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Home My WebLink About0077 SUNSET LANE 77 csv,v s6 G/?-11/C=,71 • f 0 1.A , 04 *4 . A A•404(Se ..•7 0 • , I /•' O / '4140\-40 .-- �C it, FF I• g0 •/ EXISTING FOUNDATION o. /... 0' -G /.0' (02 / •... oo -- ale io. Av ye - 91 FOUNDATION PLOT PLAN DCE #18-323 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 77 SUNSET LANE, BARNSTABLE, MA SCALE : 1" = 20' DATE : 1 -13-2020 PREPARED FOR: REFERENCE : MAP 301 PARCEL 25 NEIL & KAT N KIRBY CERT# 204343 ��jN of MAss I HEREBY CERTIFY THAT THE STRUCTURE �o�3a DANIEL �'4j SHOWN ON THIS PLAN IS LOCATED ON THE ' A. GROUND AS SHOWN HEREON. <'o al ALA N I foaffx 5508- 540 downcapa.com O ANo 40980, 'Pope. �P SS'0 - down cope engineering,inc. ` 4110 q�,,S� ��°{ civil engineers uric) ^.. - , . land surveyors I—13� �___ 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR CJI- h - . S t ' I 3 R\l, tNE Togi~O ./ .' � on umber, 4a�,��, ie :: 7►f 0 ici - j r BUILDING DEPT { BUILDING Permit Fee... j «®-( Other Fee:.. /06_ ,.'8 Th\ z639• i OCT 2 2 3 2019 Total Fee Pai .,o..S. ,.. • i TOWN OF BARNSTABL ! TOWN OF BARNSTABLE Permit Approval by... { On i G- 0" 1.i BUILDING PERMIT ( �j r map 4:✓C) Parcel .. .. LS--- APPLICATION Section 1 — Owner's Information and Project � ct Location • Project Address 7 7 Si `, ,kc.-- Village Owners Name N$S L. k<l re Y Owners Legal Address ,; V t'\,I( (pd, 1 . 7City /�`i\1 reJv ee, State Zip Cis(C Owners Cell# OW$ 4701 �6 E-mail KAzr[-{ I ,<l{z 0 MO,C©K Section 2 —Use of Structure 1 Group p } ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet '! Single/Two Family Dwelling Section 3 —Type of Permit New Construction ❑ Move/Relocate El Accessory Structure ❑ Change of use ❑ Demo/(entire structure) •❑ Finish Basement 0 Family/Amnesty [ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall 0 Solar ❑_Renovation 0 Pool -'" ' .; ❑ Insulation Other—Specify Section 4 - Work Description i l•bloi_t5(4 &kl ST1l4.a, • Fi., C J►5"-( •kdT NlieW 2EO8 ..F.1' T en+„nAe+nA• 1 1/1 QhM 0 Application Number • Section 5—Detail Cost of Proposed Construction t Ord •OQ,ty Square Footage of Project Z SOS Age of Structure t eF, " ' • Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) .- 110 MPH Wind Zone Compliance Method 0 MA Checklist ❑ WFCM Checklist Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors [1 Plumbing y Gas • ❑ Fire Suppression . s Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply IS Public _ ❑ Private Sewage Disposal J Municipal ❑ On Site Historic District ❑ Hyannis Historic District R' Old Kings Highway Debris Disposal Facility: IsI I `'('-NSI: I am using a crane ❑ Yes F No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? • Yes gl No ❑ Section 8—Zoning Information Zoning District $ - Proposed Use 1" Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed . Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No V Last undated: 11/15/2018 ; Application Number Section 9- Construction Supervisor Name c - t4 UL J(( Telephone Number SO8 240 k2 Address 7 01 t>mtly etkl-De, City W ypupplyta State 141 A Zip 7?j License Number C5-Oil 1104.i License Type U Expiration Date O /O Contractors Email j KLI.3(dR5FOCDAGAST, & Cell # SC 24 D 4-2s I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. --� i ► k � Signature • tom:!. L Date 31 l°) Section 10—Home Improvement Contractor KLO Name d NE, 'B iu.1 L( f l KLSH I.—Telephone Number 50e 24CD 4z436 Address 1GS t t%b i+ tom,, City \h) YFbakI 1+ State Zip nab-73 Registration Number 154,210 Expiration Date 0 (I 42, (tee.I I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... —weal k Signature : 11, ANN Date 1311C7) • Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date 1-S11,9 Print Name @LLI l4 Telephone Number 56 Qs 240 4Zg E-mail permit to: / Last undated: 11/15/2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation • ❑ F " • For commercial work,please take your plans directly to the fire department for approval. Section 13 — Owner's Authorization I , as Owner of the subject property hereby ` authorize to act on my behalf, in all I matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date .1 • Print Name - + . _ • , • . i 1 t 4g + L ✓ 4 1 k 4 Last updated: 11/152018 Town of Barnstable ;s ►'�,.A3�. ,,,,,. �,, , w;-, -1+. it ">r', , � t,.'€; .„ S ..' 'Y., d , ': '' :" r'o" �. .,. x Post r*Card So That it,is,Uisible'Fr„om the;Street•-Approved'Pla`ns`Must1) 131tamed on Job and this,Card Must be Kept ' BAANtTCA[iS:L. . ��,v, ` � '.a`S a`a F. �i ,' z�.�, 3 �',�,%."` �w�, ,` � � �' :� �. .4'.'' � ;k � � i "'.rt s� � �, O M'� �` Posted Until�Final Inspection Has�Been"Mde �� 3��,� � � , �� \\ ,,, ° Where a Certifcateof Occupancy is Requfired,such Bu I,dmg�shall,�Nots_be Occupred�untila Final Lpspectio,n has been,made uilding t Permit No. B-19-3586 Applicant Name: MICHAEL E TIERNEY Approvals Date Issued: 10/30/2019 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 04/30/2020 Foundation: Location: 77 SUNSET LANE, BARNSTABLE Map/Lot: 301-025 Zoning District: RB Sheathing: Owner on Record: KIRBY, NEIL&KATHLEEN Contractor Name,:: . MICHAEL E TIERNEY Framing: 1 Address: 3 MEADOW VIEW LANE Contractbr License;. CS-092441 2 ANDOVER, MA 01810 fr• Est Project Cost: $31,500.00 Chimney: Description: Demolish Exiting SFR. ,Pe riff't•Fee:• $ 125.00 .s' ','' * Insulation: < � free Paid: $ 125.00 Project Review Req: Date 10/30/2019 Final: GAC ye,,y(7_,0o��i _: ; , * Lds,. Vv� Plumbing/Gas °' Rough Plumbing: w; ' i. = . Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applicationand the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and str':.uctures shall be in compliance with the local zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access streettlor i=oadiand shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. t,A e1, � �� ,' - s f Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and.Fire Officials are provided on this:,permit. Minimum of Five Call Inspections Required for All Construction Work:` . $ t t F >t y Service: 1.Foundation or Footing , .,, 2.Sheathing Inspection 4 - >. Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). . Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building _ ng C.) Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept p(Posted Until Final Inspection Has Been Made. - sp�y.m�� 1 111'Wherea Certificate of Occupancy is Required,such'Building shall Not be Occupied'until a Final Inspection has been made. .. ;;1 Permit No. B-19-3587 Applicant Name: STEPHEN KLUG Approvals Date Issued: 10/30/2019 Current Use: StructureAiie-ad 11-s 47-A Permit Type: Building-New Construction-Rebuild After Expiration Date: 04/30/2020 Foundation; 1 06 za' ' Teardown - t�� . ' 2 e . `k' Map/Lot: 301-025 Zoning District: RB Sheathing: co = a�j�,p,��,f___ Location: 77 SUNSET LANE, BARNSTABLE _ — Contractor Name: -, STEPHEN KLUG Framing: 1 Owner on Record: KIRBY, NEIL& KATHLEEN Contractor License: CS-093441 2 Address: 3 MEADOW VIEW LANE Est. Project Cost: $ 1,200,000.00 Chimney: ANDOVER, MA 01810Permit Fee: 6,245.00 Description: Construct New 2808 Sq ft I' I i Insulation: Fee Paid:° $6,245.00 SFR. ,,. Date: ,r 10/30/2019 Final: Project Review Req: �a Plumbing/Gas - ,_ Rough Plumbing: ,, .�, _ _ ,_ " d Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after,issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. j r "' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining-IS-Installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department ., Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 3/31/22, 12:18 PM Qy�FTMET�K� Town of Barnstable a� 9k+";_ �'" Building Department-200 Main Street 'k eeaxsrasce.: :wit)''c M6}9• 0�0Hyannis,MA 02601 CEO MAY 6 Tel.(508)862-4038 Certificate Of Occupancy Permit Number: B-19-3587 CO Issue Date: December 23,2020 Parcel ID: 301-025 Zoning Classification: RB Location: 77 SUNSET LANE Barnstable Proposed Use: Name of Tenant: Building-New Construction- Fire Sprinklers: Permit Type: Rebuild After Teardown Occupant Load: 0 • STEPHEN KLUG General Contractor: STEPHEN KLUG STEPF-EN KLUG FINE BUILDING&FINISH Comments: FOUR BEDROOM SINGLE FAMILY HOME, ram '° December 23,2020 Date 1/1 Anderson 781-857-1000 Fax 781-857-1054 iinsulation, Inc. www.andersoninsuLoam 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Certificate WORK AREA ITEM INSTALLED Underside of.Roof R-40 Icynene Classic Plus.7Ib Open Cell Foam 10in Blockers/Rim Joist R-20 Icynene Classic Plus.7Ib Open Cell Foam Nominal 5in Basement Blockers&Runners R-201cynene Classic Pius.7Ib Open Cell Foam Nominal 51n Cupola Ceiling R-38 Icynene Pro Seal LE Closed Cell Foam 5.51n EXT.Walls 2x4 R-21 Icynene Pro Seal LE Closed Cell Foam 31n. EXT.Walls 2x6 Insul Web-Insulation/Dense Pack Support Netting-Closed Mesh Fabric EXT.Walls 2x6 R-20 Cellulose Enclosed Blow Insulation 2X6 Framing Basement Stairway Wails R-SS 3 1/2 X 15 Kraft Faced FG Batts Hi-Dens Understairs R-30 91/2 X 12 Kraft Faced Fiberglass Batts Windows and Doors Foamed EZ Flo Min Expansion Foam Interior Partitions R-15 3 1/2 X 15 Comfort Batt-Mineral Wool First Floor Ceiling R-20.5 5X16 Sound/Fire Batts-Mineral Wool Customer: Stephen Klug Sob Number: Job Address 77 Sunset Lane-Barnstable Date Completed: Install r Signature • YC.1 w • Home Energy Rating Certificate Rating Date: ,, Registry ID: Unregistered Projected Report Ekotrope ID: yvPkGxAd HERS® Index score. Annual Savings Ho Sunset La H©rite: ne Your homes HERS score is a relative Banrstabe, MA 02630 performance score.The lower the number, 2 7 the more energy efficient the home.To i Builder: learn more,visit www.hersindex.com *Relative to an average U.S.home Architects Your Home's Estimated Energy Use: This home meets or exceeds the usennstu] Annual Cost criteria of the following: Heating 52.8 $921 2015 International Energy Conservation Code Cooling 0.7 $46 Hot Water 12.6 $208 Lights/Appliances 21.1 $1,307 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 87.3 $2,482 HERS'Index Home Feature Summary: Rating Completed by: Momently Home Type: Single family detached Energy Rater:Chris Mazzola � , Model: N/A RESNET ID:8873503 Existing iio Community: N/A H°mes RatingComa Home EnergyRaters LLC Conditioned Floor Area: Z772 f p In 180 State Rd,Suite 2U Sagamore Beach MA 02562 , , Number of Bedrooms: 4 508 833 3100 Reference too Primary Heating System: Furnace-Natural Gas•95 AFUE o Primary Cooling System: Air Conditioner•Electric•13 SEER stating Provider:Energy Raters of Massachusetts ., ', Primary Water Heating: Water Heater•Natural Gas•0.92 Energy Factor 2 Woad'lawn Street Amesbury,MA 01913 �` ., TM .. ,a� House Tightness: 2 ACHSO 978-270-3911 `x" 5,4 " """ , Ventilation: 40.0,253 CFM•27.0,8.0 Watts '" . .do This Home 30 Duct Leakage to Outside: 60 CFM p-25Pa(2.16/100 s.f.) Above Grade Walls: R-21 kt Zero Hie 'oCeiling: Vaulted Roof,R-35 Nome ° Window Type: U-Value:0.3,SHGC:0.3 iaYee�any Chris Mazzola,Certified Energy Rater ,,,�e Foundation Walls: N/A Date:10116/19 at 8:59 AM Nt `.. .� � . ,�„ �� ': � ko ra e., TF-R Uersitin,�1:1.2?7 \ g, AIT Nt„ e Energy,Ra ng[3is Ico�sO`re fo,this ho leis rla,,v4st.,,, . e - roved Ratin Provider, .‘' ,' 0 ° ° 4ire rt dip x consirl�ote an warren guarantee. Fuel Summary Property Organization Inspection Status 77 Sunset Lane Home Energy Raters LLC Results are projected Banrstable,MA 02630 508-833-3100 Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects Annual Energy Cost Natural Gas $1,066 Electric $1,417 Annual End-Use Cost Heating $921 Cooling $46 Water Heating $208 Lights&Appliances $1,307 Onsite Generation -$0 Service Charges $0 • Total $2,482 Annual End-Use Consumption Heating[Natural Gas Therms] 517.8 Heating[Electric kWh] 302.7 Cooling[Electric kWh] 216.4 Hot Water[Natural Gas Therms] 125.7 Lights&Appliances[Electric kWh] 6,198.6 Total[Natural Gas Therms] 643.5 Total[Electric kWh] 6,717.7 Total Onsite Generation kWh 0.0 Peak Electric Consumption Peak Winter kW 0.63 Peak Summer kW 1.23 Utility Rates Electricity 04-2019-EIA Electric Natural Gas 04-2019 EIA Gas Ekotrope RATER-Version 3.1.1.2275 An results are based on data entered by Ekotrope users.Ekotrope disclaims ail Lability for the information shown on this report. T I , Building Specification Summary Property Organization inspection Status 77 Sunset Lane Home Energy Raters LLC Results are projected Banrstable, MA 02630 508-833-3100 Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects Building Information Rating Conditioned Area Utz) 2,772,00 HERS Index 54 Conditioned"Volume[ft'] _.._e 29 704i0ij '.,. .. w HERS trade w/o PV . _ 4045410 '• a.. Thermal Boundary Area[ftz] 7,053.30 Housing Type Single family detached Building Shell Ceiling w/Attic C None Windows(largest)I U-Value:0.3,SHGC:0.3 l Vaulted Ceiling R35 FG+XPS R30+1"10x16,G1.11 0 03 Window%WallRatio(0 24 ;' �€€ € Above Grade Walls I Infiltration.2 ACH50 R33.5,DPCE+XPS,R21+2,5",6x16,GI U-0.05 Duct Lkg to C utsid I,60 CFM c 25Pa(2.16Y1100 s f') a€Found Walls Zone ""l €3 �,. aAt€��"F 31 �� _ � , �,€ � Total Duct Leakage 160 CFM @ 25Pa(Post-Construction) Framed Floors[R30,FG 10x16,G1 R-30 ,,, o, € ✓ck 1 9 Stabs None Mechanical Systems Heating Furnace•Natural Gas•95 AFUE •Cooling Air Conditioner•Electric• 13 SEER , €.: . 3 :.., < ... i€ 0114 Water Heating Water Heater•Natural Gas•0.92 Energy Factor P rammableThermostat, 33 k . 01 g1 ;irj s€i€ • Ventilation System 40.0,25.3 CFM•27.0,8.0 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100aa ,� Clothes D er CEF� ;€ �, -�p�zga€€ €,2 8 € �'t � ,� „Sd,..........:.,,m..Kx,� � �''".+ °:. .... ._ ...,.... ,_..... Y., :..:._.......:.;§ Refrigerator(kWh/yr) 709.0 Clothes Washer LER(kWh/yr) 151.0 Dishwasher•Efficiency L` 270 kWh fi Clothes Washer Capacityi € 3.3a y..<............ ......._.._.....,, .+..,._„ n,., .w,.A-..,....... _ ,,,.w... _.aw.....w...._.... .w_.. ._ .. ,,, x..c..... ..,,,.,�....s.. ....m.ace�..s,....aa.c. 3 3 ........ Ceiling Fan None Range/Oven Fuel Electric Ekotrope RATER-Version 3.1.1.2275 All results are based on data entered by Ekotrope users.Ekotrope disclaims all IFabikty for the inhumation shown on this report. Building Summary Property Organization Inspection Status T7 Sunset Lane Home Energy Raters LLC Results are projected Banrstable,MA02630 508-833-3100 ' Chris Mazzola - Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects ::''4 e-"I' "I'- 4'thh ' nfO'' t C - :''' ''' 1444'7:7?„Wr*C"' . ''''' ' ''''''' '--''''**".# . Numbe Of Bedrooms: .... 74s .''4,,a.,«„ 4V''sa.,-^, r. ,., `. 1.:;, '•,.'q .,..,;_-_..., Number Of Floors 2 `Giariditioned Floor Airea'ts4 ft j` ',3:' 2 7T2�'4;%.;.` '1 -' ; ; ,1 ,, ,%4-,3- qt' ::,- ,' 1 • -unconditioned,attached garage? ""No "'Cor3ditioiied'Voturnemmjeu ft.'g ✓:i ; ,,,. t-.;-:,29;TOsa'"','- ,;..• 1,' = a;,;,.;;, W-r^�,;• .., ., Total Units iin Building i 1 p Residence"T ;, T,'Siri a fanii e"tadted il,,, 'S '''"t,, § "....a.,,,,.,,,.,,.....a,.,,. L�f.: ,, :3.�mw,w .�";u� ,,... +.�'x:...,.�,o..w,.�,lAi;�.k�''.a rx�. ..a..............«,a�..�:»aiiaa�:] —Floor-Number_ Model,�.. „�; :77.. .. ' ,.:� ��i-<;� ��,°�, �"�� Community ....., . :.Cltmate,Zon :s •one Present v7, n y, Y :,\yJ a ..�..:...,«� � rw..wa..a. xN. l . None Present is -,/.4,• t.. ., 4, .�r . 1'..,,a fz - :sip.. :a.-, r •%;'s„;, ..� . 33" Via='>.< 'vL ''�� <_ None Present I I Ap,• ,;. , , , . , _ .r .: a„. i , ,„d ... .<.. ,...., k� , 1 •. ,. None Preserrt x ,.... � .a 'a - ids*ft ama II brary •. FL loor Grace Surface •rea Locat••n >basement R19,FG,10x16,G3 0.68 Above Grady 36.01t` Uninsulated Unconditioned Basement Framed Floor R30,FG,10x16.G1 0.68 Above Grade 1,652.0 it Uninsulated unconditioned Basement 1 Building Summary Property Organization Inspection Status 77 Sunset Lane Home Energy Raters LLC Results are projected Banrstab MA 2 5 3 100 lre, 0 630 08-63 3 Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects nve�,Floe. 1b €�S Name Eftective it value \ R19,FG,10x16,G3 ,.•:. • r. ;. 15.535 ..._r..:_.. _: ._._ R30,FG,10x16,G1:.::. 26.66 , 12.10 Present • 'tone �• I lotilibra "Y,.../i`. +13rt8 resent e Area... Loca lon >ambient R33.5;OPCE:+XPS,R21+2,5.",6x1.0,G1. Medium: 2,733..1•R2: Exposed Exterior base stairs ..:.:... • :•:::::r R15;FG;4x16;G1' Medium''' 123.9 ft'Uninsulated Unconditioned Basement gable walls R21;FG,6x16,G1 Medium.::::::::: :,:::: 3313 1t2 Exposed Exterior e -value " .....::::::.: R21,i:G,6x16,G1.• : ' :: ":.,.....:.': .:.: :.::: 17:671 R33.5,OPC£+XPS,R21+2.5",6x16,., '::• 1938 2 Building Summary Property Organization Inspection Status 77 Sunset Lane . Home Energy Raters ILC Results are projected Banrstabte,MA 02630 505-833-3100 Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects L ,? -IF; .. ? .„A.- :' ama LI rary Wali Ass gnment Foundat Wall Overhang Depth Overhang Ft To verhangFt To Orientation Surface Area AssignmentTop Bottom Front•U 0 34 SHGC 0 30, •>ambieM „:: 0 0 0 Southwest 109.1 ft' >ambient 0 -0 0 Southwest 5.1 ft' Front awning'U 0 30 SHGC 0 30, Front gable dh' 0 30 SHGC 0 30 U gable walls 0 0 0 Southwest 5.6 ft' Front shaded dh U 0 30,SHGC;0.30 >ambient 8 0 2.9 Southwest 5.6 ft' Left:Ui0.34,SHC>C:0.30 >ambient 0 0 0 Northwest 83.5 ft2 Left awning U 030SHGC 0 30 >ambient 0 :0 0 Northwest 5,1 ft' Left gable dh U 0 30 SHGC 0 30: gable wails 0 0 - 0 Northwest 4.6 ft' Left shaded dh U 0 30,SHGC 0 30 >amblerd ' `.•. : .;;; 16 :: • 0 4.9 Northwest 12.7 it' Left sliderlU.0.30,5HGC'0.30 >ambient 0 0 0 Northwest 40.0 ft' Rear U.0.30,SHGC 0.30: >ambient 0 0 0 . Northeast 182.3 ft' Rear awning U 0 34 SHGC:0.30: >ambient 0 '0 0 Northeast 10.9 ft' Rear gable dii U 0.30,S11GC_0.30 gable wails 0 0 0 Northeast 5.6 ft' Rear slider U 0:30,SHGC 0 30 >ambient 0 0 0 Northeast 120.0 ft' Right:U.0:30,SHGC.0.30 >ambient 0 0 0 Southeast 119.3ft' Right gable dh U 0 30,SHGC 0.30, gable walls . 0 ••': 0, 0 Southeast 4.6 ft= Right slider U 0 30„SHGC 0.30. >ambient 0 0 0 Southeast 40.0 ft' g.§§§m§g§N:r• •'.'":,::::•::,:743,/,'v'ioN.:::%•••,:24.m .422:.4..'Asig,111,1r',IelpflegilfirOT'--11ilkiMitlirpfirib•-•4 lii*NR::'"'''"'"TiMa'''''iligOVIVIr 7::!"!,:rtiosmenseyn ail itogi Q ow e: ". , t Name Shgc U-factor Si U:0.30,SHGC:0.30:.: 0.3 0.300 N,r..7r,:t:,,I...,.!:,:i;:;;;:4'.'.7;::::',:::::::-.::::::::::,,41000T,,,,taintigilijAr':iii01.13:TIONiktik,tilleliii"ili,q4Ht4 :-: it i „iy .a it ;;:.:!:...,.,,. .O..,::.�d , <_�- hone'resent �', %> ;.vu .,,,,, .,.. ,+a�_ sic<.: .�� 3 Building Summary Property Organization Inspection Status 77 Sunset Lane Home Energy Raters LLC Results are projected Benrstable,MA02630 508-833-3100 • Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects y igh IbU /st None Present eon,-r"""!:7:Yr..!::9BEffilikNERNINOSOSSIIIi4)411411.?"414.11111NO ,:91111r •:;:::—.2111.1.0141.1"111t431r::; 41104:7. 11111Mirleltrirt.!ilitiS#S4614tAliMikc ame racy '.i :gnment ounAssiggnnm•:it t mittance Absorptance or u co Area Lacatlon >basemet:Wood panel,1 318": base stairs 0.9 " 0 75 Medium 20.0 ft` Exposed Exterior >garage ihermaTru Opaqu gable walls 0.9 0.75 Medium 18.0 ft° Exposed Exterior Front Therm Tru,Opaqui >amtrient 0.9 0 75 Medium 20.0 ft• Exposed Exterior w/211de`iliies. • Ailorgiorwswo '91.4111V.µ,,. , �. Name Effective R-value ThermaTru.Opaque,;:: 714a: ThermaTht,Opaque wn side Ilt¢es, S.g35 Wood panel 1 318 133 `\ a • ii eme nary Tyre A c xt- orArea js.. Clay or (inmate•Toe••fs •urtace Ca or urface Area Location Sloped ceilings R35 FG*;XPS R30si",1O 2,175 •i+io Medium- 2 1T5 O ft' Vaulted Roof a ,, �..,,. A ective R- tie"- Name s diarst Ba(riertf R35,FG+XPS,R30+1",1t No' 36.298 • • Building Summary Property Organization Inspection Status 77 Sunset Lane Home Energy Raters LLC Results are projected Banrstable,MAQ2530 50S-33-3100 Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects infiltration Measurement Type Shelter Class 2 ACH at 50 Pa ... .. . r Blower-doortested. 4 %lb .c±areYenI.a ` „a Ili/ entila on Type nti on Rate utte] Operational hours per ay Fan Watts Runs once everyhouurs Energy Recovery Percent MinuERV 40 24 27. Yes - 60 Exhaust Only -.,,... 25.3 24 M„ .., ,, w. .g Yes , � , 3 � `�:' s .•,� .4, .`fi �•: E.• ,.C•••,J,uB1 ;:fir+ ....�`=�� "" % ti^�% e�; � •`,��s:%�llw„=. „1 ,7 �%s' :S,n ': ': ,��i'� ��' >,;•'_"•�!_ ,•� 4'�:.•93 `~ ,ai F.,.�. .a"-4T'��4,, %interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent '% -urge LED Lighting Lighting Lighting Lighting 7 0 100 0 100 0 100 one resent) A °• one Present "`` c: wiz.:. w. r ,,, ,,i ,-,,,, 0i,:14..„E,-,i,:,.41-‘7.1.;,.. .7;7,,,z7".1,041":....ii,..4„.tit,..irc,:: 4.,,,,,,,„:7,;. , ;„,r, , . . to ,,,I,,..„::: :1,c," :„.07,,,,0„, , .: 1",.: ,r,„„w„op„.....mo„. ID i.:(.... „ , 4;,,,, *44 ,;;;:,... .... „�% ;.y,<, i...d= • ~ ,ae,e:,,, P.."-'-'4,.:, `� x. .:_. „,:e .. ,.. "• ram: g`. �., .1,.. > >, one Present s { 5 Building Summary Property Organization Inspection Status 77 Sunset Lane Home Energy Raters LLC Results are projected 6anrstable,MA02630 508-833-3100 Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects OpliirOIWS a :PP •ra li a ' b, yc „y x ,a N ..,.. F ,,,. a.I. i c None Present ame Library a est ng Percent Load Coo ng •ercent Load Het Water Percent Load._ Location AC(1)!.: ACC,24k,13SEE.2 0% : ;:.100°lo 0% Unspecified Furnace(1) FURNACE,AFUE95 t)NG 100% „•_ 04' 0% Unspeclfied Water HeaterlNSTANiANEOUS EF920,NG 0% 0%a 100% „ _Unspecfied ..t Fuel Type , 3 Electnc 1 ., Distribution Type Forced Air Motor Type -,PSC{Single Speed)- ( Cooling Efficiency 13 SEER Cdeiing Capacity[k8tuih) �-"' ?ft : 3ito 0 Fuel Type r Natural Gas 3 , Distribution Type Forced Air Motor Type:""7 PSC(Sirsgle Speed) Heating Efficiency 95 AFUE Heating Capacity[kStulhj ` ,>'' ` 66 . Use default EAE ('.��+ �i Yes _ .. ... ,.. ,a.. e i fiFuet T e n7 1U.._.51 70:M13,,,1%1Naitlra)sr3. z f3i11 M.0)40 I' 3,. Distribution Type Hydronic Delivery Hot Water Ef i enty r 0 92Energy FactoF-„ g '' Tankless? �_.. Yes �.�. �. , 6 • Building Summary . Property Organization -Inspect►on Status I 77 Sunset Lane Home Energy Raters LLC Results are projected Banrstabie,MA 02630 508-633-3100 Chris Mazzola • Sunset Lane 77 Pre Sunset Lana 77-yvPkGxAd Sulkier A3 Architects , ke, ,# g r Distribution Type y i,:q:,, p ,forced.Air f '?3r, a4 5 d3 nv3 -+ Heating Equipment Furnace(1) Gool►ng Egwpment-- 1 a3 AC 31) ,;; a�3 3 Sq.Feet Served __ , _. 2772 #;Return Grilles .�„ ': ,. 47 ,1 , : " ::z 3 Supply Duct R Value 6 Return DuctyR Value 6 i 3 v;+ Supply Duct Area t#tl 748A4 Return Duct Area[ftl _ . 277 2 A : is l Leakage to Outdoors 60 CFM c 25Pa(2.16/100 s.f.) Total Leakage . 60 CFM25` 4F :,,. , .aa:E I. Tatai Leakage Duct Test Conditions Post-Construction' - �Use Default Flow Rate :..3 .1�ert ��3:,, 3�3 ,d _., ..mom Duct 1 Duct Lo cation 3 7..: �q �. Basement(insulates basement4.1i ng) 3 'w' Percent Supply Area 40 Perciiit Return Area ,3 40 ' Duct 2 • Du Location r Conditioned Space „ Percent Supply Area 60 Percent Return Area s 9 60 :;r ' " � .?T Duda �...�..., . <__..�. M,. ._- __....��..M Duct Location Attic(wetj vented) :''' s4 1 Percent Supply Area 0 PercentRefurn Area ", : RAf 0 `i ; , 1 Dud 4 3 �� , ter „3Dtid Location ' r►.i neddd Spa, Nei i 313 . Percent Supply Area 0 • Percent Return Area „ MI 3 - 0 4 7 " Duct 5 Duct Location ` : Conditioned Spate Percent Supply Area 0 3 Percent Return Area 0 Duct6_�. ,, � _w.__ _ y,,��_ ,.,, „x�� ...e...�»< r.�� 1:� ,..� Duct Location a' t conditioned Space Percent Supply Area 0 Percent4ReturArea 3 a3 . �} v w °" W I ttOrs%•-i"Atijik''':/.411:111.0r1E.:2(0.6,M4,64kit:r 1 nreSKrellir'"'"10 lip®ell" 0 0,F p , it; .1 ill'Has Ceuling Fan aM_ : :i 3 n,..,, 15, :N°" ` .wM , i',, ' 7 7� 3 Cfaii Per Watt , , .. 74.42254 ia g'. l m - Water .Fixture T e -w 7 3* 'ndard a s Use Default Hot Water Pipe Length No Hot Water,Pipe Length[ft) ,.3 ;3�;:.957 ,,i At Least R3 Pipe Insulation? Yes • THeit Water RecirculationVSystem? A D 3.. " : , Recirculation System Pipe Loop Length(Rl 170 Drain Water Reif Re ver No g : ' . 4. .:. : 7 Building Summary Property Organization Inspection Status 77 Sunset Lane Home Energy Raters lt.0 Results are projected Benrstable,MA02630 5p6-833-3104 Chris Mazzola Sunset Lane 77 Pre Sunset Lane 77-yvPkGxAd Builder A3 Architects • othes Drye Fuel Tyke h electric k . - 1 x .. ..`nmvu .....,x. �:.., emu.". , ..,,. � ar.�xc".,.....a.,.we • ,.,,'�-�iw<Ker.......,. ...x..�:...sci Cef 2.617 �Fiield Utilization Timer Controls ? ' ,,., ,.3 3 , y 3,.: g y33 ,Ser sfi,„ MIL Label Energy Rating +r 151 kWh/Year "" t 3P '" Electric Rate $4.11JkWh Annual Gas Cost $12 0© 1 5. Gas Rate $1.22/Therm 331d � 3 tmei 2.15474 1Fltaig"MEMOnnil. Programmable thermostat? � „ , ✓'„, YeS 3.,, ', 3 r 3,,;,;,, 3. �.19" d 3 , .. Dishwasher Size Standard Dishwasher Etftciency . :7 270 kWti,. . .,a s Rangetflven Fuel Electric Induction Range? No Refng rator Cow nsumption. x �A709 kWh/Year� 3 3 .. .... r Ot Errors and Warnings have been Rater Reviewed • Mass Save Rebate Recommendations 77 Sunset Lane Banrstable, MA 02630 Chris Mazzola - Home Energy Raters LLC Improve Window U-Factors Reduce all window U-Factors by 0.10 $8 3 8•4 8 added rebate Annual Energy Savings: $205.71 HERS Change: -6 ASHP: 11 HSPF, 18 SEER Heat Pump Change ducted heat/cool equip to heat pumps $664 0 6 added rebate Annual Energy Savings: -$414.98 HERS Change: +2 +R5 Continuous Walls Add R5 continuous insulation to above grade walls $2 7 7.7 2 added rebate Annual Energy Savings: $65.74 HERS Change: -2 Improved Air Sealing Reduce Infiltration by 30% $2 2 8 0 added rebate Annual Energy Savings: $55.22 HERS Change: -1 • Ekotrope RATER - Version 3.1.1.2275 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Mass Save Rebate Recommendations 77 Sunset Lane Banrstable, MA 02630 Chris Mazzola - Home Energy Raters LLC HRV Ventilation Switch any non-recovery ventilation to 70% HRV $24.89 added rebate Annual Energy Savings: -$24.13 HERS Change: +0 -- Ekotrope RATER Version 3.11.2275 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. .. .. -- ....... :•:........„. ...,:.•:i.:::'.:±,•:•••'•'.•...'..:I'..;',::.....•,....•..:.,. ..•.....,.:;.:,..:.........,...,*.:::;'....„„ '..:..:i . . - ---- - „ 4 _.,a...,.,.-• •-..` '''..wi''' -.'eht . 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NEW,X4 ING �Q �5` .. —'"1 f I ANDZSILL TAU. •' -1, _. 11, I „I�V�111 WINDO TIP, L. 111 L--T '. • �, _ > I i ' I T,°,,ST FLRSLIBFLR 1p_ ' .....r'n _ f-I .- I � .'.�IPR �� 6T0 FOUNDATION ` }• �• / �® i lSu.eo- �2''�,WEST ELEVATION (LEFT SIDE) EXTERIOR SHOWER -y a4%0-.`+` , — — 20'-0• { _— G-0• _Y 8,0•�H TI_ A� ' 2. ,/4•_ 1'-0- - Doc: 1, 378 ,077 09-06-2019 11: 43 TAP Town of Barnstable • S LaL•Y,A4L N,,; •,; Zoning Board of Appeals Decision and Notice 19 Al_i'.) '' Special Permit No. 2019-041 -Kirby Section 240-91(H)-Nonconforming Lot-Developed Lot Protection To allow the demolition of an existing dwelling and construction of a new dwelling on a lot of less than 10,000 square feet Summary: Granted with Conditions Applicant: Nell and Kathleen Kirby 3 Meadow View Lane, Andover, MA 02644 Property Address: 77 Sunset Lane, Barnstable, MA Assessor's Map/Parcel: 301/025 Zoning: Residence B (RB) Hearing Date: July 24. 2019 Recording Information: Deed Cert. No. 204343 Land Court Plan: 17933-A, F, H and J Background Neil and Kathleen Kirby applied for a Special Permit pursuant to Section 240-91.H(3) - Developed Lot Protection. The Applicants sought a Special Permit in order to demolish an existing three- bedroom single-family dwelling and construct a 2,808 square foot, four-bedroom single-family dwelling on a lot containing less than 10,000 square feet of upland. The property is located at 77 Sunset Lane, Barnstable, MA as shown on Assessor's Map 301 as Parcel 025. It is located in the Residence B (RB)Zoning District. The subject lot is .27 acres and developed with a 2,251 gross square foot, three-bedroom dwelling constructed in 1850. The lot has frontage on Sunset Lane and overlooks Barnstable Harbor. Undersized lots appear typical for the area. Property is served by town sewer. • The existing dwelling has a front setback of 23.6 feet where 20 feet is the minimum required, a side setback of 6.8 feet where 10 feet is the minimum required and a rear setback of approximately 28 feet to the beach easement line where 10 feet is the minimum required. The lot size is 9,624 square feet where one acre is required. Under Section 240-91 (H) a Special Permit is required for demolition and rebuilding on lots containing less than 10,000 square feet. Procedural & Hearing Summary Special Permit Application No. 2019-041 for the demolition and construction of a new dwelling was filed at the Town Clerk's office and office of the Zoning Board of Appeals on June 28, 2019. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on July 24, 2019 at which time the Board found to grant the special permit subject to conditions. Board • Members deciding this appeal were: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard, and Robert Twiss, Attorney John Kenney represented the Applicants before the Board. Also present was Architect Alison Alessi. Attorney Kenney reviewed the application, the compliance with Section 240-91 H and zoning history of the area. He stated the proposed dwelling will eliminate one nonconformity and will meet the lot coverage and FAR requirements. He also noted the shed will be removed. f ' Doc: 1 , 378 , 077 09-06-2019 11: 43 Page 2 of 9 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2019-041-Kirby • The Board discussed the mechanicals and Ms. Alessi stated the mechanicals are shown on the plan and will be screened from view. The Board Chair asked for public comment and no one spoke. • Findings of Fact At the hearing on July 24, 2019, the Board made the following findings of fact in Special Permit Application No. 2019-041, a request to demolish and existing dwelling and construct a new dwelling: For all Special Permits, the Board is required to make general findings pursuant to § 240-125(C). The Board should review the evidence presented by the Applicant, staff, and members of the public and, after weighing such evidence, is encouraged to articulate if and how the evidence contributes to each of the required findings. 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-91(H)(3) allows for the complete demolition and rebuilding of a residence on a nonconforming lot containing less than 10,000 square feet by Special Permit. 2. Site Plan Review is not required for single-family residential dwellings. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 4. The proposed yard setbacks must be equal to or greater than the yard setbacks of the existing building. The proposed setbacks will comply with the requirements of the Residence B Zoning District. 5. The proposed lot coverage shall not exceed 20% or the existing lot coverage, whichever is greater. The proposed lot coverage is 19.2%. 6. The floor area ratio shall not exceed 0.30 or the existing floor area ratio of the structure being demolished,whichever is greater. The proposed FAR is .29 or 29%. 7. The building height, in feet, shall not exceed 30 feet to the highest plate and shall contain no more than 2 1/2 stories. The proposed height is 27 feet to the top of the ridge (30 feet maximum to the plate)and the proposed dwelling is 2 stories. 8. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The Board found this application to be an improvement to the neighborhood. The vote to accept the findings was: AYE: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard, and Robert Twiss NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2019-030 subject to the following conditions: 1. Special Permit No. 2019-041 is granted to Neil and Kathleen Kirby for the demolition of an existing dwelling and construction of a 2,808 gross floor area dwelling at 77 Sunset Lane, Barnstable, MA. 2, The site development shall be constructed in substantial conformance with the plan entitled "Site Plan of#77 Sunset lane, Barnstable, MA" prepared by Down Cape Engineering, Inc., dated May 20, 2019 with a revision date of June 17, 2019 and design plans by A3 Architects, Inc., dated May 10, 2019. Doc: 1 , 378 , 077 09-06-2019 11: 43 Page 3 of 9 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No,2019-041-Kirby 3. The total lot coverage of all structures on the lot shall not exceed 19.2% and the floor-area ratio shall not exceed 29%. 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling or construction of additional accessory structures is prohibited without prior approval from the Board. 5. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 6. The decision shall be recorded at the Barnstable County Registry of Deeds/Land Court and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of the building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard, and Robert Twiss NAY: None Ordered Special Permit No. 2019-041 to demolish an existing dwelling and construct a new dwelling at 77 Sunset Lane, Barnstable, MA has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be fled in the office of the Barnstable Town Clerk. lei/A/ Alex Rio olakis, Chair Date ign d • I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has �}been filed in the office of the Town Clerk. Signed and sealed this ONE day of under the pains and penalties of perjury. ,/&4(- /A.,Wa.1)2-e: Ann Quirk, Town Clerk J Mom, D o ! / 1s f Section 12—Department Sign-Offs I Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation 0 For commercial work,please take your plans directly to the fire department for approval. Section 13—Owner's Authorization I, A)ti( k ( ' k vb`• , as Owner of the subject property hereby authorize c 4e i- ,k &to) to act on my behalf, in all matters relative to work authorized by this building ermit application for: Y-1441 h- " ddress of job) 20/ Signature of Owner date $J E 1 14 F-ey edilI46,1111 ✓i��) Print Name -/ • T Aat nwdeeui.line o r Barnstable Bldg. Dept. ,--,_ • ( ® Approved by: ' Ii1, Permit #: B - A- o bio• i .. , ' REVIEWED -•*� ( , , SMOKE DETECTORS .I I I � m ' I � — L®—e30— , � I r , , I I I B RNSTABLE BUILDING DEPT. DATE �� 1, II � � II II 14- 0/30)1c1 :. I I �I ,I AY :�:::::" ::' .:�:::.::' FIRE DEPARTMENT DATE ITA ... I I J� I....-...... ....-..�... a'« .... .... I I I I .......... . ......1•.._. , , ---I .■ 4 I )' I C�::::'• •• .:Z::.:� ' - - : BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ma. ... j l I.......... .......�__..�. ....I .... �I-I I.I I .......... ... .....MM...-..�.I aNIL------ S. .......... ... .....�.M...... •- �r_ -- I II - �at�i I ' ' i f f f!��,.�,�,.ry�,.�� i .... i.�lfillll :N.-- -- u L' 1 ,� `" ° II IJ yyI ril I IIY1l �1°I I II" I -O ° " " I I)�� ))�1 1 1 . l i l I ................... .��................. I 1 I I I L IIIII 111111 1 II 1L .�. ---• .....P�-- .-... — — MUM ,I ' ME EMU= iiii. ..i. III I ml AM ,I 77 ... ..... ..... ... I 1 IY - .�. ..... .-.0 .... 111 C L ... ...... ..... ... I ... I_I ...... ..... .... J � I ... '—' ..... ..... ■ii .. ... 4 T . � ,� jj{JJ{ r{ ._. 1111�--1111 ...... .-... .... r 1 ... --•--� - -M--- --- I I ��,� �� ... ...... ..... .... f 1 -- ...u..rr '\, `I i iiMl d Il -'i IM&1 ii� I I r I .....a w........u. .................. .MI....u.....u. • -I I. -ems IS. DRAWING INDEX . SP1 SITE PLAN(BY DOWN CAPE ENGINEERING) A NEW HOME FOR • A-1.0 FOUNDATION PLAN THE KIRBY FAMILY A-1.1 FIRST FLOOR PLAN A-1.2 SECOND FLOOR PLAN 77 SUNSET LANE A-2.0 ELEVATIONS BARNSTABLE MA 02630 A-2.1 ELEVATIONS A-3.0 BUILDING SECTIONS A-3.1 BUILDING SECTIONS G1.0 SHEARWALL COVER SHEET architects, inc G1.1 STRUCTURAL DETAILS 1 G1.2 STRUCTURAL DETAILS 2 Residential Commercial Net Zero 831 Main Street Dennis,MA 02638 (508)-694-7887 S-1.1 FIRST FLR FRAMING PLAN S-1.2 SECOND FLR FRAMING PLAN S-1.3 ROOF FRAMING PLAN CALCULATIONS: GENERAL CONTRACTOR STRUCTURAL ENGINEER CIVIL ENGINEER AREA vROEOSED FIN. L FINE BUILDING&FINISH McKenzie Engineering Consultants Down Cape Engineering Inc. E1.0 FOUNDATION ELECTRICAL FIRST FLR: 1688 SOFT 79 Mid-Tech Dr, • . Underpass Road 939 Route 6A,Suite C SECOND FLR: 1120 SOFT West Yarmouth,MA 02673 Brewster,MA 02631 Yarmouth Port,MA 02675 E1.1 1ST FLOOR ELECTRICAL TOTAL: 2808 SOFT (508)778-4246 (774)353-2144 (508)362-4541 E1.2 2ND FLOOR ELECTRICAL CONSTRUCTION SET 10.04.2019 ..�_` r • • • • NOTES • 1. DATUM IS NAWBR Barnstable Harbor 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ' BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE. Locus 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING . • ."--DIGB7YFE"'(1-688=-344--7233).AND••VERIFS'I'NG'THE.... ..,.. .. -..: _ LOCATION OF ALL UNDERGROUND Pe OVERHEAD UTILITIES l�' PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING DWELLING IS CONNECTED TO TOWN SEWER. -_ 1' 0 (RECONNECT 4• SDR35 PVC AT 2%MIN.) t, g/ � 5. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO $ �� S�(oc\4 j0 ADJUUSTLS OR LOCATIONSF SRIP LJNES NE NEEDED. TO STONE TRENCHES. �' . c G°�� GZ `l�qO4 11 6 VENDORS.COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE . aillitiligill � ��S� LOCUS MAP • o�G2 / • 6 N SCALE 1"=2000't i�- ASSESSORS MAP 301 PARCEL 25 y.�p Z g `.�S/ 9 �E a G°P �y� 4��'© 0 1°F ' LOCUS IS WITHIN FEMA FLOOD ZONE X AND _�� moo ti 5 • ZONE VE (EL 14) AS SHOWN ON COMMUNITY EXISTIN 1 a PANEL #25001C0558J DATED 7/16/2014 11 REVETM . I��'��,�r •,I DE (12) #5 SIZE / / ��j� Prunus maritimq (b c � ,Y�'��, c ��13. PIu PLANTE O.C. (3' T � - WID STRIP ST LANDWARD ZONING SUMMARY + � � " ` OF C BANK) i �� 0.0,' L v) ZONING DISTRICT: RB DISTRICT 6 ✓`'1�f�) P� ,�� _;:y. REQUIRED:' EXISTING: PROPOSED: 7 �A•;��♦�-s•COPS 1s •••mis` \� MIN. LOT SIZE 43,560 S.F. • 9,624 S.F. (UPLAND) 9,624 S.F. (UPLAND) 5 6 Afs-j,, ^ MIN. LOT FRONTAGE 20' 70' 70' > 9 `, j4 •a' Ii�+^'ONC. ALK AND MIN. FRONT SETBACK 20' 23.6 - 20.2' to `� /� ,,tr` STAIRS �� -EMOVE t STAKE IL MIN. SIDE SETBACK hI 0.21 0.29 • / �� Q�L°e• �/!'`r % MAP 301 PARCEL 26 SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT -� Dw EX TIN CLAYTON MARSTIN & BEVERLY WHITE J i ` OWE Ni tom/ CERT 195497 M '1 PARCEL 25 , Tj / 5 I ,, MITIGATION CALCULATIONS: — 9,624t SF (0.22 AC.) FLAGSTONE ) •EMOVE .— •N _ 1,528 SF (0.04 AC.) , \ :/�/. PATIOS o EXISTING HARDSCAPF 0-50' 50-100' TOTA 11,152 SF (0.26 AC.) i _P�PO OSED C S / SHED /� 4 5 �/ DWELLIN'6.0 , �CONC. s \\ 2.,? EXISTING: 848 SF 1881 SF CONC. .BLOCK \ ,/ y .W.ALK Nr� PROPOSED: 803 SF 1909 SF PATIO G• 1 �� 2 ±1 It �� o s 4 CHANGE: 45 SF 28 SF NET = -17 SF • 3 e$ ,• a �; NET REDUCTION IN HARDSCAPE, NO MITIGATION REQUIRED MAP 301 PARCEL 24 \\Dr• \oo . • , N ALBERT & CHRISTINE COSTA a ,fir--• `•O / SITE PLAN CERT 195617 �N v �i P��\�G -, r /S .," OF 0'` P i 4 1°. P SY,'" '� 0e �S i5^ #77 SUNSET LANE �r PROPOSED -' yy s BARNSTABLE, MA SHELL �' Se1 s/ n • DRIVIE i' BENCHMARK: �I* •S/ '''� MAG NAIL CI C PREPARED FOR =13.s' NAVD88 NEIL & KATHLEEN KIRBY s c,¢ ,6/ DATE: MAY 20, 2019 -- -. REV 6/27/1.9'.(PLANTINGS'AND'DRYWELLS)" • .,iHDF'.gr :. 01' o off 508-362-4541 2 j a .e.\ —� I fax 508-362-9880 ,, Dniz P,. DANIEL y\ • ro OJALA A, downcape.com p CIVIL 34°•1 OJALA `'t down cape engineering,inc, \ io.4650?. No.40980 ' P�N.. 0�.�t ApF .,c/ !0.b Score:1"=20' F�,S,eRN �� ESs,o-;, civil engineers >. ;« "osuav<_ land surveyors ��m �i—� r4� 939 Main Street ( Rfe 6A) DCE #18-323 0 0 20 30 4 0 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-323 NOTES 1. DIMENSIONS ARE TO CENTERLINE OF STEP 4 INTERIOR WALLS AND OUTSIDE FACE OF I PATIO ABOVE 1 STUD OF EXTERIOR WALLS, UNLESS OTHERWISE NOTED. / 46'-0" / 2.CONTACT ARCHITECT IF THERE ARE ANY _ o _ Z CO DISCREPANCIES IN THE DRAWINGS. i 28 " 16 " / p-. 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N 4� 1 1 I TITLE: ', + �� * T.O.2ND FLR SUBFLR y r / SHUTTER■ ff� f ■ I .{ 1 ._.M I .1.. 1 ...._ r ' t h t r -_v_.rl t t......_.. STORM 'VALANCE �} � ._ ' .t� 'I ��5� �� 4�r} 1 '�1 ��}_ � 'l1 '} �� Cl,l�� 1'r,_ l � }� I�_4 ' ��,, • I .. .. .. 1X6 CORNER BOARDS F NATURAL W.C.SHINGLES,5'T.W • ELEVATIONS L x is II . _ JJ�_ x ♦ l! 1' li �- ♦ z • OO O 02 \`\� pg �/// - 3 EXTERIOR SHOWER y • O•cmcimmmoommiummownom ' l• \`.. - - `. PATIO ^�'1 r - i_ _ ' �7 'I ' 'I I'I I / '1 ' T.O.1ST FLR SUBFLR N r L I 1 �`�)) ' , RJ�} }��1 s�TO.F NORTH ELEVATION (WATER) co r T.O.FOUNDATION A 1 L y 0 1/4• = 1'-0' f en °moo q T.O.FLOOD ZON ,„r y c �=,4•a WEST ELEVATION (LEFT SIDE) • IMO® I /a- = 1 -o V O CUPOLA y F ,T.O.RIDGE I1 1I II .- •�N 3 • ELt42-,1• } LI ARCH.ASPHALT SHINGLES - �' Zk • 1X4 RAKE WITH EXPOSED --- -- <. RAFTER TAILS AT MAIN _- --- -12-__ i__■M_■M� 12 Idf GABLES,1X6 FRIEZE BOARD 5 -■�---�--■'IN :.0 GABLES, I. 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Bmo ISM■ I 1 i r x ■• ■IcM._...■ [1111 .__.._...._..._.__u_■ I.INI I REVISIONS: 09.13.2019 NOTES x -::Ammo■._N NI NIIIIIIMINIIMIN11E1 IM__■.m.■__■.__.■.IE■.. �� ::� I ' �' CONSTRUCTION SET: MOSS.• ! ■. ■..■■■ ....._�...._....■■._■ 1. DIMENSIONS ARE TO :. •._._.•. 0 a •----- -- ■I:_:_:_.__.._-._._.:■:1 I 10.04.2019 CENTERLINE OF INTERIOR WALLS -min -� ■� �� - I- ■ I- ■ - 1 1 re ism Ili AND OUTSIDE FACE OF STUD OF $ --- • ---- -- ---�•-MINIM--MINIMe.�_■■_ _.._M..m_■■_M■■__.■IN A • ■.. _■.....■_■IN__.M..■■_..M._■■..MUM .__.NUM.■...■...■._..I � I• TIE 1�1! _■M ■__■.mINMM..■....■__■MUM■MN._.■_I .■......_......._..■ it EXTERIOR SHOWER �. _■ ■IN■IN.f..eINmm.s_.■_INmu_u..mc .IN.-•-�--- ■.._M.m..l EXTERIOR WALLS, _■■ ■__.■_■■Mm_�_U.M__■._M.INm_.._ _■. ■_■.■__■■•• Milli �I' .-_ _■■m..■..■■�■■._■.._■N._■M__.. MIEN _.M__■IN._.I UNLESS OTHERWISE NOTED -" ---MINIM-■■._■■.-■■._■■_-■■m.u_ .■■ . — T.O.1ST FLR SUBFLR ._ .. ._■INm._.M..IN.._...M.mIN.. _.1 �M EU:n-TIN a1'■ ■IN__■.._`-.■■._■■._`■-■■._■■_.■IN._■■_ -■■CONDENSER j GENERATOR8 .21 ! -1 IL�11MlaIL�ai6L1HIffal MIME _■■ 1 CONCRETE PAD 2.CONTACT ARCHITECT IF T.O.FOUNDATION _� ■■ �_ THERE ARE ANY DISCREPANCIES 11 1 T.O.FLOOD ZONE 10'-0'PATIO 14'-0" 20'-0' �_ 6'-0' 8'-0"OPEN PORCH {I-1 - A2 ■ IN THE DRAWINGS. �DJf14.� Jr., 1` II Ih2 r ry - ..E fit:, 2 1/2"ZIP INSULATED €` ;"' Z 03 SHEATHING ;X4 RAFTER Ids Z Z TAIL / 39" f _ JQ W Z Z W CO O w N Q EAVE & ROOF RAFTER DETAIL 0 10:12 RF = N ce 0 1" = 1'-o" UJ Z Ic n < �' TITLE: CUPOLA BEYOND 2X12 RIDGE BOARD •TT.O4 RIDGE 11 'r SECTION 1fi.. I SEE S1.3 ROOF FRAMING �� 'I€ .�\ FOR WOOD TIE DETAIL ,.. .-- 10 TYPICAL ROOF CONSTRUCTION:R:40 12� t - E ARCH.ASPHALT ROOF O 2 1/2"ZIP R SHEATHING,TAPE ALL SEAMS ,,,, di u 2X8 SLOPED RAFTERS,16 OC WITH STEEL TIE ROD,48"OC y r COLLAR TIE FE m p w/7 1/4"SPRAY FOAM INSULATION,PAINTED SHIPLAP IL CEILINGS Q % 3. d C a:t n HDR©TOP PLATE, d I, cn Q co i SEE DETAIL ON 4/51.3 /// - C F n rn TYP.EXT.WALL CONST:R:40 -F I - o 1- I - — y ao W.C.SHINGLES,5"TW,1/2"PLY.SHEATHING,ALL SEAMS = _ = a�0 8. TAPED,2X6 LOAD BEARING WALL,16"OC I- i I I BATH 3 p BEDROOM 3 2 1/2"ZIP R SHEATHING,BLOWN IN CELLOUSE,1/2" a O s t♦ a = J TOP OF PORCH ROOF TO ALIGN BLUEBOARD WITH SKIM COAT OF PLASTER `4 z /I z / WITH TOP OF 4 PITCH MASTER 10 3 r• v ,p 3 BDRM ROOF V O 1 F �T.O.2NDFLRSUBFLR ./'"'" .`4 �� 11 i�"TJI FLOOR JOISTS 117.4 TJI FLOOR JOISTS _ EAVE OF PORCH ROOF TO ALIGN z wN a TYPICAL LOW PITCH ROOF ..... ,1+ Z WITH EAVE OF 4 PITCH MASTER sd ARCH.CON ASPHALT ROOFRF iy :�E "" BDRM ROOF ! --4-. .- 2 ASPHALT PANTRY BATHROOM LAUNDRY 2 1/2"ZIP R SHEATHING,TAPE ALL SEAMS , p, _ _. 1 i ,' 2X8 SLOPED RAFTERS,16 OC w/7 1l4"SPRAY FOAM '� - �-- - '--- INSULATION,PAINTED SHIPLAP CEILINGS W = € ._ W = • G _ TYP.FLOOR CONSTRUCTION: R:43 b o -' j W £ ... a = • r ' E _[` �4"T8G ADVANTECH pi a t .'_' ?; Z V 0 p? SUBFLR,GLUED&NAILED — - - o I �; m 3 y3 11�"TJI FLR JOISTS,16"OC 3 -1- I; a, -?' " - n SPRAY FOAM INSULATION I: I �-- ( 2 I;1. - 6 4 -Q , c �T,O.1ST FLR SUBFLR * - € .... , , FL:fl-z• t r �"< EE € E E 7 3 E tt€ a IE. ,., ,i y„�,T. FLtKiR:JC!ISTS ..., I..... ......1;1 Jl FL£)QPt.3,QIS�TS::. ., .. " T.O.FOUNDATION « - - :. d -g it z t8•d db FLOOD ZONE ELEVATION _ _ \ vir[L+4-v FOUNDATION \ Date: CONSTRUCTION: o \ 10"POURED CONC. ) FOUNDATION WALL UNFINISHED / OKH: 04.23.2019 BASEMENT / ZBA/CONS: 05.10.2019 / PRICING 07.08.2019 FOOTING Y` - .< .'/ .. ..".. _ _ PERMIT: 08.28.2019 4,11 sir El...T.O.O. ��, I 'i. _..... .-..-. ,I _ r I REVISIONS: 09.13.2019 0'"" // CONSTRUCTION SET: SLAB CONSTRUCTION: T: CONC.SLAB 10.04.2019 8'-1 17' / 10'��4' < BUILDING SECTION el 1/4" = V-0" NOTES A3 • 0 1. DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS, UNLESS OTHERWISE NOTED. • 2.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. 1 Z m CUPOLA O y SEE S1.3 ROOF FRAMING FOR WOOD TIE DETAIL I- U TYPICAL ROOF CONSTRUCTION:R:40 �D/ F-1 u,J LJJ Q ARCH.ASPHALT ROOF I.L Z 2 1/2"ZIP R SHEATHING,TAPE ALL F"" SEAMS 2X8 SLOPED RAFTERS,16 h M:4-=- (n O6 W OC WITH STEEL TIE ROD,48°OC -7 J w/7 1/4"SPRAY FOAM INSULATION, - Z Z L 03 PAINTED SHIPLAP CEILINGS / 4-0 / 4-0" / RIDG 4-00 WLii I" 40ET.O. E T.O.RIDGE / 4-0 / 4-0 / J V) 10 '"::„` ,', [," .. , ,2X12RIDGEBOARDl=.I: (..,,...:- E.'�E. ,2X12�RIDGE BOARD: (E,•M, (€. €, t�' : . , __. I F re I o pp TYP.EXT.WALL CONST:R:40 E€ 12 I� 1 W.C.SHINGLES,5'TW,1/2"PLY.. 1{ a I� LU ^ Q 12 , SHEATHING,ALL SEAMS TAPED,2X6 LOAD /� , Z ^ m 8� ` BEARING WALL,16"OC € DORMER FRAMING: €(' 2 1/2"ZIP R SHEATHING,BLOWN IN I/ `l COLLAR TIES CELLOUSE,1/2'BLUEBOARD WITH SKIM /� , I TITLE: @ DORMERS / E n COAT OF PLASTER i TO BE LOCATED / —„-" @ TOP OF PLATE // TYP.FLOOR - �{_11 CONSTRUCTION: R:43 " !!! W T&G ADVANTECH N -mo/pr c SUBFLR,GLUED&NAILED SLOPED = SECTION 11 i"TJI FLR JOISTS,16"OC CEILING • w F - SPRAY FOAM INSULATION II K _ TYPICAL LOW PITCH ROOF x n i- a = CONSTRUCTION:R:40 OU I _ 4 3 ARCH-ASPHALTROOF BATH 3 SITTING a �' o li • Fin 2 1/2"ZIP RSHEATHING,TAPEAREA T OZ ALL SEAMS,2X8 SLOPED 3 ii '5 3 RAFTERS,16 OC,PAINTED17. o BDRM 4 SHIPLAP CEILINGS 12 " •, .��p t T.O.2ND FLR SUBFL: tO 4scT.O.2ND FLR SUBFLR �{ € - - - t6 .- N O. +, . 3 € .E n El EEI,:! — i In I II 1 E,1+I =i o0 o� e oo a o b KITCHEN/nF7ri • d BDRM 1 i i i' i LIVING ROOM Z sL •T.O.1ST FLR SUBF ,T.O.1ST FLR SUBFLR. -J r, t - n, €, - - . €.' c.„..2. - - EE € I E s € €..E 3C€'I< E € 1;k1: - a pp �{ r E A T.O.FOUNDATION ...;. - ?\�a _ - '. :'a T.O.FOUNDATION ... ,R€II`�.�I€e ,. .:€�s�I€. ..€, ...� .� i �.�(... .1..�€.�' .: `•:�[ .._.. i.�I� .,..'( I:.',�€ �7� ;.�t 'i [�. € E:. : ',. �n ,a-0 :— �¢. ,ea - V .g C BEAM 15 ,� BEAM 15 ;:� � � �? 3r FLOOD ZONE ELEVATIO ° 14'-P FLOOD ZONE ELEVATION P .. . - EU,4'-0' - O 4 b INSULATED U IS MECHANICAL — / ? ROOM UNFINISHED ° BASEMENT 'w FOUNDATION CONSTRUCTION: Nt d 0g 10"POURED CONC.FOUNDATION WALL 'p' , . , T.O.FOOTING ...... . T.O.FOOTING - ., „ _ Q:15 Nz n.=8-r .II �n4=e•-r 4I ''': 1 L L _..... L .J ..... -1° 3r Iy F4 8. 40-0" ..t 20'-0" 1 SLAB CONSTRUCTION: Date: CONC.SLAB OKH: 04.23.2019 ZBA/CONS: 05.10.2019 PRICING 07.08.2019 SECTION © PERMIT: 08.28.20190 DORMER LONG SECTION REVISIONS: 09.13.2019 1/4" = 1.-0" 1/4" = i —0" CONSTRUCTION SET: 10.04.2019 NOTES /L\3 ■ 1 1. DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS, UNLESS OTHERWISE NOTED. 2.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. • ff. H KIRBy RESIDENCE . • w W x U 77SUNSETLN BARNSTABLE, MA w p GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES SHEARWALL SCHEDULE SHEARWALL HOLDOWN SCHEDULE 0 Cl) U-I 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY WALL FRAMING CONNECTIONS WALL TYPE SCHEDULE STRAP HOLDOWNS a DWELLINGS,NINETH EDITION(780 CMR),AND AU.AMENDMENTS,WHICH - IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. L ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF (I)-CS 16 COL-STRAP W/(26)10d(0.148"x 3'LONG)NAILS WHEN STRAP 1%2"PLYWOOD-(EDGES BLOCKED) II IS APPLIED OVER PLYWOOD SHEATHING.SAME NUMBER OF 8d(0,131 x 2 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH(1)TSP CONNECTOR AT 32"O.C.PROVIDE(9)10d x 1(4 NAILS TO THE Bd COMMON OR GALVANIZED BOX NAILS 44 6.O.C.EDGES ye•LONG)NAILS MAY BE USED WHEN APPLI D DIRECTLY TO 2x FRAMING. WITH AMERICAN FOREST AND PAPER ASSOCIATION(AFRPA),"WOOD FRAME STUD AND(6)10d NAT S TO THE DOUBLE TOP PLATE.CONNECTOR TO BE AND 12"O.C,FIELD. APPLY HALF THE NUMBER OF NAILS(13)TO EACH END OF STRAP". CONSTRUCTION MANUAL FOR ONE- TWO-FAMILY APPLIED DIRECTLY 70 2x WHENFRA US G. n tom•PLYWOOD-(EDGES BLOCKED) COAND THE"MINIMUM DESIGN LOADS AND BUILDINGS AND OTHERS )" NOTE:NOT REQUIRED USING H2A CONNECTOR PER NOTE ON' / Bd COMMON OR GALVANIZED BOX NAILS E 3"O.C.EDGES (21-CS 16 COL-STRAPS W/(26)10d(0,148'x 3•LONG)NAILS NMEN es W STRUCTURES(A5CE7-10)•THE BASIC WIND SPEED FOR THE DESIGN OF THIS AND 12"O.C,FIELD. O STRAP IS APPLIED OVER PLYWOOD SHEATF07NG.SAME NUMBER OF Bd STRUCTURE IS 140 MILES PER HOUR(ULTIMATE)WITH EXPOSURE CATEGORY 2.EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON (0.131 x 2 SA'LONG)NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X H THE FLOOR BELOW ACROSS THE RIM BOARD WITH(1)CS16 COIL STRAP AND /��\ Wm"PLYWOOD-(EDGES BLOCKED) FRAMING.APPLY HALF THE NUMBER OF NAILS(13)TO EACH END OF (� EC (2)10d NAILS AT EACH END OF STRAP,W/A STRAP CUT LENGTH OF 18"•Tiff 3\ Bd COMMON OR GALVANIZED BOX NAILS E 2"O.C.EDGES STRAPS.APPLY EACH STRAP TO INDIVIDUAL STUD(UNLESS STRAPS ARE W 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL CLEAR SPAN ACROSS RIM BOARD.STRAPS TO BE SPACED AT 32'O.L.(EVERY AND 12"O.C.FIELD.FRAMING AT'ADJOTNING PANEL EDGES APPLIED TO 4x OR LARGER POST)•. BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTIONS IF OTHER STUD).STRAP IS NOT REQUIRED AT SHEARWALL HOLADOWN SHALL BE 3'NOMINAL OR WIDER AND NAILS SHALL BE w LOCATIONS.CS16 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING. STAGGERED. (3)-CS 16 COIL STRAPS W/(26)10d(0.148'x 3'.LONG)NAILS WHEN CO BUILDING OFFICIAL REQUIRES THAT THE CONTRACTOR SHALL BE O STRAP IS APPLIED OVER PLYWOOD SHEATHING.SAME NUMBER OF 8d. .1'r1 N COMPLETED THE THE ENGINEERERF C D72RECORD,U THE PRIORTCT THE 3.EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING NOTE:FOR PLYWOOD SHEAR WALL TYPES 1,2,AND 3 LISTED (0.131 x 2)4•LONG)NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X 1++�� W CONTACT ENGINEER OF RECORD 72 HOURS PRIOR TO TIME WHEN FRAMING.APPLY HALF THE NUMBER OF NAILS(13)TO EACH END OF /� W THAT ALL U IS TOME BE MEMBERS AND CO.THE ICONTRACTOR SHALL INSURE - SHALL BE ATTACHED TO.TH E BEAM WITH(1)LT512 TWIST STRAP AT 16'O.C. ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2)4•). V 1 THAT ALL STRUCTURAL MEMBELS AND CONNECTIONS ARE VISIBLE FOR (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP).STRAP IS APPLIED GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE STRAPS.APPLY EACH STRAP TO INDIVIDUAL STUD(UNLESS STRAPS ARE INSPECTION IF DURING THE INSPECTION,ANY PORTION OF THE DIRECTLY TO 2x FRAMING. USED AS A SUBSTITUTE. APPLIED TO 6x OR LARGER POST)•. • STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR NO- REVISION/ISSUE DATE q,ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(I)<S36 STRAP AT 32°O.C. INSPECTION'FINAL APPROVAL OF THE MITRE STRUCTURE WILL NOT BE - PROVIDE(6)10d NAILS TO STUD AND(6)10d NAILS TO RIM BOARD.ATTACH SOLE PLATE CONNECTION SCHEDULE FOUNDATION - & HDU HOLDOWNS GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S RIM BOARD TO FOUNDATION SILL PLATE WITH(I)DSP CLIP A732°O.C.EXPENSE RIM CONNECTION TO FLOOR RIM BOARD 4.AU..WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE. 5.CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL ®) CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN ACCORDANCE HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD O HDU5-5D52,5 W/SSTB24 ANCHOR BOLT**.ATTACH HDU TO 3"(MIN)OF PROJECT ADDRESS: WITH CATALOG C-2014.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 2X OR GREATER FRAMING MATERIAL AND 94•THREADED ROD.CONNECT INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S QTHREADED ROD TO ANCHOR BOLT WITH CNW%COUPLER NUT. SPECIFIINSTALCA CON L=F-0"TO 4.-0" (1)LSTA 9 (1)SP4• t (3)-16d COMMON WIRE NAILS PER 16" L=4'-I'TO 6'-0" (2)LSTA 9 (2)SP4• ® HDU8-SD52,5 W/5511128 ANCHOR BOLT**ATTACH HDU TO 4 S4°(MIN) 5.ALL ENGINEERED LUMBER PRODUCTS TO BE I-LEVEL TRUS JOIST(OR U 6'-I'TO 8'-0' (2)LSTA 12 (2)SP4' Q_ (4)-16d COMMON WIRE NAILS PER 16" OF 2X OR GREATER FRAMING MATERIAL AND%/s'THREADED ROD. 77 SUNSET LN EQUAL)INSTALLED IN ACCORDANCE WITH MANUFACTURER'S - L=8'-I•TO 10'-0' (2)LSTA 15 (2)SPH6• CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW%COUPLER NUT. BARNSTABLE,MA SPECIFICATIONS. 7L 1�,f A �)-SIMPSON WOOD S�16' •) ATTACH END OF SHEARWALL TO H55 COLUMN WITH SELF TAPPING ROOF FRAMING CONNECTIONS 'ALTERNATE:THE CONNECTOR SHOWN FOR.THE JACK STUD TO SOLE PLATE O SCREWS(TEE OR EQUAL)2 PER 6'0/C ALONG THE LENGTH OF THE END CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUDS OF THE SHEARWALL 1,ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE -STUD TO HEADER.ATTACH CONNECTOR WITH HALF OF THE REQUIRED CONNECTION TO CONCRETE FOUNDATION _ WITH(1)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE INSTALLED OVER NAILS TO THE TACK STUD AND HALF OF THE REQUIRED NAILS TO THE ROOF SHEATHING INTO RAFTERS W/10d COMMON NAILS TO RAFTERS. FOUNDATION RI/ABOARD.CONNECTOR TO BE ATTACHED DIRECTLY TO 2x FOUNDATION SILL PLATE CONNECTION TO CONCRETEV/4 FRAMING AND RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE 5/•dia.ANCHOR BOLTS AT 32' ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF IS ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. B o c, THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR CONNECTOR TO BE NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE 5/ DIAMETER A307 ks ! APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL NOTE: 8 rye V. t ALTERNATE:USE(1)H2A FROM EVERY RAFTER TO WALL STUD BELOW.TSP STEEL ANCHOR BOLTS WITH 3"x 3"x S':PLATEWASHER WITH 7" S CONNECTOR PER NOTE'I','WALL FRAMING UPLIFT CONNECTIONS',IS NOT L HEADERS 4'-1°AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE MINIMUM EMBEDMENT INTO CONCRETE 5; ! REQUIRED WHEN USING(1)H2A AT EVERY RAFTER. HEADER(EXCEPT HERE NOTED). ALTERNATE:TITEN HD BOLTS WITH 3"x 3"x t/"PLATEWASHER ENGINEERING �'EKE ,Z1 E: 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE 2.PROVIDE(1)5SP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE E N GI N EE R I NG EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4)-10d NAILS TO KING SHEARWALL CONSTRUCTION BLOCIO 4G AT 6"O.C.PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE STUD.FOR SECOND FLOOR(OR ANY LEVEL WITH TIMBER FRAMED WAIL` CONSULTANTS ADEQUATE VENTILATION AS REQUIRED.BLOCKING TO BE ATTACHED BELOW)HEADERS,PROVIDE(1)CS 16 FROM EACH KING STUD ACROSS THE m„aur"N-daN.vsvirortmental DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC RIM BOARD TO A STUD IN THE WALL BELOW. FOR CS 16 STRAP SIZE REFER 1.ALL SHEAR WALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT CONNECTOR. - TO NOTE"2"ABOVE FOR LOWEST LEVEL HEADERS PROVIDE(1)SSP EACH END OF THE WALL CONNECTOR FROM EACH KING STUD TO THE SILL PLATE - P.O. BOX 1879 2.FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16"O.C.USE(12)-16d - 44 UNDERPASS RD UNIT 2 FLOOR FRAMING CONNECTIONS 3•KING STUD TO RI/ABOARD CONNECTION SPECIFIED IN NOTED'AND NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES.SPLICE LENGTH TO BE BREWSTER, NA 02631 ABOVE IS.NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO A MINIMUM OF 4'-0'LONG. (774) 353-2144 L PROVIDE(2)1%'WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN THE , PARALLEL TO THE FLOOR FRAMING DIRECTION IF CS 16 COIL STRAPS ARE 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND . SPECIFIED AS HOI.DDONRNS AT THE END OF THE SHEARWALL,WRAP THE BH,OW ALL OPENINGS III SHEARWALL We*.ALL.HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK ' STRAP(5)AROUND THE(2)19'f WIDE LVLS AS SPECIFIED,WRAPPING THE - 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL PRIOR TO CONCRETE POUR USE APPROPRIATE ANCHORMATE DEVICE. STRAPS AROUND THE LVLS.IF HOEDOWN AT END OF SHEARWALL IS A HDU ENDS WITH(2)16d NAILS AT 4°O.C. ' .. _ TYPE,SUBSTITUTE(2)19' WIDE LVLS WITH 3(WIDE PARALLAM(MIN).SEE '1 ' DETAIL AN.ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS. 5,REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. LEGEND •'°M �? . 2.PROVIDE 31/2'WIDE PARAU-AM PSL BLOCKING OR(2)19'i"WIDE LVL - �. "- J. BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE - A SHEARWAU-TYPE i. C)N'I^ '- PERPENDICULAR TO SHEARWALL PAD WEB OF.TIE JOISTS AS NECESSARY. ND 8 3.ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO TIE CD SHEARWALL HOLDDOWN TYPE /•A ,;T . RIM BOARD OF THE FLOOR ABOVE WITH(1)LTPS CONNECTOR AT 24'O.C.OR N. W/(2)10d TOE NAILS PER 12'. SHEARWALL HOLDDON ----SHEARWALL F A P PERFORATE SHEARWALL CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. JOB : 19-166 SHEET X(XJ KIN G NG AND JACK STUDS AT OPENINGS DATEs06-18-2019 G 1 0 SCALER NONE JACK STUDS KING5TUD5 MODEL* DIA. MN.EMBED. MIN.REBAR LENGTH HUILTUP CORNER STUDS MODEL* DIA. MIN.EMBED. MIN. PLAN) (4'PER PLAN) SSTB16 5/B 12 5" 50' SSTB16 5/8 12 5/8" 50" OPENING I I (PER DETAIL „p ) ,-"1 II I SSTB20 5/8 18 50" ® SSTB20 5/8 18 5/5" 58" ————— C516 9TRAP L SSTB24 5/8 20 y 66" SSTB24 5/8 20 555$" 66" W -1 E—— (A PLIED PER SSW III SSTB28 7/8 24 V. 74' SSTB28 7/8 24 74" IS (�PER PLANS) SSTB34 7/8 28%a° 82" 05/6 STRAP r/DU HOEDOWN SSTB34 7/8 28/5" 82" 2 MOLDCM'N SB1x30 1 24" 96" (PERPL.W) SB1x30 • 1 24" 96" Dr I liiikCMPUED PER SSW NOTE:14 REBAR TO BE CENTERED ON HOEDOWN AND LOCATED NOTE:M REBAR TO BE CENTERED ON HOEDOWN AND LOCATED �J (PeR PLAN) (#PER PLANS) I I G 3"TO 7 DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON THREADED POD J MANUFACTURER'S SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS. / LU IMINNIMNIIIIIIII D 'P(PER GSM I: � 55TH IIOLDOWN ANCHOR mirptiEA TMREADEDROD �, a4REHAR* 1 p W r. i . PLACE 55TH ARROW ONTOP �� 7" OF MNGIIOR DIAGONAL IN mismom ° iii GNW COUPLER. ° #4 MBAR A MINA 4 REHAR ,"TO V'�l._._. ° ' CORNER APPUCATION 55TH IfOLDOWN ANGIIOR a y'toV''d .° �' .a Q REHM, J POSITION/NWALL PER EDGE DISTANCE �d: °CNWGO1lPLPR a ANCHOR BOLT DP(PER G9N) ° 5IMP50N MANUFACTURERS 1.75"FOR 2X4 WALL SILL PLATE d. �� EDGE DISTANCE W ° (PEP SEW) ° ./ SPECIFICATIONS . 275 POP ZXG W ANCHOR BOLT 557'MOLDOWNANGI/OR d 1.75"FOR 2X4 WALL- :a a55THMlfJOWNA/GIiOR (PERGSN) •a MIN. 2.75"FORZX6WALL • MIN.REBAR LENGTH Cr "MIN. SECTION VIEW PLAN VIEW SECTION VIEW Ia PLAN VIEW HD HOLD DOWN AT WINDOW OR DOOR OPENING Hn HOLD DOWN AT EXTERIOR BUILDING CORNER0 CC U H co HUlLTUPGORNERSTUDS MODEL* DIA. MIN.EMBED. MIN.REBAR LENGTH h (PCR DETAIL HD ) SSTB16 5/8 125}b" 50" E l 0 SST620 5/8 16/° srLSTASTRAPArlG"oc. r� a G5/G STRAP I I SSTB24 5/8 20 " sir BUILT UP STUDS (PER'65N) V i QI (APPLIED PEP G5N) SSTB28 7/8 24/" 74• (PER DETAIL e) ROOF 5I1PATM1NG (n PEP PLAW5) flDtl POLDOWN SSTB34 7/8 28 4' 82" II SB1x30 1 24' 96' II NO. REVISION/ISSUE DATE NOTE:M REBAR TO BE CENTERED ON HOLDOWN AND LOCATED IIDU 11OLDOWN TIIREADED POD T TO 5"DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON (PER PLAN) (7)101 NAILS MANUFACTURERS SPECIFICATIONS. (EACH END) nil M�� MIN.REBAR A DSP(PEP GSN) +�'� w/REHAR ++++ ++ +++++++ PROJECT ADDRESS: PARALLAM THREADED POD - 5"TO5" ;diI;;s=IEei!r�, TilNN ..� rose DISTANCE rl (MERFLAN) SEE ALTERNATE GNW C9UPLER Milk. 1.75 FOR ZX4WALL �� ; ROOF RAFTERS PER PLAN BARNSTABLE MA 2,7 "FOR ZXGWALL i y- "?/e'PLATEWASXER A Ai4 REHNP* ° A SST,HOEDOWN ANCHOR ALTERNATE 5/LLPLAITE d PLACE SST('ARROW ON TOP i ATTACH OPPOSING RAFTERS BELOW ANGIIORHOLT 55THIlOLDOg/NANGIIOR OF ANCHOR'DIAGONAL IN i '*NOTE RIDGE BEAM OR RIDGE BOARD WITH (PEP 55N) •° CORNER APPLICATION I DRILL HOLE FOR THREADED ROD 2 x 4 COLLAR TIE AS SHOWN. RIDGE THROUGH PARALLAM AND ATTACH W/ STRAPS NOT REQUIRED WHEN SECTION VIEW PLAN VIEW NUT AND 3" 3'x1"PLATE WASHER USINGACOLLARTIE. ,� .- .. �.� 4.-.1 INTERIOR HOLD DOWN INTO �. PA. [, �a.. It HD HOLD DOWN AT INTERIOR BUILDING CORNER Hn BEAM IN FLOOR FRAMING STRUCTURAL RIDGE BEAM , �.KtNzrE.- 2X HLOGKIN6 BETWEEN RAPT-ER5 POOPSl1EATIIING (NOTCH POPVEN1ILATIONIFPEOUIPED) ENGINEERING ROOF SHE/PIING (REFER TOARG1IrEcruRAL 2X4 WALL 2X6 WALL CONSULTANTS EDGE NAILING PLANS FOR MORE DETNIL) / Np-,, mm.a / ROOF RAFTER • PER PLAN 6"O.C. 4'O.C. 6"O.C. 4'O.C. P.O. 808 1 87 9 S S T' ]� _� 44 UNDERPASS RD UNIT 2 EDGE NAILING i•I;;_.1 ++ + �h�+�� + + BREWSTER, MA 02631 �'�_i ++ ++ �i + + (774) 353-2144 1I _ __ -- — [� „ 6,6 DP.POST _ �i DOUBLE 2X TOP PLATE /TOLD PLAN ++ ++ ttOLD DOWNROOF RA PrER PER PLAIN(REPEPTO (PEP PLAN) g S (PEP PLAN) ARG11/TEGTC/RALPLANS FOR PAPTER `�� l��',I PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW DIMEN5ION9 AND E.'VE DETAILING) -SE1'T 1' ' 1CCiVIL . DOUBLE ZX TOP PLATE TSP(INSTALL PRIOR TO NOTES NOTES PLYWOOD SIIEATl1/NG) 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS HEAIOP HEADER 2X STUDS NOTE NOT REQUIRED IF H2A OF 16d(0.162"x 3.51 NAILS AT 6'O.C.FOR 2ND STORY SHEARWALLS. OF 18d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. `:'as ST Y, , • CIF 511OWNONPLANS) IS USED AT VERY-RAFTER "'+:_,.:: % /12.5A 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS /7/;"4 r'"' SECTION VIEW CINSTN-L PPIOPTO BLOCKING ELEVATION VIEW OF 16d(0.162"x 3.51 NAILS AT 4"O.C.STAGGERED FOR 1ST STORY . OF 16d(0.162"x 3.5')NAILS AT 4"0.C.STAGGERED FOR 1ST STORY / AND PLYWOOD SIIEATIIIWS) SHEARWALLS. SHEARWALLS. ALTERNATE:H2A / . •� JOB#: 19-166 SHEET 1 � � RAFTER TO TOP PLATE ��FJ BUILT-UP CORNER AT END OF SHEARWALL SAE°6_1 oNE19 G1. 1 RIMBOARD CONSTRUCTION NOTES: N ' ' I RIMBOARD SHEATHING 1)WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE Cl) Li i ,-DOUBLE TOP PLATE FILLER ATTACHED TO CONCRETE FOUNDATION WITH(4)t"THREADED RODS v1 r , p (2)2 x 12 HEADER OR ECIFIED .•{.. WITH SIMPSON SET EPDXY WITH 10°MIN.EMBEDMENT. 1-4 V (IF REQU D) i 1 L.REFER TO PLAN FOR SPECI HEADER REQUIREMENTS) a 2)CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO H '14 ` . CONSTRUCTION. 4 LST STRAP(INSIDE F OF WALL) LSTA24 STRAP W it HEADER ••(2)2x6 (INSIDE FACE E"( Q OF WALL) - FASTEN TOP PLA• TO HEADER WITH HEADER TO W \ (2)ROWS OF 16d 5 8, 'NAILS AT 3.O.C. (2)-2x6 A FASTEN SHEATHING TO• ADER WITH 8d COMMON w OR GALVANIZED BOX NAILS • 3"GRID PATTERN AS KNIFE CUT HSS TUBES SHOWN AND 3"O.C.IN ALL FRA'. (STUDS, '. AND WELD PLATE KNIFE CUT HSE BLOCKING AND SILLS)TYP. BOTH SIDES. -TUBES AND WELD I L Y I I» FABRICATOR TO _ PLATE BOTHOC �(2}2x6 FOR A PA _ •F \-2 ' PROVIDE DETAIL SIDES. FABRICATOR TO ' NEEDED ANEL EDGE- Z. FRAMING PROVIDE DETAIL 13/32'STRUCTURAL SHA : BLOCKED,AND Z. n E M *t • PANEL SHEATHING •,o R WITHIN 24"OF : rt W „ 'ID-HEIGHT OF WALL. ft ft HSS POST AS HSS POST AS SPECIFIED U •• W " BLOCKING SHALL BE L« SPECIFIED CC tl MIN.2"x2°x3/6" NAILED WITH STHD14 HOEDOWN BASE PLATE AS SPECIFIED (� PLATE WASH (3)16d SINKERS BASE PLATE AS al h SPECIFIED �.. 0 0 o STH" HOEDOWN u n '- (Y 41 .p 8 Cl)VI al % DIA ANCHOR BOLT O. .. s (7"MIN.EMBEDMENT) �' NO. REVISION/ISSUE DATE SIDE ELEVATION 4-• APA PORTAL WALL "•1 STEEL MOMENT FRAME EXTERIOR WALLS PROJECT ADDRESS: " (NOT TO SCALE, FOR EXAMPLE ONLYI SUBBERVIATE TO TT-100F) IMF_ (NOT TO SCALE, FOR EXAMPLE ONLYI) 77 SUNSET LN OPTION #1 BARNSTABLE,MA HEADER SIZE ® ® © ® ® /� J'''' ''.js' reAgrF�L.1,0"TO4'� (1)LSTA9 (1)Sw (') // //� / neamnNcnoR PER KING STRUCTURAL BOLTS h5 PCR FLMJ5 . (1)SSP NAILS P ATZT 1/` L.WA*TO 8'-0• (2)LSTA9 (2)SPI PER KING (1) ACH END OF eSTRAP SHEATHING TO O O © PER EACH KIND STUD- MATCH ELSWHERE L=8'-1•TO.B'-0• (2)LSTA12 (2)SPI (1)SEP NAIL DOUBLE ROW PER KING (SEE NOTE YT OF 8d NAILS AT 3•o.e. ,� HEADER(PER PLAN) / .d II^�I 4 TOP AND BOTTOM OF ��//�/%/?%/7/ri��N' I I 4 -. .11 L=@-1`TO 10'-0` (2)LSTA 15 (2)SPHB (') PANEL INTO DOUBLE PERKING SEE N07E8 TOP PLATE AND ^ ^/ O O, rµtyt t', Le 10'-1"TO 18'-0` (2)512122 (2)SPHB (')SSP HEADER r I111 /2i 1 . M l:1�LZ if PER KING ��EEE��"' RamrAs PM'FS ENGINEERING Ei OPTION #2 i■ U5DI9CDGCDISTAMCCPROM CONSULTANTS �5-^11 5IDC5 OF F4fiC5(MIN)AVO 223"FROM Met OF CONGPCTC(MINI m"""'"'-�"l environmental HEADER SIZE ® ® © ® ® DOW/DOOR o enBeoro>6^(MIN)[MBCDMCNf OPENINGU5C5CTCON5TrUCTION CFOAY P.O. BOX 1879 (t)-care (1)SSP "44 UNDERPASS RD UNIT 2 L=1'-0`TO4-0" wi(e)ad PERKING • G • • 4 BREWSTER, MA 02631 EACH Bro STRUCTURAL L OO T5-ease PLYWOOD Q. (774) 353-2144 (1)SSP (1)CS 16-(6)ea NML9 0 (•) SHEATHING TO a EACH END PER KING EACH END OF STRAP 5 51 ❑ ._ea 1e SEE NOTE (1)SSP PER EACH KING STUD NAIL ROW • Q d 4 O O L=6'4"TO B-0' 1w(e)ed .X PER KING (SEE NOTE'4') Sd NAILS AT Toe.EACH END OO . • p)-ee to SSP TOP AND BOTTOM OF _ A5 . L.PA'TO 1V� wi(e)ed - (') �' 8 PANEL INTO DOUBLE EACH END PER KING SEE NOTE B TOP PLATE AND L=1F-1•TO18'-0` 55 s12122 (1)SSP HEADER Q � PER KING . maxolzat TAG) tiNOTEB: - Q . No.9 1.HEADERS 4'-"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. - - .'O/BT 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO2XFRAMING MEMBERS. ry},, } 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS OATH(2)-180 NAILS PER B`O.C.(CUP FOR JACK STUD TO SOLE PLATE ,�/ i� �!?.-";,�.' i CONNECTION NOT REQUIRED) lL V w SECTION VIEW PLAN VIEW / 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN ISADJACENT TO OPENING. , 5.DETAIL FOR 1MNDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 6.IF WALL SITS ON FOUNDATION WITH NO RIM JOIST.USE SSP CONNECTORS PER KING STUD ATTACHED TO BOTH PLATES. JOB$t .19-166 SHEET Y FRAMING AT WINDOW AND DOOR OPENINGS 4 MOMENT FRAMER BASE PLATES SA E06-1N80220019 G1 .2 1 I 1 1 I z cc)• E 28'-0" 18'-0" 0 C Y� ' 8'-1 13'-11" 3'-7y" 2'-3 4J— 1 J = 1--1 ILI IY Zg � INNg w uj ;111 w z I— I .III ■ W. w ~ "' °C I 1 'II 1 11%•TJI 360s FLOOR JOISTS,16.00 a Z N. CO ' lb TITLE: ` Il POST UP 1ST FLR 1 . II POSTSDOWN k. FRAMING 11 I "II, PLAN _I �_ ii� I 1 y ` - — , ' 6X6 PSL III III ■• ' "• 11 r , _ 1 s POST UP -.._ ....— •• � U i�— u Jk III �,�C 61 I.■ I IVAC CHASE I Il O 0 c fyf L V �,�_ III a IIII III I_I m d N �.P 4 III I "' Q m L'II, p 11'•TJI 360s 9 FLOOR a b E en ,a 11 FLOOR JOISTS,16'OC 6 111- III_Ii 'III > III'.. III ' _P1. l1ii1__I II Fill ,III W IIL II In! �I MILMI-� III pill: ::.1111111 lu �111 - u P. v_1�11■�11in --I - II TOILET LOTION ++ s�II�� ' I (FIRST FIR - z z , III*- _ ' m III III 11 it" 360 FLOOR JOISTS,16"(7C K III I III I L 0_ (FRAMED FLUSH 'i /FLR FRAME) ••11 III 9'-7Yz•PLU = 3 i • �g III I POST ',a ' E 1! DOWN w•" 3 — . BEARING WALL I TOILET LOCATION ,�' ,'i BEAM 11: • V •:ONE 'I (FIRST FLR III ! (FLUSH W/FLR FRAME) 1 y III I(3)1 x11 LVLsBEAN I1 . C 1;POSTUP d I2`° I nF I4L — — — . II 1 I 41) r In 11M11111---- ■ j NOTES CC ` r=— I -- =11. •, 1 c•:W 11%e"TJI 360 a 1. DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS 2--_ All x ; FLOOR JOISTS,16'OC 1 AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS, Date: ii ci o• ,o'conic.SC NATURE.. 1_ _ 1 r•- 1 UNLESS OTHERWISE NOTED. w.. O 24"CONCRETE ET, F BI IFoo Ro'1'oM I 1 ..Il �_ — 2. CONTACT ARCHITECT IF THERE ARE ANY OKH: 04.23.2019 ZRICING S: 05.10.2019 a r- •d•8`BE L ON GRAbE- -- -- PRICING 07.08.2019 1°m 'fYl'OF],F'R�VIDff W 3 —•- DISCREPANCIES IN THE DRAWINGS. N° SI IPs•v AB J POST °° 3.ALL NAILING AND CONNECTIONS SHALL BE IN PERMIT: 08.28.2019 R i ES POR F 1' ( REVISIONS: 09.13.2019 ,_I 6X•COL ABCYVE _ LIi1!1 ACCORDANCE_WITH WFCM GUIDE TO WOOD FRAME CONSTRUCTION SET: Il_ — — — PosruP �� (3>3 �y(� €�S a zx8:' CONSTRUCTION IN110 MPH ZONE. 10.04.2019 e'-s� r-0 zo'o 10'-0 SEE ATTACHED CHECKLIST FOR SPECIFIC REQUIREMENTS. I411112 I 4.ALL HEADERS @ FIRST FLR TO BE(3)2X8s, ALL HDRS @ SECOND FLR TO BE(3)2X6S, UNLESS OTHERWISE NOTED 1 FIRST FLOOR FRAMING PLAN A B 5. XK,XJ =#OF KING AND JACK STUDS @ OPENING. S 1 ■ USE 2K, 1J UNLESS NOTED OTHERWISE. / 8'-0"RF FRAME 20'-0"FLR/RF FRAMING / 12'-0"FLR FRAMING 1, 6'-0"RF FRAME / SEE FLANS FOR WIND LOADING- HEADER/POST SYSTEM AT MOMENT FRAME SEE DETAIL 2 FOR "KINKED"BEAM I CO / -r- \,. 16'-10' �l��'5. - -\\ / O i// Ce \�� 7, / /./i a 6'41<7 /' f 1/,,/ / rw C O /i 7//1'r } r0 \ �''/��i: / o; // / 1/ / /� / ' et /I Ir _ 1-1 w w a / / / / / w Z o '11/////// N'f// ;(3)1 �X 7/8..L/ :.'/////.i.., ////. i°X g \ ce w 0 W I//,/// r�////'7 . ( � H GERHGUs5.5/,2 Q 7 SECOND FLOOR FRAMING PLAN Z z Lu m LL Y i //%/ice///# 1/4"=1.-0" 0 LLI tn m 0 L 4 I . /.// ////�i 1,%"TJI 360 FLOOR JOISTS,16"OC (ter • I._. Cl) ce II / / f/' r I w 1� SEE PLANS FOR Z I. CO dj////r /r//.,^'/r SYISTDEMATING- HEADER/POST TITLE: / r' / // /,/' / MOMENT FRAME 13 /�•/r POST UP 2ND FLR ; POST UP FRAMING \ \ 1 !DOWN ' UI • ..._.1 r -= i.,_- _�! 1 //�_ {{{�� FIELD WELD { �{�j �.�' yI fl///..�`/ ///' 1i PLAN T-,4- III //jr/.,,.,.vi/,' l/ //1 B/F//G/.'S1/1�:lTi:�.;.k/g/. :////.//.r.. 1:11, ,%6W10X88;, U39�' /d'�7jj 6.: :X 4 i" -II /,'../////%•.ill Q ,pi `1 �` xf y//' II r�f / / I N m II II 1_ // a E AC CHASE w jl 1 1 Ili` O it g III' N ///�// /IIII op u C o ® w z o 6 1—M. fE // /,,,,�/,,,,,,,„/ICI BEAM SCHEDULE: co 0 x c4 z 2_� 1�1 5 \ u�l '//// // / BEAM 1: (2)1 i"X 11 i"EVES CD N a ei IllI, • w 11/"TJI 360 FLOOR JOISTS,16'OC col ;, /////�/ BEAM 2: W10X30 STEEL'KINKED BEAM' ion L a "Ii a� co �� x y 2X4/0 �PjED"/' x BEAM 3: (3)1 Y"X 11 it"LVLs W/(2)X"X 11" H Q LL �� n� 1 f/nnr HERS 8`,AC/ STEEL PLATE F E M (9 "-I f ,0 r r •, BEAM 4: W10X88 FLUSH `^o. • 11%"TJI 360 FLOOR JOISTS,16"OC = y U U\� M� POST DOWN E —I/,.r,./`/i \ LL BEAM 5: (3)1}'X 11�"LVLs pip y,l 'Qoo 0 g 15'-8Y" 3 __ 10-0" 14'-3%" >� I/. / ',/ w rn - -, 1 -TAIR OPENING:C OF BEAM - _ +//i///:,/ /i�.' LL N � TO CL OF BEARING W• >,. POST DN ' �I f N - 11 it"TJI FLOOR xl / O V C x (2)1 Y4"LVLs JOISTS 16"OC 1 Z4 / a. d a /////Tom'PLUMBING TOILET / �''r/% II • 4 / -- LOCATIONQa _- ••� /// // "IF, g OILET LOCATION _- - C_ ECOND FLR 21 ',8`,-1 PLUMBISG/ 1tl 10.4) , (aZ SECOND FLR 137 m—1111 ,� _._ r � 112,11 a •OST UP m NM E /DOWN (?LL i...X 1115"LVLs_��7ss.� mi II- --- - - /_ • a� /RA ,EERS.16"4 �� 1// �' • E i s I //✓i/ //// r IS/ Z3 I _,//2X 0 SL PED/�1 .- Q nu i,/,, // - - // ` ' E „,iRu RAFTERS/16".00 .011, `4 0 ,} ,,/8,7'PLUMBING'// TOILET LOCATION I / I Q -�` V 0 r f ;// / / r C SECOND FLR r E V //,,// POST DOWN /,' r / r / //= / -/// ///'`r` /,//,/ 11 ;// = I '/ / 1 /, /i/'/ // / // 10X30 STEEL BEAM/ -/./ //II,./. /r / r/.///// // ,,1/ / 1/�/ //7 ',�/ / / / /\"/////4/// `&�J_ 3 f•, // /// /'/ ' / / /4 / // 42 / 1'/,/'//e `//////'' d .ir a _ •_ ./ / // •r il/ "/V 'r.'/ '//';// / /i _ ANGLE CUT B /i ,-j //,''. Ill! ',/gt7,./ ./ ,,// / / /� /! 'i • /.� - cc WELD TOGETHER 4 I ' m •//�/` III / r�O4 ua//r / ./ / / /,'// / // R m ‘Y.I // .-/` / ,� 4 /; r/1 i //Ff�/// r.f'.r �! LE" /, / 9 TO FORM KINK �� .27.,, +� /, /,/ , / ,/ /" ,r //./ / �/'„. / 0/�/e = :te :IyAlq) - , ,,,,,,,,/,, 4 ,,, ,,, ,,,,,.;/:- // /: , // -- \ _ _ _ _ : 04.23.2019 O, \ �'---�.-'_'-.�-_-----� � _.�- . ',,,IIE�--fir. /, POST UP/DOWN ZBA/CONS: 05.10.2019 PRICING 07.08.2019 2 PERMIT: 08.28.2019 REVISIONS:1/4 A3.1 "KINKED" CONSTRUCTION SET;13.2019 DETAIL AT BEAM 10.04.2019 8'-0" / 20'-0" / 8'-0" / 4'-0" 6'-0"RF 1/2"=1-0' NOTES 0 1. DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS, UNLESS OTHERWISE NOTED. 2.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. 3.ALL NAILING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH WFCM GUIDE TO WOOD FRAME CONSTRUCTION IN11O MPH ZONE. SEE ATTACHED CHECKLIST FOR SPECIFIC REQUIREMENTS. 1 2 4.ALL HEADERS @ FIRST FLR TO BE(3)2X8s,ALL HDRS @ SECOND FLR TO BE(3)2X6S, UNLESS OTHERWISE NOTED 5. XK,XJ =#OF KING AND JACK STUDS @ OPENING. USE 2K, 1J UNLESS NOTED OTHERWISE. I I 3 I I • 11 u I---� BUILD BOX AT BASE '® - - - I ■■ 1 CONTINUOUS CS1R6N Z CO STRAP AROUND O Ce I . 10'-0" 10'-0" 12'-0"/ ■■ PERIMETER TO HANG VALLEYS TO CUPOLA WALLS, F OF ��// w' w CQ ,. a R a I LL Z \ I - - I i4Ir4RIDGE::MPSON ...I2X,2RIDGEBOARD D Z Z L m Q. - O - i a,I` w Q �� --- 2x12 RIDGE BOARD 0 LU Z � w � c D: [, 11--_— BEYOND,HUNG OFF CENTERLINE OF = 2x10 SLOPED RAFTERS,24"OC e = CENTERLINE OF I ■ii ■■ CUPOLA WALL Li RAFTER TIE \ _ w RAFTER TIE W (2)2X10s W/4X10WOOD COLLAR TIES I Z N. m 2.0• 4'-0" _ — 2', $'-0" L 2'-0'/ IL 1210 HED DORME' 12: 0 SHED DORMER 1 12:10 �'1 ,n <?ice TITLE: ROOF /—POST DN R r■F� ROOF 1Q�\' `ao ,O \ €. POST DN s a . �,,.�Q 1 II - \ ry,�0 L`,y J1�--11 I► ROOF , Ca ,• I Ca FRAMING W ,� - W ® CUPOLA DETAIL 4 % �9c. I; •%I a' o o ,/2" -0" PLAN _ o a �' �' 9 O BEAM AT ( `� Le �,,. N i. N ® O i DORMER E€r �- I Ill (2)2X10BEA TD0MER 41.. lily u ti \ 2X12 1 DGE=OARD t OPEN TO I- I 2 12 RIC"=BOAF D \ a) N n al CUPOLA t t I I a .-or, r 1 ABOVE i■ \ O LL((' _ IL I ,n ac0 u I.,� ii.l I I I I )'. q \ O Q t('' ■�I�■ M I NII II 1 rt d LL ^ 2 8 L f 18 1 ,,_A! I- 0 Q I r < ' 4X10"W/(3)s"0 BOLTS U L E ®_ �� III IIv �//,� ._.. ..' '_ . 2X 0 ON EACH SIDE •� 1 r`/I 1 y 1 '� /// e.0 POST DN �i .... M �d � . Irp a , , IIIJJ! OST D .I K , •• ■ :a i ■� �w.�.�_ I�3;�,1 \ Z fi TOP PLAT o 0 g III / 2)2X10s W/4X10 WOOD COL R TIE 4 a �. ...,. „ g HDR@TOPPLATE I COLLAR TIE DETAIL , b 1 OIII"--' / ,,...�.... ,.m.� z a 9 ® 1 v2" r-0• . .aCU e III I— fO r � E3 „, v I n - 5o : 5 ._ ._. \ I eV `i I ++ e _1 d i 8'-0" 10'-0" 10.-0" 12'-0" / 1 i -_ bS;A I `12) -IS STRAPS -- i2 (2)2x6 TOP'R,ATE ,. :::111 • Date: ' '' ' Il 0 - - — - - - - - OKH: PRI 04..0823..20192019 ® 1 ZBNCICONNG 07S: 05.10.2019 I PERMIT: 08.28.2019 REVISIONS:. 09.13.2019 CONSTRUCTION SET: ® ROOF FRAMING PLAN 10.04.2019 1/4•=1•-0" O HEADER © TOP PLATE DETAIL NOTES 0 1__1.-0_ 1. DIMENSIONS ARE TO CENTERLINE OF INTERIOR WALLS AND OUTSIDE FACE OF STUD OF EXTERIOR WALLS, UNLESS OTHERWISE NOTED. 2.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. 3.ALL NAILING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH WFCM GUIDE TO WOOD FRAME CONSTRUCTION IN110 MPH ZONE. SEE ATTACHED CHECKLIST FOR SPECIFIC REQUIREMENTS.4.ALL HEADERS @ FIRST FLR TO BE(3)2X8s,ALL HDRS @ SECOND FLR TO BE(3)2X6S, UNLESS OTHERWISE NOTED S 1 . 3 5. XK,XJ=#OF KING AND JACK STUDS @ OPENING. USE 2K, 1J UNLESS NOTED OTHERWISE. C LIGHTING SCHEDULE - DRAFT RECESSED FIXTURES _ • I' ) R1 TYPICAL 4"RECESSED CAN - _ _ � } •:.) R2 WET LISTED 4"RECESSED CAN _ — -1 0 c .) R3 4"RECESSED CAN LOCATED ON SLOPE CEILINGS I- Y .) R4 WET LISTED EXTERIOR RECESSED CAN U J W Lu Q EXTERIOR LIGHTS Ce Z E 1-O A WALL SCONCE I—,,, I— ▪ B GOOSENECK WALL SCONCE P I Z Z 0 Lu N H CO C MOTION LIGHT U J Z t INTERIOR LIGHTS 14 T H ce HO D BATHROOM WALL SCONCE LLI Q * E PENDANT @ LIVING ROOM Z Y n m . * F PENDANTS @ KITCHEN COUNTER �� TITLE: • G PENDANTS KITCHEN GABLE * H PENDANT @ DINING ROOM TABLE 1...,, FOUNDATION I NOT USED TiI SUMPELECTRICAL J PENDANT @MASTER BATH LT i , TO LIGHTS& PLAN • K PENDANT @ STAIRCASE ,s T SWITCH AT TOP OF la ® L TRACK LIGHTING @ KITCHEN BEAMS STAIR I a • M BDRM PENDANT . _" I $ O N UTILITY TASK LIGHT .. T O NOT USED '$ HVAC I O o P UNDERCABINET LIGHTING FO Q KITCHEN SINK WALL SCONCE ,Q. m o '- * R 2ND FLR PENDANTS 1 °a CU L O r:3..11,:,,,_ = S CLST HINGE LIGHT&SWITCH �p ,;, a o T FLUORESCENT LIGHT LT I W F 'O U WALL SCONCE ~ E cis'_.o C - ( O w WI C Qp J n x -� C' N tW / T co SWITCH AND OUTLET KEY i UL E z:16 GFI OUTLET _e a___ Na) �5 EXTERIOR WATERPROOF OUTLETS I ' a $ TYPICAL SWITCH II I II "°' t3 MULTIWAY SWITCH -I T u I Z KE CABLE OUTLET I I I i° yK PM GARAGE DOOR OPENER p, V I I I a I €r. II MINI SPLIT HEAT PUMP I I I I — I I _ _ _ L. y I I-1.-, _ — II i - I d 1i 13 r 60\1./ `�1 1 LI p J Date: le ®1 BASEMENT ELEC. PLAN OKH: 04.23.2019 05.10.2019 ELECTRICAL NOTES: E1.0 1/4°=V-0' PRICING 07.08.2019 1.DIMENSIONS ARE TO CENTERLINE OF FIXTURES,UNLESS OTHERWISE NOTED. PERMIT: 08.28.2019 2.HEIGHTS ARE GIVEN ABOVE FINISH FLOOR(AFF) REVISIONS: 09.13.2019CONSTRUCTION SET: 3.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. 10.04.2019 4. ALL LIGHTBULBS PROVIDED BY THE HERS RATERS-INCLUDING RECESSED CAN TRIM KITS WITH LED BULBS 5. ALL SWITCHES TO BE DIMMABLE,EXCEPT @ CLOSETS,LAUNDRY,GARAGE,AND BATHROOMS 6. PROVIDE SMOKE DETECORS AND CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE 7. ELECTRICIAN TO CONFIRM ALL QUANTITIES PRIOR TO ORDERING 8. VERIFY AN SYSTEM W/OWNERS PRIOR TO INSTALL 4 . 0 9. VERIFY BATHROOM FANNENTING DETAILS W/BUILDER AND.ARCHITECT PRIOR TO INSTALL 10.PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE,UNLESS OTHERWISE NOTED E- • LIGHTING SCHEDULE - DRAFT RECESSED FIXTURES 4 •) R1 TYPICAL 4"RECESSED CAN R2 WET LISTED 4"RECESSED CAN i AREA OF SLOPED CLG f R3 4"RECESSED CAN LOCATED ON SLOPE CEILINGS Z 03 !•, R4 WET LISTED EXTERIOR RECESSED CAN 1 /", Q Ce Y EXTERIOR LIGHTS r� ,�� ` U �O A WALL SCONCE B GOOSENECK WALL SCONCE 0 _, CC z Z Z Z u) g Lu C MOTION LIGHT 0 . Z 03 Z r----FOT"`�-� < Z0 LLJ Q INTERIOR LIGHTS n rbUTLET 3 "r s-4• / Z ISeL1 1 j AREA OF SLOPED CLG 0 J Z rn- 'O D BATHROOM WALL SCONCE W "'��MFF��tt / = Z E PENDANT @KITCHEN SINK _, W I- * F PENDANT @ DINING TABLE o Z Q * G PENDANT @ STAIRS W F ED FLR ns * H PENDANT @ CUPOLA a OUTLET TITLE: I NOT USED -�-J CEILING FANS Ai + 1 , ''' FIRST FLR -1 ELECTRICAL K NOT USED ® L NOT USED ' \ , ,— Ira• PLAN • M NOT USED _L , o N NOT USED ----, 0 NOT USED / -----1 o P LED UNDERCABINET LIGHTING L ow 1 1 r'L---T-, 1 - i E ,O Q NOT USED ' , ; �I� ■ 8 * R NOT USED r--- ? 1 1 ire EN /� 0� ® °D °= S LED CLST HINGE LIGHT&SWITCH I I �, ' T LED UTILITY LIGHT `t 1 1 I '® - °�' `�" n`' Scc,. L 'O U WALL SCONCE t 1� "' - 1 n `, /� It , cis■Ou ' \ SWITCHED c f n A i II ', ) OF STAIR OUTS M r 1 zi 0 '''' SWITCH AND OUTLET KEY :"y; I TO LIGHT ' ' I �6 GFI OUTLET C f , U -- ,I s swTCH y ii `„ , �� ' U L 44 EXTERIOR WATERPROOF OUTLETS 1 II \ O t TYPICAL SWITCH r...z.ex .1.-1L ..._1 i I •�N $3 MULTIWAY SWITCH ; 1 - � - R1 • ^� 4 Kg CABLE OUTLET --1 `_n E Z ® GARAGE DOOR OPENER L_T _ 1 : '— iii ; ----.....0 — 0. '_ r _ 1.-riz ,.z __; 0 il.., ., i. 0 e MICRO 7Mi �rq it6 j - _ PANASONIC WHISPER CEILING FAN c `,-- a'A^, 1 , .�:_1 •.•.1 (NO LIGHT)FOR SPOT VENTILATION,WIRE FAN TO L V E, HUMIDSTAT,VERIFY WITH ARCH. ;t- t f ER PRIOR TO INSTALL CO;d gI � I �i� 11 I •I' 7.-6* Q --/ ""Ft'1 Ths11 PANASONIC WHISPER CEILING FAN • 0 6�C_ 2 I l'" ,._ i (NO I I T)FOR SPOT VENTILATION Date: '�F" Fi22LLL KH: 04.23.2019 w WITH OBA/CONS: 05.10.2019 DOOR PRICING 07.08.2019 • ELECTRICAL NOTES: 9 ❑ ¶ I 1� PERMIT: 08.283019 1.DIMENSIONS ARE TO CENTERLINE OF FIXTURES,UNLESS OTHERWISE NOTED. REVISIONS: 09.13.2019 2.HEIGHTS ARE GIVEN ABOVE FINISH FLOOR(AFF) CONSTRUCTION SET: 3.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. 10.04.2019 4. ALL LIGHTBULBS PROVIDED BY THE HERS RATERS-INCLUDING RECESSED CAN TRIM KITS WITH LED BULBS 5. ALL SWITCHES TO BE DIMMABLE,EXCEPT @ CLOSETS,LAUNDRY,GARAGE,AND BATHROOMS 6. PROVIDE SMOKE DETECORS AND CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE 7. ELECTRICIAN TO CONFIRM ALL QUANTITIES PRIOR TO ORDERING 1 FIRST FLR ELEC. PLAN 8. VERIFY A/V SYSTEM W/OWNERS PRIOR TO INSTALL 9. VERIFY BATHROOM FANNENTING DETAILS W/BUILDER AND ARCHITECT PRIOR TO INSTALL E1,1 1/4•=1.-0- 10.PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE,UNLESS OTHERWISE NOTED E- 1 ■ 1 • . i 1 I �' = O � /EXPOSED F. Y N. U cc w w CCQ IiX OLLAkTIE Z J LLJ U O w w H- U _1 z = Z 1 �I} V I I � V �� w ' ,1IJ3I i BEDROOM �I 1@ I AIIV 18�1 Z ]C N. m r�1�'f 12 �� I� '�� ' TITLE: t �, SECOND FLR — — 1 ELECTRICAL - 11 7,t'TJI FLOOR JOISTS -- PLAN I E Iii IB_91 III J = u I i I I I ,. 1 I I IiI c c I I I F-- --r — --'I II I I III _ ^+L E- ——— `-' �I r '1 i I I'�� I N 4,va I1� '_ y I I 1I - _ —_ _ � I F [ I L Si00CHED A urLEr II � c^ r 1n Q ✓ 1s„ ' 1 t � Z � 1 .` IY L TNIG I I � F cco Fos. � - I U �� - i Ca1 ' I I I [ , I I • Ni I I ,HE yZgI �1 � 1 1 _1 1I1 I K \ LI ae I 1 I HINGE 1 1 • E �_ 1 1 Z P cwlrLl du swrcH L I I g` o I I fi I — --- —� — Oyrr \-- c®L T I V I �I�\LLJJ LIGHT I j, Lo u il O SECTION FOR CEILING HEIGHTS I ItJ - I I a c= I 1/2•=1'-0• ; a1 IV 11' � - _ TO FIXTURE AND t SWITCH AT BOTTOM \ PANASONIC WHISPER N 1 OF THE STAIR QUIET CEILING FAN cc - WIRED TO HUMIDSTAT, a r�, - VERIFY EXACT SPEC.W/ a, &Si.- ARCHITECT PRIOR TO INSTALL I9——=11l 18 II PROVIDE Date: . TIMER 8 LIGHT PANASONIC WHISPER SENSOR AT QUIET CEILING FAN PENDANT IN OKH: 04.23.2019 WIRED TO HUMIDSTAT, CUPOLA ZBA/CONS: 05.10.2019 ELECTRICAL NOTES: VERIFY EXACT SPEC.WI ARCHITECT PRIOR TO INSTALL PRICING 07.08.2019 1.DIMENSIONS ARE TO CENTERLINE OF FIXTURES,UNLESS OTHERWISE NOTED. PERMIT: 08.28.2019 2.HEIGHTS ARE GIVEN ABOVE FINISH FLOOR(AFF) REVISIONS: 09.13.2019 3.CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES IN THE DRAWINGS. CONSTRUCTION SET: 4. ALL LIGHTBULBS PROVIDED BY THE HERS RATERS-INCLUDING RECESSED CAN TRIM KITS 10.04.2019 WITH LED BULBS 5. ALL SWITCHES TO BE DIMMABLE,EXCEPT @ CLOSETS,LAUNDRY,GARAGE,AND BATHROOMS 6. PROVIDE SMOKE DETECORS AND CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE 7. ELECTRICIAN TO CONFIRM ALL QUANTITIES PRIOR TO ORDERING 411) SECOND FLR ELEC. PLAN 8. VERIFY AN SYSTEM W/OWNERS PRIOR TO INSTALL 1/41=11 " E- 1 ■2 9. VERIFY BATHROOM FANNENTING DETAILS W/BUILDER AND ARCHITECT PRIOR TO INSTALL 10.PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE,UNLESS OTHERWISE NOTED B M..D NG °EpT. ocA Vs 7-0 1OwN OF BAOSTAB`E