.,5EE HVAC DRAWINGS. - DOOR BE: CHIME-0 FOP.PI15H BUTTON LOCATION 5.PROVIDE TRAN5PORMER FOR A-L LOW VOLTAGE LIGHTING.TYP. G,PROVIDE FOR ANY OUTLETS OR DEVICES RCQ'D PER CODE AND NOT NOTED IN FLANS - - - _ � E2 . Mm S.A.U!' S.A.UP S.A.UP S.A.UP I � c II i Im :ALL I s r - t BETWEEN JOISTS I 0 > . S.A.U' tj . _ UUCr UPI I I I — r——— JO TS DUCT UP S.A. S.A.DUCT UP � .} DUCT CRAIM-SPACE - I% UP ' S.A.UP ,E® Al?,' - S.F.UP - _ R - J �®� �S �;z CRAWL SPACE MECHANICAL PLAN �� ` s�� o � <aFvlsen n n, n II coveRED I I - _ II FFiill L2 - 4 z STONE TERRACE - C S.A.FLOOR G ' GRLLE O\ C� " I U 777 FLOORING-(1YP) O F i a w ' S UDYI D 1J/. � GUEST R..041 . � I L'VING/DINING - - COMI'RE550R- UN - tACE I 101 ® VN LOCATIONT.5.D. I I II S.A.MATT G0 RILL`.TO MATCH FLOORING(iw) I I ♦ I I I !OO FAN LINEAR N.ABOILER . I E0_rc2 1 P.AIMIti(EJ E;RIAUST l F.C.L I CLOSET —I I PROPANE. . r TO BF�JSEO AS A I BOILER 1'�1 SA DUCT DM1 BAH P,`TURN AVR PLENUM I LINEAR. j rdEC!i. ---- --- -- 1 I R.A. 11-11-L W4TER - t STO4.ThNK u I I D-W.I REF: I D.E.DUCT .� .... Fes! I_J Fib + I S.A.DLCf DN. B E WALL — I CAP .. R.A. I V✓/U D.E.WALL ' I KITCHEN 41L I — CAE' BRFnKFAST I IoS. I —— = DUCT TN U iO2 I S.A.,y' _ I UDRoo Du JOIST DAY �. U " - I TOEK,CK .ti. LINEAR - I loa PORCH - -� DN. DN uN. ----- LEGEND _ 200 cFra - I I - — -- - BE BATHROOM EX MUST Q B.f.PAN E.E.V!ALL I I I I �. SUPPLY AIR'EXHAUST DUCT I - , �p CAP ABOVE: I I _ DE' D'R1P.R P.%riAUST [� UN - KE KITCHEN EXHA115T RETURIJ hiR DUCT Ml FIRST FLOOR MECHANICAL PLAN > DUCT UP m I I_OII ® VENTILATION DUCT 4 T .0 A CL 3 } Z S2 W i • .. I 5 4 DN. 5.A. \ / I II ( ( I MA5TER ----�-yam—_--- '.J BEDROOM —�—J L R.A CJ�.ON UNEA.R 5.A. I n ry s.A. FAT GPoL E I I I yyy di 6T0 J � S o D.N. JO5T5 5TAIF - I /LIVING\ H_L I + w '� In II I 2oa o W OF • I. / \ _ _.DN - I D f WALL ''•\. / \ a.E.DUCT I Q W � / QO LFM \ 5 .DN. .U. I. R.A. I I - _ B.E.FAN _ r —B E WALL F 5 A R.A. - - I CAP P ON r ON. -OPEN 200 CPM r— BATH ON. ® S.A. _ 7�' 111 4 LINE B.E.F A. C I 201 2 DN. POYEFP A. I W — I O( K n f, WALL _ W --------- , I BEDROCM R T^ .. OPEI•i TO - ATTIC � MPSTER f W Q Br_Tr CI ---------- h a L —— — — — — — —— ——— — — — — — — — — — — — — — — — — — = — --I , - w a r SECOND FLOOR MEChANICfA// L PLAN _ � a " Oa QZ r Z x - LEGEND O U BE BATHROOM EXHAUST ' � " SUPPLY AIR/[XHAUST x frl FY DE DRYER EXHAUST RE KITCHEN EXYAU5T —IN AIR DUCT . .. DUCT UP - • 1 I 2 .. ® VENTILATION DUCT a P BUFFER ZONE CALCULATIONS: ASSESSORS REF: " LOT CALCULATIONS: FLOOD ZONE: z> Existing Horoscope Proposed Horoscope - Map 004, Parcel 009-001 0-50': 1,380 SF (Bid) 0-50': 0 SF (Bid) Upland Lot Area: 82,200 SFt Based on Map # ZONE: 147 SF (Deck&Patio) 0 SF (Deck&Patio) 25001 C0752J 0 SF (Mist.) 0 SF (Mist.) Floor Area: July 16, 2014 RF 77, 1,527 SF (TOTAL) 0 SF (TOTAL) First Floor = 1,727 SF Area (min.) 87,120 SF (RPOD) Second Floor = 1,138 SF ' Garage Second Floor = 675 SF Frontage (min) 150' R "* , +! �" . 50-100': 173 SF (Bid) 50-100': 873 SF (Bid) g Setbacks: 0 SF (Deck&Patio) 1,451 SF (Deck&Patio) Pool Cabana = 352 SF A OVERLAY DISTRICT: Front 30' - � Total = 3,892 SF (4.7%) ��ar' , 173 SF (Mist.) 0 SF (Mist.) AP - Aquifer Protection District Side 15' 346 SF (TOTAL) 2,324 SF TOTAL Rear 15' '' � (TOTAL) Lot Coverage: •i• x ' Dwelling 1,727 SF Mitigation Required: 9 = 1 3 = 1,056r ■ r "„ �� 4 x (0 SF - 1,527 SF) + 3 x (2,324 SF - 346 SF) _ -174 SF Deck Porch SF Garage = 896 SF �� � , Mitigation Provided:N/A Pool Cabana = 352 SF N / \ \ DIRECTIONS: Pool = 800 SF Total = 4,831 SF (5.97.) From Hyannis - Follow Route 28 West to an ce QH- C', e u- Cotuit; Take a left onto Putnam Road, and rn 00'Fn . ` � e` h°j� , , I � „� � j .� ' e . follow to the end; Take a left onto Main P• co ti s a to _.._.. r \ T , , e ,,,., 1� •'t;W�j , - 0�5 Street; At 'Ru by Marsh take a right on LOCATION MA EL�i7.4 °� " /�. c °° ' `` Sty Lowell Rood, and continue straight onto I � �_ �-, •, e 9 Scale: 1 = 2000 f 1 �0� Peppercorn Lane; Site is on the right, 114. , , PERC TEST 15,372 I•, / { _ a' ~ i - PERFORMED BY:JOHN O'DEA- SULLIVAN ENGINEERING SOIL EVALUATOR NO.2917 _ t Ti,, WITNESSED BY:DONALD DESMARAIS,R.S.-TOWN OF BARNSTABLE i SITE PA 1 SS a PROPOSED : Sty /` 51�0T I / - , Lawn 4, Shed IL Y PLAT ORM ;,,_. , % oo sry .. �; _ , ^` / TEST HOLE- 1 EL.11 s TEST HOLE-2 EL.11.5 �. Ul Possible 9 Water Mean High \ UST � `, { ` ~o Sy .. p _O Stars -urcln Ares ..>, _. EmeterZY } 9e 7y - 0 �\ 2' 11.3 0.2' 11.3 s per Land Court Plan "-'" co �� " --_'T�..__s 0 /F i .� i \ � Lawn a t,F .� � � `°�..� Emeter 1� i � // � G' 1, __..., AE LAYER lOYR 3/1 AE LAYER 10YR3/1 . . �', \PROPOSED Trans .r' 28' .:..a /. _.. .� � Ir r1f,' "15.f „, \l \ VERY DARK GRAY VERY DARK GRAY r X f 8' LOAMY SAND 10.7 0.8' LOAMY SAND. 10.7 " f ? ; F B LAYER 1 OYR 5/6 B LAYER I OYR 5/6 \ ) 3GARAGE n .. w ° r7, _ YELLOWISH BROWN YELLOWISH BROWN To Of Coastal Bank ( 3r ,, SLAB EL. r tf'1 "\_ .'.w j LOAMY SAND. 9.9 P 1 / 5 \` \ f 0, LOAMY SAND 9.5 1.6' Lawn ~ °6 y i �� / { t ( ti.} Fnd C1 LAYER 2.SY 6/6\_._. C1 LAYER 2:5Y 6/6 -00 } ` r F > ' OLIVE YELLOW OLIVE YELLOW 6s. , •0� 1. `ram 'a ."`� j 186.5 �� FINE SAND FINE SAND _ 2.8' PERC TEST 8.7 x { �..7 / ti , t �� 25 GALLONS GONE IN 7 MIN. lab-- T � `� 5�.3 � ,�. ` _ 9�35 6.5 5.0' E<2•3 W 5•0= PERC RAT MIN/IN LTAR 0.74 6.5 = 0 / 6 A �� GaragB i i� /_.,�.-;�,."..'���� i�r"�•ti,.� r, � $ �`��, �`��_„ C2 L 6/6 C2 L 6/ C1P ', i 1 f l� i �t r r' i<<\ OLIVE LAYER TO BE ` ,, .� , Lot 17 rs /1 i %7.0' COARSE SAND 4.5 7.0' COARSE SAND 4.5 o d , : M `t C3 LAYER 2.5Y 6/6 C3 LAYER 2.5Y 6/6 CB/DH v OLIVE YELLOW OLIVE YELLOW V G.W.EL.0,61 i W-rheter .-r-'�� ,._ \ .. / `,/I�\ k: r T t� sty w O �7 2 € 0 A .. Fnd,- t V ' p /*j, 11.0' MED.SAND 0.5' 11.0' MED.SAND 0.5' PRO OSE '"v` r 1 :` t , " p j i' GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED o Dwelling � v�. PROPOSED y) � � � � �,ir r; ��. {z ., TO BE Yr p,'U 57.5't X PA VED . D MOLISHED '. �; DWELLING _ DRIVE TH-1 �� ' w✓ `�'„ �I 1 F. EQ. 13 36 _., .. \ POSED 00� �� � i 0 s - 10.25 � RO s A s 1� ` � � r / t/. ,�. �' TEST HOLE 3 EL., TEST HOLE 4 EL., �, ry RESERVE. Lawn; %r rl Ali,` O O EXISTING 5 TIC i ( r �/ 9.95 a x /.._:_ TO BE REM, ED (� V a v �� `�". /, C '� C�; AE LAYER l OYR 3/1 AE LAYER 10YR3/1 PROPOSED VERY DARK GRAY VERY DARK GRAY CATCH BASIN F �� \ .:. « _` /, { r n „ ," t / �\ In d- .Y Tel q B LAYER IOYR5/6 B LOAYER 1 OYR 5J6 "7 % Trans YELLOWISH BROWN YELLOWISH BROWN v 1.0' 9.5 1.0' 9.25 i /ry CTv Oa „_"_ 1.5' LOAMY SAND 9.0 1.5' LOAMY SAND 8.75 �♦ �a 1 j / C \'` \ i 1 CI LAYER 2.5Y 6/6 C1 LAYER 2.5Y 6/6 Lawn PROP SED RDOPOS D 36 `r �� \\ r i FINE SAND FINE SAND OLIVE YELLOW OLIVE YELLOW 23 - { .2 8.05 r 76 3'TIO lOD% ��, `�` vvv i rI�_., 25GALLONRGONE IN 7 MIN. n A / nr& m - " , :: _ - ., _ . 1v RVE.. r , - - •,; , PERC RATE Nt IN/IN LTAR- 7 6.5.. -. - C . . ..__. _, � _ RESE \ \ _.... , ,. ? `, r 3.T 6.8 3.T Z 1 / U `i. C2 L 6/6 2 L o I t �,_ :i ��'� `\ l`-•'.� f , `l / , LAYER 2 SY C AYER 2.5Y 6/6 fi 0 1 I 5r o ' PROPOSED S.A.S. Q C Qjt(` \\ \Ci� PROPQ�ED �EMA to �:':� � f OLIVE OLIVE 1 36 , %i 5 'l� SEPTIZz TANK Zone Line " . t= �( �, )"", ( c ; COARSE SAND COARSE SAND 4.25 6.0' 4.5 6.0' M \\ :' I C3 LAYER 2 SY 6/6 C3 LAYER 2 SY 6/6 ".-_ � OLIVE YELLOW OLIVE YELLOW 0 G.W.EL.0.61 Lot 32 ___ ` /\._- � -- - 10.0' MED.SAND 0.5' 10.0' MED.SAND ar j _. F -'} ---- - - -,/ - - GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED 8 S to MLW _ PROPOSED 2,62C� ' _ 12' PATIO 10 PROVID DRYWELL5 14PTt� i 3 a u _ _ _ - FO ROOF _ r � r DRIVE AY RUNOFF t � \ 1 t & TH-4 PROPOSED I �. l (: � � i PROPOSED f j `a, / \ , Top of Coastal Bank o no r�` 20' X 40' 22' X 16' z POOL NA r m Grade i c CABANA / DISINFECTION t� ! OZONE Filter``.J _ f % F rsh G d c ( OR APPROVED EQUAL t,r l f �.. Lawn n A,"�- N =s Fabric c Lawn CB�GH S 8J`24 00" E i 1,- Compacted Fill AND/OR o - z 194 ' ` /' 1` Oa` x C ct 8 1/2" ! 36' / CO w Pea Stone LP Gas a �� 314„ - 1 112" Tank O Emeter //�f. CB,/DH 1 \ 4 Dto ble Washed Fn, F A 12 } I Ea emer Area I 45.1' John J & Kathleen 1 01 016,038 / 46.3' _----------- Gorm ,..I See Doc. #1, I _ -1 __ ally i PROVIDE DRYWELL ,• CROSS SECTION OF FLOW DIFFUSOR FOR PO WDO Pa way t s ed/f POOL I � DRA W { / / -------------- f / _ rm - NOT TO SCALE FEMA Flood r v �r j i / I I \3 �i i ��' i �� F840H , Zone Line / li II / B.M. % / / EL. 14.2 F.F. EL. 13.0 SFi6'28'16"w �� Access Cover (typ.) 57'f ' F.G. EL. 11.0 (See Note 6) F.G. EL. 11.00 {Fro NSF DESIGN DATA ` { Single Family Christopher. D -7 Bedroom @I10GPD HeckScher No Garbage Grinder PROPOSED Flow Cquilizers Total Daily Flow 770 GPD EL. 9.50 As, Required Installer To SEPTIC NOTES Use a 2000 Gal Septic Tank EL. 9.00 Confirm Prior 2000 Gallon 1.Location of Utilities Shown on Thls Plan Are Approx.At Least 72 Hours To Any Work H-20 EL B. EL 8 17 H-20 Prior to Any Excavation For This Project the Contractor Shall Make LEACHING AREA Septic Tank D-Box EL 'S.OG Top El. 8.00 the Required Notifications to Dig Safe(1-888-344-7233)and contact 770 GPD/0.74(LTAR)=1,041 SF Required Sullivan Engineering&Consulting Inc.(508-428-3344). Sidewall=2 X 2(12'+36')x 0.96'= 184 SF EL 7.46 Flow Diffuser 2.The Contractor is Required to Secore Appropriate Permits From Town Bottom Area=2 X(12'x 36')=864 SF To Be Installed On H-20 0� ���St-t OF MASS Agencies For Construction Define by This Plan. Total Provided=1,048 SF a c, Stable Compacted Base Co �� gcti JOHN C. G 3.Wherever Sewer Lines Must Cross!Water Supply Lines Both Lines Shall Bedding,"T"s, 6 Baffels O nr-A �r Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to LEACHING CHAMBER DESIGN as Per Tibe 5 Remove & Replace EL. 0.61 G; All Unsuitable Soils Within 5' of Assure Watertightness. In General,Water Lines Shall be Constructed in All Pipes to be Schedule 40. Use High Groundwater 168 p The Outer Perimeter of The System Monitoring Well in Test Hole 3 A Coordination With Cotuit Water,,and Shall be in Accordance 8 Flow Diffusers in 2-12'x 36' With 248 CMR 1,00-7.00&310 CMR 15.00. June 2017 �p� G'!SzE:a 4� 4.A Minimum of 9"of Cover is Required for All Components. Double Washed Stone Fields as Shown. FS8'0NAL 5.All Structures Buried Three Feet or More or Subject DEVELOPED PROFILE OF SEPTIC SYSTEM to Vehicular Traffic to be H-20 Leading.It is the Engineer's Recommendation that H-20 Always be Used. NOT TO SCALE 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Over Septic Tank Inlet,Outlet,D-Box,and Two Leaching Chambers. - REVISION: Adjust Footprints Landward 181211171 All covers are to be maximum 18"for concrete or 24"Cast Iron.7.Septic System to be Installed in Accordance With 310 CMR 15.00& NOTES: PREPARED FOR: PREPARED BY. TI TLE:248 CMR 1.00-7.00 Latest Revision and the Town of BarnstableSite Plan Board of Health Regulations. 8.AllPipingtobeSch.40PVC. 1.) The property line information shown was compiled from available record information. CapeSur Proposed Improvements 9.D-Box Shall Have a Minimum Inside Dimension of 12 ,and a Minimum P D�"/�/ G. /��j���� Eia&eer /� y Sump of 6". viol (�. ,�/, SU ifivancowltigo'gi.1 23 West Bay Rd, quite G HI10.The Separation Distance Between the Septic Tank Inlets and 2.) The topographic information was obtainedosterville MA 02655 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend (W4284W•PO.Ow659.7PsdnrRoKOsWA09,MA02655 (508) 420-3994 / 420-3995fox q p from on on the ground survey performed on ..e16w6DunwWmcam•wwuw11hwwWn.com www.copesiirv.com 14 P ereorn Lane a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" or between 8/JUL/07 and 24/JUN/09. Below the Flow Line,and Shall be Equipped With a Gas Baffle. Ba t 3.) The datum used is based on NAVD 88 as Draft: JOD Field: RRL MMLrnS�a "' � blie Cotuit) M­ � ass■ as updated 27/JUN/17. 20 0 10 20 40 80 / Review: Comp.: RRL DATE: SCALE: . .' _ p•� July 20' 17 2017 1 „ = Project: 20018 Project # C694