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HomeMy WebLinkAbout0395 CAP'N LIJAH'S ROAD 12Va� 1 , y _ . F C' R p F , y i _ ° • x t e j , U ' rt � �✓� tot-) rL j June 8, 2021 Spoke to a woman from 395 Cap'n Lijah's Rd, Centerville. She was transferred to me by Diana in Health concerning a request to establish a retail & wholesale bakery from her home. She is located in the.RC. I referred her to Maggie for Site Plan Review and then on to the ZBA. Retail and wholesale sales are not an allowed use as of right in the RC. The BC will make the determination about the nature of relief the applicant will need and refer the applicant as necessary. RA i �r - DEC 2018 S lAgL i RFT. FRAMED �o DWELL. 4.� N �/p ,o). a Qm LOT 4 j 2.00 AcfF 130 01' 1 FOUNDATION PLOT PLAN 18 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 395 CAP'N LIJAH'S ROAD, CENTERVILLE SCALE : 1 60' DATE 12-10-18 PREPARED FOR. REFERENCE MAP 194 PARCEL 26-6 AND NTO. DB 20228 PG 20 .. (N OF MASS9c I HEREBY CERTIFY THAT THE STRUCTURE o`' DANIEL do SHOWN ON THIS PLAN IS LOCATED ON THE . s� GROUND AS SHOWN HEREON. o A. off 508-362-4541 U OJALA I •fox 508-362-9880 No.40980„ downcape.com down cape eadineerind,inc. ` °'��s °�o� civil engineers -�Q �SUR ti� �N, land surveyors Z I v 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR °FI"ETA Town of Barnstable mpBuilding Department-000 Main Street• s�xxsrwar.E. 9$ATE% MA'S s Hyannis, 2601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-905 CO Issue Date: 5/31/2019 Parcel.ID: 194-026-006 Zoning Classification: RC . Location: 395 CAP'N LIJAH'S ROAD; CENTERVILLE, Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: Permit Type:_ Residential - Land . Type of Construction: Design Occupant Load: 0 Comments: Five bedroom single family home 2 car.garage 2 Building Official .Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition VIM Town of Barnstable U l d II i n .. Post,This Card SoThatit-is V�sd%IeFrom,the StreetA rovetl<Plans,Must be Retained onJobandthisLardrMustbeKe t �exiv�ewea?a, • Posted Until Final Inspection-;Has,BeenrMade �;, „. r ,R Wherea,Certificate:of>O u anc: isRe`aired.xsuch:BuittlmEshalL,Not be,:Occu ieduntiha-F�nat;Ins ection hasbeen�made Permit Permit NO. B-18-905 Applicant Name: DSBB REALTY DEVELOPMENT LLC Approvals Date Issued: 05/31/2018 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 11/30/2018 Foundation' ►h Residential Map/Lot 194 026 006 Zoning District: RC Sheathing: Location: 395 CAP'N LIJAH'S ROAD,CENTERVILLE . Contracto rName Framing: 1 zshelr 31 Owner on Record: DSBB REALTY DEVELOPMENT LLC Cont�actorLicense J r 1aw Address: 40 WELLESLEY CIRCLE 3� �� Est Pr¢oiect Cost: $250,000.00 HYANNIS, MA 02601 R' Chimney: Permit Fee: $ 1,400.00 Description: New House five bedroomsyFinished Basement $ 1;400.00 insulation: Fee Paid Date 5/31/20181<1 Final:0 Project Review Req: Single Family Home.Are above the garage cannot be rented, ,g must be used in common with the house Owners letter ink: file. - � � .. wl� Plumbing/Gas s Rough Plumbing: � .. . __ �. ,= "Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced within six months after issuance. Rough Gas: All work authorized b this permit shall conform to the a s y p approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures=shall be m compliance with the local zoning bylaw and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for po inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signaturesby h I the Buil ing andF ri a Officials areovided�on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: fr z E e 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Priorto 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: ntracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department c� �z Building plans are to be available on site Final: c All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT d ,, IKE � � -- Application Number.. ... * RIRNSM433T R : T R Fee ... .....................Other F ...................... 16+ss. 1�g' 4 ; ALE / ZQ ° A A Taal SPaid............. .. ....: x .. ......16P................... ............ TOWN OF BARNSTABLE Permit ,Eby.................................on..... ..j BUILDING PERMITS ... ....................ParceL.. APPLICATION Section 1—Owner's Information and Project Location Project Address 395 Cad r o� �e�nS � Village anv er v k 0e Owners Name Owners Legal Address JAO (Tel C C State `OVA IA Zip 02(11 o 1 Owners Cell# -J 0 g-3 b�l -3 yU S E-mail CkYlarea�G ce Cow) Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure�#nder.35,000 cubic feet, w co Single_/'Two Family Dwelling Section 3 -Type of Permit Cal ,New Congtruction � ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Co CL- � ❑ ❑ De o/((entire structWr ❑ Finish Basement ❑ Family/Amnesty Fire Alarm Repild G C ❑ Deck Apartment ❑ Sprinkler System El Addition ❑ Retaining wall ❑ Solar El Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 Work Description evi t 55 �o T Aet mxated:219/201 S Application Number.................................... Section 5—Detail Cost of Proposed Construction �, Square Footage of Project .0013 Age of Structure `. I1r J il Dig Safe Number # Of Bedrooms Existing N Total.#.Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method 0 MA Checklist ❑ WFCM Checklist [E(Design Section 6-Project Specifics [�Wiring ❑ Oil Tank Storage esmoke Detectors [�Plumbing [ `Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply K Public ❑ Private Sewage Disposal ❑ Municipal "8On Site Historic District ❑ Hyannis historic District ❑ Old Kings Highway Debris Disposal Facility: 5 d C I am using a crane ❑ Yes t No Section 7—Flood Zone Flood Zone,Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No - Section 8—Zoning Information Zoning District V'CC 9z5;de nk;A Proposed Use r,1 Lot Area Sq.Ft. a Y?c, Wi0% fa, %offer cacro�- Total Frontage .152.0 t Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required a 0 Proposed 59.S � Rear Yard Required 1 O Proposed 1(o3.1 Side Yard Required l G' Proposed a `� Has this property had relief from the Zoning Board in the past? ❑ Yes ED No Last lmdated 2J92018 Application Number... ...........................„ Section 9—Construction Supervisor Name Telephone Number Address City statep License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities,under the rules and regulations for Licensed Construction'Supervisor in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CUR and the Town of Barnstable.Attach a copy of your license. Signature Date Section.10—Home Improvement Contractor, Name Telephone Number Address City State ' Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CUR and the Town of Barnstable.Attach a copy of your H.LC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Telephone Number,5 07 -3 6 y_314 05 Cell or Work Number 4 pS I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CUR and the Town of Barnstable. Signature a,," Diete �t , APPLICANT SIGNATURE Signature �a �j � Date 3 "IQ S Print Name n&f ea L -Rn Telephone Number E-mail permit to:. r a a\ w - Cep T 11 innni 0 Section 12—Department Sign-Offs Health.Department © Zoning Board(if required) El Historic District 0 Site Plan Review(if required) El Fire Department ❑ Conservation For commercial world please take your plans directly to the fire department for approval Section 13—Owner's Authorization I, P,n C\t2a _ ��j , as Owner..of the-subject property hereby authorize '4 n d ree 1 to act on my behalf, in all matters relative to work authorized by this building permit application for: 3q5 �� Cen `yi ILQ_ 0�G3 (Address of job) of- ��� ignature of Owner Print Name Last mdatra:2/9018 I Hyannis May 17, 2018 To Whom It May Concern: The apartment over the garage at 395 Cap'n Lijah's Road in Centerville MA will be used as a guest suite. Please don't hesitate to call with questions and concerns. Sincerely, Andrea Pinto 508-364-3405 Co rn Affidavit of Substantial Financial Interest I,J'OAre�x of Y)6;5 on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map t9H ' Parcel a6-(o . The address of the property is 395 ay�)o L' I cL�'S R cl 2. 1 have A-Co % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within the last twelve months from today's date,which is n a 0 111�3 ,the following individuals or entities have had a 1%or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months,from today's date,which is , I have had a 1%or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted--Q_building permit applications for property in which I have a 1%or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1%or greater legal or equitable interest. 7. Within this month, I have submitted /0 building permit applications for property in which I have a 1%legal or equitable interest. n 8. Within this month, I have received V building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,thisoia day of tilo r3i , 2019 1 REScheck Software Version 4.6.2 Compliance Certificate Project New Construction Energy Code: 2015 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,745 ft2 Glazing Area 10% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 395 Cap'n Lijah's Rd. Andrea Pinto Centerville, MA 02632 40 Wellesley Cir. Hyannis,MA 02601 Compliance: 1.8%Better Than Code Maximum UA: 442 Your UA: 434 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,005 38.0 0.0 0.030 30 Ceiling 2:Cathedral Ceiling 1,328 38.0 0.0 0.027 36 Wall 1:Wood Frame, 16"D.C. 3,450 21.0 0.0 0.057 172 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 312 0.300 94 Door 1: Solid 40 0.270 11 Door 2:Glass 80 0.310 25 Wall 2:Wood Frame, 16"o.c. 450 15.0 0.0 0.077 35 Floor 1:All-Wood Jo ist/Truss:Over Unconditioned Space 500 30.0 0.0 0.033 17 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 530. 38.0 0.0 0.026 14 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 1 of 9 f r REScheck Software Version 4.6.2 EnInspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectkgp { 5 r `t x : x � Req iD°' P elpspection'I�PIan Reu�ew PIaWaluet eelValuetleo�mplres A Cflr�tmelAssumpt�ons .. 103.1, Construction and ❑ drawings " J � Complies 103.2 .documentation demonstrate r .❑Does Not [PR111 ;energy code compliance for the � � ❑Not Observable building envelope.Thermal ra :envelope represented on +❑Not Applicable : ;construction documents. 103.1, ;Construction drawings and f Ef ❑Complies 103.2, :documentation demonstrate s ❑Does Not 403.7 ;energy code compliance for y [PR311 :lighting and mechanical systems ❑Not Observable ;Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ' ti u ,'compliance with the IECC y !Commercial Provisions. � 302 1-9 Heating and cooling equipment is Heating: Heating: ❑Complies 403 7 k sized per ACCA Manual S based Btu/hr 3 Btu/hr ❑Does Not jPR21z ion loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr ❑Not Observable Btu/hr ❑Not Applicable japproved by the code official. PP �) 3 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3~i Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 ---- Data filename: Untitled.rck Page 2 of 9 y # Foundation inspection Complies? CommenYslAssumptlans t. yR :IOE e 3Q3 2 1 IA protective covering is installed to ❑Complies protect exposed exterior insulation ❑Does Not a - and extends a minimum of 6 in. below ; grade. r❑Not Observable -�9 ;❑Not Applicable 403.4 ,;;Snow-and ice-melting system controls;❑Complies IFO12]� �`3installed. ;❑Does Not t f 3 i bNot Observable ;❑Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) ; -2" Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 3 of 9 Section3 g � # Premix / pug.h In Ins ect�an Plans Ver�f�ed 'u F�eiti YerilF�etl� Com i�es7 CvmmentS ssurnptions � 9P ~Value '� Vatue ��" &i.ge IDi M,< . E ...� _ �X f �i: 402.1.1, ;Door U factor. U U ❑Complies tSee the able �Uv4 W Envelope Assemblies able for values. 402.3.4 ❑Does Not [FR1]1 ❑Not Observable A ❑Not Applicable 402.1.1, tGlazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, f L❑Not Observable 402.3.6, 402.5 ❑Not Applicable [FR2]1 303.1.3 U factors of fenestration products y x ❑Complies [FR4]1 are determined in accordance ❑Does Not ,with the NFRC test procedure or p ❑Not Observable taken from the default table. �Y !❑Not Applicable E _ 402.4.1.1 ;Air barrier and thermal barrier ` ❑Complies [FR23]1 installed per manufacturer's y❑Does Not instructions. �.. ❑Not Observable TIN ot Applicable 402.4.3 Fenestration that is not site built " h4KIComplies [FR20]1 is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 p 'or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code I❑Not Applicable limits. , 402 4 5 s IC-rated recessed lighting fixtures s �A ❑Complies j€ R16]z sealed at housing/interior finish a es Does Not tViand labeled to indicate s2.0 cfm , r ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ,11-6 where< 3 inches. Supply and ❑Not Observable i 4 �£� � 5. return ducts in other portions of ,: ,,; ❑Not Applicable :the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 a for< 3 inches in diameter. 403 3 3 S (Building cavities are not used as 'i `, ElComplies (FR15'3 rducts or plenums. ' z Does Not h ❑Not Observable ❑Not Applicable 403 4 'HVAC piping conveying fluids R- R- ❑Complies [FR17yl above 105°F or chilled fluids ❑Does.Not below 55°F are insulated to>_R- ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ' ❑Complies pq[FR24]1 piping. a k ❑Does Not .'n'h f❑Not Observable ❑Not Applicable 403 5 3 �IHot water pipes are insulated to R- R-_ ❑Complies [FRFiB]Za>>_R-3. ❑Does Not � r � q ❑Not Observable ❑Not Applicable x403 6 ,!Automatic or gravity dampers are ' ,,❑Complies [FRI9az installed on all outdoor air E ❑Does Not intakes and exhausts. NW, �w '� ❑Not Observable MM W w €❑Not Applicable 1 High Impact(Tier 1) E 2' Medium Impact(Tier 2) 3;Low Impact(Tier 3) i Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 4 of 9 s V r Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;''Medium Impact(Tier 2) 3? Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 5 of 9 Plans Ver�foed Feld Ueafied # Insulation Inspection Complies? �Cornments/Assumptions Value Ualue � •, 303 1 All installed insulation is labeled i ❑Complies [IN131z : (or the installed R-valuesINMI ❑Does Not provided. y � ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ',❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ❑Not Observable i ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 `manufacturer's instructions and ❑Does Not [IN211 insubstantial contact with the y underside of the subfloor,or floor ❑Not Observable ;framing cavity insulation is in []Not Applicable =contact with the top side of `:sheathing,or continuous insulation is installed on the underside of floor framing anda �� ,extends from the bottom to the r ;top of all perimeter floor framing 4 members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.E fwall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel f❑ Steel ❑Not Applicable 303.2 ,Wall insulation is installed per ❑Complies [IN411 :manufacturer's instructions. ❑Does Not y'[ n �„ s ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(_Tier 1) 2 ;Medium Impact(Tier 2) 3.,`Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 6 of 9 SettiOti' l F c Piaas Verified Field Verified y �� # s FinalJnspettion Provisions; Com Ues? Comments/Assumptions Value p�s � ,, z bf Re :1 ,r? .�,� 402.1.1, 'Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood' ;❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.E ❑Not Observable [Fl1]1 ❑Not Applicable E 3 3 303.1.1.1,'Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. [FI2]1 jBlown insulation marked every ❑Does Not -]Not. ' : Not Observable ft r » i ,, ❑Not Applicable ........................................................................... ........... ............ ........ ...... 4Q2 2 3 "Vented attics with air permeable j ❑Complies j [FI22]z , A insulation include baffle adjacent " `� ❑Does Not to soffit and eave vents that jextends over insulation. yr' []Not Observable ❑Not Applicable 402.2.4 'Attic access hatch and door R-_ ,\ R- ❑Complies [FI3]1 insulation>_R-value of the ❑Does Not ;adjacent assembly. j -]Not Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 '.ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable E ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 !cfm/100 ft2 across the system or ft2 = ftz ❑Does Not =<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable itests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2 !Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 'determine air leakage with ft2 : ftz ❑Does Not ;either: Rough-in test:Total a ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ;the manufacturer's air handler =enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch ;w.g.across the entire system ;including the manufacturer's air handler enclosure. : 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not ;design air flow. "❑Not Observable y � ❑Not Applicable 403 1 1` ,Programmable thermostats 6 ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems andKn �� < ]initially set by manufacturer to s ❑Not Observable specifications. ❑Not Applicable p _ y 4036MI2 ,Heat pump thermostat installed y MOComplies . M101K� on heat pumps. � ❑Does Not ❑Not Observable E � ❑Not Applicable �d03 5 1 Circulating service hot water ��1 err ❑Complies [FI11]2 systems have automatic or A ❑Does Not ''� accessible manual controls. ' ,❑Not Observable ,,,,I❑Not Applicable 1 IHigh Impact(Tier 1) Medium Impact(Ties 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 7 of 9 Sectionw Piar swrliflied Fieitl Uerif�ed # F�nai inspectionbProws�ons ,Compl�es3 Comments/Assumptions s Value �Ialue 22.~ 403 6 1 All mechanical ventilation system ❑Complies [FI25]z , 'fans not part of tested and listed ] /f ❑Does Not HVAC equipment meet efficacy MIA ❑Not Observable �3and airflow limits. .F ❑Not Applicable 403 2 Hot water boilers supplying heat �,��'` any ❑Complies (FI2W;, through one-or two-pipe heating �� '❑Does Not systems have outdoor setback j 'control to lower boiler water k F -]Not Observable 'temperature based on outdoor K ❑Not Applicable F ; temperature. 403 5 1 Heated water circulation systems ❑Complies (F128]z have a circulation pump.The ❑Does Not system return pipe is a dedicatedi -return pipe or a cold water supply �u s ❑Not Observable ; pipe. Gravity and thermos- �F ❑Not Applicable r 'AIM ,syphon circulation systems are E not present.Controls for circulating hot water system X pumps start the pump with signal s' �ifor hot water demand within the , ;occupancy. Controls automatically turn off the pump ]when water is in circulation loop Iis at set-point temperature and ' no demand for hot water exists. 403'51�2`;Electric heat trace systems ❑Complies comply with IEEE 515.1 or UL ❑Not Observable ❑Does Not � r 515.Controls automatically adjust the energy input to the Rl heat tracing to maintain the r ❑Not Applicable ; desired water temperature in the y - PiPing• .,, 4b31.54 .Water distribution systems that ❑Comp lies [F:130]2 have recirculation pumps that ❑DoesNot pump water from a heated water supply pipe back to the heated ' ❑Not Observable ❑ water source through a cold ?, Not Applicable M­�­Iwater supply i e have a demand recirculation water ;system. Pumps have controls 1 ; that manage operation of the pump and limit the temperatureY j ti of the water entering the cold y =water piping to 1049F. Utz r yn 403 54 ';;Drain water heat recovery units , ❑Complies [f131)Z )tested in accordance with CSA ��? ❑Does Not B55.1. Potable water-side s� ❑Not Observable ' R s pressure loss of drain water heat recovery units< 3 psi for ,1" f ` ❑Not Applicable individual units connected to one % ortwo showers. Potable water- s i d e pressure loss of drain water heat recovery units < 2 psi forte ]individual units connected to three or more showers. 404.1 75%of lamps in permanent g ,y ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not ,fixtures have high efficacy lamps Does not apply to low-voltage ❑Not Observable �. lighting. ❑Not Applicable 404 1 1 .]Fuel gas lighting systems have ❑Complies [F123]3 r no continuous pilot light. F ❑Does Not ❑Not Observable ❑Not Applicable ` 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) i-3„i Low Impact(Tier 3) I Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 8 of 9 Section ...ram P ans Uen ie, ��eld Yer�tied # Final inspection Provisions'. Gampl�es? Comments/pssumpt�ons Value ,,Mglu� A, , '� a s I 401 3 ;Compliance certificate posted. ,, ❑Complies Mo [pi2Jz �w ❑Does Not ` s ❑Not Observable x ❑Not Applicable ! 303.3 'Manufacturer manuals for ❑Complies 1, [F.118J3 ;mechanical and water heating ❑Does Not ,systems have been provided. s�7y W ❑Not Observable +� '❑Not Applicable Additional Comments/Assumptions: 41 1 High Impact(Tier 1) r2 Medium Impact(Tier 2) 3! Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 9 of 9 Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): ies • ,..d . Window 0.30 Door 0.31 Heating System• Cooling System: Water Heater: r� MENEM Name: Date: Comments SYSTEM DESIGN- rNores (- LEGEND xm°0ro0am � °" SYSTEM PROFILE i...m Mars .B -„_ . B aumAa olsPoxn ls'xor AuownAw„ o®m ,® x., OWON now 5 BEOROOYS O 1,0 WO 550 GA 1 • -(w)- .Poop aaw" USE A 5.m M aEaCN FLow s2s eAae Au aanAsr oars I 1 �•A,. i L=�_� rs,,,] .�"o,a. sEPTm rANx:550 cPo(z) •�•�o - USE A 2W enU sevTrc TANK •n, u SID-2 m'x MA °D' nzsoz Im uc 90ES 2(a].5♦10.8)2(4- 2S CPO q— ' BOTTO,I IF a]5+108(].)�3]9 8 ORD TOTAL ]ae S.F. -ssz_ ,.:Arx� ••�• um(5)s5O OAI.Iua XµcXANeERs(ApIE oR EauAL) �.L— ��un �"�'•I""r•�m rs•wnro w"`�� l �:r Tx zs's10NE AT ON. o Y nr mEs TIE wsrAum sNur_-1 THE uL unur¢s ANO Au zz io oo.mw LOCUS MAP BliB A sEwrn TO AN° •TI,E wSrALlEit SW31 NEwFY THE LOCATXM6 OF ALL AnoNs Paoli ro wnAwuc A,x maan>Bau,N ro scAaF w°ER,w uALmET,w°scu`uwcw"A]1D1irX0Pom°MfltwX°oF�sErncwo�nnoxs � � L .1"..w."x"..tee xor x of sEv,lc ssm APPRONEO DATE BOARD of xEALTx F ,•. - 1 } \ � NB.rs• AssEssaxs MAP lea PnRL£L zo-a l� ` 4 w rs 20228 PO 2O W PO LOT a PION BOOK 825 ]] ,B..B,• � � � `/\ ZONING SUMMARY �maai FET.,. G FA-w=w :axwc wsml asiw0(2 At smlcr f 1 A Btl` N A�\\ LOT o A a7.n B �' \ \ N \ X LOr FFO B].120 B.F. B).JO] SF ' I -�� MIX.LOT FPIXITAOE . 1\\ —J 11 `4 I1\ LOT 1 - MIN.FRONT sErBna iv 87,307 tiS.F. { \ FAIL 9BE sE BACK •)' _ _AT- _" Bln" iu oar x• zr m TOP PUTE 2.00 Act f \ TEST HOLE LOGS E"Nax�EExw4 Mc.oArFn 28i3 OB"Bzs�] ENGINEER:OANlE1 E GONSLLVE SE _LSB] (i} l i\r/ \1 \ \ wrtNEs woo sru.roN.Rs s srE rs NOT Lau11 NOT ,m w TN'FS,_NE zaa \.\\ \ 'G- ✓•\ l 1,`l n xEL uxx:ARO AREA \lam PERc.RATE- <z N XN%CN � Bab o \`L^i _ T'4p ir•y, �. ( ) 25 AC ._ -��•` �. \�' 0. NA LAxaBe'SE o \ 1} f it n B2. A A �O (\ - \— m5L °L LS 01N \ \�\\ \ 8' O/1 Bl 5'e' a/1 B,3'8' ,OTR♦/1 .JS'B' BD.53' ~_ I -�`.`; '�?rr \ ,•\\ \ _ \ - i BENCH L T E sE B B B a az I.s sL sL Is LS 211' B/8 BB.BJ'28' -NN,ve..azs-�TJ c c c c Fs FS 2.5Ys]/a zsr 7/4�. -�_�_`,` "� \�, _ ❑ ,v '"� I° 1 a Bo.o•1aa• w_o'1A. ]B.o_1aa• ]B.o• A.0.1 N NO CRWNOWATER ENCOuMEREp NO GROONOWATER ENrn— TITLE 5 SITE PLAN I � OF \� �_, 395 CAFN LIJAH'S ROAD `sP \, s s [iaBa' i ��_ /J ' "� CENTERVILLE, MA PREPARED FOR ANDREA PINTO DATE: 1-11-2016 f \\ RETANNO 1. .....L:93.28"' la]�:�a _----- ---�-- a,,il en9/nears R a o' BENCHMARK: NAIL 5E Q�✓/�B s ,- 11 DCB y 18-000 \ '� E..ONrl:.. rAi.c CaP T/ /� \Ezlsnxc PAvm PUBILc—wnr DATE DANItl A ONV.P.E,P.14 ruwovzN.aa ]e Liberty The Ohio Casualty Insurance Company 62 Maple Avenue, Keene, New Hampshire shire 03431 p p SURETY BOND �� Bond#60113284"PT KNOW ALL MEN BY THESE PRESENTS: That we APR Q Andrea L. Pinto ,,,� 2 2g18 � -' tr Ode 40 Wellesley Circle Hyannis MA / 02601 Street Address City State ZIMode (Full Name[top linel and Address[bottom line]of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name]top linel and Address lbottom linel of Obligee) (hereinafter called the Obligee), in the penal sum of Six hundred and twelve and zero cents (Dollars)$ 612.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct single family home at 395 Capn Lijah's Road Centerville MA 02632 - 153'frontage for a term beginning on 5/1/18 and ending on*5/1/19. (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover such additional term(s)upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten (10) days in advance of its intention to do so. SIGNED, SEALED AND DATED Andrea L. Pinto 1 By: r The Ohio Casualty Insurance Company - By: EJAAA A�A S-3853 License or Permit Bond (Unnumbered) Liberty Report of Bond Mutual® Commercial SURETY The Ohio Casualty Insurance Company Agency: 200226 Bond Number:6011 32843 DOWLING&O'NEIL INSURANCE AGENCY Hyannis Massachusetts Principal: Obligee: Name: Andrea L.Pinto Name: Town of Barnstable Street: Street: City: Hyannis City: Hyannis State: Massachusetts Zip: 02601 State: Massachusetts Zip:02601 Account Name: Authorized By: Authorized Date: Bond Amounts Premium: $ Bond Amount: $ 612.00 Special Commission: Co-Surety: Co-Surety:% (If regular commission leave blank) Co-Surety Name: Bill to: Agency Bond Term Effective Date: Renewal Method: Expiration Date: Renewal Term: (in months) Bond Details Risk State: Class Code: Bond Description: Construct single family home at 395 Capn Lijah's Road Centerville MA 02632-153'frontage Remarks Execution Date: 04/02/2018 BESTReportOfBond User: EMONTGOM POWER OF ATTORNEY The Ohio Casualty Insurance Company Bond Number:601132843 Principal:Andrea L. Pinto Agency Name:DOWLING&O'NEIL INSURANCE AGENCY Obligee:Town of Barnstable Agent Code:200226 Know All Men by These Presents:That The Ohio Casualty Insurance Company,pursuant to the authority granted by Article IV,Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company,do hereby nominate,constitute and appoint: Constance Boulos;Emily Montgomery;Joanne R. Sullivan,Kelly C.Bolton; Mark McCartin; Martha A. Kenney, Nancy Soule; Robert W. Miller;Tina Boulos of Hyannis, Massachusetts its true and lawful agent(s)and attorney(ies)-in-fact, to make, execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,excluding,however,any bond (s)or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of said Company at their administrative offices in Keene,New Hampshire,in their own proper persons.The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(ies)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 26th day of September,2016. �qy INSV 0J GoaPOR4R9y Q2 Fo m o Z 1919 o tidA David M.Carey,Assistant Secretary STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On this 26th day of September,2016 before the subscriber,a Notary Public of the State of Pennsylvania,in and for the County of Montgomery,duly commissioned and qualified, came David M.Carey,Assistant Secretary of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal at the City of King of Prussia, State of Pennsylvania,the day and year first above written. 9P PAST COMMONWEALTH Of PENNSYLVANIA yNotarial Seal OF Teresa Pastella,Notary Public Upper MerionTwp.,Montgomery County ve My Commission Expires March 28,2021 NotaryPublic in and for Countyof Montgomery,State of Pennsylvania hs 'F LVP p Member,Pennsylvanla Associaflon of Notaries y qqy per'+ My Commission expires March 28,2021 This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12.Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attomey,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of The Ohio Casualty Insurance Company effective on the 15th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this day of .p p, ZMS yJ pORPOR9�Z 0 1919 O HAMPS�' � Renee C.Llewellyn,Assistant Secretary The Commonwealth of Massachusetts Department of Industrial Accidents — --- Office of Investigations 600 Washington Street - _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information (� ` Please Print Lezibly 1-} Name(Business/Organizatiordlndividual): o ri"cL ,n 0' Address: City/State/Zip: ay)n15 0 1 Phone#: 50� - 3 L) - 5'1 O5. Are you an employer?Check the appropriate bog; Type of project(required): 1.❑ I am a employer with 4.. I am a general contractor and I, employees(full and/or part-time).* have hired the sub-contractors, 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. [:]Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' insurance.$ 9. ❑Building addition [No workers comp.comp.insurance P• equired] 5..E]'We are a corporation and its 10.❑Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 11El Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains a penalties of perjury that the information provided t.above is true and correct. Si atur : rem t I`0 Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ' Information and Instructions a Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract.of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if ess es number with their certificates)of necessary,supply sub-contractors)names),address(es)and hone( p (s)along insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitilicense number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massa h=-tts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 0211:1 Tel,4 617-727-4900 ext 406 or 1-977-1VIASSAFE Fax# 617-727-7749 Revised 4-24-07 ' �n�. ass..gav/d1a �FTHE TOWN OF BARNSTABLE '• UARNSTAB _LE. F BUILDING DEPARTMENT 9�orED $ APPLICATION FOR CERTIFICATE OF OCCUPANCY Date Building permit application number 65 map/par tq 4 - a G Address of structure no�n1S Area of structure C.O.will be issued to Name of Tenant `A Y,n� a L- '►�,n Edition of Building Code q th E&�Co n Use and Occupancy Classification Type of Construction Res ►6v--41� a` Design Occupant Load Is the facility licensed by a State agency Yes ❑ No❑ if Yes If yes, name of agency Relevant Code of.MA Regulations(CMR)that apply Automatic Speinkler System Sprinklers provided? Yes ❑ No i �j ❑Sprinklers required.? Yes No Ju Building Department Use only Special Conditions: I BUILDING DEPT. Bk 31064 Pg220 #5618 APR 0 2 2018 02-02-2018 @ 11: 43a TOWN OF BARNSTABLE QUITCLAIM DEED DSBB REALTY DEVELOPMENT, LLC, a Massachusetts limited liability company, having a mailing address of 45 Industry Road, Marstons Mills, MA 02648 for consideration paid in the amount of ONE HUNDRED FIFTY-FIVE THOUSAND AND 001100($155,000.00)DOLLARS grant to ANDREA L. PINTO and CAROLINA AQUINO, as joint tenants with rights of survivorship, of 40 Wellesley Circle, Hyannis, MA 02601 with Quitclaim Covenants The land in the Town of Barnstable, County of Barnstable and Commonwealth of Massachusetts, being LOT 4 on a plan of land entitled"Plan of land in Centerville MA Prepared For Robert J. Bortolotti,Tr&DSBB LLC Realty Trust Date: February 4, 2008 by Down Cape Engineering, Inc. Civil Engineers Land Surveyors 939 Main Street(Rte 6A)Yarmouthport, MA 02676',which plan is recorded with the Barnstable Registry of Deeds in Plan Book 626, Page 37. For tide, see deed recorded with Barnstable Registry of Deeds in Book 20228, Page 20. See also Book 20228, Page-20.' This transaction does not constitute a sale of all or substantially all of the assets of DSBB Realty Development, LLC, located within the Commonwealth of Massachusetts and is being conducted in the ordinary course of business. The grantor is not classified as a corporation for federal tax purposes for the current taxable year. Property Address: 395 Cap'n Lijah's Road,Centerville, MA 02632 BARNSTABLE COUNTY EXCISE TAX MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-02-2018 @ 11:43am Date: 02-02-2018 @ 11:43am Ctl# 394 Doc#: 5618 Ctl#: 394 Doc#: 5618 Fee: $474.30 Cons: $155,000.00 Fee: $530.10 Cons: $155,000.00 b � Bk 31064 Pg221 #5618 EXECUTED under seal this day of February,2018. DSBB Realty Deq-Qbpment, LLC f. r.. By: ZRobert J. Bortolotti, Manager COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: S �- On this day of February, 2018, before me, the undersigned notary public personally appeared Robert J. Bortolotti, Manager, as above-stated, and proved to me through satisfactory evidence of identification,which was a MA driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose on behalf of DSBB Realty Development, LLC. Nota ublic: Michele z� rY pozzi-Pollock My Comm ion expires: 09/21I2023 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED 6 RECORDED ELECTRONICALLY 60049-5 RECEIVED AND RECORDED M BEl-8 A 11:Dc 1' STABLE COM n 'bap RE Y OF 0--! _ �L 71M Capra �ocus Crosby Road3 (a•Ines nYwe,l ft—22r mBP) eAaropr.creme u` V "� 9 nwV I •1aJe•w GB °aNDrzniDJre[MA may 8 a SP1 JJ31. 4 r`��T f1 p IKaPAGY[K wA4w 9 M IJOPTn'E °b V' G S�A[ry lwf/51 S LMKAI.,NA LOCUS MAP LIZ r 2 ` 4� SCALE 1•-20W'4 `I ?y�c.SF ba, ASSESSORS MAP 194 PARCEL 5 h SF._!RS PARCEL IS.OOJ-W LOCHS IS.MIN PDAA ROW ZONE C AS _ 910NN ON CCN.—PANEL R50001 6 �'Pi• 0015 C DATED AUGUST 9.IM uNB ZONM SUMMARY 6 ZCNMc CS-1 RC RESDDNTK DISYRVt .YM1W A OYMSId,F MW.LOT SEE \ �r21VM4C u,,0%IP N1JW7 / M. LOT FRONTA. \ • J6ABl' .LOT.DIN 81,1.S.G. \\\ M..SDE g1BACR— IOC \\ ' wI� L,1p,00 w.REAR SET3ACN RO' MAX BURDWG NDGNT 10' \\\ _ U• . • _ .0'I9 ,`w�Ny PROT VDff OKRLAY IDSYRICT 50URCE \\ JOSS, L-]RrJ' 1 IS LWATEO EA, NE AWOER vRDTECTwu Demur wsmcr ' OWNER OF RECORD OSSS REALTY CEVELWMFNT CE ERA,MANS ROAD 2 .• \ AYroII'HEWN R2 a]FL U MAP I 6>J01 O T41PBoftm ROeER om,TTISTEE rnrRJeluc wI[w rxr uao-rw - Po BOR ro ED,J YARSLONS MILLS,NA 026Q A. 81,.16 SF. \\ r �ti • SI.- 8 .. REFERENCES M 0®B00N UOBD PC' I Y� �'�n• ' ! • DUD BOOK PLAN BOON 6002—w BAIw5TAB1E SLBOIM90N RECORDED PlIJ1 BOCK BW PG/003 .36 LEGEND. MASS IEOINAYfi—D NIJ`J.f?E N1 a1lO 9r..e' \ LJJ29' 29SIB" 2D0 Ac I G& R49 BB 1BM• \ RxLYMfAA!GEBGo.c \ -5" Capra 'Lijah's Road °vJ19 z 1""_ r{ \ \ (IO'MBa Iom MBX rATaJ 2?'3 N1ab1 �y00 ps2.50 ` PLAN OF LAND M \\ \\ CENTERVILLE, MA nws•aAN Is ro wEzxvo cAwr w PREPARD]— ..asrswlAtl wLUD,Ls•tNonN aY SL4ID'.SLSV BOJ HAN BOLVI 6M PA(£.JB BARNSTABLE PLANNNG BOARD ROBERT J. BORTOLOTTI, TR APPROVAL UNOER 7NE S/901NS0N _ & DSBB LLC REALTY TRUST COVIROL LAW IS NOT REQUIRED �/A - DATE: iERRUARY 4,2008 OATS:t_-/e_ I of I CERRFY TiAT TITS PLAN WAS MADE IN ' ACCORDANCE.1N REGISTRY O'DEEDS ff SOB-}6Z-A541 RECUTAT IMS EFFECTVE JANUARY 1. I 6ovnc apeBcomS�® 1916.AND AS AMENDED JNIUARY 1, 1988. • • down cope eagineeiinB,4C. civil engineers ND OErfRYP/AnpV As ro crarwLwKE - land surveyors W FUFN �•V�F o g�sa$0® 939 Moira SMeat(Rt. 6A) re" 711IPf0 BY T1E ABOL£ENODRSENENI. OAT: 0 .LS 0 r[[r YARMOU Iri'PORT MA 02675 FOR REOST,Y USE BUILDING BBPfi. APR 0 2 2018 TOWN OF BARNSTABLE JOBw�"CQ .KiSttiaLga TAYLOR DESIGN LLC CALCULATED BY DATE PA— +� 'CHECKED BY L :E'r.�TR.�/tta»LG. SCALE .. .. T�,..ae� ...C�.t V.C. ._....3C�,....lfl�.F>.j �i r•�'D t. P�+... .. Pr►t /S.►:t.�.. :..,:: -rv�Tw16 _ amp, Ag i fi ;L.t.. ,,..'S-rn..+c.T ► .-� STeSc.. :/�.r-.'.►4�►....,\��C-- ►. L T e�}�,k t tq„ o.•�..3ix' araG tR •*"�' :. a 31 O .... m jj _S F? .... ... 44 it lZ. 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Fes.. :. ...3 . �ta" .14 '.... . 145.)..... . . ... .. .-.. ... .3'os 1 ; . ..... ... ... . . _ .......:. .... . . . L 7t B:eS...V Tar .............:......................................:.............:.......................... ............................ ..... ..._ ...... 1..7 j._8 S_3.... . . .. : ..... .. ........... ... ... ..._. . ........ .... , zs o . .. 3.a ............ .... ...:..... Commonwealth of Massachusetts Sheet Metal Permit Mapj 9 •—Parcel S4 `1 Date: J If Zff 4 Permit# ' Estimated Job Cost: $ / 000 b o FB 21 2ti!� Permit Fee: $ Plans Submitted: YES N;O I r ' b A H N S i Ak Reviewed: YES NO Business License# ,�S'� Applicant.License# c3 Business Information: Property Owner/Job Location Information: Name: Zt 55elf tn��n_fT4' f the Name: /1hUri- :� o Street: Z 5ff i PPe f' 1.1jn1g- Street: City/Town: &r m e-v I a v-f City/Town: ee pt-fee Ui'Ille . FYI4 Telephone: S 0 r Zy y 7 5S 5 Telephone: 50F Photo I.D.required/Copy of Photo I.D. attached: YES ✓ NO �1 staff Initial J-1 DM-1unrestricted license I J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other i Commercial: Office Retail Industrial Educational I Fire Dept.Approval Institutional_ Other r Square Footage: under 10,000 sq. ft. V/1 over 10,000 sq.ft. Number of Stories: I Sheet metal work to be completed: New Work: Renovation: HVAC ✓ Metal watershed Roofing Kitchen Exhaust System Metal Chimney/Vents. Air Balancing l I Provide detailed description of work to be done: z .,7 I 1 JJ I' INSURANCE COVERAGE: 11 I have a current liability insurance policy or its equivalent which meats the requirements of M.G.L Ch.112 Yes ED/No❑ If you have checked Yjj indicate the type of coverage by checking the appropriate box below: A liability insurance poficy [ Other type-of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application goj=this requirement; Check One Only I owner ❑ Agent ❑_ i Signature of Owner or Owner's Agent I t By checking this boxO,I hereby certify that all of,the details and information I have submitted(or entered)regarding this application are true and 3 accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit Issued for this application wlil be m compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES' NO Prowess Ins ec�h'ons ' Date Comments I Final IngRE iun Date Comments Type of License: 3Y 2fA'aster rye" ❑Master-Restricted. I ,ftyjoWn ❑Joumeypemon Signature of Licensee ,errnit ❑Joumeyperson-Restricted License Number =ee$ ❑ _ Check at www-mass.us=WRI I nspec loor Signature of Permit Approval jASI3USETTS COA6MERCIAL:_ E v .COMMONWEALTH OF MASSACHUSETTS � , r: OR. R'S,LICEN�E BOARB OF �+.TRYL i ,= J," # ' PLUMBEit$AND`GASFITTERS `S83797 331 ISSUES THE FOLLOWING LICENSE s `P �' _ A� t , — �, r 23 6r1 — REGISTERED PLUMBING CORPw- '`�` r t —9 PETER J HASSETTNN It 4iEi WASSETT PLUMBING AND HEATING INC . ;1 t e8i 1RBER!N n ;�t k ��. r Y` �10UrHP0f�7 MA62675193L t.' 68 WWNTER.STitEET t 14% YARMOUTH,MA 0267 r- 5: ,,,x to r r� , -' i+ �fr nrrvn�tlM'IssltcT6 !, .. xK 3506;: >. >: 05/01/2020 460236 , # r COMMONWEALTH OF M�►SSACHIJSETTS ACHUSETTS. .. soAlf#of .:COMMONWEALTH OF MASS SHEET META6W6RK1 RS d BOARD.OF ISSUE$THE FOLLOWING LICENSE PLUMBERS AND GASFLTTERS lV€ASTER-UNRESTRICTED ISSUESTHE FOLLOWING LICENSE . PETER J HASSETT :::: ©" $ MASTER PLUMBER fr ',', F , IiASSETT PLUMBING&HEATING INC u 8 SKIPPER E•N, , . r PETER J HASSETT , YARMOUTH PORT,NtA C32 6-S-1931', MASS ETT PLUMBING&HEATING INC", r " 1 8 SKIPPER:LN:. q W I 3 111 YARMOUTH PORT,MA.02675-1931� s� �� 02r28/2020 426818 11682 00112020.,.::::. 460237 -* ' .... .. - . '°COMMONWEALTH OF MASS bSETTS. e o Ino0 IN0 0 ; # PLUMBERS AND'GASFITTERS I ISSUES THE FOLLOWIN6.LICENSE I This is to certify that .IOURNEYMAN PLUMB EW f Peter J. Hassett - a + PETER J HASSETT o f Has successfully completed 'HASSETT PLUMBING&HEATING.INC t jj fff Hot Work Safety Certificate Program, 8 SKIPPER LN Iz as required by the local Authority Having Jurisdiction. YARMOUTH PORT,MA Q2675 1931 `: if September 29,2018 {` Certificate number:4837871 F 0 /2020:r.. ..;:.... 460274 l ti _ _ Director,Education and D'evelopmenf NF�� �CM ACKNOWLEDGEMENT OF PARTICIPATION S r IN TRAINING OF VIEGA'S INSTALLATION INSTRUCTIONS ;, This document attests that i HASSETT PETER Successftdly participated in a training session for I Viega MegaPressA®/MegaPress G ! } Josh Gardner I IN=101314 j t } I The Commonwealth of Massachusetts Department of Industrial Accidents a I Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibiy Name (Business/Organization/Individual):HASSETT PLUMBING & HEATING, INC. Address:8 SKIPPER LANE City/State/Zip:YARMOUTH PORT, MA 02675 Phone#:508-744-7555 Are you an employer?Check the appropriate box: Type of project(required): J.[D I am aemployer with ONE employees(full and/or part-time).' 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.F1 I am a homeowner doing all work myself[No workers'comp.insurance required.]t 10❑.Building addition ,4❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors Fisted on the attached sheet. 13.[:]Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 14.❑✓ Other HVAC 6.E]we are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:THE HARTFORD Policy#or Self-ins.Lic.#:08WECCL3321 Expiration Date: 12/6/2019 Job Site Address:395 CAP'N LIJAH'S ROAD CENTERVILLE City/State/Zip:MA 02632 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#:same as above Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable Building Departriment Services �►axs+rasi� = Brian Florence, CBO XAM %639. w`�� Building Commissioner Ea t� 200 Main Street,Hy=is,MA 02601 www.town.barnstable.ma.ns g `Fax: 508-790-6230 Office: 508 862-403 p Property Owner Must Complete and Sign This Section - If Using A Builder as Qwner of the subject property \, hereby authorize J �t� -� ���5�� to act on my behalf; in all mattets relative to work authorized by this building permit application for. la r (Address Job) **Pool fences and,alaxtns ate the responsibility of the applicant Pools,,- ,` are not to be filled'or uE ized before fence is insiAed and all final inspections are performed and accepted. Signature of Owner Signa e of Applicant Print I�Iatae Print Name Date Q.FORM3:0WNERPERmISSI0M00 S Rev:08/16/17 Town of Barnstable Building Department Services of Brian Florence, CBO o Building Commissioner 200 Main Street, Hyannis,MA 02601 r imRNR}'��Rr.4, s ' xSMA1 wYv w town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number strut. village • "H MEOW1=: name home phone# work pbone# CURRENT MAILING ADDRESS: cityAown• state zip code The current exemption for"homeowners"was extended to include owner-occupied dwe]]ing_s 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 hnd on which he/she resides or intends to reside,on which there is,or is intended to be',a one or two- f only dwelling,attached or detached structores'accessory to such use and/or farm structures. A person who conshucts 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. accept amble to the Ba:1d C. eia1,ih`i he/she sl:Dg be Yespoasible for all such work pe�foimed under the bu dinzpennit. (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 Building Department minimum inspection procedures andrequirements and that he/she will comply with said procedures and requirements. Signature ofHomeowner ` Approval of Building Official Dote: 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 M ENIMON 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.L1-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 acting as Supervisor is 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:\WPFIL.ES\FORMS\building peunit forms\EXPRESS.doc 08/16/17 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL `i BE 2x6 - @ 16"O.C.UNLESS OTHERWISE NOTED. TP_b. 2.ALL INTERIOR WALLS SHALL . BE 2x4 @ 16"O.C.UNLESS 10'-0' 12'-0' pq'_p• 5'-6' 26'-0' OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY b'-d 6'-d 6'-0' 12'-0' 6'-0' - ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. STONE VENEER - _ A RETAINING WALL�� . CONTRACTOR SHALL VERIFY 4. WINDOW AREAWAY W/ '�`'6 ALL DIMENSIONS PRIOR TO _ GRAVE BED, TYPICAL CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR —————————� ANY MISSING OR INCORRECT I.\ I I ' FNOT B THE E IMENSIONS ATTENTION OFT HEGHT TO 'TOP I I DESIGNER. I i I I I m AT OPENINGS j V DEER CONTRACTION I . B I F B JOINT CUT WITH EARLY I/ . ...... ...... ...... ...... ...... ...... ...... ....I...... ...... ...... ...... ...... ...... ...... ...... . .:': I ENTR7:SAW I b A 6 I II T4 TJI FLOOR J015T5 1 I6'o.c. A.6 I I j I I v I PITCH 1/6i'PER FOOT I TOWARDS DOORS vz A.6 I c 1I Lo T5 4°x x.25' i € m I I o� NO. REVISION DATE 9'_4�q' - I .� I ', 3'_6• O. coLun DN. 1 21._B. le I N 7�'q I I I I - ? - m COPYRIGHT \ a IH 2-P.T.2xIUe ———— ——————J B RI ON - L_ ————y—— —————— =j NORTHSIDE HEREBY EXPRESSLY =k ��� 2 'Wxl 'D IN I ' .., ----- ———— +—— ————— v i RESERVES ITS COMMON LAW ------ 5 T-7 _ - �— — 3p N - _W TEEL GARAGE SLAB THESE PLANS ARE NOT TO BE — — — — BEAM WIOx39 S I REPRODUCED,CHANGED OR __ J DROPPED E�I 4'GONG.SLAB R 10 MIL 0 F ` "6 �I I T _ - , VAFIRi RETARDER O Q I COPIED IN ANY FORM OR MANNER r I I I m - 9 — - -- -- - I I BACKFlIIE WITH CLEAN I WHATSOEVER WITHOUT FIRST VI I ——— — — — I OBTAINING THE EXPRESS WRITTEN COMPACTED FILL - II°.6 TJI's 0 16'ox. HID, II ' VL I I I 10'THICK z 4'-B" (MIN.) I PERMISSION AND CONSENT OF \ QI I I I _ I I I 'D 1-CONCRETR.FNDN WALL I NORTHSIDE DESIGN ASSOCIATES. I I 2 11✓1 II 7 x VL I - r ON CONTINUOU5 241x10' I c \ FI �i 6 ' VL I I B I SH B71 I ;. I - I CONCRETE FOOTING. I I USH O \ 17 I i I I 46 ANCHOR BOLTS 0 36' I I BUILDER: 3k�': R E FI 6 I o I I I O.C. MIN.i7' EMBEDMENT 5 L U ON I 5 2 I ' II'6 TJI FLOOR JOISTS 0 16'O.C. WASI+ fT1 PLATE I I uZ x I F'i •ING xl2 E I 3 I - - I Q �I � ` I --5�— -- ------ W D QI C _ _ _ -I izl 7M L __ IL L - J IL -- ————————— I -- ——— - N.......................................... . ..... ... . ...... ...... ...... 1..... ..... .... D I I I I A.7 I m i4 oF. .ED.�4 ...... . - .. ...... .. .. ...... ...7 .��...... . ..: ..............:....... I I A.7 A 6 I I DESIGNER: NORTHSIDE �I A E E T B r DE ON I zr-I I DESIGN ! x5 T 1S 4 ON I IRT WI H RL c / \ O S , I L 6 MIL VA ET RD 5 c I I I I _ ASSOCIATES IL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 1A3 MAIN STREET•YARMOUTHPORT•MA 02675 �O HA ' I I (508)362-2210 (508)362A802 13 i I II Ib TJI FLOOR JOISTS 0 Ib'o.c. N I I FLUSH FRAMEDT NORTHSIDEDESIGN.COM I4, 10 P.T. LEDGER 1 I I0 THI •1'- ' W I - NORTHSIDEIVCOMCAST.NET �v d 9I 5/5' TS 36 O. . I R fr: 4 I� - -F7 9 I .BOLTS 16-O.C. MIN.7' I12' N9 � I bx6�P.T, PO TI w3 3'x 4' LA — R NG i er I TYPICAL STONE VENEER STRUCTURAL ENGINEER: ma�I — — — — — Vq1 F I RETAINING WALL! I TAYLOR — ::.., .,.. '.; .. ;- 10'THICK x W-B' I QI iv ` LL I CONCRETE WALL ON 1 - - ------- T.T 9F9 I IR Fir K GN LLC CONCI Y II al0 T. L GALV. I _ Vr I I 3-2x10 P.T.GIRT II w/2- 5/5' DIA. TYP. I I2-ally P.T. FOUNDATION NOTES: o I I FL II LAG s 16,O.C. J _I BEAM, FLU514 t1lLL \ _ 1. MAIN FOUNDATION WALL5 TO BE Id POURED CONCRETE fc'-3000 psi, B-2x10 P.T:,GIRT II \ \ � I '. i W/20 u5 BARS TOP 4 BOTTOM. FOUNDATION WALL TO BE ON IO'x20' STRIP FOOTING. PROVIDE 30 Y5 HORIZ.BARS CONTINUOUS IN STRIP _ FOOTING W/KEYWAY. PROVIDE#5 VERTICAL DOWELS 0 24' O.C. I;xb P.T. POST - \ \ — \ I - EXTENDED V-6'.MIN.ABOVE TOP OF FOOTING. PROVIDE 46' �I I - I 3-2,10 P.T.GIR F3-2.10 LUSH PRAM DT�� P` I, I _ .BOLTS 0 36'O.C. MAX. MIN.T EMBEDMENT ry 3k3hrY4 PLAT ER. FLUSH FRAMED 2.ALL STRUCTURAL STEEL COLUMNS TO BE%"CONCRETE FILLED J , lu I _ PROVIDE 100 IAM. I I LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6'x&'x96°.CAP / D jII I I 2-200 P.T.GIRT, I '�SONOTUBE IGFOOT .. - I PLATE 4 7'xl2'z9j BASE PLATE W/20 9' DIA. BOLTS.WED ALL INTO E R A 7 FOOTING (BF 8) FOR \ - \\ ':.. CONNECTIONS.BARS H FOOTINGS TO BE 36'x3r,"A2'SQUARE CONCRETE W/30 u5 ..............................................- I ....t........:....... ............. � ......................... _ P05T SUPPORT ABOVE • Al NICE ER ALL A.7 __ _ _ __ _ \ ae a \ STONE RETAINING WALL A. CONCRETE SLAB TO4' POURED PARALLEL PARTITIONS. C44 TICOMPACTED FILL. CE PIN LIJAH'S ROAD 4 4 .a �� �� 4 NPIN LIJ H' ROAD . �� 2x�OTe�R _ ' PROVIDE 10° DIAM. I I PROVIDE CONTRACTION JOINTS V DEEP AT COLUMN LINES.CUT W/ 50NOTUBE W/BIGFOO�T I - - 'EARLY ENTRY"SAW. FOOTING(BFRT FOR' I C 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS.REQUIRED B7 POST SUPPORT ABOVE I A.6 - CODE (WINDOWS OR MECHANICAL) 7�4 9'-4�4" I B'-O 7'-4t4' 73/4' 6'- q' 6'_'-!�4 6_34 b_4452'-d 4'-O' MC�NIAI'ICI ff COJEROR L ENSURE THAT ALL FOUNDATION WALLS MAINTAIN rFOUNDATION 7.BEAD(DDEPWEB STIFFENING PLATES AT BEARING POINTS OF STEELAN STONE VENEER\ \ �i 6. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL, SCALE 1/8"=1'-O" RETAINING WALL, \ +4. COLUMNS. \\ �; PROPOSED AREA q.MISSING,CONTRACTOR QUEST�IOr ABLE DIMENSIONSINDIMENSIONS. 1r T BROUGHA'T To 1ST FLOOR LIVING 1394 SF 0 1 2 4 8 THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE 2ND FLOOR LIVING 1496 SF . CONTRACTOR. FOUNDATION PLAN BASEMENT LIVING 862 SF IL GARAGE AND OTHER FILLED FOUNDATIONS, PROJECT#: SHEET TOTAL LIVING AREA 3 752 SF 10' POURED CONCRETE WALL W/20 u5 TOP AND BOTTOM BARS. FORM 17-26 FOUNDATION ON 20'x10' STRIP FOOTING. PROVIDE 26#5 CONTINUOUS A.0 HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS To OF FORCONSTRUCTION GARAGE 520$F MAIN WALL BARS.PROVIDE TRANSITION REINFORCING W/#5 BARS DECK/SCREEN PORCH 821 SF SPACED 0 12'O.C. VERTICALLY.PROVIDE W x 12' ANCHOR BOLTS•36• DATE:TOTAL AREA 5,093 SF �1 O.C. MAX. MIN. EMBEDMENT W/3 "xY�"'x5 PLATE WASHER. 3/6/18 l J GENERAL NOTES • � �" _ 1. ALL EXTERIOR WALLS SHALL 2-1 3/4'x II 7re" . BE 2x6 tQ 16"O.C.UNLESS LVL RIDGE BEAM OTHERWISE NOTED. 3-1 3/4'x 16' LVL RIDGE 3-1 3/4'x 16' LVL RIDGE _ 2.ALL INTERIOR WALLS SHALL BE 2x4:@ 16"O.C.UNLESS - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY MSULA710N - ALL WINDOW ROUGH OPENINGS - PER CODE PRIOR TO ORDERING WINDOWS. OF PLATE 3-1 3/4'x7 1/4' 2xB CEI ING JOISTS - 4.CONTRACTOR SHALL VERIFY LVL HEADER �1 _ ALL DIMENSIONS PRIOR TO M ON 1.5 �J�l ' \� CONSTRUCTION.CONTRACTOR 16,D.C. ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT UITE BDIMENSIONS NO O GHT T T BR U O 1z i INSULATION PER CODE _ THE ATTENTION OF THE 72nfi{ In°cox. SHEATHING DESIGNER. �}I`'' i1,L111 ECH PLYWD. 1/2' DENSARMOR'GWB l+, �LGLUED 4 NAILED, VAPOR BARRIER2NDFLOOR SUBFLR _ _ _ - - — _ TYVEK HOU5EWRAPTOP OF PLATE �_____ _ SIDING(SEE ELEVS.)II T,b'TJIIGS7R_ 2-1 3/4kll Ire' - . \ JOISTS I�L� OC. i DORMER WALBLOCKING L PROVIDEIl T.AY e Bw WIOx39 BEAM, TYPE'X'EF+RfE 4 DROPPED BEAM ENTIRE GARAGE t CL4L'ING ©� NO. REVISION DATE GAE © COPYRIGHT W SILL P.T.SILL �� W/SILL SEALER �`� _ _ RESERVES HEREBY EXPRESSLY � ��� � RESERVES ITS COMMON LAW 15E FLOOR VAWLR _ LnI� • COPYRIGHT. - - - - -..- PITCH SLAM"PER \ �� '''�.�' - - 2-2x6 P.T.SILL -- " THESE PLANS ARE NOT TO BE . . - TOP OF FOUND..110 .-.- - - _ _ _FOOT.TOWARDS DOOR `�� YYY------III - _ W/SILL SEALER + _ REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST _ W6X6 W2.9XW2.q _ OBTAINING THE EXPRESS WRITTEN " VERIFY AND MAINTAIN o i_ - TOP 1/3OF SLAB - - R PERMISSION E I SION AND CONSEN To ASSOCIATES. 4' FOOTING COVERAGE o L 6'COMPACTED FILL 10'THICK x 4'-10' - 1 _ BELOW GRADE 4'CONC. SLAB ON CONCRETE WALL ON . 10 MIL VAPOR RETARDER CONTINUOUS 24'x10' - CONCRETE FOOTING - - - BUILDER: CONTINUOUS RIDGE VENT - CONTINUOUS RIDGE VENT BUILDING SECTION • 2-13/4'x 16' LVL RIDGE 2-1 3/4'z 16' LVL RIDGE /�•� 12 5.25 DESIGNER: NORTHSIDE — — — —'— — — _ —'— — — — — --'-- — I nR1 PER CODE TOP OF PLATE TOP aF PLATE ' — — —_—_— —_— - DESIGN 12 2xB CEILING JOISTS - pi 'x11 7/5' LVL RIDGE 21�'FILING JOISTSASSOCIATES 12712 DLSTINCTIVE RESIDENTIAL&COMMEROAL DESIGN 6'o.c.2x10 RAFTERS!I6'0.�. Ib / FARING!16' . "q12 - 141MAINSTREET'YARMOUTHPORT•MA02675 ISM)362-2210 ISOLI 362-9802 q5/6'COX SHEATHINGED M cEIUNG JOISTS D M NORTHSIDEDESIGN.COM AY BUILDING PAPER P(MIN-)CLEAR AIR,-TYP 6'O.C. /�/ NORTHSIDEIVCOMCAST.NET ASPHALT ROOF SHINGLESSIMPSON 142.5 CLIP, ONE ADVANTECH PLYWD. 2- 1 9f X II 741' 2x WIND BLOCKS BETWEEN a , PINE CEILING ' PER RAFTER, TYPICAL SUBFLR.GLUED 4 NAILED, LVL, FLUSH - RAFTERS, TMP' I SUBFLR FGLU Y{NAIL 1, TYPICAL Ix FASCIA W TYPICAL STRUCTURAL ENGINEER: 2ND FLOOR.SURFER .—-—.—. —.- ALUMINUM GUTTER 2ND FLOOR SUBFlR .— .—.—.___.—.—. — . TOP OF PLATE _ _ _ _ _ 1x SOFFIT W/VENT TOP OF PLATE_ - TAYLOR - -3-1 3/4'x7 1/4'- - 2- 1 V4'X 11 7/0 R-11 BATT INSULATION IX FRIEZE 3-1 3/4k9 1/4' N LLC LVL HEADER T LVL HEADER 2-I BLOCKING Ire" LVL 3-I 3/4kll Ire' II 3b'TJI FLOOR 3-1 3/4'x7 1/4" LVL, FLUSH SOUND CONTROL II .6'TJI FLOOR c BLOCKING UNDER LVL BEAM, FLU5L1 -JOISTS 16"O.C. AROUND ALL BATHRMS. JOISTS 16,O.C. , I I I DORMER WALL LVL HEADER cONri. b i HEADER UWS P.T.3-2110 ~' ® ® E ~ - . i I HEADER W 1/2"PLYWD. I BETWEEN, TYPICAL M. BEDROOM H a ; SCREEN ;N T o PORCH -ADVANTECH PLYWD. - 2-2X6 BOTTOM I R P _ O SUBFLR.GLUED 4 NAILED, �� - - - -I I 5UBFLR.GLUE[11 A�% 3/4'x11 7/0' 1ST FLOOR SNIBFLR -.-.-.-. TYPICAL 1ST FLOOR SURFER- - ' DECK FRAM ON P.T. �Q TYPICAL BEAM, FLUSH L TO TOP OF FOUND.IID' _.-.-.-. .-.-.--_ _-.-_ __-.-.-.- .-.- '. TOP OF_FouND_I10`-. - _...__._--____- .. E 3-I 3/4'x7 I/4' 11 741"TJI FLOOR 2- 1 Ve X 11 7,6' 610 SKIRTBMRD I P.T.2x10'e!12'D.C.. 2x6's!16'D.C.W/I/2' II Tb"TA FLOOR LVL HEADER JOISTS 16'O.G. LVL, FLUSH PLYWOOD, TYP. JOISTS 16,O.C. 3-1 5/4'117 114" AH'S ROAD 2-2xb P.T SILL - - - I - 2- P.T.2xlo FLUSH LVL HEADER NTERVILLE,MA. - W SILL SEALER BEAM 2-05 T46 TYP. II � W SI P,T SILL rl/SILL SEALER F - e STORAGE 10°THICK x 9'-10'CONCRETE SIMPSON ABU66Z tET-ET El= 2-2X6 P.T SILL Q WALL W/2, #5 BARS TOP � � � q � TITLE W SILL SEALER AND BOTTOM, TYPICAL ALL 4'CONC.SLAB ON MX6 W2.9XW2.9 .WALLS, ON CONTINUOUS Fm BUILDING 10 MIL VAPOR RETARDER TOP I/5 OF SLAB, .: 24'x10'CONCRETE FOOTING - ':' 2-2x6 — — _ .— -- - - - -'—'— —. P.T SILL TOFSLBOD.76'. OLAB10.7 SECTIONS—.- - FINI - PROVIDE 10' DIAM+SONOTUBE W6X6 W2.qEW2.9 99.N SCALE:1/8"=1'-0" 10'TM'�x A'-0' 6"COMPACTED FILL DOWN'TO 20k10' DP. b"COMPACTED FILL TOP Ira OF SLAB CONCRETE WALL FOOTING FOR COLUMN 10'THICK x 9'-10'CONCRETE 4'CONC. SLAB ON Iw THICK0 1 2 4 8 CCOONCR�ETE Fovrn16 SUPPORT ABOVE 10 MIL VAPOR RETARDER ETEYWALL WALL W/2, q5 BARS TOP ON CONT.24110' AND BOTTOM, TYPICAL ALL WALLS, ON CONTINUOUS CONCRETE FOOTING PROJECT#: SHEET f 24"xl0"CONCRETE FOOTING 17-26 A.6 B BUILDING SECTION C BUILDING SECTION DATE: OF FOR CONSTRUCTION 3/6/18 3 GENERAL NOTES sy 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2-1 3/4'x II 71W LVL RIDGE.BEAM - 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS _ OTHERWISE NOTED. 7 P E CONTINUOUS RIDGE VENT 3.CONTRACTOR SHALL VERIFY - - - 13/4"Al 7/8' LVL RIDGE ALL WINDOW ROUGH OPENINGS TOF OFPLATe - -.-.-.-,-,-,-,-,-.-.-.-.-,_.-. -._ PRIOR TO ORDERING WINDOWS. 3-I 3/4'x7 1/4° _ 2xB CEILING_ 5T5 _ - - i 4.CONTRACTOR SHALL VERIFY LVL HEADER �® !16,o.c• - 3-1 3/4'x7 1/4' - ALL DIMENSIONS PRIOR TO � In'GYPSUM N I Ix3 LVL HEADER 2x6 TIES!16'O.C. CONSTRUCTION. CONTRACTOR H FURING!16• F - �� ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT mO, #2 HALL BEDROOM#3 2 2x10 RAFTERS!16"O.C. DIMENSIONS NOT BROUGHT TO i p 5/B'CDX SHEATHING _ •9 K / f 0 - 15V BUILDING PAPER THE ATTENTION OF THE ` ASPHALT ROOF SHINGLES R. 2xIO RAFTERS! ZHD F S,UBFIR LOOR 16.O.C. 51MP50N 142.5 CLIP, ONE 2x WIND BLOCKS TOP OP.PLATE .-.-.--- -.- -.-.-..-.-._ _ _ _ -. h_ __ _ IX FASCIA W/ TOP OF PLATE - - - _ - - PER RA ER,.TYPICAL_.-._.- . BETWEEN RAFTERS 3-1 3/4•x9 1/4'. II'SS'TJI FLOOR � -_--- � 3-f 3/4'x9 1/4, � --_ IX SOFFIT W/VENT LVL HFADER ... _ JOISTS 16"O.G. _____ LVL�H yEAD�ER _ 1 I IX FRIQE5-2XIO .. - •. r _ - _____ 0 0 • ❑L/J ,,l 0 I HEADER pR�- CONTINUOUS P.T.3-2,10 , ' HEADER W/V2'PLYWO, t NO. REVISION DATE p F __ __ (� 1 2xb CEILING 4 BETWEEN,,TYPICAL I 1 AZTtx COMPO ITE M. f i`� 1'B Ym PORCH ; TIES!I6'O.C. a RAILING SYSTEM �T u t-► L! I - - 'U.1 b, I I._ I © COPYRIGHT I - m .. � NORTHSIDE HEREBY EXPRESSLY a i 1tf�,1Y�' I RESECOPYR ES ITS COMMON LAW I Ix DECKING ON P.T. 'Q 1.'1 u o Q NG ON P.T. IST FLOOR 9UL3FLR- - - m= DECK FRAME !f-J �: I 2x10 P.T. DECK 18T FLOOR wBFLR I �: E I THESE PLANS ARE NOT TO BE - — JOISTS! I6'O.C. .- ---_ 1 -.- - - - - -'- - - - - _ . [REPRODUCED,CHANGED OR TOP OF fOUND,_IIIY-. P.Tr2x1015 402 .c- _____ _ 2-2x10 P.T. - _ P.T.2x10 JOISTS O 12'o.c: OPIED IN ANV FORM OR MANNER - ___ 1 1 - FLUSH BEAM I■IO SKIRTBOARD TAININTHEEXPRESSRI3- P.T.2xIO FLUSH II ,6'TJI FLOOR --1 SIMPSON ABUb6Z I 1 IBEAM ° JOISTS Ib'O.G. ----_y - .. I1 '- BEAM Dd0 RMISSIONAND CONSEN OFTEN 2x10 P.T. LEDGER __ -J - � - RTHSIDE DESIGN ASSOCIATES. 1 1 -2)W DIA. - „ PROVIDE 10• DIAM.50NOTUBE - f I 1 LAG BOLTS 16°O.G. -::--:--WET ❑ - - Z DOWN TO 20'x10' DP. FOOTING I1 10'CUSTOM SQUARE 1 BAR/ FOR COLUMN SUPPORT ABOVE COLUMN, BASE 4 CAP "v L: 11 W/ PT 5II .., KITCHEN H i 6'x6•P.T.POSTS - - -L.1 I 1 1 5IMP50N A5L"Z BUILDER: 1 I IO'CUSTOM SQUARE _ I d COLUMN, BASE t GAP 75' 1 W/61x6'P,T,POSTS - I - - - VERIFY AND MAINTAIN - ^ PROVIDE 10'DIAM. SONOTUBE _ TOP OF BU+B 100.76' _ _ _ _ _ 1 - _ - , „ 1 I -n ... ..- ..-.. . .._... .. ..... ...... ...._.:. .:....- 4 FOOTING COVERAGE v= ........ ....... �- W/BIGFOOT FOOTING T A50 FINISH GRADE O' 1 I I BELOW GRADE FOR COLUMN SUPPORT ABOVE:^- 5119PFON ABL"Z - DESIGNER: VERIFY AND MAINTAIN c r IW THICK x:6'-O• ' - ., NORTHSIDE 4' FOOTING COVERAGE y CONCRETE HALL ' B U I L D I N G S E C.T I O N - • - - BELOW GRADE ON CONCRETE FOOTI - ® DESIGN . CONCRETE FOOTING Y,: D - .. _ ASSOCIATES PROVIDE 10°DIAM.SONdTUBE - - BUILDING C T _.• U I L D I N G SECTION C 1 I O N DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN W/BIGFOOT FOOTING(BF25) - .SIDING SEE ELEVATION E - .. FOR COLUMN SUPPORT ABOVE ' v • 'TYVEK'HOUSEWRAP I _ _ 141 MAIN 52-221•VARMOUTHRORT•MA026]S -. I_. (506)362-2210 (608)362-9802 IV CDX PLYWOOD _ I 6 MIL. POLY VAPOR BARRIER � NORTHSIDEDESIGN.COM • 2.6 B 16'D.C. kj'G.W.B. -NORTHSIDE1@COMCAST.NET INSULATION - - I •TtG PLYWD.Sl1BFLOOR - STRUCTURAL ENGINEER: PER CODE GLUE t HAIL TO JOISTS - - T A V LQ R BIT.JOINT FILLER, L5L RIM JOIST OR DBL. PERIMETER 12 _ _ /1 I TOP OFF WITH FLEXIBLE DESIGN LLC JOINT SEALANT - ASPHALT ROOF SHINGLES - MATCH IXISTING DO NOT BACKFILL WALL 113"WSLAB2,9 TOP - UNTIL CONCRETE HAS d IB OF SLAB. - ' . - a ATTAINED 7 DAY STRENGTH ° ' 4'CONC.SLAB - .,. . AND BOTH TOP t BOTTOM - « �•CDX SHEATHING OF WALL ARE PROPERLY - - 5ERCURED. \ .I," i f II TJI JOI - _ !I 'o.a - 10 CLEAR.AIR(MIN.) 20 05 REBARS, CONT. \\/ 4 .9� 2x WIND BLOCKS BETWEEN TOP t BOTTOM .1 .• - RAFTERS, TYP. CARRY DAMPROOFING 6 COMPACTED' (CE AND CARRY U WATER0' FROM EAVE��N� RO TO OVER TOP OF AL. DRIP EDGE CE FOOTING, TYPICAL \ \ 'R O'° P.T. 2x6'e!16'o.c. OVER ICE t WATER BARRIER JAH'S ROAD a 2.4 KEYWAY -.4 e ° / / - - INSULATION PER CODE RVILLE,MA. .e'° /\\/\//\ ALUMIN.GUTTER n a \ 2-2xb P.T. SILL _ 05 DOWEL!12'O.C. �e - _ ,SILL SEALER - - - GWB w/SKIM COAT PLASTER 4 � Ix STRAPPING!16"O.G. \\//\\/\\/ IV CDX P.T. PLYWD. - CORA-VENT STRIP VENT - gIMP.ON H2.5 CLIP, ONE 2' ° ° \/\// BOTTOM 6' PER RAFTER, TYPICAL TITLE: 1, / ppI� e a BED MOLDING SECTIONS& I'/FT.SLOPE, PROVIDE - m 0 i ° b(FRIEZE \\ \ WHERE No GUTTERS .. '1��_ a 51DING DETAILS 12•BED OF�'STONE i AND ALL OP�s TYP. �y SCALE:1/8"=1'-0" NOTE, FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED ANCHOR BOLTS 1 36'O.C. GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, - - - MIN.7' WORB LT 0 1 2 4 8 VEGETATIVE OR ORGANIC MATERIAL. NOTIFY - I. .a. .. MIN.7 0-1 PLATE WASHER I CA A A I ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS - ARE ENCOUNTERED. DAMPROOFING BLOW GRADE , a SCALE I-1/2° I'-O° PROJECT#: SHEET 4 TYPICAL SLAB t FOOTING ,zzs A.7 SCALE 1-1/2' - P-O" UTYPICAL SILL D>=TAIL FOR CONSTRUCTION DATE. OF 213 SCALE I-I/2° m I'-O° 3/6/18 ` GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. ` 2.ALL INTERIOR WALLS SHALL - - BE 2x4 @ 16"O.C.UNLESS - OTHERWISE NOTED. TYPICAL EXTERIOR 3.CONTRACTOR SHALL VERIFY WALL CONSTRUCTION ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. -. COORD. DIM. / 4.CONTRACTOR SHALL VERIFY 6'APRON THICKEN TO 6' DOOR LOCATION - _ ALUMINUM FLASHING DIMENSIONSALL- PRIOR TO •DOOR&EKING - CONSTRUCTION. CONTRACTOR GARAGE DOOR - SHINGLE RIDGE CAP ASSUMES RESPONSIBILITY FOR 2--0. 2110 P.T. LEDGER ANY MISSING OR INCORRECT ROLL VENT - w/2)%- DIA. - DIMENSIONS NOT BROUGHT TO LAG BOLTS 16'O.C, THE ATTENTION OF THE RIDGE BOARD GSTRUCTURAL-- DESIGNER. GALV..ANGLE w/#4 15u FELT PAPER SIZES MAY VARY) II J•TJI JOI T ANCHORS•3'-0" 51W CDX PLYWOOD •1 o.c. . O.C. MAX. - RAFTER VENT WHERE IN5UL. W6X6 W2 gXW2A (MIN. I•CLEAR AIR) - a TOP 1/3 OF SLAB _ 12 , 2.10 P.T. DECK _ . - 2x10 RAFTERS 0 16'O.C. Q8 JOIST,12'o.c.:. - -, INSULATION PER CODE - .- - .. t. - P.T. 2x6'5•16'0.c. NO. REVISION DATE GALV yl• J - © COPYRIGHT m '.d .•° r •RANGAERS, TYPIICAL ` •G.W.B. NORTHSIDE HEREBY EXPRESSLY . ° . . - d .:...�„`., ". Z.µ�y,.y.,•,,: 2114 KEYWAY _ - RESERVES ITS COMMON LAW COPYRIGHT. .•,ry •'.a,, +K^ v4 v ,�•5• y - - THESE PLANS ARE NOT TO BE LI'... a -` ,:r. ° •,a-•-•�•+', _.� - REPRODUCED,CHANGED OR P < .�--L'••-a:^"i,°%;ra.: :D ° �>� - .- - COPIED IN FORM I OR MANNER 2•#5 REBARS, CONT.. ;K=t1' �ti w;- i+-°- '' v.,:- • ;. - WHATSOEVER WITHOUT FIRST::i ��:.. tea'_ :y •::a ,.�+• �`• �� d. rY'`/\\\ \\� - - 4II OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF 6'COMP: FILL ji . • 11° • CONSENT OF NORTHSIDE DESIAN.GN ASSOCIATES. \\\/ /\ /\/ / /\/\ a \ �/ \ / /. ENT DETAIL \j\/�\\\��\ \\j\\ \/ r �F1TYP-)TYPICAL °RID E V _ J SCALE 1-1/2° - P-O'. . .. BUILDER: d - ��GARAGE APRON DETAIL SCALE 1-1/2' - P-0° , ' TYPICAL DECK LEDGER DESIGNER: NORTI-ISIDE i SCALE 1=1/2' P-0° '. DESIGN . COMPOSITE DECKING - y - _ - - - - ASSOCIATES - • DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 - ISM)362-2210 ISM)362-9602 - 3/4'COMPOSITE TRIM - CONCRETE fc 3,000 pal•25 DAYS % P.T/ DECK a NORTHSIDEDESIGN.COM JOIST$12'O,G. -' REINF,fy 40 kai NORTHSIDEl@COMCAST.NET SEE FRAMING PLAN .I 3-2x10 P.T.HEADER I'-6' A55UMED BRG.CAPACITY 1 1/2 TONS/SF " 2, - STRUCTURAL ENGINEER: 2'MINIMUM COVER - 10'CONCRETE RETAINING - TAYLOR WALL W/STONE VENEER /\ T it4•12.O.C.HORIZONTAL - • -' IGN LLC 646'P.T. P05T %/\\\� 2'WEEP HOLES B'O.C. ' ,..o'• --. \`�\\y\��//\\ a ..#7 i'.12'D.C.VERTICAL _ - • 51MP50N ABU66„� !k '� \//\\/%� I STONEND s go PROVIDE 10•DIAM.SONOTUEIE. _ W/BIGFODT FOOTING(BF20)OR(BF%) - \ \`\\ / /.✓///\/\ /\/ 3' f $ FOR cowrlN SUPPORT ABOVE W /\ /�j� \i j - NTO CE 2.4 KEYWAY IJAH'S ROAD NTERVILLE,MA. TITLE: BUILDING DETAILS SCALE:1/8"=V-0" r: TYPICAL PORCH POST DETAIL �(�� RETAINING WALL- 41-011 TO 61-011 0 1 2 4 8 SCALE 3/4' - P-O' PROJECT#: SHEET 17-26 A.8 DATE: OF FOR CONSTRUCTION 3s/,B 13 GENERAL NOTES • • 1.ALL EXTERIOR-WALLS SHALL - - BE 2x6 @ 16"O.C.UNLESS - OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL - BE 2x4 @ 16"O.C.UNLESS - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY - I ALL WINDOW ROUGH OPENINGS DBL TOP PLATE PRIOR TO ORDERING WINDOWS. ,4:CONTRACTOR SHALL VERIFY ti I ALL DIMENSIONS PRIOR TO RAFTER® 16' O.C. - '1"� I CONSTRUCTION. CONTRACTOR 2.6 VOL:TOP PLATE Q. - - ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT - - DIMENSIONS NOT BROUGHT TO •SIMPSON SP6(20 GA.) .i I 2x STUDS® I6° O.G. THE ATTENTION OF THE - °o H2.5 0 EA. RAFTER DESIGNER. 2. STUDS® 16' O.C. ° TOP PLATE •yam ^J DBL BTM PLATE HEADER _ ' FULL HGT. STUD NDR UPLIFT STRAP f " NO. REVISION DATE . - —JACK STUD RIM JOIST WINDOW SILL _ TM - © COPYRIGHT PLATE _ - - 71 - NORTHSIDE HEREBY EXPRESSLY A AFTER TO PLATE CONNECTION LOOR JOISTS RESERVES ITS COMMON LAW COPYRIGHT. SCALE.N.T.S. - 5/6' ANCHOR BOLTS 36" O.G. `" - - do2- 2" THESE PLANS ARE NOT TO BE MIN. 7"'EMBEDMENT -. - - SILL PLATE REPRODUCED,CHANGED OR _ w/3'x3'xl/4' PLATE WASHER COPIED IN ANY FORM OR MANNER THE EXPRESS W ST OBTAINING RITTEN - II 12 GA.ANCHORS TYP. - n PERMISSION AND CONSENT OF WHATSOEVER WTHOUT" - - - - 1/2' COX. SHEATHING - DBLBTM.PLATE SILL PLATE TO TOP PLATE NORTHSIDE DESIGN ASSOCIATES. II SEE NAILING SCHEDULE I - - 5/8' ANCHOR BOLTS® 36' O.G. - BUILDER: . - MIN. 7" EMBEDMENT. ..a. w/3°x3'xl/4' PLATE WASHER - II B UDS 4 HEADER S �C SILL TO PLATE CONNECTION wl SHEATHING SCALE.N.T.S. SCALE.-N.T.5.. v DESIGNER: NORTHSIDE DESIGN ASSOCIATES `r JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING , - L - - DLSTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN COMMON NAILS BOX NAILS - _ - 141MAINSTREET•YARMOUTHPORT^MA02675 - - (503)362-2210 (5M)362-9R02 - - - NORTHSIDEDESIGN.COM ROOF FRAMING NORTHSIDEl®[OMCAST.NEi BLACKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED - 2-16d 3-16d EACH END - TRUCTURAL ENGINEER: WALL FRAMING - P F - 1/2' CDX SHEATHING CONTINUOUS HEADER S ,. .. .� ® MULTIPLE OPENINGS TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED)_ _.. 4-16d 7F- _5-16d AT JOINTS •. - -- T .. STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. - N LLC HEADER TO HEADER(FACE NAILED) Ibd 16d 24'O.C.ALONG EDGES - - \\A FLOOR FRAMING JOIST TO SILLS TOP PLATE OR GIRDER(TOE NAILED) ,. 4-5d 4-I0d • PER JOIST ' s - BEAM'4 STRAP .. - NAIL 8d COMMON. EXTEND HEADER . BLOCKING TO JOIST (TOE NAILED) 2-8d 2-I0d EACH END S - -NAILS 6 3' O.G. TO KING STUD TA BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK - - LSTA 0 EA. RAFTER - " LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 5-Ibd 4-I6d EACH J015T p'p 2- 5/8' ANGHOR BOLTS NAIL TOP PLATE J015T ON LEDGER TO BEAM(TOE NAILED) 3-8d - 3-IOd PER JOIST - DISTANCE w/ 3"x3' PLATE WASHERS TO BTM, OF HDR. BAND JOIST TO J015T(END NAILED) 3-Ibd 4-16d PER JOIST - �\ - - - 2.ROWS 16d NAILS r P D BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT 2 R O.G. OPENING ROOF SHEATHING O WOOD STRUCTURAL PANELS y o/ .� .RIDGE BEAM FOUNDATION if �1.II, LIJAH'$ROAD RAFTERS OR TRUSSES SPACED UP TO 16'O.G. ed IOd 6' EDGE/6' FIELD - l/,—, - - ' - il. - CENTERVILLE,MA. RAFTERS OR TRUSSES SPACED OVER 16"O.C. ad I0d 4' EDGE/6' FIELD NOTE. - RIDGE STRAPS ARE NOT GABLE ENDWALL RAKE OR RAKE TRU55 w/°GABLE OVERHANG Ed IOd 6' EDGE/6' FIELD REQUIRED WHEN COLLAR TIES OF • . GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL 8d IOd 6' EDGE/6'FIELD NOMINAL Ix6 OR 2x4 LUMBER OUTLOOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRL155 w/LOOKOUT BLOCKS 5d I0d 4' EDGE/4'FIELD - - THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS U51NG 5)IOd NAILS EACH END CEILING SHEATHING � NA OW WA BRACINGTITLE: GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10' FIELD SCALE.N.T.S. _ TIE DOWN WALL SHEATHING ID E BAND STRAP DETAILS WOOD STRUCTURAL PANELS SCALE,N.T.5. STUDS SPACED UP TO 24'O.C. 8d IOd 6' EDGE/12'FIELD - ' SCALE:1/8"=1'-0" l X2'AND-W FIBERBOARD PANELS 8d _ 3• EDGE/6' FIELD 'GYPSUM WALLBOARD 5d COOLERS 7' EDGE/10' FIELD 0 1 2 4 8 FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS A V OR LESS 8d IOd 6' EDGE/1' FIELD - _ 17-26 H 9 GREATER THAN V IOd 16d 6' EDGE/6' FIELD - FOR CONSTRUCTION DATE: OF 3/6/18 13 GENERALNOTES • O, 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. q - A.6 4.CONTRACTORS SHALL VERIFY ALL DIMENSIONS PRIOR TO 3- 10 HDR. CONSTRUCTION.CONTRACTOR Tn,. U.N.O. -ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT I POST TD E IMENSIONS NOT ATTENTION OF THE TO .. PC 5T nI II F — — — — DESIGNER. III II II 1ST UN*R Posr1 s I s III If I L w L.STUD a I I II POCKETS I II 3b TJI FLOOR JOISTS O I6'o, I I II I 3-1 Vex11 W LVL _ _ CONMINUOU5 NOR. C POST I 4'x4'x.25' I I II II 35 All FLOOR JOIST6 16•o.c. I NO. REVISION DATE A.6 ON. COLUMN DN. -1 V4 x II. I I 4 4.x PO5T DBL, STUD /5' LVL I __ LU __ __ © COPYRIGHT - DN. POCKETS USH BEAR = II - _ _ — — ,T § - NORTHSIDE HEREBY EXPRESSLY _ ? _ _ RESERVES ITS COMMON LAW �' N COPYRIGHT. y — I THESE PLANS ARE NOT TO BE 3} 3/ x7 4' I T ,B. 2-I 17 ' L 6 T WI 39 TE L LY H D D I. FLU I bx6 I�I B YI REPRODUCED,CHANGED OR 3-1 3/4°:9 1/4° I. T I I POS �I. DR(PIPEI WHATSOEVER WI HOU COPIED IN ANY FORM TFIRST ER LVL HEADER PDN TTIF _ I I 11 I _ OBTAINING THE EXPRESS WRITTEN 1 I PERMISSION AND CONSENT OF II II n u n n n II II 36 TJI FLOOR JOISTS O 16'o.c.l I c I -I 'x 1 7/3 LV I - NORTHSIDE DESIGN ASSOCIATES. I II II II II II I DBL.STUD - P/4'xl 7/3' VL I u _JL u___1L_Jl_ "_: 1L___ POCKETS I B I nAl AM u$,,-ICI{� I FLUSH 1% 11 • VL II Al JI FLOOR JOISTS O I o.c. II II - II�--I II II II II II II - I - II it 11 II it II II -11 II � II I � BUILDER: II II II II II' II. II II II 4NUEJ 'x /5'Po T B7/1 LV 11DN 4x4 4'xl W LV E FL EA - F ' II 11 Ir II II II II' II „ ON• II I PO T II II II II II II II it 3-1 3/4'xll 7/5' JL _ - II II II II II II II II --- -------- - II II II II JI II 11 II o LVL HEADER O II II II II II II II II -1 r4 x1 7 LV x4 6x6 POST .. II II II II II II II 11 �Y - - II II II it II II. II II 04 D N. ................ ....... ...s...EA... ...... ...... ...... . 2-..1..� IL. '..� .6... ...... .... II....2.J.. '11.1. '. .A.: ............ ....I .. .................... D UN ER u T ... A DESIGNER: u u. •n n u u u A.7 II A.7 NORTHSIDE II II u. II' a II -II. II IIII Ig TJI FLOOR JOISTS Y I6'o.c.-II u u u u u u DESIGN - uON ASSOCIATES II II II II II II. II 3-1 3/4'x9 1/4' I LVL HEADER I II - - Y DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN n it n r 1r n T--- I. II J n u n u u II II II II II II II II II DBL. SLi TUD II II 31'-b' 141 MAIN STREET'YARMOUTHPORT•MA026]5 u u •'u+ u u u u u POCKET$ I 362-2210 NORTHSIDEDESIGNSCOM62-9802 SDR - D I NORTHSIDE19COMCASTAU P05 T I B Is STRUCTURAL ENGINEER: -- - - -- -- - -- -- -- _- - -- -- - - - - -- - - ❑ TAYLOR T i 3-I 3/4'x9 I/4' T .. - SIGN LLC .. N. 'LVL HEADER ON. ❑ ❑ 0❑ ❑ ❑ TYPICAL LVL/GLULAM BOLTING/NAILING 361-0. MULTI 1 3/4" BEAMS a p r INTO E ..........................._.......... ................................................... E CE A.7 A.7 ' 2 PIECE5 D-4' 2 ROWS OF 16D NAILS 0 12'O.C. _ IJAH'S ROAD NTERVILLE,MA. C 2e 3 PIECE5 D-4' 2 ROWS OF 1/2' DIAM BOLTS O 12'O.C. TITLE SECOND FLOOR -- 2' FRAMING PLAN - SCALE:1/8„=1'-01 0 1 2 4 8 SECOND FLOOR FRAMING PLAN PROJECT#: SHEET r 17.26 S.1 FOR CONSTRUCTION DATE: OF 3/6/18 13 GENERAL NOTES -. - •' • • _"�' 1.ALL EXTERIOR WALLS SHALL - _ - - BE 2x6 @ 16"O.C.UNLESS �b OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL 12'-0' 24'-0' S1_b. - 26'_0' BE 2x4 @ 16"D.C.UNLESS OTHERWISE NOTED. - 12'-0' - 12'-0' 13'-0' 13'-O' 3.CONTRACTOR SHALL VERIFY y - ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 6X6 P05T A 4.CONTRACTOR SHALL VERIFY UP TO 6 POSTALL DIMENSIONS ROOF BRACING 4'O.C. I RIDGE BEAM A.6 U TO - CONSTRUCTION. CONTRACTOR FIRST TWO JOIST P05T ON. R DGE BEAM , ASSUMES RESPONSIBILITY FOR SPACES, TYPICAL - - - POST ON. T ON. _ _ - _ _ _ _ _ _ _ _ _ _ _ ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE POST _ I \ rh- J / - DESIGNER. II 7:1 \ I_ - A.6 6,2 L L V LL — — L 2 1 3 kll 7 T I tT- r 2x o i'-or. LVL�EA I—r 2.40 a I6"o NO. REVISION DATE x m m 6x6 P0 T i 1 T L II 1 111 7- IL ON 4z I O COPYRIGHT - RI E II III Bs I O. NORTHSIDE HEREBY EXPRESSLY _ RESERVES ITS COMMON LAW -1r - COPYRIGHT. - / a THESE PLANS ARE NOT TO BE _ 6X6 POST REPRODUCED,CHANGED OR L L ,z III I 2-1 V4'.I T.b RIDGE BEAM COPIED IN ANY FORM OR MANNER _ 4x6 POST WHATSOEVER WITHOUT FIRST L 1 V xL1 7 — 2x10' e I ' '° I IO'S a o.. I _ OBTAINING THE EXPRESS WRITTEN _ \ I I kll 7,b' VL I I PERMISSION AND CONSENT OF TTT lu \ / DIG B 2z8 NAILED I / I t NORTHSIDE DESIGN ASSOCIATES. -rLl o I I / J �W 2-m E 2xlo FTERS a 16'o.c II -I I WL BEAN .o \ I BUILDER: VL A lHPOST / - I / o RAFTERS a lb•O.G. ALI+ UP TO T I I �I VEB ' L L RI E ' p RIDGE BEAM I I — — — — — ! _ I _ SL T DN. T ON. O.C. - D I € I FD 6 6 POST �Ac ITT DESIGNE.. ... ........ . ..... ............. . ..................... .. .... ...... POCKET ...... To NORTHSIDE ROOF B ING 4'OFIRST JOISTTYPA,7 I UP TO I DGE BEAM POST RI E EA A.6 DESIGN - DN. POST o 13'-0' 131_O. ASSOCIATES O - - DISTINCTIVE RESIDENTIAL&COMNIMAL DESIGN :" 26'-0' 101 MAIN STREET'YARMOUTHPORT•MA 02675 (508)362-2210 (SW)362-W2 .. I IIIL I DEI@COMCAST.NET SOL D I - - NORT NORTH51 I5T - STRUCTURAL ENGINEER: CONTINUOUS P.T.3-2x10 - - TAYLOR HEADER W/1/2'PLYWD. - - BETWEEN, TYPICAL SIGN LLC 6X6 iPO5T RIDGE BEAMLAY-ON tOW _�[% 0 o I6' ,C. '- II 2,10 RAFTERS a 16'o.c. I . CONTINUOUS P.T. =� - 1LEADER W/1/2• — — a PLYWD.BETWEEN, - _m iN TYPICAL 6i - - Cw 6x6 P.T. CONTINUOUS P.T.3-2z10 TYPICAL LVL/GLULAM BOLTINGMAILING 2 OS K K POST TYP. HEADER W/1/2'PLYWD. + INTO BETWEEN,I,TYPICAL MULTI 1314" BEAMS - " E A _ fi E 1 i Ci E A.7 A.7 LIJAH'S ROAD -— -—.—.— —- - - 2 PIECES D74' 2 ROWS OF 16D NAILS a 12'O.C. - ERVILLE,MA. 6X6 POST CONTINUOUS P.T.3-2z10 ROOF BRACING O.C, UP TO HEADER W/1/2'PLYWD. - II - FIRST TWO JOISTC RIDGE BEAM BETWEEN, TYPICAL -- - - SPACES, TYPICA __= TITLE: B'-O' B'-o• - _ - 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS O 12'O.C. - ROOF FRAMING PLAN 25'-9' _ SCALE:1/8"=V-0" • 0 1 2 4 8 Fi� ROOF FRAMING PLAN PROJECT#: SHcEET 17-26 S.2 FOR CONSTRUCTION DATE: OF , `3,6/16 13 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL CENTERVILLE M A BE 2x4 @O C.UNLESS 395 CAP ' N LIJAH ' S ROADOTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO Ir CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. NEW HOUSE CONSTRUCTION TYPICAL NOTES DRAWINGS NO.t REVISION DATE m COPYRIGHT I.CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5.PROPOSED C — COVER SHEET NORTHSIDE HEREBY EXPRESSLY CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY - RESERVES ITS COMMON LAW DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. AO - FOUNDATION/ FIRST FLOOR COPYRIGHT. FRAMING PLAN THESE PLANS ARE NOT TO BE 2.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME THROUGHOUT _ REPRODUCED,CHANGED OR CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND THAT MAY AI — BASEMENT PLAN COPIED IN ANY FORM OR MANNER PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION OF PROPOSED A2 — FIRST FLOOR PLAN WHATSOEVER WITHOUT FIRST BUILDING.CONTRACTOR SHALL NOTIFY DESIGNER OF SUCH PRIOR TO - OBTAINING THE EXPRESS WRITTEN MAKING ANY ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING A3 — SECOND FLOOR PLAN PERMISSION AND CONSENT OF AS PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. NORTHSIDE DESIGN ASSOCIATES. 3.STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION A4 - ELEVATIONS (2) WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR A5 - ELEVATIONS (2) BUILDER: WALL PLASTER BOARD/FINISH. AG - BUILDING SECTIONS A7 - BUILDING SECTIONS $ DETAILS A8 - BUILDING DETAILS Aq - TIE DONN DETAILS FOUNDATION NOTES SI - SECOND FLOOR FRAMING PLAN DESIGNER: NORTHSIDE I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE 52 — ROOF FRAMING PLAN DESIGN 'h F.,-3000 psi, W/2@#5 BARS TOP E BOTTOM, FOUNDATION WALL TO BE ON 10°x24" STRIP FOOTING. PROVIDE 30#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY. ASSOCIATES PROVIDE#5 VERTICAL DOWELS OR 24" O.C. EXTENDED V-6" MIN. ABOVE TOP OF FOOTING. PROVIDE W ANCHOR BOLTS @ DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 36° O.C. MAX. MIN. 7" EMBEDMENT W/3°x3°xY°PLATE 141 MAIN STREET•VApMOUTHPORT•MA02675 rH WASHER. NOTE: CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS Isosl ssz-zzlo 1500136zAso2 2. ALL STRUCTURAL STEEL COLUMNS TO BE 36"CONCRETE WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE. ALL NO RTHSIDEDESIGN.COM FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW. WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL NORTHSIDE1@COMCAST.NET PROVIDE 6"xVx%" CAP PLATE t 7"xl2"x% BASE PLATE W/2@ COMPLY WITH THE REQUIREMENTS OF ?14 DIA. BOLTS. WELD ALL CONNECTIONS. FOOTINGS TO BE ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING 36°x36°x12° SQUARE CONCRETE W/3@#5 BARS EACH WAY. AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF PSTRUCTURAL ENGINEER: A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN TAYLOR ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. CONCRETE SLAB TO BE 4" POURED CONCRETE DESIGN LLC COMPACTED FILL. PROVIDE CONTRACTION JOINTS I"" DEEP AT COLUMN LINES.CUT W/"EARLY ENTRY'SAW. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS - STAMP: REQUIRED BY CODE (WINDOWS OR MECHANICAL) I 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION SMOKE DETECTORS REVIEWED WALLS MAINTAIN 4'-0'MINIMUM COVER. - C 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF r�GG SSL S 0 I, STEEL BEAMS (TYP.). BARNSTABLE BUILDING DEPT. DA E PROJECPROPOSED �v\ , SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. ANDREA PINTO '�v 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR RESIDENCE 1\\\ ``\�"JJJ DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLEA,aA..r/ 395 CAP'N LIJAH'S ROAD DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE FIRE DEPARTMENT DATE cENTN LIJA ' ROAD DESIGNER BECOME THE RESPONSIBILITY OF THE - CONTRACTOR. BOTH SIGNATURES ARE REQUIRED FOR PERMITTING II.GARAGE AND OTHER FILLED FOUNDATIONS. 10" POURED CONCRETE WALL W/2@#5 TOP AND BOTTOM BARS. FORM FOUNDATION ON 20°x10° STRIP FOOTING, PROVIDE 20 tt5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS. PROVIDE TIZAN51TION REINFORCING W/tt5.BARS SPACED @ �} TITLE 12°O.C. VERTICALLY, PROVIDE V" x 12° ANCHOR BOLTS @ 36" I t/J yp'�r�y rY/Mt O.C. MAX. MIN. EMBEDMENT W/3°x3"A4"PLATE WASHER. O ISI 10 COVER SHEET 'u'ww°r"'�w•a Barnstable Bldg. Dept. SCALE:,/8"=,'-D" 11 `� 0 , 2 4 8 Approved by: 777N PROJECT#: SHEET 78b1S���8 �0JI�1Permit ,�-25 #: C � FOR CONSTRUCTION DATE: OF 5/29/18 03 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 7T-6" 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS 10'-0" 12'-0" 24'-0" 5'-6° 26'-0" OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 6'-0" b'-o" 12'-0° b'-o" ALL WINDOW ROUGH OPENINGS STONE VENEER A . PRIOR TO ORDERING WINDOWS. RETAINING WALL�� A 6 4.CONTRACTOR SHALL VERIFY \ WINDOW AREAWAY W/. ALL DIMENSIONS PRIOR TO GRAVEL BED, TYPICAL in CONSTRUCTION.CONTRACTOR _ _-__________ __ _________ ASSUMES RESPONSIBILITY FOR ...- ,.. _ _ _ - ANY MISSING OR INCORRECT ..... . \ - ' I I ' - DIMENSIONS NOT BROUGHT TO —— —— — �� — ----------- —-—————- I THE DESIGNER.TION OF THE DROP TOP — I o... ' AT OPENIG I" DEER CONTRACTION B JOINT CUT WITHEARLY ENTRY SAW................... ............................... 11 TJI FLOOR J015T5 @ I(.' A I II N I I ( 1 = i PITCH DID! PER FOOT I I - I TOWARDS;DOORS I NZ xZ A•6 I o I I I I 0. T5 4"z4 x.25" I E 4 II I NJo NO. REVISION DATE 9' COLUMN ON. 4 I3 21'-B" Z 75574 w P U © COPYRIGHT 2-P.T. 2z10's ——————J 2 B RI G ALL ON _—__y—— —————— o NORTHSIDE HEREBY EXPRESSLY ---- L--- __ __ _ _—— 2 "Wzl "D ON INU US ______ _________}______- v - - -——— - - COMMON LAW 5 R1�f �_ _ TSw I I W1Ox39 STEEL GARAGE SLABTHESE PLANS ARE NOT TO BE BEAM ABOVE,� -- - -' — _ _ __ __ - 1 in I I DROPPED I 4" pCDRB RETARDER R ER ON 10 MIL 01, I I REPRODUCED,CHANGED A - I BACKFILIc WITH CLEAN COPIED IN ANY FORM OR MANNER I ——— 9 —— 1— —-� I COMPACTED FILL I I OBTAIN NG THE XPRESS WHATS EVER WITHOUT WRITTEN III II ST TJ b @ I6° 3 I �, II 8" VL PERMISSION AND CONSENT OF H D 1 I 110" THICK:x 4'-B" (MIN.) I I `? CONCRETE FNDN WALL I NORTHSIDE DESIGN ASSOCIATES. 1 1 II 2 I �'q"II 7 B° VL iv ON CONTINUOUS 24°x101 1 \ \ 2 1 �',xII /B° VL B F SH B I I I - - CONCRETE FOOTING. I JG sH B M DII e II 7 I I I I ;6° ANCHOR BOLTS @ 36° BUILDER: CR E FI LE 6 I I I O.C. MIN.i7" EMBEDMENT I z LL UON12II T5 ,5 TJI FLOOR JOISTS @ 16" o W/3"x3"x Y4 PLATEIz10' °xl2° NC E .c- FO I II 4 13 I I - I —————— I WASHER (TYP.) ——_j 41 3 SIr r — -- —'-- ---- Q aLAL i ill�o ------�--- — — r — -- -- ----- -- --- FN � L iL _ _ J __ __.... ...... .....TT7 . ...... ...... ...... .. D... ...... ..... ...... ..........A.7 II IJ4 _ . T �."...... . I A 1 I A.7 I DESIGNER: III OP ED II I q•g NORTHSIDE I I �I� o A E E T B I° DEEP NT CT ON 2p_ DESIGN W xb 2.9 W2. TO k I 4 C C. ON INT CU WI H RL o / I O SLAB, PI AL 6 MIL VA OR ET RD E TR SA I I I 1 ASSOCIATES \ a tV II I I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN \ / r I' I I 141 MAIN STREET•YARMOUTHPORT•MA02675 n p G LV. HANGERS I ® I I ISM)362-2210 1506)362-9 2 �7w III T p. 11 7A TJI FLOOR JOISTS @ I(. o.c. N I 3-2x10 P.T. GIRT, t-a jll X'a FLUSH FRAMED I NORTHSIDEDESIGN.COM 2 10 P.T. LEDGER 10°TK 9'- ° w p I I NORTHSIDEI@COMCAST.NET 5/B" AN HO BO TS 36 O. NCR TE AL G BOLTS I; O.G. MIN. 7" MB DM T NTI UOU 24 xi2" O I w 6x6 P.T. POSTw/3 x3"z/4° LA W SH NCR E ING JZ "'v TYPICAL STONE VENEER STRUCTURAL ENGINEER: — —— —— — —— RETAINING WALL' I 'll — �_ I 10" THICK x 4'-B° I TAYLOR • �, I I CONCRETE WALL ON ICONTINUOUS 20NIO I I CONCRETE FOOTING DESIGN LLC -�oN �I I I II 2x0R.T. LEDGER T LPV H NG R II I _ FOUNDATION NOTES: 3-2x10 P.T. GIRT II 1 2 2z10 P.T. L s b" O.C. STAMP: m �I 1 I FLUS FRAMEII in BEAM, FLUSH II 111111 I. MAIN FOUNDATION WALLS TO BE 10° POURED CONCRETE fc'�3000 psi, e-2xIO P.T. GIRT II I I W/2@ tt5 BARS TOP 4 BOTTOM, FOUNDATION WALL TO BE ON 10°x20° QI I J J \ I STRIP FOOTING. PROVIDE 3@ tt5 HORIZ. BARS CONTINUOUS IN STRIP _ = FOOTING W/KEYWAY. PROVIDE at5 VERTICAL DOWELS @ 24°O.C. N hzb P.T. POST \ \ \ I EXTENDED 3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE%"ANCHOR III 3-2x10 P.T. T, BOLTS @ 36° O.C. MAX. MIN. 7" EMBEDMENT W/3°x3NY, PLATE WASHER. o- I 7PIIALIp 3-2x10 P.T. GIR , FLUSH FRAM D I I PROJECT: III I FLUSH FRAMED I 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3I�°CONCRETE FILLED PROPOSED 1 PROVIDE 10" IAM. I LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x%"CAP III I 2-2x10 P.T. GIRT, IQ 50NOTUBE W BIGFOOT I I PLATE 4 7"x12"x'% BASE PLATE W/2@%' DIA. BOLTS. WELD ALL ANDREA PINTO E /I H�RAq V A7 FOOTING PO T FOR \ \\ BARS EACH WAY.OTINGS TO BE 36"x36"x 12° SQUARE CONCRETE W/3@ tt5 RESIDENCE A.7 I 1 ... t................ .............. .. .................................. POST SUPPORT ABOVE 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. STONE VENEERS 395 CAP'N LIJAH'S ROAD RETAINING WALL 4. CONCRETE SLAB TO BE 4° POURED CONCRETE ON COMPACTED FILL. CENTERVILLE,.MA. PROVIDE IO" DIAM. I I PROVIDE CONTRACTION JOINTS I" DEEP AT COLUMN LINES. CUT W/ SONOTUSE W/BIGFOOS I °EARLY ENTRY" SAW. FOOTING (BF2B) FORT POST SUPPORT ABO\AE I C 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY I A.6 CODE (WINDOWS OR MECHANICAL) 73/4n 9�-4y4. I B'-O' 7'-4�q° 73/4" b'-93/q° b,_�4n 6'-�4" 6�_d1.4" TITLE 6. ONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN \ \ 4'-0, MINIMUM COVER. FOUNDATION 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL PLAN \ \ BEAMS (TYP.). PLAN STONE VENEER\ \ B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL SCALE:1/6"=1'-0" RETAINING WALL\ \ COLUMNS. \ PROPOSED AREA q. LE DRAWINGS FOR DIMENSONS. ANY MISSINNG,,IINCORRECT ORCTOR SHALLNOUEOT S IAONABLEE DIMENSIONS NOT BIROUGHT TO c 0 1 2 4 8 1ST FLOOR LIVING 1394 SF THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE 2ND FLOOR LIVING 1496 SF CONTRACTOR. �� F O U N D A T I O N PLAN PROJECT#: SHEET BASEMENT LIVING 662 SF II. GARAGE AND OTHER FILLED FOUNDATIONS /� TOTAL LIVING AREA 3,752 SF 10" POURED CONCRETE WALL W/2@ tt5 TOP AND BOTTOM BARS. FORM 17-26 A.O FOUNDATION ON 20°x10" STRIP FOOTING. PROVIDE 2@ tt5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO FOR CONSTRUCTION GARAGE 520 SF MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/tt5 BARS OF DECK/SCREEN PORCH 821 SF SPACED 1 O.C. VERTICALLY. PROVIDE x 12° ANCHOR BOLTS @ 36° DATE: O.C. MAX.. MIN. EMBEDMENT W/3°x3°xYq PLATE WASHER. 5/29/16 13 TOTAL AREA 5,093 SF GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS 10'-0" 12'-0" 24'-0° 9'-10" 21'-B" OTHERWISE NOTED. 6'-O" b'-O" 6'-0° 12'-0° g'_p" 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS STONE VENEER PRIOR TO ORDERING WINDOWS. A RETAINING WALL A fi 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR 2617 4017 ASSUMES RESPONSIBILITY FOR ---- •- ANY MISSING OR INCORRECT DIMENSIONS , NOT BROUGHT TO OUTLINE OF THE ATTENTION OF THE GARAGE ABOVE DESIGNER. o I o � I g g I A.6 I A 6 PROPOSED o NO. REVISION DATE OUTLINE OF STORAGE I _ DECK ABOVE C COPYRIGHT -___ _______ TN2 Tw2ggs I NORTHSIDE HEREBY EXPRESSLY �� I RESERVES ITS COMMON LAW I COPYRIGHT. 1 3 THESE PLANS ARE NOT TO BE o I REPRODUCED,CHANGED OR rt� I m COPIED IN ANY FORM OR MANNER I '$ WHATSOEVER WITHOUT FIRST ;y OBTAINING THE EXPRESS it II I , WRT E IES PERMISSION AND CONSENT O II 111 it II II II o NORTHSIDE DESIGN ASSOCIATES. II II II II II II II n n____1L___A____D____1L__ n____1L___al____II____1L__ u - II II II II II II II II It II II II II II 11 1 II II II II II II II II I � I BUILDER: II 11 a II 11 u u 11 1 �? I u 11 n n u u u II 1 -- II II II II II II 11 II I FULL HGT. II II II II II II II II I 14'-Oy2° 4.4 OST II II II II II II II II I — II II II II II II II II I _ II II II II II II II II I qq - - - - - ® — ———————— J II II II II II II II II I L5 PROPOSED FULL ev uInIII nIuIII uIuIII uIIII uInIII IIuIIII uIuIII nInIII -111—- A. HGT +---1F-n--IF-x--+F-1--1F FAMILY 4.4 POST' IN p RO.OM °Q .. ...................................... .....111 ................ . p.7 DESIG : II II II II II II II II PROPOSED NORTHSIDE II II II II II II II II I �? WET BAR/ o DESIGN II II II II II II II II I 3'><5' II II II II II II II II I r KITCHEN ° PROP ED OW ASSOCIATES o u u u u n u u o__T1__-'n_--lr'"-7t---"m"—it-- r— ® DISTINCTIVE RESIDENTIAL&COMMEROAL DESIGN r� v m n Tr n tr Tr n rr v 11 II II II 11 II II 141 MAIN STREET°YARMOLRHPORT°MA 02675 �I II II II �I II II II �m I' I (50R)362-2210 NORTHSIDEDESIGNS O)N362-9802 X. I ° I NORTHSIDEIOOOMCAST.NET 5 4 / ' CONTRACTOR TO I 1O ,�______________________�� PROVIDE GAS, WATER 1 STRUCTURAL ENGINEER: ELECTRICAL TO THE OUTDOOR KITCHEN, I TAYLOR I TYPICAL I I STONE VENEER DESIGN LLC Ir, RETAINING WALL 1 STAMP: I I I I /� OUTLINE OF 1 1 ----------- o�P--- ABV_q,_________ Q I PROJECT: PROPOSED ANDREA PINTO E ............. PORCINE'OP"9CReeN.......................................1 E - RESIDENCE A.7 PORCH ABOVE I A.7 UP I" '---- ------------- - 395 CAP'N LIJAH'S ROAD ——— STONE VENEER CENTERVILLE,MA. El IF I--——A RETAINING WALL I A.6 TITLE: 65'-10, 1 BASEMENT PLAN STONE VENEER RETAINING WALL PROPOSED AREA 6esiSCALE: i = ! 1ST FLOOR LIVING 1394 SF 0 1 2 4 8 BASEMENT FLOOR PLAN 2ND FLOOR LIVING 1496 SF BASEMENT LIVING 862 SF PROJECT#: SHEET TOTAL LIVING AREA 3,752 SF GARAGE 520 SF ,7.26 A.1 DECK/SCREEN PORCH 821 SF FOR CONSTRUCTION DATE: OF TOTAL AREA 5,093 SF 5/29/18 1 3 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS 10.-0° 12'-0" 2W-0° 5'-6° 26'-0° OTHERWISE NOTED. 6'-0° 6'-O° 2'-b° I'-0° 5'-9° 4'-9° 6'-6° 13.-0° 6'-b° 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. A A.6 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 17 CONSTRUCTION. CONTRACTOR . 446 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO STONE VE EER ' THE ATTENTION OF THE RETAINING WALL 3060 r '— DESIGNER. NSUL. B ROPOSED _ F=ED ................................................ BAT B o A.6 ig (D ...y..... A.6�?ER OOM — NO. REVISION DATE -a3i4 e'_ 10 II 12L3� 21'-103/4` ' ° COPYRIGHT TN2 TVv2aa6 VERIFY VENT �� e --------------- .—. N ——— ——————— — ORTHSIDE HEREBY EXPRESSLY LOCATION W/ 7 _ Q RESERVES ITS COMMON LAW I 1 MANUFACTURER PROPOSED O1 COPYRIGHT. y- 1 266 8 6 r__._._.____._.—__. 3° I PROPOSED W D 1.4 GARAGE E OUTLINE OF STEEL THESE PLANS ARE NOT TO BE .� Q D,CHANGED OR W.1.C. 4 ` " BEAM ABOVE COPIR DDIN REPOUCANY FORM OR MANNER g '�y �, PROPOSED 3 WHATSOEVER WITHOUT FIRST a LINEN — LAUND.— 2 Q I OBTAINING THE EXPRESS WRITTEN 1 p PERMISSION AND CONSENT OF u n n II a it n it y,m- 0IuIIIIIIIIIII_ nIIIIIIIIII ____JInIIIIILIIIIII ___IuIIIIIIIIIII uIIIIIIIIII nIIIIIIIIII IIIIIIIIII_ IIIIIIIIIII. r _� B - ° & NORTHSIDE DESIGN ASSOCIATES. n____LL___R pKTJL_____ L___JL____ 14R PROP CLOSET u____1II L___JII L____IuuI __1IIL-__ REF 2-2668 BUILDER: O14' -5 9'-31 21'-10/4 _--------- FULL HGT. - v 3060 INSUL.' p II II II II II II II II 4x4 POST �p 20 MIN. DR. II II II II II II II II (V - - - - - - - II II II it II II II II PROPOSED o IInnIunnIIouInnIIIIIIII- 1nIIIIuInuuuII1III 7I1InIIInIIuurIIIIIII1---iIunuIIuInIuutIIIII----lIInnInnnIIIIIIIIIrII---vIn1IuIIuunuII1II----nInuIInnIIoIIIIIII---l.1auIIuuuuuuI1IIr - oT e`r 9 DPAD.7 �S' .�.........................:€................................-......... UP I .F.-.U........O..G...T.. ..........®®II)..... 61Y3�0 6 DN. -O° . —QI b'-6° ST ' 6 13'-O° GREAT SIR I6R 4x4 P ROOM 8.04': 0 8.13°: ................................................................... .... . m .......... A AE.9 DESIGNEINSU8L. 7 ON. R: ANSOSROTCHIASITDE SE ROPOSED DESIGN ECK I---------- CL DISTINCTIVE 0.ESIDENTIAL&COMMERCIAL DES IGN --7r----n----1�_-It-_-I----I-__ FOISLAND PROPOSED 141 MAIN STREET'YARMOUTHPORT-MA 02675II II II II I II PORCH II II - PROPOSED ISO)362-2210 ISO)3629602q KITCHEN PROP SED C, NORTHSIDEDESIGN.COM LA _ N NORTHSIDEI®COMCAST.NET CONTRACTOR TO PROVIDE GAS, WATER ------- o �___�___�' STRUCTURAL ENGINEER: ELECTRICAL TO THE I I I OUTDOOR KITCHEN, STONE VENEER TAYLOR TYPICAL FwG 6065 32 32 RETAINING WALL -- � DESIGN LLC o� STAMP: PROPOSED SCREEN PORCH PROJECT: =v STONE VENEER PROPOSED RETAINING WALL e E ANDREA PINTO '.............. ....................................' A.7 DN. A.7 RESIDENCE 'tj7R - 395 CAP'N LIJAH'S ROAD CENTERVILLE,MA. C A.6 e'-O W-A. b'-3'e° b'-''e° b'-3ye° TITLE: 10'-01 I0-0° 20-0" 25'-V FIRST FLOOR n,-6° PLAN PROPOSED AREA SCALE:1/8"=1'-0" STONE VENEER FIRST FLOOR PLAN 1ST FLOOR LIVING 1394 SF RETAINING WALL r \1 2ND FLOOR LIVING 1496 SF7777 BASEMENT LIVING 862 SF PROJECT#: SHEET TOTAL LIVING AREA 3,752 SIF 17-26 A 2 GARAGE 82 SF FOR CONSTRUCTION DECK/SCREEN PORCH 21 SF TOTAL AREA 5,093 SF DATE: OF 5/29/18 13 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ IT O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 12'-0' 24'-0' V-W 26'-0" BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 12'-0" 12'-0° 13'-O° 13'-0" 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. A 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO A.6 CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR TW2442 TVV2"2 ANY MISSING OR INCORRECT 310 DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. 3 I 4'-4" 2'-2 13,_I13/4 5,_ 2 _____ B B ' PROPOSED I .... .................... ........................................... .............. I CL WETBA ;3 0 4'- 2- o iv Hab' CLO C I v " 2- NO. REVISION DATE PROPOSED 0 7.75' As Q I BEDROOM#4 14R m E 10 II 12 13 © COPYRIGHT 3 3 9 ' RESERV ESNORTHSID HEREBY ITSCOMMON LAW EXPRESSLY 9 PROPOSED .P OPOSED COPYRIGHT. 7 -G-bE&T ITE— —- EBROOM— _� I THESE PLANS RE NOT TO BE b " REPRODUCEDACHANGED OR 0 5 COPIED IN ANY FORM OR MANNER WH:t2'0" = 4 I` WHATSOEVER WITHOUT FIRST 2-2D�e OBTAINING THE EXPRESS WRITTEN CL __ 4'- ° 3 3,_9e 7,_1u 2'-42 4'-by2 4'-23/4 PERMISSION AND CONSENT OF I— =ry \ iv 2 2Lo5Oo ——? NORTHSIDE DESIGN ASSOCIATES. PROPOSED PROPOSED o` I W.1:C. W.I.C. 6 5'I z6 ° / c.1L BUILDER: • P I ry - ° in / WH:t5'6° I m .?�� 5 Jry 4 � -5 11 - °4 ----- PROPOSED A4 3- BATH Q j v 14 p mTM4310 - n y PROPOSEDp m PROPOSED " D BEDROOM#2 2866 FULL HUT.®6. BEDROOM#3 B D DESIGNER: .........................:................. ..................4°,4..PofiT.................F.V11.NGT.............. NORTHSIDE A.7 1,4 POST A A.7 A.6 DESIGN _ N. 1668 r_ ASSOCIATES O DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 7o�OI - 141 MAIN STREET'YARMODTHPORT•MAO267S 26'-O° "v fV 'v5 I _ _ (508)36 (603)3 62-902PROPOSED NORTHSIDEDESIGN.COMBATH NORTHSIDEl®OMCAST.NETWH:t4 " m TILE STRUCTURAL ENGINEER: SHOWER TW2 310 TW2 310 0 TAY LO R DESIGN LLC \ STAMP: '-4° 31'-40 2'-4° (DORMER) VAULT PROJECT: CLG. PROPOSED ANDREA PINTO E E RESIDENCE .........................:........................................... .................... A7 A7 395 CAP'N LIJAH'S ROAD CEN I ERVILLE,MA. CIF 30 C A.6 TITLE: SECOND FLOOR I6'-O° PLAN PROPOSED AREA SCALE:1/8"=r-O- 1ST FLOOR LIVING 1394 SF 0 1 2 4 8 SECOND FLOOR PLAN FLOOR LIVING 1 SF BAS2NDEMENT 862 BASEMENT LIVING 862 SF PROJECT#: SHEET TOTAL LIVING AREA 3,752 SF �° 17-26 SF DECIV SCREEN PORCH 82GARAGE 521SF FOR CONSTRUCTION TOTAL AREA 5,093 SF DATE: OF 5/29/18 13 nor aium■1 r ii�. ` GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL OTHERWISE NOTED. .riinE► nianlrlol orlon. 3.CONTRACTOR rinnrn mennr■rl Innnone. ,• _ SHALL•. ri■unn► .in■emn■an aaunnnnu. PRIOR .ORDERING• .. eiitilreIm nmmnnrm inonnnnun. \ dimum r ;i■arunnr■nI Nil nonmonm �ir:C11C.1ni:n: •Irl::li:ni::■::al --Nil I I a 4.CONTRA SHALL VERIFY CTORnaE nlaE■ nnlgnn Elntanniala� ,\ DIMENSIONS _ _ 1ari�l,loll innrur:-'.'a�.---' :r1.:1ia1C:Ir-2112"EG:Img. •CONSTRUCTION. -•• TO - lan1i71EEa1' iEal■IEaEi .ileaEElilEn/■1il■gg■1■IEEEEi■1\. , nnmv nn■nnn �� �I bealn■nnr:;_;-rnnmml ► .- I■1■IIE►' IIie■n■■n■ , n■II\■EI■Ine „�, 1■In■n1■nE■E. IEIlow� grrrarnrr11r1 on �I IlrlrnnlllErrrl n■Enlnnl■Ia. •-INCORRECT Inl►' iEl■nnlnnlnnEl agngl■Ea1nI■nl I II■n1aO■nln1.. . . . BROUGHT Ism nmlrmmnn I®I I`� imnl■nmYrlra ��■ nnnnl■nnnn\. e►' .i1■nE ATTENTION OF THE ■IIEi■n■11r1■EI IIs0�1 L Nil 1 11 1 is I nnl■E■nlinu/E► Illr■rl■llrrn■11nn m. il■Innnllr■r1■Inr I I■Illr■Ir11r■EI■IIrO. ` IE■nnae■ElnlanElE1 --___-- 1■: IININON nIN-Eg■alalnrEY Ee■alnnnl/IEaiEIEn. 11 Ail■nnnrnnEirnn\..■�...L...i' nRONNIE!I nI I ni■rrl Ilnrlrrlrnlan■arnni,,`' `----------------------------------- ,r1EEaE1■IEEEEI■nEE■I IE■I--- -li■Innt■mmmnn■n. mlrnmm�mmnmr..—Yi■.—..nn1■nm1■nnrlrnnm .-- \ - alto■mnain■nnn■nm■uErnnnotnunlnmm�nn . /ammMImmm■mnmm�nrunnmm�■rnnnnnnrrm — ,\ ,_ , r�aE1■eE1Ee1■EEIae1■EEIa■1■E■IEaI■7GIEE1■aElOng■e■1nE1■Ea1aE1■eglal • � \ -a:m::rt�nC:rlC:rf::IC:arC:I■::r - I::ri:: - Ir::1 IE■Ilrl■grElalrrrllal■g■Ilet■i■In1■a■Ilal■/itlal■n■Iial■ INN \ -. ------------ -------------.----- Irlrin■rl■IIr■EI■Ilna1r11r■n■Ilnnlrllr■EI■IIrrE1■Ilr■E1 rllnrl • .-- II lnn n .N immo iolEe aP......_.. 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UILDER: :rrilil7[' DESIGNER: NORTHSIDE ■ DESIGN xb RAKE TRIM_ Iron. .:nnl■■■u■i . 1■1■■■a1■Ia■■al■1\. ISM)362-2210 ISM)362-9M2 ,- - .n■IIe1■a■IIEI■E■IIaE\ r r .inliu■ininil/InYai�.. . . • _ a -___-- ------------____-- -- --_----- --____-- ---_____-- ialalaa■alelEa■atalaa■EIEIE► , \ NORTHSIDEI@COM IIn1■9EIEE1► `I■aElaalrntEE1■n1aE1■g\ ,.;f:�t1■EnlEnienEal\—�1■i1i■■1 .■IGGI■ ig.igi iE.a/:q■i:ggii� � nal■naafi►' A\, \praprinnl■Igral�nl n■IEgralrinErl■ Eaa1■IEEI ,11■nann■nEE■1■IEEi■Ir1EEag1■Ige 11lE1lt191a1r n1■a► \l■a■Imp■IIEI■a■Iml /im1■ainn—.: :-Y■Inl■g■na1r. mmn� iin■ao, mnmEnmmnm 1■nmmE■nn mrna■ I■o■nonrun u■11r■n■uErn. STRUCTURAL ENGINEER' nnns� ammo\. `rniononnuni ■■i■ mm�nolgm ■I■■ nnEEEmI umea■nmunl •■ n.■anuoElnu. mm ..immnl■E►. `ImnEt■nnn■n mm�El■nnrn nmm� ninnnonnl■n ■�■ Imm�l■nnn■w • • _ nor nnli•- -�.■nn. RInmm�nlnn �-� nilann■Innl■ �-� unngn un■nnnin■Iiar /Tin/mngn—■Tiro r IrI ,�aln/ `Irl■a► Vgrllgrr■11meI ICI 1■IIrIrE■else■Er11 ICI I■nllalr •� 1■Ilal■a■IIr1■E■11■11 I-I 1■IIaE■nrll■1■a■11■11 r r i■niu II■f\ tool. �nnm.l■■n mn■nimol■i ■a1■IIE■ n■Imm�lonnw IJ ann■aunEimm� DESIGN LLC carnal r1 ' nnna\. `aE■nonm ___nnnonmon=_._.__=luunau antmnnroornal I J IEuan:nrauuuEl aglienal \fill nlnln►. 'nuulol■nuEl■n n■aenninnnml' Iinlila■n, IE■nm■IEe\. at■E■nam■, wiMINE nmiss � - ► nlonnnm■u. nnnnmu■lnr. � /:■■COIi:�.CCI.CO7i7:g1O7.C:i.C:rE:�li:i. \ � �r __•iYiiii■iii.:i■■G:.fGi■Gii.Gi■■Gi.■ii■ice.■di..�i.fii.—Ga�- ,� �\ - - - - - - - . .iannl■Emgt■E■nal■arnnrEnnt■Ernalonnl■gnmiv■aueinl \ :a■a■e:o■e:al::aE:all:aE:olll oee:tlg=al■elEral■::ae:l■::aso:■e re:a:, rE1ngE■al■Iaaa IlanEtEIEE■alai rglnarrElatne Illn■non■Elrl rrinnn■EIEIEEnlrinralElEE■Elnn■EYEIenEIEEEa■EIEIaE■EIEIn■a1\:dal' nn. ..:ar, �■I nnnmm� .�:;:r�--.nnl■1 ■n■ant■al■nnl Inns■nn�— lmmi■nni■nmi■En■L nninn■1\ -• Ilrn lil 1/1■lanriningrl iaral■I 1111■nnI■IEnI IElEaI■InnEl InnE1■IEEaa1■Inael■IEEga1E inal■nnat■ •- - _•'-• >;i;lq Y; Yy tis%cgss s`.'E;-?' "°+%s us +, m■1 ■��� uIl nnlelnnlEl■1 �'■''� maim m■nn■mut■n ln■■nm■EE In■a■nn■enmm�ninn Il■Ennt■m1 p��,; !¢lt+ey ,.�. :Y,s� 4� � �.�ti CIE■1 ■,■■ III El■IIE■Elrin■E ■�■�■ i■el■It ■1■CIE■n■IIe■EI IE■EI■IniEll IIn/1■11■n1■Iln/1■In■rl■I ,, I■al■In■rl■E PROPOSED j,� y,'-uegp7 �,a 4Se; 4s,,.�y-L;Y ■ai/ lii i1/i■elelEain■ EI■IEt■ 111■■■Etg1■nrnm ■Et/I■E■nIEII ,.,, ■n1a1En■ntElan■Einln■nefEn ,,, Ilnln■■IElnEll - PINTOL s; 1, 4sga,'s;i'-<.;?&a;?, •..., ;°,xe,'. r„./,,csr§,P 'e IEEII ��� 1■I eEI■neat■aala ��� Intact■I /a1■Ea1an■eElal IeE1aE1■nEEE nalaEl■nalnn■anaal■aE1ae11�❑ i1nEt■nna1E �s•,4ssy hxM s,% sstf/Sge yg eLx,+s 'ss,t`°gs'�v' `wise$ 5s,.` I.... 1�1 Ii1 Ii1■t■until■■■I 1�1 SEE■1■1 IIII■IEaggnl■EEI 1■E/■IinnEl IIaE/nil■g■■Ii1n■■1■1/nEI■ 1■■■iiI/n■Ii' %stbP s�Y.,u• eext6••w«- esy ;t, '' Ia1■I Iltl IE■IIa1■a■IIEI■I 11■g■111 111■Int■e■IIEI■E IEI■E■■EI■EI nl■E■IIEI e■ e1■ -IE 1 II■E■TIE - F,<..� s„tt 3 •�s!,°<' �.� e ,< ■ EI ■■1 E■g■ ti3-:I att �Yhn.' 9 3•t%., ,,, Y: °�Q';• > %'zs Inir .rn RESIDENCE unn■nnI■■a ....ainnl nnmm�a■■ n■n■n■■n ■ lnm■n■■nnnnnta■n■I Ymnmm� ............... ....... .......l ...tom... n■..■.000.■. `�IalEa■EIe11 u rEtaln■nlrEnE■a1nEn■Eiana nlgna■nlnn■ �ii i •l p,,s Git A tx«: '.4",g«s i Ga/,sR�, e f •■II.1111 II 111 II Y 11 I■1 11 I I I II•11 ■•II■1111 II 111 II Y 1111■11 II 1 11■i I II I III�'�n■■■1■g-- In■IaE1■EEIEEI■aElEE1■EBlEa11- --IEIn1■nlene - - - kY,ee+,°' « ae�§Y•='. § 3 %'sr;.%� c;�s�."%••o^+• n 1 I I II n 1 n n 1 i 1 n n l I n n I n n 1 1 n 11 11 u tl n n n 1 1 1 n n l n n u l n It 11 l I n:��- AD Ilnnnnnlnnnl■IEEannEnn■nenmmnnnmm�aEl■ CENTERVILLE,MA. i� 1'' �f ws"�S� �.1g,.4°� �ti e'g r 111111111111 II I I I II I I I I II I I II 11111 11 I I II II II II II II I t I ll l I u n 1 n I I 1 n I n n 1 111 l u i! 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Ae1■■■alA \a■.�- �. 2.ALL INTERIOR WALLS SHALL C 16"D.C.UNLESS ::3 RAKE TRIMAe11a1eoell� `�e11asOTHERWISE NOTED. 5 RAKE TRIM �ol■Iloeolalto� 'Ilse■��. eastaoleaal■ale■11■► \migninsoll 3.CONTRACTOR SHALL VERIFY Ieioaaal■Ioasalglaaaot\ \■olel■22mlg, _ MEN loleseltEle■splslson lls. \ellol,iaell■�\►. _ •• •- eo::i11Gw7■:■IIGGia1G:1Pi1i:n� `S �E2i.9i:?Li'eii�-r ,Y - •- ••-r•- r IEIEI■oealsl■aealalaiealal■seal► 'eotal■aealall �■■tail sieosto\ 'VIEsi■ooloa A■l000airl Ial■1■■0o1► \oa1e1■soil CONTRACTOR SHALL ae11a1■Eslll ■,■ ■�■■ Iae11o1e■e11v. lint no • • PRIOR TO eol■llaealetl olstloeat■flaw. \llseollCONSTRUCTION. CONTRACTOR Ialaln■■Isis■■ ■�■■ ■.®■ noaselsioaeai\ unison �aslooleoslaalel ■ilea■Iaoleaala\ \MIEa ASSUMES Aeloaosl■Iosaolel 1o1e1oosaleioaoaI I \sal OR RESPONSIBILITYINCORRECT oe11s1eael1a1ese111 lasllsleasllslese11 �I DIMENSIONS NOT- ROUGHT TO eoi■11o■Eletlo■st■11 IJ atello■eleils■aiells� IololEssolnEoe■lalon-.. - —._ll■os■I■Isseaisl■■a■t► sTHE ATTENTION OF THE .esotoalsEalasiesotoaleYiliil_iiliilrii1a11eoalaalelElooieoala► Aelsaaalelaoaalel■aaalelaaoalelaoaElglaoasteloaastelaaootelaioat\ aeli■ieaeltoleaellaleoellEleaellEleaslloleoeltoleoe11o1eaettolesetl _ ■a1elloea1e11aeolellEeolelloeolelloealellEeElsllo■otellaeolellaes1e11oi - - a — •�,IIG:o6iIGaoG7lo:GOCG1o:Gist:olGGeGaliGes:Gla:7aidaGGiEtG:aiGalGaoGG, • ■-- � IlaalsaalaalsaalaEleoatasleaataaleEalaaleaElaoteoal■ale■otaale■Elaaleol _ Y c:alGGii:alsaiGG=nanoliialc ■79C:7aC7ls:_at7:eL77EC.eiaOaa:711E_7s:.':Ia�7aPlsaaalC:faC71C:7aCi1■Lin Ioellal■Eeltaieoellal■■ellsieaell Ieas11■Ieoetloleaslloleoell■Isoe11o1essi1o1eoe11E1■■ellalsoe11o1ese11a1 .-- ote11Es11ellaealellaeal■Ilseolel eoletlaealellaeslslloealello■slelloeElstlaeoleilseElellESElsil■esleliEl ilia�olalaoealalaaealalaoealalEE1 Ilalaaealolaaealolaoealaloi�i•i•ii_ililii_ililofaealatoaealalaaeElalaaeo Inlnal.-:.aai--::'rani:-IoalEal■ ilaole\-:g:ai_=-:'>.«i•�a1f--ter,.', _-Aateal "�gl.'¢fi;lc sal■Isil ■n000t■ oa■IeII I - Ilel ` In1q■I /� *�4 § c4 qs N3/Y t, IEeltale ,� , ■„ nOMINIO1 leaello ■■�■ ,■I■ 1el ■■�■ ■®■ Ell all ,�,�', ,I! , elial ;�, b ✓°"� � �y •_- !il___n oll Illaen■1 ealelli [in nsonll ■i®■ ■I■■ Iealalaal Italiasl ,,, ,:,, Ilan ail ,,,, ■I�■ [NMI III n■i■ala nnleo [ON ■■■ ,■■ Ile Inleiw ol Ise11 le I immoll ells lel E■I sa i sl y ? f.r ?'s�Y ':3.£, . U ItI I■I ■■�■ ■■■ I!!I I■I y:y. Sat i44:JiK s � %Sy4q 'd _ OCOPYRIGHT EIelloel Illaealet 7E1e111 It. I■11 lalsllal ,*i. .',s% '„•:srs°s; 'slneall _____ 1eo1�P!! .lour lui I ����� �®� of___ :_ ____- __i_i _ _ _ - 1 _ NORTHSIDE HEREBY EXPRESSLY IiY._ii.l - gaol ■ 11111111:_01-11----_ __ III �.- 11111 ''%'s?'4 ;•'Siwsy RESERVES nl■InnlsnnElelaaaElsl ■ 1 i 111 l 1111 1II i 1111II II II I i „ qs,SloeilolsasilalessitaleEsll 11 1 II II 11 II III 11 II II 111 1 11'"I I�I�'I 111 i 11 l 1 I I it 1111 I II II 1111 111 F y h:t g ltaeol■Inea1e11aeo1■11 1 1 1111 1 111 1ll lli ll ll ll 111 I I I 111111 III I II 11111 I I i Il n n It n t i Il I I II ; i;: - - - I . L. _ NOT TO BE REPRODUCED,SE - - - IN ILL N I r DESIGNER: . / DESIGN • pIASSOCIATES .,lots.. .a1eo■. STRUCTURAL ENGINEER: ..ellaeal.. RAKE TRIM /Iloloommision IxI5 RAKE TRIM MEN eEl■.. - .Ia■Ieaolaale0►. :slows laaleaal. TAYI OR I:000lelooaol■IaaY, .:at.t....1.1..... IElsl■Eslm■■sllal■■. Aleoellotesnl■1■.■. AeiiEealstlssalsilasEle.. i:aiG:ei:GeGal:Gii:Gl.. � .AloEealalaaeolEloaealalaa■. aaeololoaealalaoea111sae\. DESIGN LLC 11 .Giao:goGaoi ao Goleoois■IGGo.. OISO _ __,:.=-.Ieni. mmlennnnannnnnlenn. imam nnen.. mm�■gne.— Ilneaeunn., rieanm �I�� �I � lenauo. uen■nleluee luaennnenn., niaennm muenn.. Aolo■samofsalal ■■�� I11ai■aeololooeY. aaealElaEs■ ■■■ ■I■■ esealalsE■.. aoloal■aolaalgoolol oannle■nntean. Olesanole■1 sleoalooleoal. - .,'• :nasalllml INN ■■■ lFianteli!nalsllali. nnela■anml I-I I-I nelnmelon.. •�/IlaleaellatolleEmea I—I Ilalsaellaleaellalea .Ieae11a1eae11o1 IL—JI I`—JI Iegaleaell■leas. ItlEsolellaealsilasal Illleeee■■—IIII Illoealelloeal■Iloe■1 Alaeol■Iloesleltol 1■Iloealetlaeal■.. ieolalOnlalaoeslal Iealolooeotolneoml OeEi■Isis■IsnasE_ _ -ese■IalsEeotalEoe\. 'IeaolaaleEalaalesalol ■aaloaleaalaaleaalall a:leoElaE1■ails.lea\IiilriiliilriilialeaElaElsoalaEleoot. '• - -_ .:Ealetaatalelaaaalelaoail■Iaaaalelaaatlelasaotelaaaaletan►. aleEmilsimmolisimmoll lmmolimimmominin PROPOSED in■o1■Iloeol■111n1e11aeo1e11oeo1s11ae■I■Ilaeo1e11Ees1■Ilse■Is6 _ eG:ili:io:G1o:.7oiGiaiGiolG:loells:ioGGto:GoiiRESIDENCE iai:isG:alGGSG:ili:i,`• ANDREA PINTO \ I �� � eaalaoteoalaaleEalaaleooloaleoaloaleaalaaleaalalleoalaEleaal■ale _ _ _ -iii:ie%biiilrlGtiili:nli:iiilnliiBit�iilidlGiiiiili:iiii•_:iiii:_fi7ia1r1Gi Ii::i11i1i:iG:i1GG_I 'J'IP7aLG;1■C7■I�nai7le:niGle:7aC.:e.7aa7:elGaaa:elC.aai71aC7ai�1 ,�i1G:iGGilGiiiGGlrGGiiGi■GGiiG:1 \ f IC�sC:alese11t1eoe11oleae6l■IeaelloleoellslsaeltEtssstlalessllsleoe11o1 aelloleaellElel IIISI■EellalsEelioleoellaleosllslsaellslsoellaleae11s1eae11o1eoe111 eaellolesellEleaeltales■11■I■Esl � eC. lL7ea:.7IICJaL�ili�alCGIa�71C:7aCG1e::as7:eLLEeC::i1LGeELs1i07o:.711G: IICII■::7lellaes IIIEsalelllsalellaealellEeolellaeol■Ilas■Ieilseo1e11aeo1s11oeo1■11 a■1■Iloesletioe■Ielloeolellaeale - a I�LtaoeatalaaealalaaealolEEeatalEaealElEaealalaaealEloaeatataaealalooea It■aeotolsaealol sealElEEealElasealaloaealotoEealElsoealalaaealaloasalalaaeal■Iona lal■asalalooealaiaseElElEaeslalEl ROAD /ilooleaalaal. - -Aaalgooiasleaalaalenlaslesr-;�;�;�:.__.Jaleaolooleal Ialeoalasleoan IOolir-.�.aw,__.�oaloaleir-:�:chi,__�alesalaaleaalasleaalor-.�.::i=:: .I IlaoleaoL--:�.c::.-.��cc=-eaa1sa11 ■oo1■too■olel � iaolslsaaalslooaalelaaaolelo loilsim olini IalelaEsslslassl elaool slaoaalela Ioiel000alelEEsslel000l II IEslelaal - ellaoall Ieae11a1e■ell ■I■■ Insllal■lsilale011a1eoe11al ,,, Iaet1E1■Esllol iellElsasllElsl Iltalea ,,, In1■a■11o1 lsleoel I■Eietiosnell oat■Iloealelloeatetlaeoletio - lislll■aleltal li■t1a■a1e11aea IllsomiItlaealeltoIletloeo1e11sea1e11Eeal - 111 sa1e11oel - - Illoesle ltalaae■IElsal ,,, IIEInsalalaaeolatoEealEloa■I I,■■ ll■1nloloo■s Ina■amoaeolsl Isaois ,„ I■amso■1 Ilaoealalasnlalaaensl ,,,, nIalaoeall ,,, ,�, snloislonolnsloEie 11■algoolooleaoloolelaloal■EI soleoalsol■q lalea■Inleo■ts I■asle ■omnsiomiialeglEsleoalnlsoalal elllnlenil le■■lEall 'tmmmOsimom11 IeoeEl�leaellalsEs�t�1�E��l MEIINI■Es11E11 smil1nsm11simi NewelIllane �� llalsomilml LMM e�11�1�a��a1�a��Elea ION II mm■Ito1- I� ���1ilellaeol■il I�1 n1eL1aeo1elneElelnsElellE ICI 11e11Een■lini Ilellseoteeoeo lllnal ICI Iltseai■ill ItellaealetlE■otellEeal ICI IIInlellael —f ItlaealemalmloomalallennEle lininommizinsi1�---�1 InnmElsElsaala leoal■Heal-11._�—�1_Insssnnes� olsaanalmoa nl naa n immini11�--�1_naimmipalm,_ iEl-anneoliommmininso�nnen n� 11�--�' of col■nll-In Nil1--1 =1m�1■1� -- Ina1■Iaoaalrinnlelaaaalelnaatenoail■IaaaotelaoaoletaaEalelanal■111 Ileeo1lee1l1lEa1esoElse1l1lsalesoalse1l1loa-1eeoaleeEtllaoleeoaleelllloateeEoieelllloalseaaleelltloal■eEaieelllloaleeoa1ee11a1eae11E1IEIelnaaletaaal Iaealellaeol 11 lallaaIlao■eoEoitsell o■Iloielaellote nELEVATIONS■1■tloes11os■tellol Ilelloe l sot Illaealel ellae■leiloeale osalelloealellaeole elloeoleiloe■Ie1FoeElsllaeole IIIIIIIIIIIIIIIIIII II IIa:7aC71o:aoCGtsi7ae.:ol7 eG:719GeE:71077091.1Ea:1E1::saC7lG:20C71E1.7aC7 IL:isa:ElCasG:71 .ea:71aG71■:9aa7a17:1isE1G:7aC71o:GEC7iaL07eG:a177eC:alEGei:71E07 coloCOoiG:oo=ala:7E671aLPROJECT#: CaC9■Lai - - • (�IIIIIIIIII� • I I • 5/29/18 13- O � GENERALNOTES 1. ALL EXTERIOR WALLS SHALL 2-I 3/4" x II 7/8" BE 2x6 @ 16"O.C.UNLESS LVL RIDGE BEAM OTHERWISE NOTED. 3-I.3/4" x 16' LVL RIDGE 3-1 5/4"x 16° LVL RIDGE 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. INSULATION 3.CONTRACTOR SHALL VERIFY PER CODE ALL WINDOW ROUGH OPENINGS LL PRIOR TO ORDERING WINDOWS. 3-1 3/4'x7 1/4° oil 2x8 CEILING JOIS 5 4.CONTRACTOR SHALL VERIFY @ Ib°o.c. ALL DIMENSIONS PRIOR TO LVL HEADER1/2" GYPSUM ON ��,!� �� ` CONSTRUCTION. CONTRACTOR FURING @ 16" ASSUMES BILITY FOR iANY MISSING OR NCORCTGUEST SUITE 7 I IDIMENSIONS NOT BROUGHT TO 12 INSULATION PER CODE12� � ( (�1 1/2"CDX. SHEATHINGTHE ATTENTION OF THE ADVANTECN 1- D "\ I i{ DESISUBFLR. L IL 'f(((���' 111 ° "DENSARMOR"GWBTYPICAL y,�I�I, q„f„ VAPOR BARRIER 2ND FLOOR SUBFLR TYVEK HOU5EWRAP TOP OFPLATE H-.----y SIDING (SEE ELEV5.) FLOOR2-1 3/4"x11 p/8" LVL°O.C. <�LOGKI17G UNDER FORMER'WALL PROVIDE I LAYER 5/5" MOx39 BEAI1'1, TYPE °X° FIRECODE GWB �GROPPED BEAM ENTIRE GARAGE a CEILI �� 00 NO. REVISION DATE rG GE O COPYRIGHT W/ P.T. SILL SEALER NORTHSIDE HEREBY EXPRESSLY W/SILL ��� rJ RESERVES ITS COMMON LAW IST FLOOR SUBFLR _ _ _ L� _ r� _ _ _ _ COPYRIGHT. —PITCH 5LAB�60 PER 2-2x6 P.T. SILL THESE PLANS ARE NOT TO BE TOP OF FOUND. II0' — _ — FOOT TO DOOR _ _ �/� .—._ W/SILL SEALER REPRODUCED,CHANGED OR I Iri�ll i u il-In COPIED IN ANY FORM OR MANNER W&Xo 6 W2.q 2.q WHATSOEVER WITHOUT FIRST VERIFY AND MAINTAIN i TOP 1 I OBTAINING THE EXPRESS WRITTEN 4' FOOTING COVERAGE Q E b"COMPACTED FILL PERMISSION AND CONSENT OF BELOW GRADE 10" THICK x 4'-10° NORTHSIDE DESIGN ASSOCIATES. 4"CONC. SLAB ON CONCRETE WALL ON 10 MIL VAPOR RETARDER CONTINUOUS 24°x10" CONCRETE FOOTING BUILDER: BUILDING SECTION CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 2-I 3/4°x 16° LVL RIDGE 2-1 3/4"x 16" LVL RIDGE n 12 5.2517 DESIGNER: NORTHSIDE — — — — — — — — — — — — - — — — — — — — — — — — _ I U TION PER CODE — — — — — — — DESIGN TOP OF PLATE TOP OF PLATE i �SOCIt�TF.S 12 2.8 CEILING JOISTS 13/4°x11 7/5' LVL RIDGE /1x8,"EILING JOISTS 12� / b°O.C. Ix3 /2°GYPSUM 12 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN _ 2xIO RAFTERS @ 16"O.G. I 16 FURING @ 16" �12 241 MAIN STREET•YARMOUTHPORT•MA 02675 Q 5/5'COX SHEATHING 1508)362-2210 (508)3624802 m 15#BUILDING PAPER ED M - m 2x8 CEILING JOISTS D M NOR THSIDEDESIGN.COM ASPHALT ROOF SHINGLES I'(MIN.)CLEAR AIR, T'P @ 16"O.C. �/� NORTHSIDE3@COMCAST.NET SIMPSON H2.5 CLIP, ONE ADVANTECH PLYWD. 2- 1 314 X II T.E° 2x WIND BLOCKS BETWEEN i'q" PINE CEILING / ADVANTECH PLYWD. PER RAFTER, TYPICAL RAFTERS, TYP. SUBFLR.GLUED a NAILED, LVL, FLUSH TYPICAL IX FASCIA W/ TYPICAL GLUED a NAIL STRUCTURAL ENGINEER: 21D FLOOR SUBFLR 2ND FLOOR SUBFLR -—-— — —-- ALUMINUM GUTTER — — — — — — — T A�1 OO TOP OF PLATE _ _ _ _ _ _ _ IX SOFFIT W/VENT TOP OF PLATE /'1 L. fl 3-1 3/4"x7 1/4° R-11 BATT INSULATION IX FRIEZE 3-1 3/4"x9 1/4" DESIGN LLC 2- I �'�X II 3g° 2-I KING) ND LVL 3-I 3 BEAM, FL J IS TJI FLOOR LVL HEADER LVL, FLUSH SOUND CONTROL II 7,b°TJI FLOOR LVL HEADER BLOCKING UNDER � 3-I 3/4°x7 I/4" AROUND ALL BATHRM5. JOISTS 16"O.C. 0i DORMER WALL LVL BEAM, FLUSH JOISTS I6° O.G. LVL HEADER STAMP: CONTINUOUS P.T.3-2x10 F HEADER W/1/2'PLTWD. BETWEEN, TYPICAL M. BEDROOM ❑ H ; SCREEN GRDk r- H9 _ o PORCH o d ADVANTECH PLYWD. PLATE BOTTOM I � CH P 3 3/4'xll 7/8° � PROJECT: SUBFLR. GLUED a NAILED, Ix DECKING ON P.T. eQ SUBFLR. GLUE A PROPOSED TYPICAL I TYPICAL BEAM, FLUSH �,ST FLOOR SVBFLR — — _ FLOOR SUBFLR— — L DECK FRAME— - - - A - ANDREA PINTO TOP OF FWND.IIO' TOP OF FWND_IIO'— _ _ _ _ - -- - - --- - - - - --- -- - - - - - - - - - - - - - - - - - RESIDENCE II 76,TJI FLOOR. 2- I %q X II 3¢" Ixl0 5KIRT50ARD P.T. 2x10's @ 12" o.c. 2x6's @ I6' o.c. W/ I/2° 11 7,4° TJI FLOOR 3-I 3/4"x7 I/4" JOISTS 16"O.C. LVL, FLUSH PLYWOOD, TYP. JOISTS I6"O.C. 3-1 3/4'x7 I/4" 395 CAP'N LIJAH'S ROAD LVL HEADER I 2- P.T. 2x10 FLUSH W BILL P.T SILL I BEAM LVL HEADER CENTERVILLE,MA. W/SILL SEALER I 2-a5 TtB TYP. I ® ® ® ® F I 2-2x6 P.T SILL W/SILL SEALER N= MECH./ 10°THICK x 9'-10°CONCRETE SIMPSON ABUG&Z "47 �W= 2-2x6 P.T SILL y O STORAGE WALL W/2, #5 BARS TOP W/SILL SEALER _ AND BOTTOM, TYPICAL ALL :n TITLE 4° GONG. SLAB ON W6X6 W2.9XW2.9 WALLS, ON CONTINUOUS BUILDING 10 MIL VAPOR RETARDER TOP 1/5 OF SLAB 24NIO"CONCRETE FOOTING *TOPOF 5LAB 100.5' TOP OF SLAB 100.5'_ — 2-2x6 P.T SILL SECTIONS ,i; • .. .. .. _ ......- .. — - — _ — — — — — — — FINISH GRADE 100.0' - - - _R_ - - _ .. _- FIN I GRADE 100.0 t . .. ...... .. SEALER l0'THICK x 26'-O' PROVIDE 10' DIAN. SONOTUBE SCALE:1/8"=1'-D" CONCRETE WALL DOWN TO 20"x IO' DP. W6X6 W2.9XW2 9 ON CONY 24'x10' 6° COMPACTED FILL FOOTING FOR COLUMN 6" COMPACTED FILL CONCRETE FOOTING TOP 1/3 OF SLAB O 1 2 4 8 SUPPORT ABOVE 10°THICK x 9'-10"CONCRETE 10'THICK x 36'-0' WALL IC 2, '-BARS TOP - 4° CONC. SLAB ON CONCRETE WALL AND BOTTOM, TYPICAL ALL 10 MIL VAPOR RETARDER QM7 CONY,24410° WALLS, ON CONTINUOUS CONCRETE FOOTING PROJECT#: SHE ET /�24'x10"CONCRETE FOOTING 17-26 H•6 B BUILDING SECTION C BUILDING SECTION DATE: OF FOR CONSTRUCTION 5/29/18 13 t GENERALNOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS 2-1 3/4' x If 7/0' LVL RIDGE BEAM OTHERWISE NOTED. 2.AlL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. SUL 4TIO PE CO E CONTINUOUS RIDGE VENT 3.CONTRACTOR SHALL VERIFY 1 3/4°s11 7/5" LVL RIDGE ALL WINDOW ROUGH OPENINGS TOP of Pule — — — — — — — — — — _ — — — _ PRIOR TO ORDERING WINDOWS. 3-1 3/4'x7 114' 2x8 CEILING JO STS 4,CONTRACTOR SHALL VERIFY @ 16°o.c. 13/4°x7 1/4' ALL DIMENSIONS PRIOR TO LVL HEADER e•"• 3- =� y— I/2"GYPSUM O Ix3 LVL HEADER 2.6 TIES @ 16"O.C. CONSTRUCTION. CONTRACTOR /- FURING @ 16' o. . ^ F �� _ ASSUMES RESPONSIBILITY FOR �"= B b0, #2 HALL BEDROOM#3 �= 2.10 RAFTERS @ 16°O.C. ANY MISSING OR INCORRECT i. - DIMENSIONS NOT BROUGHT TO - i p 5/8"BUILDING SHEATHING THE ATTENTION OF THE K � •" I5tt BUILDING PAPER ASPHALT ROOF SHINGLES - DESIGNER. 2ND FLOOR SUBFLR y'"' '"' \ 2x10 RAFTERS @ — — — — Ib° O.C. SIMPSON H2.5 CLIP, ONE 2x WIND BLOCKS TOP OF PLATE — _ — — — _ — — _ _ _ _ — h- -- - IX FASCIA W/ TOP OF PLATEN — — — — PER RA ER, TYPICAL — — _ BETWEEN RAFTERS 3-1 3/4"x9 1/4" T ______ 3-1 3/4"x9 I/4° --- IX SOFFIT W/VENT — — — — — — — LVL HEADER 11 .6" TJI FLOOR J015TS 16°O.C. ------ LVL HEADER IX FRIEZE ______ �`�, L j�•'�["/1. �•� ...••I 3- 2z10 DROP CONTINUOUS P.T.3-2.10 ______ HEADER oHEADER W 1/2'PL WD. I I I I REVISION DATEINO. t.° 2x6 CEILING BETWEEN, TYPICAL $ AZTEK COMPOSITE ry M. �� 'EN RYm PORCHi i TIES @ I6"O.G. -� oSA D RAILING SYSTEM _ u\ / D! O 1 1 RESERVESNORTHSIDE HEREBY COPYRIGHT �i Ix DECKING ON P.T.�Q {i I ! ! ON P.T. 1 I COPYRIGHT. ITS COMMON LAW EXPRESSLY 1ST FLOOR SUBFLR ro DECK FRAME ..•-• .... \.� y A.... 2x10 P.T. DECK I5T FLOOR SUBFLR N ME I - THESE PLANS ARE NOT TO BE ' / �• I"\ ••• r I JOISTS @ 16°O.C. —.— —.—.—.—.— !— r — — — — - REPRODUCED,CHANGED OR TOP OF FOUND_II0' �.L2zIQs�12�.c— — — — — — — — — — — — — — _R _ — — — — — 2-2x10 P.T. P.T. 2x10 JOISTS @ 12"o COPIED IN ANY FORM OR MANNER FLUSH BEAM WHATSOEVER WITHOUT FIRST 3- P.T. 2.10 FLUSH II B§° TJI FLOOR ------I IxIO 5KIRTBOARD I SIMPSON ABU66Z I I B P.T. 2x10 FLUSH OBTAINING THE EXPRESS WRITTEN BEAM JOISTS 16" O.C. ---__J I BEAM PERMISSION AND CONSENT OF 2x10 P.T. LEDGER ____ PROVIDE 10° DIAM. SONOTUBE i NORTHSIDE DESIGN ASSOCIATES. LAG O% DIA. -, ^ DOWN TO 20"x10" DP. FOOTING 10'CUSTOM SQUARE 0 LAG BOLTS I6°O.C. -----� LJL/J FOR COLUMN SUPPORT ABOVE ! COLUMN, BASE 4 CAP ^ -----�YVET BAR/ v W/b°x6° P.T. POSTSLi !! KITCHEN BA H BUILDER: SIMPSON 10°CUSTOM SQUARE _ / U AB66Z COLUMN, BASE 4 CAP O t'"'I 102.75' W/6"x6° P.T. POSTS I 1pp - ,••3 IL VERIFY AND MAINTAIN 4' FOOTING COVERAGE Z - PROVIDE 10" DIAM. 5ONOTUBE TOP OF SLAB 100.2' — _ v>_ FINISH GRADE 100.0' BELOW GRADE WBIGFOOT FOOTING BF2B _ SIMPSON ABU66Z - - 1°- -" -" FOR COLUMN SUPPORT ABOVE VERIFY AND MAINTAIN z 10'THICK x Y6'-O' 4' FOOTING COVERAGE v>- CONCRETE WALL DESIGNER: BELOW GRADE ON CANT,24NIO' NORTHSIDE CONCRETE FOOTING BUILDING SECTION DESIGN POVE WR/BIGiFDOOT°FOOIAN.OTINGS(ON B 5)E D BUILDING SECTION ASSOCIATES FOR COLUMN SUPPORT ABOVE SIDING SEE ELEVATION E DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT'MA 026]5 °TYVEK°HOU5EWRAP I ISM)362-2210 (508)362-9602 CDX PLYWOOD J 6 MIL. POLY VAPOR BARRIER NORTHSIDEDESIGN.COM 2x6 @ 16" D.G. �'j" NORTHSIDEl@COMCAST.NEf G W B INSULATION ill STRUCTURAL ENGINEER:/'1 1 PER CODE ;�. �"T4G PLYWD. SUBFLOOR _ GLUE 4 NAIL TO JOISTS _ TA VLOR BIT. JOINT FILLER, ! 1 ft TOP OFF WITH FLEXIBLE DESIGN LLC JOINT SEALANT LSL RIM JOIST OR DBL. PERIMETER ASPHALT ROOF SHINGLES DO NOT BACKFILL WALL W6x6 W2.9xW2A TOP MATCH EXISTING UNTIL CONCRETE HAS d I/5 OF SLAB ATTAINED 7 DAY STRENGTH - q°CONC.SLAB AND BOTH TOP 4 BOTTOM 41� �" CDX SHEATHING OF WALL ARE PROPERLY 5ERCURED. \ \ a s ° TJI LOO �T'.o.c. l l I°CLEAR AIR (MIN.) 20#5 REBAR5, CONT. /�\�' d d 2. WIND BLOCKS BETWEEN TOP 4 BOTTOM / RAFTERS, TYP. PROJECT /\/ ICE AND WATER BARRIER MEMBRANE ^ PROPOSED CARRY DAMPROOFING \�\IY2" - \ 6 COMPAC D CARRY UP V-O° FROM EAVE ANDREA PINTO OVER TOP OF TE FOOTING, TYPICAL �� �I\\�\\ RESIDENCE AL. DRIP EDGE 0° P.T. 2x6'.@ 16' o.c. OVER ICE 4 WATER BARRIER 39 ENTERVIL E,MA. 2x4 KEYWAY d ALUMIN, GUTTER INSULATION PER CODE a / d n d o/ 2-2x6 P.T. SILL — Y,° 45 DOWEL @ 12'O.C. L a SILL SEALER GWB w/SKIM COAT PLASTER ON Ix STRAPPING @ 16" O.C. d a - \\�/ CDX P.T. PLYWD. CORA-VENT STRIP VENT 2' c o a BOTTOM 6° \ SIMPSON H2.5 CLIP, ONE PER RAFTER, TYPICAL \\�\\/\ r\ TITLE: p 1 \/\/��0 // / // //\//\/\\/ a m BED MOLDING I�\/1, SECTIONS IX FILL..TAMP 5'OUT FOR a.� Ila IX FRIEZE /I DETAILS I°/FT. SLOPE; PROVIDE iD II T. 12' BED OF%' STONE IC 2 @ O REBARS CONN SIDING WHERE NO GUTTERS `_� 4 AROUND ALL OPENINGS 7YP WALL SCALE:1/8"=1'-0" NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED _ a 5/5°ANCHOR BOLTS @ 36'O.C. GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, MIN. 7° EMBEDMENT O 1 2 4 8 VEGETATIVE OR ORGANIC MATERIAL. NOTIFY - w/3'x3°xl/4'PLATE WASHER TYPICAL SAVE DETAIL ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS - d ARE ENCOUNTERED. DAMPROOFING BLOW GRADE � a 4 SCALE I-1/2" = I'-O" PROJECT#: SHEET i TYPICAL SLAB $ FOOTING 17-26 A.7 2 TYPICAL SILL DETAIL FOR CONSTRUCTION DATE: 13 SCALE I-1/2" = I'-0° 5/29/1B GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. �\ 2.ALL INTERIOR WALLS SHALL 1• � UNLESS OTHERWISE NOTED. TYPICAL EXTERIOR i� 3.CONTRACTOR SHALL VERIFY _ WALL CONSTRUCTION ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. cOORD. DIM. W/ �� 4. D C TO SHALL PRIOR RAC R VERIFY 6' APRON, THICKEN TO 8° ALL @ DOOR OPENING DOOR LOCATION ALUMINUM FLASHING \- CONSTRUCTION.CONTRACTOR GARAGE DOOR SHINGLE RIDGE CAP ASSUMES RESPONSIBILITY FOR 2'-0' 2x10 P.T. LEDGER ANY MISSING OR INCORRECT ROLL VENT w/2)%' DIA. DIMENSIONS NOT BROUGHT TO LAG BOLTS 16" O.C. THE ATTENTION OF THE IY"xlk�"XY° I \ /J GALV. ANGLE w/tt4 IStt FELT PAPER RSIDGE BOARD ZES MAY VARY)STRUCTURAL DESIGNER. ANCHORS @ 3'-00" 5/8°COX PLYWOOD od., ��J09T6 O.C. MAX. RAFTER VENT WHERE INSUL. W6X6 W2,9XW2.9 (MIN. I" CLEAR AIR) TOP 1/3 OF SLAB 2x10 P.T. DECK 2x10 RAFTERS @ I6°o.c. J015T 12' o.<. INSULATION PER CODE P.T. 2x6's @ Ib"o.c. NO. REVISION DATE ° 4. e GALVANIZED JOIST you G.W.B. © COPYRIGHT � A HANGERS, TYPICAL NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW d ° 2x4 KEYWAY COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR 2 @ tt5 REBAR5, CONT. °• .L� \ _ COPIED IN ANY FORM OR MANNER �/. / / \ \ \\ G° ° d \/\\/\\\\ WHATSOEVER WITHOUT FIRST 6°COMP. FILL // OBTAINING THE EXPRESS WRITTEN / • !° • PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. )TYPICAL RIDGE VENT DETAIL SCALE I-I/2° = 1'-0" _ Q BUILDER: 4 �1GARAGE APRON DETAIL SCALE I-1/2" = 1'-O" -)TYPICAL DECK LEDGER DESIGNER: NORTHSIDE SCALE 1-1/2" = 1'-0" DESIGN COMPOSITE DECKING ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT'MA 02E15 2z10 P.T. DECK 3/4"COMPOSITE TRIM CONCRETE Fd= 3,000 PsI @ 28 DAYS I508136 NOR2 (sOB)%2-9eo2 JOISTS 12" O.C. SEE FRAMING PLAN j 3-2x10 P.T. HEADER 1'-6° REINF. fy - 40 ksi N I I M NORTHSIDEI@COMCAST.NET ASSUMED BRG.CAPACITY 11/2 TONS/5F 2° STRUCTURAL ENGINEER: 2" MINIMUM COVER 10' CONCRETE RETAINING TAYLOR WALL W/STONE VENEER tt4 @12"O.C. HORIZONTAL DESIGN LLC 6° STAMP: x6" P.T. POST < 2°WEEP HOLES 8'O.C. p L Ike" ROUND tt7 @ 12°O.C, VERTICAL SIMPSON ABU66 0 \/� \/ STONE •�` tt7 DOWEL @ 12°O.C. PROVIDE 10' DIAM.SONOTUBE - WBIGFOOT FOOTING(BF28)OR(BF36) PROJECPROPOSED T FOR COLUMN SUPPORT ABOVE ANDREA PINTO � z �\�/i�/%\///�. r_0^ ,o,: �\'/i�\/i`��\`✓,\`i;`i<y�y�� RESIDENCE \\j\ 2x4 KEYWAY 395 CAP'N LIJAH'S ROAD CENTERVILLE,MA. TITLE BUILDING 4'-0" DETAILS SCALE:1/8"=V-0" r—� TYPICAL PORCH POST DETAIL RETAINING NALL 41-011 TO 6I-011 _ 0 1 2 4 8 SCALE 3/4" = I'-0" PROJECT#: SHEET 17-26 A.8 DATE: FOR CONSTRUCTION 5/29n 1 s 3 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6(d 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY I I ALL WINDOW ROUGH OPENINGS u1 DBL TOP PLATE PRIOR TO ORDERING WINDOWS. I I I 4.CONTRACTOR SHALL VERIFY RAFTER @ 16" O.G. J ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR .2.6 DBL TOP-PLATE ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT - DIMENSIONS NOT BROUGHT TO 51MP50N 5P6 (20 GA.) 2x STUDS @ 16" O.C. THE ATTENTION OF THE uo DESIGNER. o H2.5 @ EA. RAFTER ! I 2x STUDS @ W' O.G. i •o TOP PLATE DBL BTM PLATE y _ I HEADER FULL HGT, STUD \ - JACK STUD HDR UPLIFT STRAP NO.\\` REVISION DATE �'�,` RIM J015T 1T WINDOW SILL 1"- - 0 COPYRIGHT PLATE Y NORTHSIDE HEREBY EXPRESSLY L� FLOOR JOISTS RESERVES ITS COMMON LAW /� AFTER TO PLATE CONNECTION f� COPYRIGHT. SCALE: N.T.5. 4 5/8" ANCHOR BOLTS @ 36" O.C. . � � 2- 2x6 TH ESE PLANS ARE NOT TO BE REPRODUCED,CHANGED MIN. 7" EMBEDMENT SILL PLATE., ED,C GED OR , w/3"x3"xl/4" PLATE WASHER - - COPIED IN ANY FORM OR MANNER" WHATSOEVER WITHOUT FIRST t OBTAINING THE EXPRESS WRITTEN PERMISSION 12 A. ANCHORS TYP. ION AND CONSENT OF I I G I/2" COX. SHEATHING a� DBL. BTM. PLATE SILL PLATE TO TOP PLATE NORTHSIDE DESIGN ASSOCIATES. II SEE NAILING SCHEDULE III 5/6" ANCHOR BOLTS @ 36" O.G. BUILDER: `I MIN. 7" EMBEDMENT II w/3"x3"xl/4"PLATE WASHER II 8 TLIDS It HEADERS / c 1SILL TO PLATE CONNECTION wl SHEATHING SCALE: N.T.5. SCALE. N.T.S. DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS 141 MAIN 62-221"YARMOUTISM)36.9W2676 (50RI 362-2210 (608)362�9802 NORTHSIDEDESIGN"COM ROOF"FRAMING NORTHSIDE1@COMCAST.NET BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-IOd EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-Ibd EACH END STRUCTURAL ENGINEER: WALL FRAMING Vz" CDX SHEATHING p MU TIIPLE OPENINGS TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-Ibd 5-16d AT JOINTS DESIGN LLC STUD TO STUD(FACE NAILED) 2-16d 2-Ibd 24'O.C. HEADER TO HEADER (FACE NAILED) Ibd Ibd 24" O.C. ALONG EDGES \�i FLOOR FRAMING STAMP: JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-5d 4-I0d PER JOIST BEAM 6 STRAP NAIL 6d COMMON EXTEND HEADER BLOCKING TO JOIST (TOE NAILED) 2-5d 2-I0d EACH END NAILS @ 3" O.G. TO KING STUD BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK ar LSTA @ EA. RAFTER LEDGER STRIP TO BEAM OR GIROER(FACE NAILED) 3-16d 4-16d EACH JOIST END 2- 5/8" ANCHOR BOLTS NAIL TOP PLATE J015T ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-I0d PER JOIST DISTANCE PROJECT: BAND J015T TO JOIST(END NAILED) 3-I6d 4-16d PER J015T w/ 3"x3" PLATE WA5HER5 TO BTM. OF HDR. BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT 2 ROWS Ibd NAILS PROPOSED ROOF SHEATHING @ 3' O.C, OPENING ANDREA FIELD NOTE: PINTO I WOOD STRUCTURAL PANELS // .'jj l,-(�^ RIDGE BEAM FOUNDATION RESIDENCE I1 a .°° RAFTERS OR TRUSSES SPACED UP 16'O.C. 8d IOd 6° EDGE/6" FIELD CARN LIJAH'S ROAD .q.. 395 CENTERVILLE,MA. RAFTERS OR TRUSSES SPACED OVERR 16"O.C. fid IOd 4° EDGE/6° RIDGE STRAPS ARE NOT • iI GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d IOd 6" EDGE/6" FIELD REQUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL bd IOd G" EDGE/6° FIELD NOMINAL Ix6 OR 2x4 LUMBER OUTLOOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS Bd IOd 4" EDGE/4" FIELD THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS U51NG CEILING 5HEATHING 5)IOd NAILS EACH END C NARROW WALL BRACING TITLE: GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD L SCALE: N.T.S. TIE DOWN WALL SHEATHING DETAILS 1-1 RIDGE BAND STRAP WOOD STRUCTURAL PANELS fJ/ SCALES N.T.S. SCALE:1/8" 1'-O" STUDS SPACED UP TO 24"O.C. bd IOd 6" EDGE/12° FIELD �J = n ) k2°AND 92" FIBERBOARD PANELS 8d - 3° EDGE/6" FIELD k2" 0 1 GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD 8 FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS I"OR LE55 8d IOd 6" EDGE/1" FIELD 17 26 A 9 GREATER THAN I° IOd 16d 6" EDGE/6" FIELD DATE: OF FOR CONSTRUCTION 5/29/18 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS 12'-0° 24'-0° 5'-b° 26'-0" OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. A A.6 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 3- x10 HDR. CONSTRUCTION. CONTRACTOR TY U.N.O. ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT POST DIMENSIONS NOT BROUGHT TO DN' THE ATTENTION OF THE -PC BT LI CATFl.3OR - DESIGNER. D III II A 15v UN PIC LO5 - B I B III II I ... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... b. .... ...... ..... e A.6 I I iv DBL, STUD w I II POCKETS 11:5 TJI FLOOR JOISTS @ 16°o. 2- 1 V L L I 3-I %'xll 36° LVL FL CONTINUOUS HDR. PO5T tA.6DN. 5 4°x4°x.25° I bx6 - I It k 7 1 FLOOR.JOISTS 16LUMN DN. POS I NO. REVISION DATE -1 % x 11 I I�I 4 4°x 5° ON. 0 COPYRIGHT POCKET5 D LVL LU5H BEAM I —— LU N — o NORTHSIDE HEREBY EXPRESSLY _IC _ _ — — DN. 6 RESERVES ITS COMMON LAW COPYRIGHT. POST: PST L.B. 2-I 4 I W ° L L 6 T II WIO 39 TE G THESE PLANS ARE NOT TO BE LV H DE DI I. FLU M N. i I II DR PP I COPREDREPOOIN ANDY FORM OR MANNER 3-I 3/4°x9 I/4° I TDN POST I WHATSOEVER WITHOUT FIRST LVL HEADER I I uiIIIIIIIIIIIuIIIIInnII°IuII lIIIIIIIIIIIIIIItIIIII uIIIIIIIIIIIIIIIIIIIIIu IIIIIIIIIIIIIIIIIIIII --rInnannaI°IIIIIIIIIIIIIIIaaI lrIIIIIIIIIIIIIIIIII-__-_--_IIIIIIIIIIIIIIIIIIIIIInII°IIIIIIIIIIIIIIIIIIIIIIII----rIIIIIIIIIIIIIIIIIIIIIII°IIIIIIIIIIIIIIIIIIIIIrII---rI1IauIunI°IIIIIIIIIIIaaIa rIIIIIIIIIIIII1III----nnI°IIIIIIIIIIIIIIIIIuIIInu IIIIIIIIIIIIIIIIIIIII ---r1IIIIIIIIIIIIIIIIIIIIIu"IIIIIIIIIIIIIIIIIIIr1II D-N-. --- - IIIIIIIIII .— I xN4 16 — //IIIII II III)I D—IIIII III— o IIII OBBTUAILINDINEGR THE EXPRESS WRITTEN PERMISSION AND CONSENT OF D S o.o-I NORTHSIDE DESIGN ASSOCIATES.II II II II @ VLDBL. STU 2- I ° L LOCKE L M0____IL___J____"____IL___ FL SH E--JJI---u----JL--it----"----JL 11 Td TJI FLOOR JOISTSVL F usH B I L Ux 7/B"\LV 11P T DN 7/ LV 14°x1 ] LVL FL HEA ND P T E N. DN. POST 4x4 POET DN.3-1 3/4"Al 7/8" LVL A T LV 6.6 POST DN. DA7 NORTHSIDE 11 76 TJI FLOOR JOISTS @ 16° D.C. DESIGN TDN ASSOCIATES It 3-I 3/41x9 I/4°� ----rr—Tr--u--rr--- LVL HEADER DISTINRIVE RESIDENIAL&COMMERCIAL DESIGN 141 MAIN SRET•VARMOUH PORT"MA 02675 Iso6136z-z210 (508)362-9802DBL U POCKETS NORTHSIDEDESIGN.COM B L D B FLO KI R IST II I NORTHSIDE3@COMCAST.NET POST �L UN _ -_— — — — - STRUCTURAL ENGINEER: It I TAYLOR T 3I 3/40 x9114" P T DESIGN CSIGN LLC LVL HEADER II DN. STAMP: of 0 ❑� ❑� ❑� TYPICAL LVL/GLULAM BOLTING/NAILING PROJECT: MULTI 1 3/4" BEAMS PROPOSED ........................................................................................... 2" ANDREA PINTO A 7 A 7 RESIDENCE 2 PIECES D-4^ 2 ROW5 OF 16D NAILS @ 12°O.C. 395 CAP'N LIJAH'S ROAD CENTERVILLE,MA. -- II C z° 3 PIECES D-4° 2 ROWS OF 1/2" DIAM BOLTS @ 12" O.C. TITLE: SECOND FLOOR 2° [-FRAMING PLAN SCALE:1/8"=1'-0" 0 1 2 4 8 0 SECOND FLOOR FRAMING PLAN ' PROJECT#: SHEET 17-26 S.1 DATE: OF FOR CONSTRUCTION 5/29118 13 GENERALNOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 12'-0' 24'-0° 5'-6" 26'-O" BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. I2'-0' 12'-0" 13'-0" 13'-01 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. ° UP TOOT °D` 6 POST ALL DIMENSIONS 4. PRIOR TO CTOR SHALL VERIFY RIDGE BEAM A.6 U.TO CONSTRUCTION. CONTRACTOR ROOF BRACING 4' O.C. R DGE BEAM ASSUMES RESPONSIBILITY FOR FIRST TWO JOIST POST ON. _ _ _ _ _ _ _ _ _ _ _ _ _ _ ANY MISSING OR INCORRECT SPACES, TYPICAL POST DN. P T ON. — — — — — DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. POST ON. B B - ............................................................... ......................I.. .. .......................... I I A.6 o _ I e LI V J u — — yl ---- (V tT- T- _ ® 10' @ I I LVL EAM 2x 16° NO. REVISION DATE 0) %m N 6X6 I AIL �. w -� w ON I I _ F / ON 4z I ORTHSIDE HEREBY EXPRESSLY COPYRIGHT _Fa)GEII III S's I O. . RESERVES ITS COMMON LAW II _ I — I _1r o COPYRIGHT. �I I ry THESE PLANS ARE NOT TO BE 2-I °x I T,¢' Up6 POST REPRODUCED,CHANGED OR 2 I <x11 LV B M RIDGE BEAM COPIED IN ANY FORM OR MANNER It 5kr1 I I OBTAIN NG THE EXPRESS 1WRITTEN 2 I °✓q x I 7/ WHATSO I t 10' P ° o I 4z6 POST L L V LL — ON PERMISSION AND CONSENT OF EIG NORTHSIDE DESIGN ASSOCIATES. 2x8 NAILEId I I 2 1 3 °xll 7 LL 'o LL Y 12 1 �4%1 2xl E s 16° .c II // -1 a° -I // ® w VL B I BUILDER: VL AL ° POST I / ON. / 2xl E s 16° .c. / II 1�f0 III II / T / I VL UP6 POST I I R 151E B L L RI E° T �I / I / p RIDGE BEAM I ry P05T DN. L P T ON. ROOF BZACING,4'O.C. D I....... ..............................................................Axb. T..... .. .05. ..... .............. 6X .. I .....POCKET ... D 6 6 POST SPACESTYPICAL DESIGNER: NORTHSIDE ........... FIRST WO JOIST A.7 I ON. N. UP TO U DGE BEAM P05T RI GE EA A.6 DESIGN ON. PDOST 13 O° 13-O° ASSOCIATES 0 O DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN O ER5l1 O. •9 ,26i-0ii V 141 MAIN STREET•YARMOUTHPORT°MA 02675 ISM)362-2210 ISM)362-9802 NORTHSIDEDESIGN.COM W III NORTHSIDE1900MCAST.NET I 50L D B KI Q BET-JEEah FLO>R 15T p- UN M I ' CONTINUOUS P.T. 3-2z10 STRUCTURAL ENGINEER: HEADER W/ 1/2' PLYWD. TAYLOR BETWEEN, TYPICAL DESIGN LLC 6X6!POST I 141 RIDt E BEAM LAY ON I F 2-2x ERS \ I STAMP: w f�0 10 .C. II I I 6 c 4z; R FTE s 16" o.c. CONTINUOUS P.T.-­­, - - 3-2A0E p HEADER W/1/2' Pal LYWD.BETWEEN, ix TYPICAL = PROJECT: TCONTINUOUS P.T. 3-2z10 TYPICAL LVL/GLULAN BOLTING/NAILING PROPOSED TYP. HE W/ I/2° PLYWD. ,1 ANDREA PINTO BETWEEN, TYPICAL MULTI 1 3/4 BEAMS E -..................................................... E 2 RESIDENCE A.7 A.7 395 CAP'N LIJAH'S ROAD —— —_— —— —— CENTERVILLE,MA. — — — — —.— 2 PIECES D-4" 2 ROWS OF 16D NAILS 0 12'O.C. 6X6 POST CONTINUOUS P.T. 3-2z10 ROOF BRACING O.C. UP TO HEADER W/ 1/2" PLYWD. FIRST TWO JOIS C RIDGE BEAM BETWEEN, TYPICAL '- u 5PACE5, TYPICA A 6 1 2° TITLE: 8'-0" ROOF FRAMING 3 PIECES D-4' 2 ROWS OF 1/2" DIAM BOLTS @ 12"O.C. PLAN 2" SCALE:1/8"=1'-0" 0 1 2 4 8 ��O O F FRAMING PLAN PROJECT#: SHEET 17-26 S.2 DATE: OF FOR CONSTRUCTION 5/29/18 13