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'-, - _.�,".," I 111­­;�":,- ,i .- ,'�. �_ , ,'�� ,� I�-'" I" ,, ,_:: �f"':'.'-�.'�-�,���,,-,�,��;��N,�,,.:���,��i�,z�"�'�` �'; �'_",I., . 11 - "� '' " ` , , ,, ''� , , - 11 , ' %%%...... 'T� ,, I I , , "� I'll, ""`�','�'��"�"" �""L.",�,,-,,,,�.,-���-,,,.,�.,,',�,,�,.�""",,��,.�-, ",:"��,���,..",:��,,-,.,,�,--,�"",��,i�",.�"",-?."",.�,,�,,��".��,,",-�,,.,,�'.i,���,,--..,�"-;"��,,,�"""��,.,-,,�,�,,,.�,,�"",-�,,,,�,,�,.,.�,,,,,,..,��,�.-,�.�,,,,,�,��i,�;��,;,,','.,'�;",,'��, --��,7��,���'.�,,,,�.�'",�,,,�:,, '�k� '.' rt�'�"') ,,,,"i i'I" I.... � ., I, 54 - — - - __ Tawn of Barnstable BUlldlil e' •. Post his.Card1Sq That-�t is Visible From t�e, treet�.Approved Mans-.;Must�bebReta�ned Job rtd this�rtl.Must�be Kept � y Pos ed Until Einal Inspection Has Been ade. � w� ���f '�� � ;R hers a=Ceitifi ate.�of.Occu an: , "s"�Re aired such Build�n 's alla. o be Occu ied�unt�l a Final ns ection has bee �ma,de.. �;� Permit Permit No. B-17-1867 Applicant Name: LOCKEWOOD BUILDING CORP. Approvals Date Issued: 06/15/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 12/15/2017 Foundation: Residential Map/Lot: 349-105 Zoning District: RF-1 Sheathing: - Location: 10 SAMANTHA DRIVE,BARNSTABLE (� Co tractor Name ANTHONY L ARCARO Framing: 1YT Owner on Record: 1 SAMANTHA DRIVE LLC , ContractorUcense�CS-047646 2 Address: 780 DEDHAM ST SUITE 500 � Est Protect Cost: $24,000.00 Chimney: CANTON, MA 02021 �� Permit Fee: $172.40 insulatio >oK Description: finish off existing unfinished room above garage for aplayroom a' 7 Fee�Pa�tl' S 172.40 : �i Final: Ofc a f ll G Project Review Req: finish off existing unfinished room aboyegarage far a playroom Date 6/15/2017 If Plumbing/Gas Rough Plumbing: ing Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within s x months after issuance. All work authorized by this permit shall conform to the approved application nod the approved construction documents for wh ch this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. X Final Gas: t This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for pub is 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 signatures bythe suild� g and Fire Officials arep�rovided on this-permit. Service' Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing r`�` � � 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.Prior to Covering 5tructuraI Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). • Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2LI q Parcel I"5- Application # '/ 7 0 Health Division �(,+' Date Issued 1NG 3E6 Conservation Division Application Fee Planning Dept. JUN 14 2017 Permit Fee Date Definitive Plan Approved by Planning Board T®wN Op ,,, C—b Historic - OKH _ Preservation/ Hyannis rry 17 Project Street Address � cy Village ` 1 e Owner � � �a `► N +- � � dress c t \ Telephone \ \ Permit Request �I�t S Yl A P_cks�l 1� t304- k, lneA vc&,k o�bo yc ! t CgE�J Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation !2 y D®0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9., Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: )&Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: M Gas ❑Oil ❑ Electric ❑Other Central Air: 0 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 4 existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes A No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameFe,2LU,tl� r r Telephone Number 05-6-.53" 993 Address Uo\O&DS"— License# L/IrAq(� Home Improvement Contractor# �5D Email Lod e_L,_ &8 U kcask . NtA— Worker's Compensation # otiJ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 6-1�—17 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ay Town of B arstable Regulatory Services • t RtTfRCTA_RY�Y 4 g Richard V.Sc aA Iaterim Diredor Bading Division Tom Perry,DmTding Commissioner 200 Main.Street,Hyanfs,MA 02601 www town-ba2nsfable ma.vs Office: 508-862-4038 Fax 508-790-6230 Property Owner Must. Complete.and Sign.This Section Lf UsiyZ A Builder as Owner of the subject property- hereby md.otize � C�y \�c to act on my bebop in 0 matters telaftve to work atthotized by this buffing petwit ID :!5ad4aa-,C, t7 (Address of Job) Pool fences and alarms ate the responsibility,of the applicant. Pools are not to be filled at utt7ized befote fence is installed and all final inspections are petformed and accepted. Signaiute of Owner *atare o cant Priat Name. - Print Name Date Commonwealth of Massachusetts `Lr Sheet Metal Permit Date: 1 12,411,1: _ �l Permit# �- f � •- �y y Estimated Job Cost: $ 1 t 7 0�� Permit Fee: $ s � FEB Plans Submitted: YES N 849NSI ABLLPlans Reviewed: YES NO Business License# Applicant License # 9A Z Business Information: Property Owner/Job Location Information: NameAANVIn � S��VIr L-�, S �-�1�. Name: Street:7,2 ( s Street: City/Town: y a �� City/Town:CarY -tDr��lG Telephone: --U)- U U0 Telephone: �8 ' �JZg-r u Photo I.D. required/Copy of Photo I.D. attached: YES V NO Staff Initial J-1 enrestricted license 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 Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. V over 10,000 sq. ft. Number of Stories: Sheet metal wor to be completed: New Work: �/ Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: ENStAII oNe- HyAL S Ste � M f INSURANCE COVERAGE: I have a current liabi&insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes K)/No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy d 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 waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in 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 Progress Inspections Date Comments Final Inspection Date Comments Type of License: By N Master .Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: 2- Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval --- Feb. 7. 2017 2. 57PM __. _ _ No. 9487 P. 2 d _ Feb.' 6, 2017 12. 18PM No. 1488 P, 2 ToWn of Barnstable { Reguldory Services . s� s ffdbk�bfvis;01k ' P201 Rom.lauflaihs PoWlAudaua 200] b%k Brest,Jlymi,WA 02b01 ' �a:fawn.baruBtabl�mana Of 509-9624039. pax; SQB-790 b?30 - - -P-roperty Cv.e-t �xet z Complete and Sigh This Section ` Vd (?-Qygo4WUS u ,ss Owner o£the sAjectpavprttT L&Mby 2uA&0Aze 1 Y NP A!L I� co la oa my bCW in all mutest zdafivo to work aadiocized by this buadbgpetmitappks on fne /0 5kma An-cue. (�.aa�oss 4�rob� **)PC,0I fences snd alarms =the responsibility of the apPIieaftt Pools , ate aot to be filled or uf&ed befozb£eaw is iceia W and aIl final Inspections are performed and accepted., Wto of O*= S ro-of App&mot P�Na�ie Peat l Dato' Q1'ORMB:OQ�PIB'8P�2dS5tdNfKlbLS . Harnstead �'. Lane <40 W/DE - PUBL/C) (Pavement = 20' Wde) 20' ATURALLY VEGETATED / THE D BUFFER - NO ACCESS O �o Zt O 282j' 00` WHO Q I r LOT i Z \ 1.06 Acres 14 2 � Q _♦ I FOUNDATION PLOT PLAN °CE #'5-"' PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #10 SAMANTHA DRIVE CUMMAQUID, MA SCALE : 1" = 40' - DATE : -12-7-2016 PREPARED FOR: REFERENCE MAP 349 PARCEL 105 DB 21939 PG 178 E POLI icy o DANIEL I HEREBY CERTIFY THAT THE STRUCTURES A SHOWN ON THIS PLAN IS LOCATED ON THE OJALA m GROUND AS SHOWN HEREON. Off �� No.40980 �7 fax neope.com 0 Y downcope.com O ! OFFSS\0�P JOWN ea cope iAeefiv1,im. SUR\J l c/vJ/ eng/neers land surveyors -- 939 Ma/n Street (Rte 6A) YARMOUMPORT MA 02675 DATE REG. LAND SURVEYOR /s'y9�,JSrq,�c� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel /057 ��l1/( �. Application # ale ivision Jy,�� Date Issued �---- 2 291 Conservation DivisioM J W., � 7'OVVN Application Fee �0• U �P of ng Dept. 1 � OF BARNSTq�LE Permit Fee vI Date Definitive PI a proved by Planning Board 213� D� Historic - OKH _ Preservation / Hyannis Project Street Address /D sggAcoA q OC_, Village Owner F,1,GMyiud- ?0 L i Address /!� �� �dNye I Aeg .�iQ,fkA Telephone !�99 6 a' 1070 Permit Request also d � kp�ac caPr_ 0. ce Q e , % s 3 b61coo� VL)1� c�e v ✓ J � Square feet: 1 st floor: existing proposed 07A 2nd floor: existing proposed 61'6 Total new ;L7-59' Zoning District _Flood Plain Groundwater Overlay Project Valuation 9092 006)1 /'Construction Type Lot Size 057 5gy 4, I/,off at)Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure F iJ Historic House: ❑Yes 9 No On Old King's Highway: ❑Yes ❑ No Basement Type: X Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) k91 Number of Baths: Full: existing new Half: existing new / Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: LR/G as ❑ Oil ❑ Electric ❑ Other Central Air: 2"Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing W new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ANo If yes, site plan review # Current Use Proposed Use _r_SkAv�a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name o �- �t' (- fit 6pf lephone Number �0 9 �3 g'$.5 Z Address Ito &Q t(k,,orgy ��r License # Pq ML16 MA Home Improvement Contractor# Email LAC E�aa ,eA�t0A"_ tY_C_tCC0E-0 ��4orker's Compensation # A X VJ C, 6 3 , 4�_ ALL CONSTRUCTION (DEBRIS R ULTING FROM T IS PROJECT WILL BE TAKEN TO SIGNATURE DATE / m r FOR OFFICIAL USE ONLY APPLICATION# -DATE ISSUED �a MAP/PARCEL NO. ; tr AkDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION {old a �'� ®� ��• 6 ! � �� lk� FRAME JA& '� L , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ��oa/ ��' (9' 1 0-7 r DATE CLOSED OUT ASSOCIATION PLAN NO. f �ZHE►p,,o Town of Barnstable Building Department-200 Main Street Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-34 CO Issue Date: 6/23/2017 Parcel ID: 349-105 Zoning Classification: RF-1 Location: 10 SAMANTHA DRIVE, Proposed Use: BARNSTABLE Gen Contractor: ANTHONY L ARCARO Permit Type: Residential - Single Family Comments: Building Official Date: d+'�r Town of Barnstable Building L' �'ta.e_. • P.os't Th+s-Garc�`So7hat it 5 V+s+ble From the Street Approved Pla�ss Must'bejRetamed on Job and this Card Must be Kept Poaed� « DABNJYABLF • J ,.� ,fur n „�i 1 r , al .„ .t`"kd 3 'A } +Y y< r S`r o 3. "!'s s MAW Llni+l F+nal;rinspection Has Been Made;,j��jf; �r 7� ,y��� �� tv r t % •arGertific`ate of Oceu anc ;is Require"d„such Butld+�g shall Not beOccup+ed until a F+nal inspect+on has been made t Permit rAa+ Whe e P Y, Permit No. B-16-34 Applicant Name: ANTHONY L ARCARO Map/Lot: 349-105 Date Issued: 06/02/2016 Current Use: Zoning District: RF-1 Permit Type: New Construction-1 or 2 family Residential Expiration Date: 12/02/2016 Contractor Name: ANTHONY L ARCARO Location: 10SAMANTHA DRIVE,BARNSTABLE Est Project Cost: $390,000.00 Contractor License: 047646 Owner on Record: POLI,EDMUND L&CATHERINE R ;' Permit Fee $2,139.00 Address: 10 KETTLE POND WAY d` Fee Paid $2,139.00 MEDFIELD, MA 02052 ,; Date. '6/2/2016 Description: Construct a new 2800 square foot expanded cape with a 2 car,garage.2 1/2 baths,3 Bedroom,full„basement iv, 2 y Project Review Req x y iY y� 4 Building Official r This permit shall be deemed abandoned and invalid-unless the w a ork utho-ized by this permit a conlmencedIw{th{n six months after issuance. All work authorized by this permit shall conform to the approved applicaUgn 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 in compliance with the local"zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for^public inspection for the entire duration of the work until the completion of the same. 2 -13-1c, The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are pSrovided on This permit. �b Minimum of Five Call Inspections Required for All Construction Work 7fc: 'Z2 �" '` `! {G° 1.Foundation or Footing GGIu ` 6 �2.Sheathing Inspection lA6Zq ,; !Z 3.All Fireplaces must be inspected at the throat level before firest flue fining is mstalletl //V� 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. 6��.�l� `r` "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Pic (S Building plans are to be available on site AA pcv3 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT - �sn-7 Jiro k� .5 e - IA J L.. e r Town of Barnstable ' ti Regulatory Services nu4s $ :Richard V.Sca%Interim Director Bading Division Tom Perry,Building Co131 iec90ner 200 Main Street;Hymmis,MA 02501 www.town_barnstablema.us Office: 508-862403 8 Fax: 50&79M230 Property Owner Must. Complete.and Sign This Section. If Usi�g A Buflder C 0 1 ,as Owner of the snbject propett7 hereby anthos�ze � �7c7L\�c �� to a.&L on m7 behalf, in all matters relative to work aphorized by this bnHding permit (Address of Job) Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled or•util7zed before fence is installed and all final inspections are performed and accepted. Signat C of Owner d%aatoze o cant Print Name - Print Name 1. rf / Date _L v rr JLL v�L Jv"JL a it u e.es,v.L%o Regulatory Services _ of Richard Y.Sc 2A Interim Director. s=WM •I= - Tom Perry,ceding Cammissioner amass. . 2(10 Mau Street, Hya MA 02601 wWw DWD-barnstable-ma.us Office: 509-862-4039 - :Faar: 508-79a6230 - - Plcase Print � DATE: mmmbcr s�cct YMage `TiOMEOWD�EZ": . ammo.. home phone# wadc phone COkRENT MA=G ADDRESS: J` city/twa ` clafr. zip-codc s" as extended to include owner--oc ied dy ecMa s of six units or less.and to allow The curre�exemption for `homeowner- w � � homeo' , ers to engage an individual for hire who does not posses a license,provided that the owner acts as supervisor. . r FINMON OF HOMEOWNER Persons)wh was a parcel of Ind on which he/she resides or intends to reside,on which there is, or is'intendedto be,a one'or two family dwelling, hed or detached structures accessory to Bach use and/or farm strictures. A person who constructs more than on home in a two-year p od shall not be considered a homeowner. 'such"homeowner shalt submit to the Building Official on a form acceptable to tide Burl Official,that he/she shall be onsible for all such work performed raider the building permit (Section 109.1.1) The undersigned`homeowner" es responsib ' for compliance w the State Building Code and other applicable codes, ith bylaws,rules and regulations. ' The undersigned"homeowner"certifies that understands the Town ofBmmstable Building Deparime�t mmimmn inspection procedures and requirements and that he/she ly with said procednres and requirements. Sipnadusc of Hnmco-9acr APP iaval ifBuRdiagOfcial r will be to co with the State Building Code dwe co 35 000 cubic feet large req�ed mply Note_ Three-family ntammg , Section 127.0-Construction Conti oL HOMEOWNER'S ON The.Code states that: " y-homeowner performing work fo which a building permit is required shall be exempt from the provisions of this s on(Section 109.1.1--Licensing of co adou Supervisors);provided that if the homeowner engages a person(s)for hire do such work,that such Homeowner sh act as supervisor." Many homeowne who use this exemption are unaware that the are assuming the respansibilities of a supervisor (see A_ppendiz Q,Rules' Regulations far Licensing Canstruciion Supe rs,Section 2:15).Thu ,Jack of awareness often - results in serious prob ,-particularly when the homeowner bn-es unFce ed persons.. In this case;our Board i-armot prneerd against the eensed person as it would with a licensed Supervisor. Tlie homeowner acting as Supervisor is ultimately respa e. To ensur that the homeowner is fully awm of his/her responsrlrrlrti_s,many communities rewire,as part of the permit application,that the homeowner certify that he/she understands the responsibilities.of a Supdrvisor. On the Last page of this issue is a.form currently used by several towns. You may care t amend and adopt-such a formlcerlitication for use is your community dm cam>tfrmII_dFXFRFC . �• gP Affidavit of Substantial Financial Interest f ' 1, �� L ��cs ro of L0 -t 00 �o on oath depose and state as follows: 1. 1.am an applicant for a building permit for the property loc t d at ap _3 Parcel r 105 . The address.of the property is 16 Scp CQ C� 2. 1 have % legal.or equitable interest in the real properly which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the fast twelve months from today's date, which is / aD /6 , the following individuals or entities have had a 1% or greater legal or dquit6e interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: .Name Address � -`��a k ��-- 4. Within the last twelve months, from today's date, which is 6 , I have had a 1% or greater legal or equitable interest in the following prope . ies vihich have been the subject of a buiilding-permit application: MapfParcel Address ` 2t-�1 L-�� _ 1 3 C�6Na L�• �-f�- J�N NQ LP- 0 �i S 4� 5. Within this calendar year, I have submitted building permit applications.for property in which I have a 1% or greater legal or equitable interest. . 6. Within the -last ten days, l• have submitted building permit applications for property in which i have a.1% or greater legal or equitable interest. 7. Within this month,*1 have submitted building permit applications for property in which l have a 1%legal or equitable interest. 8. Within this month, I have received D building permits for property in which I have a 1% legal or equitable interest. Signed.under the pains and penalties of perjury, t is;0day of 30JOq(V , 204. 2001-0050/affm 1 O LOTTERY/AFFIDAVIT tel.(508)362.454.1 939 main street rt 6a fax 508)362-9880 yarmouth port mass 02675 down Cape en Inc ,g ring structural design civil engineers&land surveyors December 14,20l 5 Danief A.:Ojala,P.E.,P.L:S. Arne H..Ojala.P.E.,P.L.S. land court Thomas Perry,CBO TimothyH.Covell,P.L.S. surveys Town of Barnstable Building Commissioner Andrew R.Garuley,RI A. 200 Main Street Hyannis, MA 02601 site planning RE#]0 Samantha'Dri�e; ma id:,MA- Wind Borne Debris Region Survey sewage system: designs „y Dear Mr.Perry:. inspections This letter is to inform you that my office has measured the distance between the Coastal Mean High Water Line as defined.by the:MA Building,Code and the home proposed for#10 Samantha.Drive in Cummaquid,MA: permits The distance is found to be 1,900 feet,well in excess of the 5,280 foot(one mile)region, landscape architecture I:hereby certify the proposed building is NOT in a wind borne debris region as defined. Please do not hesitate to contact me with any questions. � sic L7AtviEl_ tiGtia Very truly yours, n,1At..J; Daniel A. Ojala RLS, PE n su>7vv�°. President,Down Cape Engineering,lnc. Attached,wind borne debris region definition and maps, J DWD. ENGINEERING, INC. 5 MICHAEL ROAD EAST BRIDGEWATER, MA 02333 (508)378-9602 domdean@aol.com November 19, 2015 Mr. Jeff Gray Structural Wood Systems, Inc. 241 Lake Street Bellingham, MA 02019 RE: Wall Bracing Per IRC 2009 with Massachusetts State Building Code Amendments (8 thEdition) 1 Samantha Drive-Barnstable, MA(Ref: 16001) Dear Jeff, I have completed my code analysis for the above referenced structure for compliance with the Massachusetts I High Wind Check List for Compliance. Based on the checklist, the sheathing on the front and back walls needs to be nailed at 3" on center at all horizontal and vertical plywood joints. In addition the sheathing on the side walls needs to be nailed at 4" on center at all horizontal and vertical plywood joints. If you have any questions concerning this letter or if I can be of further assistance, please do not hesitate to contact me. ►�AA�4d� S= OF M48S9a v ode T n E. �Fo.35062 p ISTE�``���`�``i FSS�ONAL�N� i Nf2012 IECC Energy Efficiency Certificate 10 Samantha Drive, Barnstable, MA Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): R8 Window 0.28 0.25 Door 0.25 Forced Hot Air 92.1 AFUE Electric Central Air 14.5 SEER Water Heater: Bradford White .93EF Name: Michael Goldstein Date: 6/1712017 Comments Signature 7� VXA�Z HERS Rater# 2036091 Ln Blower Door Results: 2.8 ACH @ 50pa, 2012 IECC requires 3.0 ACH @ 50pa or less Duct Test Results: 3.0% Total Leakage @ 25pa, 2012 IECC requires 4.0% Total Leakage or less I ` ' �- rn Blower Door Test Report Infiltration Test Results � $ � Building Address: , , Address: io Samantha Drive City/State/Zip: Barnstable, MA 02630 Building & Test Information: Customer Info: Date of Test: 6/15/2017 Name: Joe Venturoso Co.Name: Lockewood Building Corp Time of Test: 11:45 AM Address: 843 Upper Union St State/Zip: Franklin, MA 02038 Sq Ft Conditioned Area: 2,766 Phone: p: 5o8-328-8596 Email: e: lockewood@comcast.net Volumn: 25,6io TEST Information: Depressurize: ✓ Pressurize: Fan Model/SN: Retrotec 2000 / FToo1o96o Gauge/SN: DM32 /400120 Flow Ring Installed: B Initial Baseline pressure (Pa): -0.4 Set Building Pressure (Pa): 50 Final Baseline pressure (Pa): 0.0 Test Results: Targets Based on 2012 IECC: CFM50: 1200.0 CFM50: 1280.5 or less ACH50: 2.81 ACH50: 3.00 or less Test Results: PASSED Comments: HERS Rater Name & Certification#: Michael Goldstein #2036091 HERS Rater Signature & Date: 06/15/17 % I ra,;(:ai,E• ( 3 x, !1 �3.............. Duct Leakage Report 10 Samantha dr. Test Mode Barnstable Pressurization 02/10/2017 Test Pressure Murphy's 25.0 Pascals Testing Equipment 2012 IECC Energy Code Minneapolis Total CPM@25 or Total Duct Leakage Percentage 82.00 0.03 Total Square Footage 2560.00 Maximum Allowable Leakage 102.40 HVAC Duct Test Y„A Y � yam. � �:,;1,.�,E;.r•- �"-iTt�'.r.?, a i r ?q, j,.�; ,G(.0 w .,-�� r.N! 1 basement 2560 C 82 "`'' '` ?' 0.03 - - �: ,. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM POWEREOeY{. :`(ranVa$ V14_/V!. OC211V85.COf11 8E(irl33fi-f3A16-/CtiC-$P2D-1 i11(liil•i ili:il.! �- --'- -- f Atlos Insulation Co , Inc. 116:Danielson Pike .North Scituate, Rhode Island 62857 (401)647-2500 FAX(401)647-2645 www.atlasinsulation.com Energy Certificate License#649 Date: 2-Mar-17 Street Address: Lot 1 Samantha Dr City/Town: Barnstable,MA Area Material Thickness R Value Flat Ceiling Net&Blow Cellulose Insulation 15 R49 Cathedral Ceiling Two Pound Density Closed Cell.Spray Foam T R49 Cathedral Ceiling Dense Pack Net& Blow Cellulose Insulation 11.5" R42 Basement Ceiling Kraft Faced Fiberglass Batts 9.5 R30 Cold Ceiling Net&Blow Cellulose Insulation 15" R49 Cold Ceiling Half Pound Density Open Cell Spray Foam 12.5" R49 Exterior Walls Kraft Faced Fiberglass.Batts 5.5 R21 Cathedral Walls Kraft Faced Fiberglass Batts 5.5" R21 Stairwell Walls Kraft.Faced Fiberglass Batts 3.5" R15 Stairwell Under Kraft Faced Fiberglass Batts 9.5" R30 Garage/House Wall Kraft Faced Fiberglass Batts 5.5" R21 Blockers Half Pound Density Open Cell Spray Foam 5.25 R21 Party Walls Rigid Insulation Board 1" R7 Party Walls Kraft Faced Fiberglass Batts 3.5" R16 Party Walls Half Pound Density Open Cell Spray Foam 5" R20 Garage Ceiling Kraft Faced Fiberglass Batts 9.5" R30 Garage Walls Kraft Faced Fiberglass Batts 6.25" R19 Low expansion foam around windows and doors Shear Vents installed at wall top plate Paul Catanzaro, res. Atlas Insulation Co.,, Inc. INSULATION SEAMLESS GUTTERS CLOSET SHELVING FIREPLACES w� ENERGY STAR Qualified Homes Thermal Bypass Inspection Checklist The Thermal Bypass Inspection Checklist must be completed for homes to earn the ENERGY STAR label. The Checklist requires visual inspection of framing areas where air barriers are commonly missed and inspection of insulation to ensure proper alignment with air barriers, thus serving as an extra check that the air and thermal barriers are continuous and complete. State, local, and regional codes, as well as regional ENERGY STAR program requirements, supersede the items specified in this Checklist. Guidance on Completing the Thermal Bypass Inspection Checklist: 1. Accredited HERS Providers and certified home energy raters shall use their experience and discretion in verifying that each Inspection Checklist item is installed per the inspection.guidelines (e.g., identifying minor defects that the Provider or rater deems acceptable versus identifying major defects that undermine the intent of the Checklist item). 2. Alternative methods of meeting the Checklist requirements may be used in completing the Checklist, if the Provider deems them to be equivalent, or more stringent, than the Inspection Checklist guidelines. 3. In the event an item on the Checklist cannot be verified by the rater, the home cannot be qualified as ENERGY STAR, unless the builder assumes responsibility for verifying that the item has met the requirements of the Checklist. This option is available at the discretion of the Provider or rater but may not be used to verify more than six (6) items on the Inspection Checklist. This responsibility will be formally acknowledged by the builder signing-off on the Checklist for the item(s) that they verified. The column titled "N/A" should be used when the checklist item is not present in the home or when local code requirements take precedent. 1 4. The Checklist may be completed for a batch of homes using a RESNET-approved sampling protocol when qualifying homes as ENERGY STAR. For example, if the approved sampling protocol requires rating one in seven homes, then the Checklist will be completed for the one home which was rated. 5. In the event that a Provider or rater finds an item that is inconsistent with the Checklist Inspection guidelines, the home cannot be qualified as ENERGY STAR until the item is corrected in a manner that meets the ENERGY STAR requirements. If correction of the item is not possible, the home cannot earn the ENERGY STAR label. 6. The Provider or rater is required to keep a hard copy record of the completed and signed Checklist. The signature of a builder employee is also required if the builder verified compliance with any item on the Checklist. 7. For purposes of this Checklist, an air barrier is defined as any solid material that blocks air flow between a conditioned space and an unconditioned space, including necessary sealing to block excessive air flow at edges and seams. Additional information on proper air sealing of thermal bypasses-can be found on the Building America Web site (www.eere.ener. gov/buildings/building america) and in the EEBA Builder's Guides (www.eeba.org). These references include guidance on identifying and sealing air barriers, as well as details on many of the items included in the Checklist. CP3 I I �n I 4e T 1 ENERGY STAR Qualified Homes 'I Thermal Bypass Inspection Checklist Home Address: 10 Samantha Drive City; Barnstable State:MA Thermal Bypass Inspection Guidelines Corrections Builder Rater N/A Needed Verified Verified 1. Overall Air Barrier Requirements: and Thermal Insulation shall be installed in full contact with sealed interior and exterior air barrier except for alternate to interior air barrier Barrier Alignment under item no.2(Walls Adjoining Exterior Walls or Unconditioned Spaces All Climate Zones: 1.1 Overall Alignment Throughout Home ❑ ❑ ❑� ❑ 1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space) ❑ ❑ ❑� ❑ 1.3 Attic Eave Baffles Where Vents/Leakage Exist ❑ ❑ ❑ Only at Climate Zones 4 and Higher: 1.4 Slab-edge Insulation(A maximum of 25%of the slab edge may be ❑ ❑ ❑ ❑ uninsulated in Climate Zones 4 and 5. Best Practices Encouraged,Not Re 'd.: 1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher) ❑ ❑ ❑r ❑ 1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPS,ICFs) ❑ ❑ ❑ 2. Walls Adjoining Requirements: Exterior Walls or . Fully insulated wall aligned with air barrier at both interior and exterior,OR Unconditioned . Alternate for Climate Zones 1 thru 3,sealed exterior air barrier aligned with RESNET Grade 1 insulation fully supported Spaces . Continuous top and bottom plates or sealed blocking 2.1 Wall Behind Shower/Tub ❑ ❑ El ❑ 2.2 Wall Behind Fireplace ❑ ❑ ❑� ❑ 2.3 Insulated Attic Slopes/Walls ❑ ❑ 0 ❑ 2.4 Attic Knee Walls ❑ ❑ ❑✓ ❑ 2.5 Skylight Shaft Walls ❑ ❑ ❑ E 2.6 Wall Adjoining Porch Roof ❑ ❑ ❑� ❑ 2.7 Staircase Walls ❑ ❑ ❑ 2.8 Double Walls ❑ ❑ ❑ 0 3. Floors between Requirements: Conditioned and • Air barrier is installed at any exposed fibrous insulation edges Exterior Spaces • Insulation is installed to maintain permanent contact with sub-floor above including necessary supports(e.g.,staves for blankets,netting for blown-in) . Blanket insulation is verified to have no gaps,voids or compression. • Blown-in insulation is verified to have proper density with firm packing 3.1 Insulated Floor Above Garage ❑ ❑ ❑� ❑ 3.2 Cantilevered Floor ❑ ❑ ❑ ❑� 4. Shafts Requirements: Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with caulk or foam(provide fire-rated collars and caulking where required) 4.1 Duct Shaft - ❑ ❑ El ❑ 4.2 Piping Shaft/Penetrations ❑ ❑ 0 ❑ 4.3 Flue Shaft ❑ ❑ ❑r ❑ 5. Attic/Ceiling Requirements: Interface • All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed with caulk,foam or tape . Movable insulation fits snugly in opening and air barrier is fully gasketed 5.1 Attic Access Panel(fully gasketed and insulated) ❑ 0 ❑ ❑ 5.2 Attic Drop-down Stair(fully gasketed and insulated) ❑ ❑ ❑ El 5.3 Dropped Ceiling/Soffit(full air barrier aligned with insulation) ❑ ❑ ❑ ❑� 5.4 Recessed Lighting Fixtures(ICAT labeled and sealed to drywall) ❑ 1 ❑ 1 0 ❑ 5.5 Whole-house Fan(insulated cover gasketed to the opening) ❑ ❑ ❑ ❑ 6. Common Walls Requirements: Between Dwelling Gap between drywall shaft wall(i.e.,common wall)and the structural framing between units is fully sealed at all exterior Units boundary conditions 0 6.1 Common Wall Between Dwelling Units ❑ ❑ ❑ ❑✓ to Home Energy Rating Provider: RATERusa Rater Inspection Date: 3/4/2017 Builder Inspection Date: ree � Home Energy Rater Company Name: Are U Builder Company Name: Home EnergyRater Signature: Builder Employee Signature: t , f • �► •rs..,.1y4_W M.Kce 8 J f' Poise Cascade Double 1-3/4" x 16" VERSA-LAW) 2.0 2800 DF Roof Beam\Beam01 Dry 1 span I No cantilevers 1 0/12 slope November 11, 2015 10:07:00 BC CALCO Design Report iid 4137 File.Name '::16001 Name: 1 Samantha Drive Description: Designs\Beam01 ddress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable MA Designer: Jeffrey A. Gray Customer LOCKEW00D..BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR=1040 Misc: 800-344-8117 12 I r w Y e ♦ i v w v � ar e= +r r . v w w _�__i s> I' y 20-°7-°0 i 60 61 Total Horizontal Product Length=20-07-00 Reaction Summary(Down/ Uplift) Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,412/0 3,396/0 B1, 3-1/2" 2,412/0 3,396/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf. Area (lb/ft^2) L 00-00-00 20-07-00 20 30 11-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 28,573 ft-Ibs 73.6% 115% 4 10-03-08 End Shear 4,891 Ibs 40% 115% 4 01-07-08 Total Load Defl. U277 (0.872") 65% n/a 4 10-03-08 Live Load Defl. U474 (0.51") 50.7% n/a 5 10-03-08 Max Defl. 0.872" 87.2% n/a 4 10-03-08 Span/Depth 15.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support ._;.Member Material .... BO Post _ 3-1;/2"x 3-1/2" 5;809 Ibs; 15 8%. 63:2% Versa-Lam 1 7 632%B 3 12" 5;809Ibs . Versa-Lam 1.;T Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. eee�dd Design meets arbitrary(V) Maximum total load deflection criteria. ®��P��N 0f M4ss Calculations assume Member is Fully Braced. Design based on Dry Service Condition. DOMENIC W. P Deflections less than 1/8"were ignored in the results. '4 DeANGELO o STRUCTURALCn No.35062 Q A ��oF9Fcis P. FS r �•r T BoiseCascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam02BC CALC®Design Report Dry 1 span No cantilevers 1 0/12 slope November 11, 2015 10:39:12 uild 4137 File Name: 16001 IlWb Name: 1 Samantha Drive Description: Designs\Beam02 Address: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 I Y 3 2. •A { 11-00-00 130 61 Total Horizontal Product Length=11-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 440/0 1,339/0 2,145/0 B1, 5-1/2" 440/0 1,339/0 2,14510 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft"2) L 00-00-00 11-00-00 20 10 04-00-00 Roof Unf.Area (lb/ft^2) L 00-00-00 11-00-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,253 ft-Ibs 56.9% 115% 2 05-06-00 End Shear 2,693 Ibs 37.1% 115% 2 01-03-00 Total Load Defl. U396 (0.31") 60.6% n/a 2 05-06-00 Live Load Defl. U643 (0.191") 56% n/a 5 05-06-00 Max Defl. 0.31" 31% n/a 2 05-06-00 Span/Depth 12.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 3-1/2" 3,484 Ibs 42.6% 24.1% Spruce Pine Fir 131 Wall/Plate 5-1/2"x 3-1/2" 3,484 Ibs 42.6% 24.1% Spruce Pine Fir Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. evees v��tN OF M400 DOMENIC,W. tiG DeANGELO M, o STRUCTURAL N • � " No.35062 � FSS ��� • it Page 1 of 2 Boise Cascpde Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 2800 DF Floor Beaml13eam03 BC CALC®Design Report Dry 11 span No cantilevers 1 0/12 slope November 11, 2015 10:46:46 qWulld 4137 File Name: 16001 b Name: 1 Samantha Drive Description: Designs\Beam03 Address: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 a v r e 4 5 vas r .rr +r +�_ s 3 v v .Y tiv � y m w a v c• v r .r v r s* _ . > F; I 14-00-00 BO 61 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 3,780/0 3,612/0 3,108/0 B1, 5-1/2" 3,780/0 3,841 /0 3,567/0 Live Dead Snow Wind Roof Live Trib. oad Summary g Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf.Area (Ib/rt^2) L 00-00-00 14-00-00 40 12 09-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 14-00-00 0 80 n/a 3 Attic Unf.Area (lb/ft"2) L 00-00-00 14-00-00 20 10 09-00-00 4. Roof Unf.Area (lb/ft^2) L 00-00-00 05-00-00 15 30 13-00-00 5 Roof Unf.Area (lb/f A2) L 05-00-00 14-00-00 15 30 17-06-00 Controls Summary Value %,Allowable Duration Case Location Pos. Moment 28,668 ft-Ibs 86.5% 115% 3 07-01-08 End Shear 7,389 Ibs 54.2% 115% 3 01-05-06 Total Load Defl. U259 (0.612") 92.7% n/a 3 07-00-01 Live Load Defl. U439 (0.361") 81.9% n/a 6 07-00-01 Max Defl. 0.612" 61.2% n/a 3 07-00-01 Span/Depth 13.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing_Supports. .: - .Dirni(L x W) -:-...:Value ........ ...:..:.Support ._...Member.._..._. Material BO Post 5 172"x 5-1/4" 8;779 Ibs 10.1% 40's5% Versa'=Lam 1i'7 B1 Post 5-172 x 5=1/4" 9352 Ibs. 10 80X.;: 432% Versaiam 17 Notes Design meets Code minimum (U240)Total load deflection criteria. s•ee Design meets Code minimum (U360) Live load deflection criteria. �® , Design meets arbitrary(1") Maximum total load deflection criteria. ®PP��H OF DOME 4148" a Calculations assume Member is Fully Braced. ® � W. IA v v o� G Design based on Dry Service Condition. o ignored in the results. 4 � DeANGELO Deflections less than 1/8"were i g o STRUCTURAL Cn A No.350620 � �0�9FGISTE ` a S - Page 1 of 2 Boise Cascade Doub(-e 1-3/4" x ll-7/8" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam04 Dry 11 span No cantilevers 1 0/12 slope November 11, 2015 10:49:15 BC CALC®Design Report uild 4137 File Name: 16001 b Name: 1 Samantha Drive Description: Designs\Beam04 ddress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 _ - - T X Y ._ Y . V . 7__ Y.__:Y—_Y-___Y __X_._.X .. . _.Y...?........... _.:r___y' .,....Y_.. T "y......... __X..._Y R'._._7. `i._._T..._X ....... Y ...5. `I� L' T Y. .7 X 9 7 2 L Y .Y C Y. X `F Y Y _7 4' 7 Y 1' X '.5 7 Y 7 +r .Y T 9_1'_ Y .......... T__'b Y__4 Y O_ X .Y.. T' S__.._Y Y .Y G> !.Y i 09-06-00 BO B1 Total Horizontal Product Length=09-06-00 Reaction Summary(Down /Uplift) (ms) Bearing Live Dead Snow Wind Roof Live B0, 5-1/2" 3,623/0 1,687/0 B1 3,407/0 1,587/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% • Standard Load Unf.Area (lb/f;^2) L 00-00-00 09-06-00 40 12 12-00-00 Wall Unf. Lin. (lb/ft) L 00-00-00 09-06-00 0 60 n/a 3 Attic Unf. Area (lb/ft^2) L 00-00-00 09-06-00 20 10 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,982 ft-Ibs 57.2% 100% 1 04-10-12 End Shear 3,740 Ibs 47.4% 100% 1 01-05-06 Total Load Defl. U659 (0.164", 36.4% n/a 1 04-10-12 Live Load Defl. U999 (0.112" n/a n/a 2 04-10-12 Max Defl. 0.164" 16.4% n/a 1 04-10-12 Span/Depth 9.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 3-1/2" 5,310 Ibs 64.9% 36.8% Spruce Pine Fir B1 Hanger 2"x 3-1/2" 4,994 Ibs n/a 95.1% Hanger Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. j�,eAAad Deflections less than 1/8"were ignored in the results. �,�OF M qa P ®o�� DOMENIC WS ctiJ�o DeANGELO ® o STRUCTURAL No.35062 �p�9FG1 ST Page 1 of 2 �Boise Cascade Triple 1-3/4" x 18" VERSA-LAM® 2.0 2800 DF Floor BeamlBeamH \� Dry 11 span No cantilevers 1 0/12 slope November 11, 2015 10:58:06 BC CALC®Design Report Build 4137 File Name: 16001 Oddress: ob Name: 1 Samantha Drive Description: Designs\Beam05 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 i I n BO 21-02-00 61 Total Horizontal Product Length=21-02-00 Reaction Summary(Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,84210 3,421 /0 1,657/0 B1, 5-1/2" 1,412/0 2,828/0 1,740/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf.Area (Ib/ft12) L 00-00-00 21-02-00 40 12 01-00-00 Beam01 at bearing ... Conc. Pt. (Ibs) L 10-09-00 10-09-00 2,412 3,396 n/a 3 Beam04 at bearing ... Conc. Pt. (Ibs) L 06-02-00 06-02-00 3,407 1,587 n/a 4 Wall Unf. Lin. (lb/ft) L 00-00-00 21-02-00 0 70 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 44,635 ft-Ibs 61.4% 115% 3 10-09-00 End Shear 6,001 Ibs 33.4% 100% 1 01-09-08 Total Load Defl. U407 (0.606") 59% n/a 3 10-02-02 Live Load Defl. U822 (0.3") 43.8% n/a 6 10-02-02 Max Defl. 0.606" 60.6% n/a 3 10-02-02 Span/Depth 13.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3 1/2"x 5-;1/4" 6';795 Ibs 12 39X 49 3% Versa-Lam 1;7 B1 Wall/Plate 5-1/2"x 5-1/4" 5,191 Ibs 42.30/, 24% Spruce Pine Fir Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. .®04 Design based on Dry Service Condition. �► ,4 Deflections less than 1/8"were ignored in the results. ���P��N OF Mgss DOMENIC W. cyGJ,o DeANGELO • o STRUCTURAL U A . No.35062� pF,9F�i t ST P - Page 1 of 2 (T)BolseCascade Triple 1-3/4" x 9-1/2" VERSA-LARD 2.0 2800 DF Floor Beam\BeamN Dry 11 span I No cantilevers 1 0/12 slope November 11, 2015 11:53:22 BC CALC®Design Report ,11&uild 4137 File Name: 16001 b Name: 1 Samantha Drive Description: Designs\Beam06 ddress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 s w .v v i d •v v +r r v w v ri v Y BO 14-00-00 B1 Total Horizontal Product Length=14-00-00 Reaction Summary(Down I Uplift) t lbs BearingRoof Live Live Dead Snow Wind o BO, 5-1/2" 280/0 1,714/0 2,310/0 B1, 5-1/2" 280/0 1,714/0 2,310/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 14-00-00 40 12 01-00-00 • Roof Unf.Area(lb/ft^2) L 00-00-00 14-00-00 20 30 11-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,535 ft-Ibs 57.6% 115% 2 07-00-00 End Shear 3,305 Ibs 30.3% 115% 2 01-03-00 Total Load Defl. U302 (0.525") 79.5% n/a 2 07-00-00 Live Load Defl. U526 (0.301") 68.4% n/a 5 07-00-00 Max Defl. 0.525" 52.5% n/a 2 07-00-00 Span/Depth 16.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 5-1/4" 4,024 Ibs 32.8% 18.6% Spruce Pine Fir B1 Wall/Plate 5-1/2"x 5-1/4" 4,024 Ibs 32.8% 18.6% Spruce Pine Fir Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. ,XAAA � VjH OF Mgss9�v V o`' DOMENIC W. CyG 4 g DeANGELO m o STRUCTURAL ► • 9No.35062 �ocF FU/STE Page 1 of 2 BoiseCascade Triple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam07 \TVJ BC CALC®Design Report Dry 12 spans I No cantilevers 1 0/12 slope November 11, 2015 11:58:38 uild 4137 File Name: 16001 Rd Description: Desi 9 b Name: 1 Samantha Drive ns\Beam07 dress: 1 Samantha Drive Specifier Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 w m w I � x w Y r b' v q BO 07-09-00 15-05-00 B1 B2 Total Horizontal Product Length=23-02-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 830/927 276/0 1,192/331 B1, 5-1/2" 4,992/0 5,446/0 7,427/0 B2, 5-1/2" 2,392/33 2,366/0 3,154/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf.Area (lb/ft^2) L 00-00-00 07-09-00 40 12 05-06-00 Standard Load Unf.Area(lb/ft^2) L 07-09-00 23-02-00 40 12 09-00-00 Roof Unf. Area (lb/ft^2) L 00-00-00 23-02-00 15 30 16-00-00 _Controls Summary Value %Allowable Duration Case Location 0 0 Pos. Moment 18,936 ft-Ibs 63.3/0 115/0 12 16-06-09 Neg. Moment -20,684 ft-Ibs 69.1% 115% 13 07-09-00 End Shear 5,140 Ibs 39.8% 115% 12 08-11-00 Cont. Shear 7,678 Ibs 59.5% 115% ' 13 08-11-00 Uplift -667lbs n/a 115% 12 00-00-00 Total Load Defl. U340 (0.529") 70.5% n/a 12 15-11-06 Live Load Defl. U528 (0,342") 68.2% n/a 27 15-11-06 Total Neg. Defl. U999 (407) n/a n/a 12 04-10-09 Max Defl. 0.529" 52.9% n/a 12 15-11-06 Span/Depth 16 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 5-1/4" 1,792 Ibs 14.6% &3% Spruce Pine Fir B1 Beam 5-1/2"x 5-1/4" 14,760 Ibs 68.2% ' 68.2% Versa-Lam 1.7 B2 Wall/Plate 5-1/2"x 5-1/4" 6,526 Ibs 53.2% 30.1% Spruce Pine Fir Cautions ®►®eeaa. Uplift of-667 Ibs found at span 1 - Left. �� ���OF Mgss,9�1. Notes �� DOMEM DeANGELO W. tiG Design meets Code minimum (U240)Total load deflection criteria. o STRUCTURAL ► Design meets Code minimum (U360) Live load deflection criteria. a No.35062 40 ign meets arbitrary(1") Maximum total load deflection criteria. e 9 GIST culations assume Member is Fully Braced. e F Design based on Dry Service Condition. Q rvrTt��� Deflections less than 1/8"were ignored in the results. Page 1 of 2 �'1►)BolseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam08 Dry I 1 span No cantilevers 1 0/12 slope November 11, 2015 12:02:55 BC CALCO Design Report 0d, lld 4137 File Name: 16001 b Name: 1 Samantha Drive Description: Designs\Beam08dress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 L....._4 .._.L__.� Y._YY..,_.4___A-._'i•___7. .%__...X.........'Y._. Y.._....V_'_v..._..4' ..V . Y ..Y.._..Y.__ v.....')L_._'V_-.:P ...`.F. ..Y.,_4 .....9_.J y � x 04-04-00 BO B1 Total Horizontal Produc.Length=04-04-00 Reaction Summary(Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 4,079/0 4,340/0 5,810/0 B1, 5-1/2" 1,260/0 1,265/0 1,617/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft'2) L 00-00-00 04-04-00 40 12 02-00-00 16 Beam07 at bearing ... Conc. Pt. (Ibs) L 01-02-00 01-02-00 4,992 5,446 7,427 n/a Controls Summary Value %Allowable Duration Case Location 'Pos. Moment 9,005 ft-Ibs 41.4% 115% 3 01-02-00 End Shear 10,082 Ibs 92.5% 115% 3 01-03-00 Total Load Defl. L1999 (0.02") n/a n/a 3 01-11-04 Live Load Defl, L/999 (0,013") n/a n/a 6 01-11-04 Max Defl. 0.02" n/a n/a 3 01-11-04 Span/Depth 4.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports-, Dim.(Lx.W) Value Supporti : ::Member Material 11757 Ibs'- =13.60/c 54 39/c Versa=Earn..1..7 B1 Wall/Plate 5-1/2"x 5-1/4" 3,423 Ibs 27.9% 15.8% Spruce Pine Fir Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. DOMENIC W. tiG DeANGELO o STRUCTURAL U • No.3506 Cn - v c Page 1 of 2 Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 2800 DF Floor Beaml13eam10 Dry 11 span No cantilevers 1 0/12 slope November 11, 2015 12:21:12 BC CALCO Design Report Oild 4137 File Name: 16001 bName: 1 Samantha Drive Description: DesignslBeam10 dress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 Z •!' � O •Y 1 Y 'r ti' !' q Y V- Y 'Y i v Y \' 9' 14-00-00 �J 13,0 B 1 Total Horizontal Product Length= 14-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 7,700/0 4,900/0 3,108/0 B1, 5-1/2" 7,700/0 5,130/0 3,567/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft"2) L 00-00-00 14-00-00 40 12 14-00-00 IsBeam03 at bearing ... Conc. Pt. (Ibs) L 00-00-00 00-00-00 3,780 3,612 3,108 n/a BeamO3 at bearing ... Conc. Pt. (Ibs) L 14-00-00 14-00-00 3,780 3,841 3,567 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 16,225 ft-Ibs 56.3% 100% 1 07-00-00 End Shear 4,131 Ibs 34.9% 100% 1 01-05-06 Total Load Defl. U456 (0.348") 52.7% n/a 1 07-00-00 Live Load Defl. L/606 (0.262") 59.4% n/a 4 07-00-00 Max Defl. 0.348" 34.8% n/a 1 07-00-00 Span/Depth 13.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing.Supports Dim.(L x W) Value Support Member Material BO Post 5=1/2"x 5-1/4". 13;007.I1is 15% 60 1% Versa:-Lam 1 7 61 Post 5 172 x 5 1/4" 13;580 Ibs 15.7%; 62 7% Versa=Lam 1:7 Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. ,wee4�� Deflections less than 1/8"were ignored in the results. Bdtp OF M d-4 -- DeWGELO ,'P o STRUCTURAL ccn N0.35062 • 9 I N E Page 1 of 2 r ®BolseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 2800 DF Floor. BeamlBeam11 Dry 17 spans No cantilevers 1 0/12 slope November 11, 2015 12:46:00 BC CALCO Design Report ulld 4137 File Name: 16001 Wdb Name: 1 Samantha Drive Description: DesignslBeamll dress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING U ING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 V 6 i 5 4 i 1 y o �w r w ? v ro w w 07-00-00 06-06.00 06-06-00 ✓ 07-06-00 V 06-06-00 —v 06-08-00 J 06-09-00 BO 131 62 133 134 B5 66 67 Total Horizontal Product Length=47-11-00 Reaction Summary(Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 4,821 /496 1,859/0 0/0 B1, 5-1/2" 11,470/0 4,493/0 0/0 B2, 5-1/2" 11,719/0 4,450/0 0/0 05 3, 5-1/2" 10,51510 3,777/0 0/0 , 5-1/2" 5,134/0 1,102/0 0/0 , 5-1/2" 4,508/0 1,201 /0 0/0 B6, 5-1/2" 4,407/0 1,293/0 0/0 B7, 5-1/2" 3,024/218 3,603/0 2,374/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 27-10-00 40 12 16-03-00 2 Standard Load Unf.Area (lb/ft^2) L 27-10-00 47-11-00 40 12 13-09-00 3 Beam04 at bearing ... Conc. Pt. (Ibs) L 18-10-00 18-10-00 3,623 1,687 n/a 4 2nd floor Unf. Area (Ib/ft^2) L 00-00-00 18-10-00 40 12 13-00-00 5 Attic Unf.Area (lb/ft"2) L 00-00-00 18-10-00 20 .10 13-00-00 6 Wall Unf. Lin. (lb/ft) L 00-00-00 18-10-00 0 120 n/a 7 Beam15 at bearing ... Conc. Pt. (Ibs) L 47-11-00 47-11-00 1,220 3,089 2,374 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,583 ft-Ibs 45.4% 100% 2 17-04-14 Neg. Moment -10,334 ft-Ibs 54.7% 100% 5 13-08-00 End Shear 4,125 Ibs 43.5% 100% 2 01-03-00 Cont. Shear 9,080 Ibs 95.8% 100% 6 19-03-12 Total Load Defl. U999 (0.081") n/a n/a 2 03-06-08 Plod®o gaaa Live Load Defl. U999 (0.063") n/a n/a. 21 17-01-00 o►�P��N 'To Total Neg. Defl. 1-1999 (-0,04") n/a n/a 2 23-03-13 a o=� DOMENIC W. Max Defl. 0.081" n/a n/a 2 03-06-08 � � LO Span/Depth 9.5 n/a n/a 0 00-00-00 STRUCTURA �+ ► cn ' No.35062a Q %Allow %Allow 10 '9F earing Supports Dim.(L x W) Value Support Member Material Page 1 of 2 MEN Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam11 BC CALCO Design Report Dry 17 spans I No cantilevers 1 0/12 slope November 11, 2015 12:46:00 uild 4137 File Name: 16001 b Name: 1 Samantha Drive Description: Designs\Beamll Address: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 B0 Wall/Plate 5-1/2"x 5-1/4" 6,680 Ibs 54.4% 30.8% Spruce Pine Fir Disclosure B1 Post 5-1/2"x 5-1/4" 15,963 Ibs 1.1% 73.7% Steel Completeness and accuracy of input must B2 Post 5-1/2"x 5-1/4" 16,169 Ibs 1.1% 74.7% Steel be verified by anyone who would rely on B3 Post 5-1/2"x 5-1/4" 14,292 tbs 1% 66% Steel output as evidence of suitability for 64 Post 5-1/2"x 5-1/4" 6,236 Ibs 0.4% 28.8% Steel particular application.Output here based on building code-accepted design B5 Post 5-1/2"x 5-1/4 5,709 Ibs 0.4% 26.4% Steel properties and analysis methods. B6 Post 5-1/2"x 5-1/4" 5,700 Ibs 0.4% 26.3% Steel Installation of BOISE engineered wood B7 Post 5-1/2"x 5-1/4" 7,651 Ibs 0.5% 35.3% Steel products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes or ask questions,please call Design meets Code minimum (U240)Total load deflection criteria. (800)232-0788 before installation. Design meets Code minimum (U360) Live load deflection criteria. BC CALCO,BC FRAMER®,AJS TM, Design meets arbitrary(1") Maximum total load deflection criteria. ALLJOIST®,BC RIM BOARD M,BCIO, Calculations assume Member-is Fully Braced. BOISE GLULAMT^^ SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design based on Dry Service Condition. PLUS®,VERSA-RIM®, Deflections less than 1/8"were ignored in the results. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b d a i oT 0 c e o 0 o r —_J a minimum=2" c=4-1/2" b minimum = 3" d=24" e minimum = 3" Connection design assumes point[bad is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails &A, AA®� OF Mgssq/Z.. `� �� DOMENIC W GJ, o DeANTURAI v S pRa 35062 �► • A;�R�GISS P d �BolseCascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam12 BC CALC®Design Report Dry 11 span No cantilevers 1 0/12 slope November 11, 2015 12:32:44 uild 4137 File Name: 16001 b Name: 1 Samantha Drive Description: Designs\Beam12 ddress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 1 I �I x s M BO 12-02-00 61 I, Total Horizontal Product Length= 12-02-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 1,338/0 1,464/0 1,093/0 B1, 5-1/2" 895/0 1,01910 524/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% • Standard Load Unf. Area (Ib/ft12) L 00-00-00 12-02-00 40 12 02-00-00 Beam08 at bearing ... Conc. Pt. (Ibs) L 04-01-00 04-01-00 1,260 1,265 1,617 n/a 3 Wall Unf. Lin. (Ib/ft) L 00-00-00 12-02-00 0 60 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,798 ft-Ibs 32.6% 115% 3 04-01-00 End Shear 3,055 Ibs 22.4% 115% 3 01-05-06 Total Load Defl. U939 (0.145") 25.6% n/a 3 05-08-15 Live Load Defl. U999 (0.081") n/a n/a 6 05-07-11 Max Defl. 0.145" 14.5% n/a 3 05-08-15 Span/Depth 11.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x 5-1/4" 3,287 Ibs 26.8% 15.2% Spruce Pine Fir B1 Wall/Plate 5-1/2"x 5-1/4" 2,083 Ibs 17% 9.6% Spruce Pine Fir Notes Design meets Code minimum (U240)Totals load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. seeAA. Deflections less than 1/8"were ignored in the results. ►�N OF Mgsart =�PDOMENIC W.9cy v 4 Z DeANGELO f5-14► • d STRUCTURAL c 10. N0.35062 ��FGI S'E Page 1 of 2 �Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam13 BC CALC®Design Report Dry 14 spans I Right cantilever 1 0/12 slope November 11, 2015 12:39:26 Build 4137 File.Name: 16001 * Name: 1 Samantha Drive Description:Designs\Beam13 dress: 1 Samantha Drive Specifier: Jeffrey A. Gray City, State, Zip: Barnstable, MA Designer; Jeffrey A.Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 3 . :y w Y Y Y Y v Y w .v Y v -w Y .. r �.' _ Y w s i Y v w s Y s# � •b w s. w � t � a aw' g� +v o n. 7._ v 4, v v a ti w w +w Y w �r w 6 0: r v . «r w w g ® c- 5 Y w Vf b' ffi'. *9 W -'n' ._:y g' 9' 4 W' !` 'W' Y' 5..-..Y �?' p P v 06-08-00 <) 06 08-00 >J 06-09-00 v 02.00-00 BO B1 B2 133 Total Horizontal Product Length=22-01-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 5,736/365 4,947/0 2,639/0 B1, 5-1/2" 7,099/0 3,988/0 .2,488/0 5-1/2" 7,16210 3,318/0 2,363/0 5-1/2" 6,016/0 4,12410 2,423/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 22-01-00 40 12 11-03-00 2 BeamO5 at bearing .:. Conc.Pt. (Ibs) L 00-00-00 00=00-00 2,842 3,421 1,657 n/a 3 Beam12 at bearing ... Conc. Pt. (Ibs) L 22-00-00 22=00-00 895 1,019 524 n/a 4 Wall Unf. Lin. (lb/ft) L 00-00-00 2241-00 0 60 n/a 5 2nd floor Unf.Area (Ib/ft^2) L 00-00-00 22-01-00 40 1.2 06-00-00 6 Attic Unf.Area (lb/ft"2) L 00-00-00 22-01-00 20 10 10-00.00 7 Roof Unf.Area (lb/ft^2) L 00-00-00 22-,01-00 15 30 11-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,189 ft-Ibs 41.2% 100% 2 03-01-04 Neg..Moment -6,955 ft-Ibs 55.2% 100% 4 06-6840 End Shear 2,63.1 Ibs 41.6% 100% 2 01-03-00 Cont. Shear 4,134 Ibs 65.4% 100% 4 05-07-12 Total Load Defl. 2xL/1,998(0.101") n/a n/a 3 22.01-00 Live Load Defl. 2xL/1,998(0.076") n/a n/a 65 22-01-00 Total Neg. Defl. U999 (70.041") n/a n/a 3 17-03-09 Max Defl. 0.066" n/a n/a 2 03-03-12 Cant. Max Defl. 0.101" n/a n/a 3 22-01-00 ®0,bAAAA Span/Depth 8.5 n/a n/a 0 00-00-00 �� ��N DF MAS�a P q %Allow %Allow o o DOMENIC . d Z OeANGELO Bearing Supports Dim.(L x W) Value Support Member Material -g —� Post 5-1/2"x 3-1/2" 11,228 Ibs 1.2%° 77.8% Steel v STRUCTURAL No.35062 0 Post 5-1/2"x 3-1/2" 11,178 Ibs 1.2% 77.4% Steel .0 9 Post 5-1/2"x 3-1/2" 10,480 Ibs 1.1% 72.6% Steel s �o�FFcls , B3 Post 5-1/2"x 3-1/2" 10,453 Ibs 1.1% 72.4% Steel Notes Page 1 of 2 Boise Cascade Double 1-3/4" x 9-1/2"VERSA-LAM® 2.02800 DF Floor Beaml13eam14 Dry 14 spans Left cantilever 1 0/12 slope November 11,2015 12:43:32 BC CALC®Design.Report Build 4137 File Name: 16001 Name: 1 Samantha Drive Description:Designs\Beam14 dress: 1 Samantha Drive Specifier: Jeffrey A..Gray City,.State, Zip: Barnstable, MA Designer: Jeffrey K.Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 F w w v v'. i v yr w 'y 'v +o w v- a tis Y w 'v t* •A' yr v w a i' b 9 y w ® w 4 Y aka � ..�'� 4 �'� "1:- se3���u��,�-• ��� �` - x � � 3 ..t�g - s € �� !X,�Q'��t�� � ' 02-05-00 06-00-00 05-66-00 05-07-00 T� B1 B2 B3 B4 Total Horizontal Product Length=19-06-00 Reaction Summary(Down/ Uplift) (!Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 8,195/0 2,729/0 B2, 5-1/2" 10,009/0 2,844/0 B3, 5-1/2" 9,544/0 2,.969/0 B4, 5-1/2, 4,001 /496 1,218/0 Live Dead Snow Wind Roof Live Trib. ad Summary Description Load Type Ref: Start End 100% 90% 1156/6 160% 125% Standard Load Unf.Area (lb/ft^2) L 00-00-00 191-06-00 40 12 20-00-00 2 Wall Unf. Lin. (lb/ft)= L 00-00-00 19-06-00 0 60 n/a 3 2nd floor Unf. Area(lb/ft^2) L 00-00-00 19-06-00 40 12 16-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,883 ft-Ibs 46.7% 100% 3 05-02-01 Neg. Moment -7,017 ft-Ibs 55.7% 100% 5 08-05-00 End Shear 2,793 Ibs 44.2% 100.% 3 14-11-04 Cont. Shear 4,767 Ibs 75.5% 100% 5 07-04-12 Total.Load Defl. 2xU1.,998 (0.104") n/a n/a 2 00-00-00 Live Load Defl. 2xL/1,998 (O.C99") n/a n/a 8 00-00-00 Total Neg. Defl. 2xL/1,998 (-0.078") n/a n/a. 3 00-00-00 Max Defl. 0.068" n/a n/a 3 05-03-08 Cant. Max Defl. 0A 04" n/a n/a 2 00-00-00 Span/Depth 7.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material B1 Post 5-1/2"x.3-1/2" 10,924 Ibs 1.1% 75.7% Steel B2 Post 5-1/2"is 3-V2" 12,853 Ibs 1.3% 89% Steel B3 Post 5-1/2"x 3-1/2" 12,513 Ibs 1.3% 86.7% Steel B4 Wall/Plate 5-1/2"x 3-1/2" 5,219 Ibs 63.8% 361% Spruce Pine Fir PsjAAA,4 Notes OF MgSSgcd P d o=�� DOMENIC W• yGs�,� d peANGElO - '4 TRUCTURALCn o S ► a No.35062 cc 09�9FG I S ®►.FFSSI « Page 1 of 2 Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 2800 DF Floor Beam\Beam15 Dry 11.span No cantilevers 10112 slope November 11, 2015 12:45:31 BC CALCO Design Report Build 4137 File Name: 16001 b Name: 1 Samantha Drive Description: DesignslBeam15 dress: 1 Samantha Drive Specifier: Jeffrey A..Gray City;State, Zip: Barnstable, MA Designer: Jeffrey A. Gray Customer: LOCKEWOOD BUILDING COMPANY Company: Structural Wood Systems, Inc Code reports: ESR-1040 Misc: 800-344-8117 3 r a. so 15-03-00 61 Total Horizontal Product Length=15-03-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live. BO, 5-1/2" 1,220/0 3,089/0 2,374/0 61, 5-1/2" 1,220/0 2,130/0 1,023/0 Live Dead. Snow Wind Roof Live Trib. Load Summary Description Load Type Ref. Start End 100% 90% 115% 160% 125% Standard Load Unf.Area (lb/ft^2) L 00-00-00 1.5-03-00 40 12 02-00-00 Beam01 at bearing ... Conc. Pt. (Ibs) L 04-09-00 04-09-00 2,412 3,396 n/a 3 Wall Unf: Lin. (lb/ft) L 00-00-00 15-03-00 0 120 n/a 4 2nd floor Unf.Area (lb/ft^2) L 00-00-00 15-03-00 40 12 02-.00-00 Controls Summary Value %Allowable Duration Case Location Pos, Moment 21,780 ft-Ibs 65.7% 1.15% 3 04-09-00 End Shear 5,344 Ibs 39.2% 115% 3 01-05-06 Total Load Defl. U348 (0.499") 60% Na 3 07-01-14 Live Load Defl. U748(0.232") 48.1% n/a 6 07-01-14 Max Defl. 0.499" 49.9% n/a 3 07-01-14 Span/Depth 14.6 n/a n/a 0 00-00-00 °/a Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 5-1/2"x5-1/4" 5,784 Ibs 47.1% 26.7% Spruce Pine Fir 61 Wall/Plate 5-1/2"x 5-1/4" 3,812 Ibs 31.1% 17.6% Spruce Pine Fir Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. A°d� Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced: ®►���DF MASsq a� Design based on Dry Service Condition. �P W. cG Deflections less than 1/8"were ignored in the results. o� ppt\hENIC o pemNGELO aA lop o 4 v STRUC�06L `n >n No 32�o A90 9FGIST P ®►F"SS C Page 1 of 2 I REScheck Software Version 4.6.2 Compliance Certificate Project 1 SAMANTHA, BARNSTABLE Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,843 ft2 Glazing Area 25% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1 SAMANTHA LOCKEWOOD BUILDERS BARNSTABLE, MA UPPER UNION ST FRANKLIN, MA 02038 ftm .� Compliance: 4.2%Better Than Code Maximum UA: 406 Your ILIA: 389 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 cr cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 2,643 49.0 0.0 0.026 69 Ceiling 2: Cathedral Ceiling 200 49.0 0.0 0.022 4 Wall 1: Wood Frame, 16"D.C. 1,801 21.0 0.0 0.057 73 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 392 0.300 118 Door 1: Solid 67 0.210 14 Door 2: Glass 58 0.300 17 Floor 1:All-Wood J oist/Tru ss:Over Unconditioned Space 2,843 30.0 0.0 0.033 94 Compliance Statement: The proposec 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 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael Konosk - hers rtin 1891246 Michael Konosk `°�°" =" 04/20/2046 Y yr� -.�.4- Name-Title Signature Date I Project Title: 1 SAMANTHA BARNSTABLE Report date: 04/21/16 Data filename: Pagel of 8 C:\Users\Kono\Dropbox\Konosky\00_BUILDERS\Lockewood\i_SAMANTHA BARNSTABLE\1SAM.rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 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. SectionT Plans Field_Verified Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions &Req.ID Value Value - 1031, ;Construction drawings and �� ❑Complies 103.2 ;documentation demonstrates a ❑Does Not [PR1]1 energy code compliance for the 7 . ❑Not Observable building envelope. ` ❑Not Applicable 103 1, ;Construction drawings and ❑Complies 103 2, "documentation demonstrate _ d 6`n ,W, []Does Not 403.7 ;energy code compliance for [PR3]1 ,lighting and mechanical systems �� "`°"��" MMW " ❑Not Observable Systems serving multiple ❑ , Not Applicable 'dwelling units must demonstrate T ;compliance with the IECC �� '` x tOmmefCldl Provisions. ,tea �W�P6 302 1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA gj F Cooling: Cooling: ❑Not Observable Manual J or other methods approved by the code official. i Btu/hr Btu/hr []Not Applicable i 1 Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) ; 2" Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: l SAMANTHA BARNSTABLE Report date: 04/21/16 Data filename: Page 2 of 8 C:\Users\Kono\Dropbox\Konosky\00_BUILDERS\Lockewood\1_SAMANTHA BARN STABLE\1SAM.rck Section # Foundation,Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 `A protective covering is installed to ElComplies [FO11]2 I protect exposed exterior insulation ❑Does Not g, land extends a minimum of 6 in. below j grade. ,❑Not Observable!; ❑Not Applicable 403.8 aSnow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ve ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact.(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 SAMANTHA BARNSTABLE Report date: 04/21/16 Data filename: Page 3 of 8 C:\Users\Kono\Dropbox\Konosky\00_BUILDERS\Lockewood\1_SAMANTHA BARNSTABLE\iSAM.rck 1 section a Plans Verified Field Verified - #,ry Framing/Rough-In Inspection Com lies? Comments/Assum tions P Value Value p p &�Req.ID l = 402.1.1, ;Door U-factor. U- ; U ;❑Complies ;See the Envelope Assemblies 402.3.4 i UDoes Not ;table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- I U . ;❑Complies Seethe Envelope assemblies 402.3.1, s average). :❑Does Not ;table for values. 402.3.3, 402.3.6, t❑NotObservable 402.5 ;❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products I❑Complies [FR4]1 :are determined in accordance �� �" �a���a =❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. j P I❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier , 1❑Complies [FR23]1 :installed per manufacturer's " ""Y ❑Does Not instructions. � N ,:;; ai, ❑Not Observable ; ❑Not Applicable 402.4.3 Fenestration that is not site built �, � ❑Complies [FR20]1 :is listed and labeled as meeting A �❑Does Not AAMA/WDMA/CSA101/I.S.2/A440 or has infiltration rates per NFRC � � ... ❑Not Observable i400 that do not exceed code . f� � ❑Not Applicable ; ;limits. 402.4:4`•�* IC-rated recessed lighting fixtures . r ❑Complies 016]?.• sealed at housing/interior finish �, FN ❑Does Not and labeled to indicate <_2.0 cfm _ r .a . ,, . Rk leakage at 75 Pa. ❑Not Observable „,nr ❑Not Applicable 403.2.1 ;Supply ducts in attics are ; R- ; R- ;❑Complies [FR12]1 !insulated to >_R-8.All other ducts : R R_ UDoes Not in unconditioned spaces or ❑Not Observable ' ;outside the building envelope are; ;insulated to >_R-6. ; ;❑Not Applicable 403.2.2 !All joints and seams of air ducts, g # ❑Complies [FR13]1 :air handlers,and filter boxes are ❑Does Not sealed. J❑Not Observable ❑Not Applicable 403.2.3 ''Building cavities are not used ast k� �� _ ❑Complies [FR15]3 ducts or plenums. �_ ❑Does Not a ❑Not Observable .. . .� "°" ❑Not Applicable 403 3 HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 1: above 105°F or chilled fluids UDoes Not below 55°F are insulated to >_R- 3 :[]Not Observable ; ❑Not Applicable 403 3 1� ,Protection of insulation on HVAC , '�❑Complies ; r [FR24]1 'piping. ❑Does Not j [-]Not Observable ❑Not Applicable 40�3 4 2 ° 'Hot water pipes are insulated to R ; R- ❑Complies [FR18]2 < >_R-3. ;❑Does Not ;❑Not Observable ' E :❑Not Applicable 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) ' Project Title: 1 SAMANTHA BARNSTABLE Report date: 04/21/16 Data filename: Page 4 of 8 C:\Users\Kono\Dropbox\Konosky\00_BUILDERS\Lockewood\1_SAMANTHA_BARNSTABLE\1SAM.rck f Section Plans Verified Field Verified # Framing/Rough-in Inspection Val ue` � Value Complies? Comments/As umptions & Req.ID 403.5 Automatic or gravity dampers are %` []Complies i [F_R19]2 installed on all outdoor air . . � .�❑Does Not i intakes and exhausts. W' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2° Medium Impact(Tier 2) 3:_ Low Impact(Tier 3) Project Title: 1 SAMANTHA BARNS T ABLE Report date: 04/21/16 Data filename: Page 5 of 8 C:\Users\Kono\Dropbox\Konosky\Oaf_BUILDERS\Lockewood\1_SAMANTHA BARNSTABLE\1SAM.rck Section � _ f�Plans Verified Field Verified # ' ' x, 'Insulation Inspection Value Value Complies? Comments/Assumptions'; &'Req.ID M .303.1 All installed insulation is labeled ' ❑Complies ; [IN13 or the installed R-valuesi �` e " � ❑Does Not "�.. provided: t,� s � ❑NotObservable f❑Not Applicable 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies :See the Envelope Assemblies 402.2.6 i ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ' ❑Not Applicable 303.2, ;Floor insulation installed per - ❑Com lies 402.2.7 'manufacturer's instructions, and ❑DoespNot [IN2]1 in substantial contact with the z ;underside of the subfloor. �z '. � &� �� � �1u J❑Not Observable � r ❑Not Applicable 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'/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; , requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is installed per " " ❑Complies [IN4]1 i manufacturer's instructions. � � " ❑Does Not W ❑Not Observable k❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 14,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 SAMANTHA BARNSTABLE Report date: 04/21/16 Data filename: Page 6 of 8 C:\Users\Kono\Dropbox\Konosky\00_BUILDERS\Lockewood\1_SAMANTHA BARNSTABLE\1SAM,rck I section Final Inspection`Provisions Plans Verified Field Verified Valued Value �Co plies? Comments/Assumptions & Req.ID J &„�.• . 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, 402.2.E ;❑ Steel ❑ Steel :[]Not Observable [FI1]1 ; ;❑Not Applicable ; z 303.1.1.1,;Ceiling insulation installed per «, r -� �. ❑Complies � � �� 303.2 manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every ')❑Not Observable ;300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable , Via,#❑Com lies [FI22]z insulation include baffle adjacent []Does Not Ito soffit and eave vents that , r ❑Not Observable extends over insulation. S _ ` = ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F13]1 :insulation >_R-value of the ;❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [F[17]1 ,ach in Climate Zones 1-2,and E❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. ,.:, r ",[]Not Observable ,�'ar ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies � [Flg]2 installed on forced air furnaces. ❑Does Not j ❑Not Observable *5y 'act❑Not Applicable 403.1.2 Heat pump thermostat installed �.; ,„ ❑Complies ; , [FIlOIz K on heat pumps. ❑Does Not ; ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water rr, �,�p ❑Complies [ ll]Flz systems have automatic or t ❑Does Not accessible manual controls. ❑Not Observable h . _ 4> '` ' r '� a, ]EINot Applicable 403.5.1 All mechanical ventilation systems � '12., a .� ,� �, ❑Complies [FI25]2 ' fans not part of tested and listed `' `�w ❑Does Not HVAC equipment meet efficacy and air flow limits. a _. ❑Not Observable � �(❑Not Applicable 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent V, 4 ❑Does Not ;fixtures have high efficacy lamps. ;Does not apply to low-voltage � ,� ❑Not Observable alighting. :' `�, "`� � `� ❑Not Applicable 1 High Impact(Tier 1) -2 IMedium Impact(Tier 2) [�3frl Low Impact(Tier 3) Project Title: 1 SAMANTHA BARNSTABLE ; Report date: 04/21/16 Data filename: Page 7 of 8 C:\Users\Kono\Dropbox\Konosky\00_BUI LDERS\Lockewood\1_SAMANTHA_BARN STAB LE\1SAM.rck section ° _V", � Plans Verified' ` Field Verified # Final Inspection Provisions 'Complies? Comments/Assumptions &'Req:ID - HValue.,E ..Value, 404.1.Y Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. �� #�w,xi []Does Not ❑Not Observable ❑Not Applicable 401 3" Compliance certificate posted. r� g - �, [ Complies [FI7]z ❑Does Not t � u❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ' �� � �❑Complies (FI18]3 mechanical and water heating ❑Does Not have been provided. - °� log ❑Not Observable ` s #0- .. Fes.,: .., ❑Not Applicable .x Additional Comments/Assumptions: 1 High Impact(Tier 1) 3 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 SAMANTHA BARNSTABLE . Report date: 04/21/16 Data filename: Page 8 of 8 C:\Users\Kono\Dropbox\Konosky\00_BUILDERS\Lockewood\1_SAMANTHA BARNSTABLE\1SAM.rck f 2012 IECC Energy Efficiency Certificate ,7 k�}w,. ,1ti7R•,��d4y,,, fxi �r. Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.21 ------------ Heating System: Cooling System: Water Heater: Name: Date: Comments r i TOWN OF BARNSTABLE PLANNING BOARD FORM G RELEASE OF LOTS UNDER COVENANT Barnstable, Massachusetts: date 261 S The undersigned,being an authorized agent of the Planning Board of Barnstable, Massachusetts,hereby certifies that the following lots owned by Edmond L&Catherine R.Pol!i,securing the covenant dated July 11,2005,and recorded in Barnstable District Deeds, Book 20085, Page 261,(or registered on Certificate of Title No. Document# ), and shown on a plan entitled"(Subdivision#802)Definitive Plan Subdivision of Land in (Cummaguid)Barnstable MA prepared for(Owner/Applicant)Jane A Ryer.TR dated March 9 2005 Revised May 9 2005, May 10,2005"and recorded with said Deeds Plan Book 600 Page 97 (or registered in said Land Registry District, L.C.# ),are hereby released from the restrictions as to sale and building specified in said Covenant. Said lots are designated on said plan as follows:Lots 12,3,4,5,and 6 as shown on said plan SUBDIVISION No.802- Samantha Drive/Hamstead Lane Authorized Agent,Planning Board of the Town of Barnstable tephen elman, Planning Board Chair COMMONWEALTH OF MASSACHUSETTS Barnstable, Massachusetts,ss //G 20 Then personally appeared S�� p /yti L— an authorized agent of the Planning Board of the Town of Barnstable,Massachusetts and acknowledged the foregoing instrument to be the free act and deed of said Planning Board,before me. ��.�✓G r/ e l e r s ilk l 1 NO ARY PUBLIC My commission expires: /'p �. / 02 0 4 After recording, return to: PM_PaM MW °a°° �Bs l?�t�iP-Y l 41�ktFQ: a6a� °°� Joyce A.Pew sulfite '...� Town of Barnstable Planning Board Commonwealth of t -assachusays ' <; 200 Main Street MyrOroanmriuriEgwb.91f,2gffi , Hyannis, MA 02601 " � �` - , .. QUITCLAIM DEED CODE REALTY LLC, a Delaware Limited Liability Company having a mailing address of 52 Ship's Eagle Land, Osterville, Barnstable County Massachusetts 02655 for consideration paid of Two Hundred Ninety Nine Thousand and 00/100 ($299,000.00)Dollars grants to George K. Campbell of 490 Main Street, Centerville, Barnstable County, Massachusetts with QUITCLAIM COVENANTS, the land together with the buildings thereon on Hampstead Lane, Barnstable, Barnstable Countyj Massachusetts being more particularly described as follows: Lot 7, Samantha Drive, as shown on plan entitled "(Subdivision #802) Definitive Plan Subdivision of Land in (Cummaquid) Barnstable, MA" prepared for (owner/Applicant) Jane A. Ryer Tr. Dated March 9, 2005, Revised May 9, 2005 and May 10, 2005 and recorded in Plan Book 600, Page 97. Reserving and excepting,however, the fee in said Samantha Drive. This conveyance is subject to the Declaration of Property Restrictions and Establishment of Samantha Drive Owners Association for Subdivision Known as "Definitive Plan Subdivision of Land in (Cummaquid), Barnstable, Massachusetts" and Bylaws of Samantha Drive Owners Association, both dated August jg-,2006 and recorded herewith. This conveyance is subject to and with the benefit of any and all rights, restrictions, and easements of record insofar as the same are now in force and applicable. Together with the right to use Samantha Drive as shown on said plan with others of record entitled thereto for all purposes for which streets and ways are commonly used in the Town of Barnstable. There is no outstanding Maintenance Assessment due to the Samantha.Drive Owners Association for said Lot 7 as of the date of this conveyance. For Grantor's title see Deed dated July 12, 2005 and recorded with said Deeds at Book 20092, Page 287. {Remainder of page intentionally blank; signature AAEA(s�IoETTllow A A SS TATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-21-2006 a 12:46pa Ct1S: 972 DocL: 52812 Fee: tIP022.58 Cons: $299P000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 08-21-204b a 12:46pm Ctl�: 972 Doc': 52812 Fey. $681.72 Cons: $299r000.00 lln L 1LVJ ry J'sL 7rJl V y� i WITNESS my hand and seal this day of August,2006. CODE REALTY LC Charles K Doe, J an ger COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. August ! ,20Qb On this _� day of August 2006, before me, the undersi ed notary public, personally appeared Charles F. Doe, Jr. as aforesaid and proved to me gh a isfactory evidence of identification, which was a driver's license, to be the p son ho a is signed on the preceding or attached document and acknowledged to a that a gn d it voluntarily for its stated purpose. r Notary Pu ' My Co )4s/h Expires: 337408 DAVID V. LAWLER Notary Public C MMONWEAL114 OF MASSACHUSETTS commisslon Ezgiree oclobor 22. zol o l7J\ LZL VJ tl� J'iJ Tr-0LV 1L F CODE REALTY ILC MANAGER'S CETI ATE The undersigned, who is the duly appointed, acting and qualified "MariaS er" of Code Realty LLC, a Delaware limited liability company (the "LLC"), does hereby certify that the Members of the LLC have authorized the following actions to be taken by the Manager in accordance with its Operating Agreement: (a)the sale of Lot 7, Samantha Drye Barnstable, Massachusetts; acid (b) the execution and delivery of any and all such other documents, instruments, agreements and certificates as deemed necessary and appropriate to effect the above-described transaction. IN WiT'NSS REOF, I have hereunto set my hand and seal as Manager of Code Realty LLC as of this fbdaY 8u of August,2006. CODZes Y LLC By: F. o , r-.4, Vlanager COMMONWEALTH OF MASSACHUSETTS Middlesex, ss. August' 006 On this day of August 2006, before me, the undersigned notary public, personally appeared Charles F. Doe, Jr., Manager of Code Realty LLC as afore nd:;proved to me through satisfactory evidence of identification, which was a driv ice ; to,,-be the person whose name is signed on the preceding or attached docume d ackn ledg o fie that he signed it voluntarily for its stated purpose. otary lic M A V. IAWIER tart' Public CO 10 EALTH OF MASSACHMITS M a I65I0n.Explres Oobber 22, 2010 .f�.. } 1) I f 337574 17J\ G1L VJ ty ,. =Z 7JLVyL De wa re PAGE 1 ghe Yirst State Zr HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO , sRKBY CERTIFY "CODE REALTY LLC" IS DULY FVRMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS 79Z RECORDS OF T1YIS OFFICE SHOW, AS OF THE TWENTY-EIGHTH DAY OF JULY, A.D. 2006. G�•��ra �� oA 0 Harriet SmKh Windsor,Secretary of State o 3909459 8300 AUTHENTICATION: 4937543' 060712976 DATE: Q.7728-06 BARNSTABLE REGISTRY OF DEEDS 0 -------------- Lv.,r av,wuer[[aa,.e 7 I :: r-----:- ------ I I ram, fLAaa a„.a r� a b' I caw.vu 1 '-- -------- - -- ------------------------- - •wnc_[,*'-nL rY f -------- ---- ------------------- ---• z�'..`�, ,sscn<caT.[iLr:Lr 11 rn...r. ,r.,:w.,_.fa..,. � •� ' c :'rf•..fixr r•„p,.e.aw-. •i avr v L a*rcw.vLs.c._sLL-p. 11 I a - r,srmc.c I I ..�:a rcrrr --n a.orc L c^L�.• amoawrcn�a w:LL,uo I - - r]=n L'.cvu,r:Gf:•.:-,.ur_aarrr:r I1 _ _ _ 6:'(7• _ - ---- ------ ------- ---- -- ---- ------ -- 4 -way voc ax vc^r-Lwc"n I .: - ------------------ _1____�._____ i •� .- cvnFLoc ccx Lv•.c cLr 1 1$' �--- ------ ------ o (1;: r.:..wo:aa:: ,..,.,•z•a co.coL.L _ i . ).r+1 c..ve.w:cc r:a::.:fr•au,,. I _ - .....��.,-....,..... 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N..l..I-I.::- //.1�1 _m.-.-:_.­.:19.'-'�I: ._...�_;-_ �--���I1.r .�­r-_..�...I.��-_�-I-...-�.9.�;-'-I-:._:.......EII,:-1 ..GI1..r..-�..".9:.. ...-��...�..,:19��r.:. ­�......l�,T":.�.�.99;�I......�:..:. .._-I...�I1 I.�..1­.: ..I..:�A���...�.:.� ..�I..�I�i��..�...i..­9�-.r�.r 9-._.. ..:.9l...�_Ir. ..I.:Ir TT,7�,�.�I.!;.ii­I..111rr�rr;�.i: l,.�I.1�D."..._9.9­.....- r1-r.....�I ..-..��1,�v.�I,T,IT;i91.....':.�.-..... ..I...1�I­.r::... ....F-­_�.,1�..­..r�1 . �o'� _ . . ,.. ; ... ... e I. A/p^r ..... , ,._i 1 .. „`. IX8 CONTINUOUS FRIEZE 2OARD. �1 14 c::..,L V .,I�...I:1 NTI FRIE ...". .: :. :.:: .... - _ .1: r..,.�,...,.�:7A_I,,.. ....-. ��_�l,�..1-��9 I..�. ,..._..1 arm 16 . ,::. :l IX8 CO NUOUS .ZE BOARD. 42 I...;.. ......I..' ::: _ ".. - _ -8'FLYIF1G QAk6S " ._ :. r._.;. "-. :.. ...... ....:: :..:......... _. ... .......,W/IXBPQIEZCBOAQD- .I 1�.I11.1.. ... ... ..._ �T2 _ _ .�^f ALE TOVt�N-0F SARI .."�I._..�-,I:..:­...9_�-..,:I-;1;�­1I...:.,,..Pl 1.....I- �.;...,9.k'....I­ .._��-_:-f.rI'-�.-....rr_1. . , , , : . . . . .. .. :. _:. .:.:: .:. j - H m m m m m ..: , L' I 1:: . - , _. .,... ... " _..". ... .. ..... ... .._ .. .,.. _. .... .... ... __ -. -. .... " .. ... :: ..- ............ ........ .......... ..I...... .:__ ::.: -........ .._. _. .,......". ......... ....... ......... ........ ....... ......:.. ..................... Rear Elevation SM E DETE TORS REVIEWED R lcl t Side Elevation see e: 4-1-0 c -/G ..,I�.I;��Q.rIr.;.�..I�I ... .....�-;.,,�1��1-f�..\=_.=-r.':. ..,;A 9��,��.f'r.­ -.II I,rr��.:.�.;..-I,-. . .­ 9%II;r;r.99- i-I:-'.9K ..,"1.9:�t. 1012 - -_BARNSTABLE BUILDIN 12 .. ':... „: : '1012 - 12:12 - 8'PLVING K65 .. 7...I_.� .-..I.:_r.: --_�./=-� ..r.-.I-... �'- - . w„X8 AXPARTMENT -. __. .- ".." I_: - :DA,1 C IX8 FQI Z6 BOAQP _, , '" ' 8'FLVING QAk6S :"": __ .. :_ W/IXS FRIEZE eoAQD - ... .i .-. .".:' ... BOTHSIGIIG4TURE E�EAWWURjE9NG 12 . _�7- .. .. .... ._ .......... ..: ... .. .... x 6 _ _ 42 r" I CORNER BOARDS ` ,. , ;.IX8 CONTINUOUS FRIEZE BOARD .:. - ::.. ... .... :. , .. I..,.... ........ ....9..".. ...... ". - .:. ..: - - / ..,:. ... :. i.... ,; _ ... .. _- " "_ -x .. ... : ... I.. .:.. :._ .l.. ... . .. _ .... _ .. .. . ..! .. _ .... .... ... . ". _ " ._ .... .. ._ m :: .._ .. _ "::. ...::.....::: ........:... .. ..... ......... ". .. _._ __ ._ s - S --_ ._. ... ..... - ........ .. .......... ....__.... .., ,.:..... _......"._ I , 12'baxed w ndow - - - - - l' - ...:- .::.:.. as shown :: i, .Y. .,x Left-Side Elevation 9CO1e _, I Front Elevation .•r TABLE R402.1.3 EQU YALENT U{ACTORS`: ': I.ALL DIMENSIONS AND ROOM SIZES SLJALL BEFE• - - FRAME BASEMENT CRAWL . FENESTRATION SKYLIGHT CEILING MASS WALL' FLOOR .. : VERI<=16D BV BUILDER/OWNER BEFORE .WALL WALL SPACE WALL CONSTRUCTION. UFACTOR IFFACTOR UFACTOR V41WTOR' 'U-FACTOR UFACTOR, _: 'FACTOR UFACIOR . . _ 1 0.50 0.75, ,0.035 0.082 0.197 .0.064 0.360 .0.477- Z.ALL WORKING STANDARDS SWALL REFLECT 2 . 0.40 0.65 �0.030- 0.08E -0.165 '0,064 0.360 0.477 i - . ALL LOCAL 1 STATE BUILDING CODES. - '" - 3 0.35 0.55 0.03o 0.0570098 0.04T - -0.lT9i' .0.136 4 Ta�LBRFBLIA - W SUUTgNAND F[nE3TMItaM REIm1EtlEMd BY aIMIPBMMT' PR O PO ATI O NS 3.ALL UN-DIMENSIONED DOORS/WINDOWS/ 4eurpl Marl. '0.35 ., : 055 - 0.026 :0.057 :0008 ,,0.047 :0.059 0.065rr ' R3151 CnrtiommnnB:hleabrmx Fatnew Fnn'sLmcllDAilm - ., - _. rrooa exsl, ,n61APiRc.. SED ADDITION/ RENOV appr Bred tartan monoxlde aWrnl shall lie tnsianed ottlsitle'of -,,lBX-RAl-savumrr rEe ter-mu,w 'P00D • CASED OPENINGS SHALL eE CENTERED OR 5.adA1mlle4 -0.32 0.55' 0.02E -: 1057 0.08E 0.033.-.:. no5o.'- ::0.055 each vpamte sleeptllg aiea N the hnlltedlale rk;bltly af.dle MRlE rsr cW urmeim _y,-.. A90wE r aysiu ovswe-- _. .prrrR R-v'"miwr i.00KF.WOOD B Tfi. .RS INC LJAVE 4 STUD/JACK CONFIGUQATION. - 5-,_�, ,_,_ - brlrantn3tlmROfiy WTfn'N111.1 wMch l-Ored�"Y= 1 Nn 0" 0.25 fi 13 YF' 13. 0. B D I SA\1AN'1'HA DRIVE,BARNSTABLE,n'!A ""'0 "'�"'0:32'"""""'"""O:Sa .0.0 - ..048^"-'»".O.O6U_"""-0.033y. '"`0: - 0:055 Bre lmlaliM Bad ln'&ClWlg unamthat:hatx Stitched guaabes z .a40 Bes Loss 3a 1] a ..o B o A.DRAWINGS ARE DIAGRAMMATIC AND ARE NOT 7aml8 0.32 055- 0.026. OA48 :OAST U.028- 0.050 0.055 af r] 0.35. OSS .0.25 38 30 v 13.5' UIJ i9- LIY D L13' INTENDED TO BE SCALED GOR .. -. - F � . 'MEASUREMENTS. : a..Nanfcrcs W LAfectees stall be.based f-mmeeAlremanl.mk¢tatiatra so.pp-ed sasrte. .' cam . d]5 055 O.10 /9 Tea 13.4 UI3 I9, -,tell] 10.XP. td13 h Wh n w m U m halt da imus sh l>bnlho Ime a:18 mars ndl ll.(Unafi shall be a sutra m of U:17 is Clima aTa a I.U.1�s cnnaln 2 nn Z,d.11 s R714.3 LBcutbn Smoke alarms shall he Inifhlled tr the f 1- :.- __.. ,. '.-.nd BIY 0.55 'Mt 'IA..:.m a 1s.0 1&ti >p .. 15rie to 21t._'IYl9 '�9 ,CWutc Long 3.0.08710 CIImsldTmv4campthlei4sr.U.OG in COnutGLom5 aW hienser.eM0.057s CUmsi¢L¢Pes GtNough tl. 'kiwLlg ltxallpns:. :,N.MF - rI- JA,�q'X4.s�1i,A51O rp;rNeXH+ij:X'#F.lr S %y NOTICE:CONTRACTOR SWALL REVIEW PLAN AND I cBeil®a:wa0U4atla.Rf0.3W swalwbeedd locesimu esdi4hlcd l+Y Figvu.R3DI.I eNTahk R701.1. _ "' "'" oiT',0, '1 3aF- 1.A9'- tt4 11 "�, .. i.,in cart skcphtg room. - ;a o. D F9 _. (31X}XF�'XXT,S;; eS XY@rs REPORT ANY INCONSISTENCIES.DISC2EPANCI6S.� . . - 7'md5 .Am L 055 KR 49 2 5a13-IP Iml ]P -15119 ID.IA 'soo OR 4M9IGUITIES TO MICI-146L J.KONOSKV T 2.t71FL tde'each upmateskepli�g area Snthe immediate rasr.l l,d....e_. - 842 UPPER UNION STREET,SUITE 1-by FRANHI.INy MA 02038 "ASSOCIATES BEPORE PROCEEDING WITH WORK. +v viclnlly.f U.hedlRouu. :.R_. m0®.'Ur. wsnccm® 'tm..l.,,rm. mariasm.<..ri.manw.ra.a.usl>ar..anoda 505-520-1965-fart 50&5201931 a a,mNaemmRpml4WmarMm,.bm..bn Fvawvm Ra ar<,MmM_ahM. TABLE R301.2(1) y3.Qneac¢Bddllbnal •oflhe deep ;frciudm base- e;sww.w+ys.m.u.mcm i:.m�.13�.i...�snccn.r.taasnmmmew<,<.aas0 All Ions rcmoin the y pans mu type .'. r.:, f3 trK' 8 sro a.,.npc:eriw+mum.ErsvgFe:Sobx.amsbe.w•W%xmtlsa ...�,,..-....- ._,.._., _ P Pna{ k'PkP,IG5b0.rA4..ABRles Inc Th,s set of I st conmrn a d,t,I t#M hi the CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA •`W°'•^^^•"^'• """••"•-.'. ®"•."'^'•"'^"""••"^...""'•'- 'cu7FXFandhatlNMeaUtrs�tl Bo1111cludang ETawispaces <.'�unr m:.:,n.t9<mw..os,mr.l.rn;,rs:aii:naiv:.a.L:wn<,=vs.......: ...w. ».a....a,.z�....._•....,.._ ...,-"",%..,_ -., v,pj,mdewmda 6errbdar B.vmra.iR'15na'myD tide block whrch moat motchiho snedotN of Use ate pmpomdf rear tmcnon This piano vd,d fort ane)la onW, mormtcxxanoxuxrauExnue¢BEa •e,m,o......�,...e..._......o,<,..<v<o. ..w...__ ._�- � -1 aNnhBtltablraNlq':lneiIkk,n'ardRE.4LFgrrmtls ti.paxanl rQi W.RI3...xrsm,e+lma.mw..e:'✓n.Im<n<+a,plo,R..�wmoo.n�w-.+:M. <wt+dm.ti@. ond,s not to be duplicated wnhwtaannrn pamissiw,Goa Kanosky Assocsotm lee. .. .o......w_.......M,.-............•....,,gin. t' with;splH,levals'and wlthoul an intervenNg door oa mw+mwumr.twuam<>amwarm.max R-la<ws}'bxlnl®ean bmw.�a. ,ae•Imo .,...<.............-"-,.--, ..,.---.-.:.............,. dR5 ea...:aroa,A bt..uaw:l mamasa.wbaweg5dter Ilrt eLLs..wh memClbrr GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN .�,.._.._, _._..............etyma...:....,..... between die adfattm:hvels,a smoke aLaffe _ialled atl arm.:.. .., tw6po This Plan is m,rndcd to pvegmeral lolauL da,gn.@construa,m infonnauon and rsnot mtendcd to be ssubsntele -,-SNOW DESIGN FLOOD .`,.'L..... .. 9E - lee. DESIGN UNDERLAYMENT RAZAR0.9r FREELNG ANNUAL .t7 upper Ja ..= a1rf..yarmw for the Local or Stel.Cod-sedis mtendcd to hemomi,dbyoprofess,mal fo0o,arng ell codes Pions shell be •_.�,_..,._.,,,:,. the level shall sFYBce tar the ad cart lower level .M.rain. I:OAD"•. _Speetle Topogmphie CATEGORY, TEMP. REQUIREIN INDEX TEMP "'" """-`•"��""•"�'�"'"e.........:,.-.. m fiaatmit.t mITM RALI. ewcd pea to nmsimcaon,any imm�s,smnc,cs.dome b, lies shall be rc d to Konmky, . , Frostlln¢ 1 0,<..._ti. ...., ea. .*"r .....1=11......,.,.. t: - ed that Ore knver:kve115 kis than Bve:fuD E,:=,amma.s..wa.am..maaaata<a�.'ansa .... m,� panc,es•or am P,i pwtr Imph) elects Weathedn9. tlepths Termite< ,,,,,,,,, __."e.,,...,......._........,.._.,ti.....,,. - Pm .. ...F e.ow .dhse.'mnn <pno Ddm 'u,gs arc d,og mane and orcnotb be construed es a u of . - <... .. m.,.......,„.....,.......r_... ._......r.,.,a..«.<.... r. belowithe upp¢r level.: s' .�ne.I.ti.em se.�`,m m m� •n:F--®.w 3<.. mas.e mRa<ms®.mi.ida. ,mtra.uonsarbe ymled[or mmsur<menty - - .. ASW<IWCs n mcean A .::�`..; r 1500 .. a'a' a.uaara...sap.�m mma .:.'�,.sm= R<x",mBaP<I:m.emsmawgeer'.amvs sheet: mooaasre . 30 - 11: _�D $ SEVERE 48 6 of l00 49.E �Whentnore,jumionesntn.a lsm,llrcdto*�Ins ,R, .m� .il��.e �- m�m mm� �,a, 7� ra r,r ...YES ".'"'"- _ ;wD! Bn NdhlduW dxctl csu cM awlil&Av s shall be' I . a:,a+ulvb'e Rio p lkaxma ReesmggGawksr.mambW anv Wnlo.Ftlnmmwa. JLJI a Nt..Bnnrcted.- Liteh morma ta uFWatien fmreolarin 1. - 'g41I BE6Vatea6Bfine a)2fi115 Ul the k,.INVk1Ualunll: - - 3/3/2016 -­ ..,,.tii �1_s'.FyFply,w,iptJ;�e: . - - 11 .. 1 ter' O i Nr——————————————— >f i•.x.':.- ,...:...�.',+ :•._r.:..- ,�,...v;..- - SEE FOUNDATION WALL DROP DETAIL 2'x IO'ROCF R4FTE RS @ 16'O.G. �c � .��u--"=:'�=`^. : ,; b W/COLL4Q TIES @ 32"O.G. I - ___^____ _____— L J I I L0C4TEC I:3 DN RAFTEQ SPAN I r;. - - I typ.24•x I2'DGGP CONnuous FooTING 1030 VGNTIN •. CELLAR SAS' ..r..i.: ,. .n Y....i.., - a. 4 RCL-IITEGTU QAL QOOF Sl-ANGLES rN I I ,.'..,. ...,.:..� .. :......'..,.' ._..',... .., .: ...... :...... ..... , zo /2'GDY;PLYWOUO SHEATHING PRCCAST SULKLCADII u typ 4-GONCRGTC SLAB 3000#min. L Wq�O03000#C05GR TAG AMP I 1 IQ O �y �10 ANC QBOLTS @ = �6 2'X r.@ IC-OC,92 5/8-STUD LENGTH I I O 12'PROM ALL CORNERS. Z y I FINISHED CEILIKIG HEIGHT" P?a 00 SINGLE BOTTOM PLATE/COUBLE TOP I I - O, a !- I GP 2'min.GCN INUOUS AIRS GE (SECOND PLOOQ EXTEQIOQ WALLS-1HIn /oQ'3 FROM SO FIT l-O RIPGE In ® I a CP�L WITHIN GA HCDRC:L RAFT RS I typ B CONCQCTC SLAB 3000# n I ro a,poa � 4 OP Q 4J FIgsRGLAS +TIrN I .��'� —_'—---"'_""-""--_-"O- '"""-"-—————` I I 7'-O' G'-8' 6'-8" 7'-G' 6'-8' 6'-8' 6'- 6'-O' typ.12'OVERHANG W/•/ENTEP SOFFIT I I Q-21HP FIBEQGLAS INSULATION I I c— — ---- --------- ------ -- ---- ------ ------ —'t • s.," BEAM DOCY Oi 2-X 6"@ jr,'O.C.104 5/8 STUD LENGTH r I " I --- --------- -- ---------- —1---- ----- 1 ;3a1 9'0''min,FINISHEG CEILING HEIGHT" �y ------- -------- 21'-O' SINGLE BOTTOM PLATE/GOUBLETOP N I 2a VAO,0' -IFIGorSOILD a I t8 d 6^xl0'VCM-FIR GRIDER. typ.3 I/2'dia.aaNGRGTE O I /�'GQCCN ZIP WALL GILLED LALLY COLUMNS. r ————— 3/4'l",G ADVANI"EC - -- � � I o� O � GAM G LUEP AND NAILED. I-JOIST FLCCR SYSTEM 5, N I O V j typ.24'x 1V DCCP CONTIUOUS P OTI.VG R 3G PIeERGLA�rsw_ATIc.. JOIST SIZE,SERIES¢SPACING I r—---—————— -------------� - 4)2'xIG'HEM-FIR or-SOILD TO BE SHOWLI ON MAMJFAGTOR DRAWING W/ALL GLLGIJL=iTIONS —————— VAC'Wr=AA-PIRCQIDEQ. — -- — FOR BEAM ANP JOIST DESIGN. x 6-0' II'-O' I a ;. typ.12'di.00KICQFTE FILLED F c i SONOTUBES.n n.3500: COI.IGQETE I I I W G I N min.48'BELOW GRADE. I I 1 I a I W II ^�:y; I AN OQ BOLTS n.- 45 OC.AND o Vw to 2-2'x,oSLL ONtyp.3 /2'dia.CONCRETE LALLV COLUMNS CONCRE WALL n3000#CONCQ_—W/P.T.SILL C POUNDATION N/SILL SEAL B ETNEEN. IZ'CCQOM ALL COQNE25.WALL m _300G#CO CRE ANCI-:02 BO!TS G e5,O.C.AND II I2-FROM ALL CORNERS. ^ t. typ 10`GCNCRETE FOUNDATION I is I 5/8'ANGL70¢BOLTS IMBEDDED 7' typ.24'x 12'DEEP COHTIUOUS POOTING WALL min.3000k CCNCRETE W1 O 45'ON CENTER 12'PROM CORNER/END AIJGHU12 BOLTS @ 45'O.C.AND I ;r: I 5 ..".'.`'' - :'... ;._• r "'.... .`_� y;: I 3:' 12'FRCM ALL CORNERS. ------ — ------ -- 3'X3'XI/d'PLATE WASHER — CROSS-SECTION N I I SEE GlL�6-C�A T/N6 NO TGSL — -- --J yvk s Oe J012CP AeovE d0 12'DROP I I 1y14'CONCQCTC SLAB 3500#min. SLOPC PLOOQ TO DRAIN TO I I O I ,} I OVERLIGAD GARAGE DOORS. I ';:";; I I DEPRESS TO ALLOW FOR I I 7n•nur.APAGGDPs FROST WALL min.48' DQOP 12'[SEE DGTAIL7 �-a I 2=LOW FINISH GRADE I - ---------------------J I I + I ———— —-—— —————————— — 2'-O 9' 6 9' G' 2'-O' '-9' 22'-10' 7-5 I/2'. 15'-3 1/2' Foundation Plan DETAIL @ FOUNDATION WALL SI-IELF sen e. RMI Cunciete iii uiasanry:fuutrdation dampPt,ocI, R316.S.TI SW elites and header..Foam plastk shalibe per Eiccepi where required by Sectlari R408.2 m be waterptooFdl, m(tied to he spicy appplied lu a sill plate Arid bear without 0te 0iundatlan weils dial mtain iiaM aitd enclosr.Litertor spacrs themtal flartlerspecdl .,1!ecitan R31G.4 subjeci lo:Iill of 11, endgoombelowgrarleshalibedamppmotedfmmme top of fotIW` PROPOSED ADDITION/ RENOVATIONS the f= to'the finfshedgraEe.Mammy wa0s aha0haveant "- 3css than Tls to h0.S nma por(fand-i_enuan pugIng applietl to I.:1Tle nwchmiiri thiekrless afthe foam phitIcftH e314 i.0 .KF.W(�D BT7T .RCIN. the eldertar of the:wall The'parging shallbe dampproofed in 1 SAMANTHA DRIVE,BARNSTABLE,NA I.ALL DIMCNSIONIS AND 1200M SIZES SHALL BE acm[dance w8h oM aF IM fa,0mvin 2.'FhE'defid4-oftice'fdampbstleshalibe'inthetangeofO.5 T�etE Riau VE WSTQ TI BUILDER/OWNCR BEFOQE BThlee pouluh Y (L63 kglmrl of aayllc' 3.The fna�arile shall havee(fl ote spread Ind-of25oi pm.ao�mt i WYAI Sr4py¢a rdPfS551VE SraenOTN O(COMUIETE . - _ ° CONSTRUCTION. - I®MISPECE2DC01maE55NE3 IYaiW a' `, I �a(v�'+ -txv -=II deethenL - - less and an nttampany Ng smoke developed Index;of rrtrrmt Ta ort nEcasrEucrpx , �, sue ' f _ f ia11f�1p q€ S 2.ALL WORKING STANDAQDS SHALL QCFLCCT : - - .Red l ..�tF-sirleNrl�ranf^- ,wMassa€s '.� 450a lmvheatested In aLcoila with E84. ALL LOCAL(STATC BUILDING CODES. I 3.QIIP eighth Inch(3.2 mm)coat of surfacnhonding Ihamrm..��ro�4fm mi msn®rreee. z� z �ftfi�(�tn ftcrS ors "'mtnmt rnngdvhtg mm wtdr ASTAI C 887. .:-. R40L2 Coat*,-,ConrreW'.,#I Tl lgve i tlilnlmum spmilled - 3.4LLUN-DIMCNSIONGDDOOQS/WINDOWS/ i - timp�'' mlluub.b6ampa�ea�r - 942 UPPER UNION STREET,SUITElb;FRANKLIN,MA02038 4- tftaterlal.permlued far watryprouling to Section complrscisxstrength off as slaws fn Table R402.2.Conctete ism zsm zsoo` C45CD OPENINGS SI-14LL BC CCNTCRCD OQ 'Rg Z - _ - 500-520-1965-fmr 508 570-1931 HAVC A STUD/JACk CONPIGU CATION. - sub]erttD itto 6te ar:sL6eFiivealhErtrg aS fnchc7ted in:TablE � ,de�,� mdee a+ln aim 30" a.a®° All elms remnm the prolibtlpNP1%IPot1G97(4s6Bmes Inc.This set of 1 A conmm v hped site/1.0 within the 3..Ou>�afq+ruteAmettrodstirmalertats. R301.2(1)'shill he air entrained as spectfied Fn.Ta . R402.2, - P��m° ,:. -- tole block xfiich must match the snenotlt of the min proposed fur emstmcom Tlus plan n slid for 1(one)Ia onW, d.DRAWINGS 4Q6 DIAGRAMMATIC AND ARE NOT FA,cepum Pwgmg of.mill Ulasomy Halls hoot Imllm V.e)�112�OF 1Iy'a5}I,Ofl12[pDTlnla[IS;St1ICa fllm2� IyiLn,cmpnn,la�Jmp uprmdmihee�Sv. a" 9000IL" y .ar ondis not toh duplico[cd wnhmtttnnm permisvm from Kmosky A..soavto lnc INTGNDCD TO Sr SCALCD FOR iieltilmd N'hemamaterIIlsa faro u• -•^p arblGfYded CemEtdS.l�lat 15 t1tC1ad2d ffl CanC[etO fldXtUIEs FOf nr51: Ip.mG ergo..rom:+EE£Yra - - Thts Plan r.intmdedmpve gm<ml la}rout dsign Fc conswaim mfoimvtton and is not intended to be osubstimte MC43UQCMCNT3. Callon to dp mammy,' garage'IiOQf Slabs artd''for e]deilOr,poRhes carport Slabs to for the Locol or Smte Codes and is intended to be mnstmaed h f I f aotgn vll coha Plans sholl he l 5oegma da+ry. yo pro css a .::Cahcretewall.0iollbedampp�fed ?40NmBar%'wreoF steP5 OL7l;W[Ube'gKPnSgl tp de1r111g CltP.mlralS Sballnm CCCEed m5e'tm.tmt.zltl ttr wm3mmaPm!voa cued poor to conatmcfion.ony tmm�aishncies,disore im a pm y resi panmes,or nmbigiiiaes sball bere and to Konosk NO Cr-CONTQACTOQ SHALL Q6VIEW PLAN AND Ihe�above we dan,ppraalirtg:inaierial3 dr-artyoo.of'Ote the Pe fa aF T1YC.total We 'OF C'emenlilious malerlals. e'E mirm brar®ttu mryMabXcinnwt�vd i6a..ug8eogmmivtmmdtr.»rmawarmaw in.raiam.wmr d Aamciateslnc poor to caiswcaon Alldmwmgsore dragmmmotie end eiu notmbe construed oao set of REPOQT ANY INCONSISTENCIES.PISCQSPANCIGS, men Camrry iIDatraYrnnm dIDuleo-m�rY OR AMBIGUITICS TO MICHAEL J.L'ONOSICV - wale ooM ata�dals lk'ted ln$ecflOn R40G21h the e<rerldt; r� r:r�Inwbmenrravneel,noobmlevimnSnaewuevue mmtpneem instruction.or besmled for mmsonmcnis tPr 8 speellledlnSettlon42.3ofAG1318:r4aterialstiseidtoproducg, .sAkimnaa3:u.mae�r..�ae�.nseo�.m sheet: 012 AM 1G I BEFORE PROCCCDING WITI-I WOQL'. �f F- MPICretr'ae!d testis,$Of2reaf shall CUm VL9tl1 tliC liCa(71e. E'i'a°o."'sna'x"Im"r°°ma�''°"4"im°°r'°'xmavoxaewmr, y w'.,.ceiai.Iwv.brwn3prmenteenemml.yrnmJ -2? PIY aFP �nr.mw»Q,msmlm�,nan�rummr.,,nnna.oaoPn. � startdardd'1I d hi.Ghapler 3 iiFACT 318 or ACi:332." - _ �] a6.s .. ... .. 3/3/2016 R311 i 1 Wliith Stairways shalt not be less than 36 inches Re statnva esitdaJrino he legslnimum tllan 6'.feeteartraorift in all parts of (914[nm)inclearwidthit all pointsatuive the k Ittedlund-. Y. s(2032mm) measured ve-tticali from'the slo !tree ad obiin the.tiead It314.3 Lorunoo.$nioke alarms shall be insialled:in the fat- WINDOWSCHEDULE - height either Y F� J 8 lowing locations: NUMBERBE F 00 Ic EGRESS not protect snore than 4-.5 inches(114 tnriti)onelther side ;nosing or from Nee floor surface of theaanding'oc platform on -, WO 1 203uSC 2 1 2030SC 24" 36" '%1 2"X36 2' of i to stairway and the minimum clear width Of the:stairway ale that portion`of the stairway: l:In each sleeping rood. 040Sc Sc " 4a " and Mow the handrail height Includin treads and landin � - 2.Outside each.sepante sleeping area In the.immedlate W03 20405C 2 2 2849DH 24" 46^ 24 1/2"X4a 1/2" I es'• S ff• Exception..Where the nosings'of treads at the,side.of a- vlClni 'of fhe bedtnnflE. 649 3 " " " shall not he les.than 91%Inches(787 min}where a handrail is ty W06 26490H 1 2 2849DH 32" 57" 32I/2"X571/2" 'installedononesideand274nches 698 flight extend udder"ahe edge of.a floor opening ttltouglt p,.,„,� (, min) 3.On each addltionaisoirypf the dwedats Including base- wo 41055MU 1 1 a 4 044 a" 2" 58 " whtchthestalrpas5es.theRtmropeningshallbealiawedlo mrntsandhabitableatticsbutnalnchndi crawls paces, are ov[tled'tulbothsfdes: n8 Pa W09 5649MUU 2 l 41055 66" 65" 661/2"X651/2" pr protect horiZOnfallylietotbe required headroomamaximlim. and uninhabitable aro6:In'eksel6np or;dwditn units was 6040TC 1 2 649 66" 7" 72 1 " 57 / " of 47i4 inches(121:ram} with split levels and Without an Intervening door W10 6040TC 1 1 6040TC 72" 48" 721/2"X481/2" � P B W 1 1 9055M U 2 1 90 108' 6 108 / "X65 1 between the adjacent levels.a smoke akYtm Installed on. W 12 CUSTOM 2 1 2055DH 24" 65" 24 3/4"X65 3/4" - the upper level shall suffice for the adjacent Imrer level. W13 CUSTOM 4 1' 855DH 32" 6 " 32 3/4"X65 3/4" W 14 CUSTOM 1 2 2855DH 32" 65" 32 3/4"X65 3/4" .provided that the J laweLlevei is less than one full rtuty beluitr the upper level. - When inure(ran one smoke alamt is required tribe installed within an Individual dnrlling uuii the atarin devices shall be Interconnected in such a manner that the actuadon'8forte alarm' will activate all of the aiarins In the individual.unit 66'-0' R315.1 Carbon monnzide alarms:For new construction.an el.-O. 14'-0' 14'-0' 3T-O' approved carbon monoxtde alarm shall be in"ed Outside of eachbedr Separate ds leepi g area i the Immediate viclnint of.the PlnB T-O" 7-0' 2'-10' II'-8' 8'-O' II'-6" 3'-O" .,S ihinw4dchfuel,fiiedappLanm.s. arclnstaUed and lndwef ling unlu tltal have ntlached garages II N _ "TABLE n36.1i 808111AW 13 13 6 NWM UMFORMLT DISTRIBUTED LIVE LOADS Q .........._ :.:.. ...:.:.:.. .:._. :.:.:.. .'fro pounds per square toot) ... . FUSE .:,. 'LNELOAD' - - Ank-atlrmdsenra` ?.IU m. ° w Auk.s -Itb 20 __T _ T_ Hnne atticiandazc+s> � 1 V2 wammns 30 nhh edstsis 20' 2' F-t- T en&a�seatmor anadat: 40KITCHEN Foe—p, 40 _ ... ! DIQ�CT V6�li CIRE�I AGF Q-drahird haftilr-ailsa '20gh, - n LIVING Q Grafilrailisfll'c6"' nsst sm 1� W/VA::LT6D C6iLll� a MASTER BDRM ;_ .. Roth rd­locpfisatnactiii 40 177-771 SI iR mattes30 N -StairsdtF=9.4§fi. Ipmmd F7esaed garage[lams shog bn eaj hi rif 'Z.n�pattitg a &'mad mad 3068Naoxa20-syuaredxhar� . Q 11, 4 Aairs waWGsmragp atR tttnsn whsau lean maxtmt®clear height panniea M .. _ I - ptst'aad n¢¢msslhatt 42lattw.mvfiaeguaeamrc a. adjas • 2668 - rJ4-'� c m uo[ ta recto� - g1a,12 trsbuIllgh by2fm+mMmucE gral lo�rmeauvsiatMord�4'-O' I rnm:For mawnaordsa ge ads a;I.... . < turract aHata'ntllslrin lmdvara—`O'°'° 1/2 BATH �' MUDROO o r rmwwm sea.try ml ha d-g,.d r 11e mtifrrmly tgvmmzerl uveCLOSET kasd suo-paamfaa,rauratadI daenagmxraasea44 sTmrde w TOP RAa SERVES AS (� (t7 l9 - ,� r� O d AsrlgletnrcerRrsed la nappitetlmaay—us aranypphdaInrw L1setup:, NARf1RAll FOR STAR N (' N e.Sae Seciftm tf502 t2 W�dace aaarbatia erlgtm wra1R 14'-3 I/2• -��_6.z8G8 7'-O 114" 8'-4 p I.cauutimlltcsn reTmskll drRTneaeyd dreluvdrwti.hihr�iaia>rD panel A- gam-9.flWd;lgscdt xSthaaras tntmaWlyngthrd annaallmder -4'-S I/4' 4'-IC)112' _ 0 -- _ Sari tls -WItha alto fsWsarefmi7NsNad nec6nmheasvmafro -pp � �- ma,mzamary wnnarg•atber urn lmGregmreoxxd., �p - N i 3068 B Fm antics wub lamv'+d atasage and tnnstnttmd anb trnsses.11n uw 1pa0 >qR o 8'-6' UNDRY aamFplxdmdyUna lmtnmaafnahmnmchad healMmam 1 O O Mo.—adl etaws ah d�sameweb ®�rffilaaealuhtedt OFFICE evrmineng a remangle 42 Inch.bo ar groom by 2 feet'tdeartir.r.'. mt'a4 irvMm'ft plan,4Wehtbs-raii-tmgleihrtl N between da,top 6 - - uftlte banamebmdatil lirhatmmoianY:mhermasm mCrs.RavndMWa i tbnrtw fag"tntmta tsrnei . —,soh s=.R&pogdvsastmrwa7-nrF aadapail[ig ra:r,m.ss.a.. , W WacaWamewahsec>m iJpiki. s;.Rww�"z.mt Q p O en Pt a.Regrmcdtrstdan st epthnhKcfhanl5nhoaameii2Ttmssbauaa<IRad trbleatitt212 7iltE \ �-� /\�3 68 I a3R shall he destgrwd.7mfhe great at`t6e atW tmPa+'ad dwdlmdar lg C I prL rtn torah dtddbeed mcr us en in ftH has O,gaad wtm a v 2 AR POR I bsififisa,4 m m :w�ll �ie�w aarnecaag a m an a n aas as GARAGE H i9 w 8 rcm n na�lcp�� ut7�immmaa�m i�mx.ad SEEFKER17NGNOTES - V rcosa<I anau tP"^'a"''n •.• = Iaadsa eassumad md'to arse wltb my uthnura mart•.' rwaro - I I I I I — I I I I -..t.nnm I I in I I I I ""a•a•'�' I I I I area PROPOSED ADDITION/ RENOVATIONS LO .KEwtoD BUIIDEBS INC: 9 80 9 80 1 SAMANTHA DRIVE,BARNSTABLE,MA 6'-9' 10'-6• 6'_9. 12'-3), 4'_3" i 10,7° 5, 0' k 4'_0• 3'_6• k 7-10• 7_I0• ItA y . —� 7'-6" 5'-8" /at4tFt aatexr i ----L---+ ` `Waa Bttdlc7in f&rs'rutsIt trtAORaort LIVING AREA 842 UPPER UNION STREET SUITEI-b FRANKLIN MA02038 2072 S FT - - ' ELM.o Q 508-§20-196§ 30-1931 -fax§08-§ t ac mEwSMeD All Imes rcmnin th< ro Pt&Ii RAhi rA eJ sit<imtq witldn elm ehGhee mum con tan e Ina This se[of Imes vEAtrr.u� �• 70-�� title block which must match the aitedotl!of Nc site pmpnscd for conswcdon.This pion is valid for 1I(one)la only, and is not to be du licamd withcat,ntt<n s Inc tt1 p pamms,w from Kanosky Assodm 1 Fl�eerePtSraffA[E First Floor Plan This Ple--im<ndcdto <mlm�ut dal nrz<n �a,inr nnatinn nod is norim<nd<d to be asnbsawr< P'c gm 7 A nstrua' • I sole 4= for tie Local r glatn Cods and is imended to be mnstmard Fy a profession!fo0owing all eodesr Pions shall Fc 'c i prim to coI,cansn.any inon d-tai<s,disa<pa,an.or ambigu itn s b be aamedcd to Konosky Asa>cimcs lnc.pdato cf on.Aadmw'v,gsare diagmmmntic oJarc notrobe conserved asa set of rase ten,.zi.+®.ten=aae�. � -� <�onaor F<aamdr rmm�ran<nta. shiee[. A1BtaaPa ItEA.7.2n) - . 3/3/2016 a._ 4'_ 3 10'-4* LI—m—--—-————-—— _ I p� N I. I PLAT CEILlbJG OVER BEDROOM BEDROOM VAULTED AREA BUILT-IN/FIQEPLAG� 1 is I I I PLUS PIPE ALSE Z 8's @ 6'oc. 6'-O' 8'-O' TABLE R301S I V V r I III UfLFORWY OISTRIHUTEDLIVE LOADS 5068 5068 (m polmds or scium tom. Q I I r - ---- -- -- -- -- ------- 1 use WE LOAD. (V' Ad"whh d to. - �`: IQ � � 2868 286 I O _ . Atitc uh0 Gil same ,e 20. I ro 1•--_N---------- ----. 1 Ilabltibleettscssndatltnseraed - - 1668 Iq m O wdlh lixedslahs 30 7'-4" 2'-10" N ,t I b Bs"miins mod&cks�' 40 l9 _0• / ® _ STFFL /T\ I m Q � IFISVLPTFD Fl.—cnws 40 C—IrmllseM h'sndrailsd - - . ` '.2aM O Q DN cro a atl rn ca carer Sat Jz — t aclo^ t srP � I I \ UNFINISHEdATTIC \\ Rea ammI.S rno ;. AD' I I I I / ill 2 68 STEEL s/d s air 1 1 �\ / \ Fors! Ip-Wlier.45cnrarmt=�LL1147gWIrr>+.tsiiusellrh=G15:mat°:: I ', I 000lz I I I paruM=4.Asrc I n EI-x'.'d gdime Doors d.11 be mp. atsupp.tug a 2M0-pumd kcal npri[ b zRspnm arch azei h.Adlccwtt m—' altos .themutrtilm crev aa�n'hv� 'Joht artdra8ertilrsssuemaz lrc�ex�rretaemuemrmm�rt�rc_�p.; I I �\ 1 ! \ Eeuhussei wvhthesirmw� ew aiertaa \ I I ,�Ig �taa�avdd cmyatno-tg / \ ad Pa glnammaidgaayzreetwde,argeablvaudwvWothepAae.m InuY.Fm atlln bvahmlef�M6 Ih lax1 Iged m1 he asmmtd- :arl maewywbayelmh.I wlaplameoti:: I I \ e mdrvldrwl state treimih saaD ae d igmd f thl•®irp'mty Nsinteeed ilea I I 1 I—_ toadoa300.p.*Ia)reaamedhmdacmg srmo vf4kgcrelnmec \ --------- ------O I I , —I j --- 1--- a.,nseo .madupplxa anvao-ectmnnanywlmamgqulamp: � I e'se�seiamRsazz:zrmrlartsmraihndtonsavlorwalls, N I UNFINISl EDATTIC ( I f,cirmdmNl,cpmghma¢(all ltmsacs[npldeharl0raill Wdrssl rs.aadpaonl 1 ————-—�—————— ntiaa,aansadm�lmlc wtlkvaaluhmtzamatlyuppued rmallandoT I I 1 I I sOlmra�aaadamiegl®3misalr�wat.Tmt�m,ga aamae�s,�liia I I I I aricmnummly utilhnlry mm lrwlaad tcgno-nmard:_ I I ( I g.'1I stgQ wuh umllta sturage msd cmwultd wittiattsees.Ihn hs2l¢N I I _ I need bnapplbd au dense portions In portions afdw bmbmt chord udern tlern xe ixv ar morn ndlaLml t—s wmh wa smm web cunfl®u niad pbL of Yonlalmngarmmgle A2lnm¢Ngha Bemmby 2nfahese inch atop _ mrnmdavamil;eptlmmafltretn�:meratzrg�saanmt.�dwl>ehitlewp I I I orNetmlamcheNaldthebmtten tagmtertnt in—bar.—dedthn I I I namaflM ranaeing ntteda torn. - I TMahlcarra.lzam•uWte6y-aps0d niirri ay Iran doryv[rg I I maCmedaptevnlhSedlunR6d71. ... - I I 2 The mw 4n a ballmo mod p1lm Less nrah 2:12. i IragaaN tnsulmmadeyW m]enmmemeimltaoiclmtd6wAwidcpa. :T,h non,dmM oflrrn«mneting the bsc.*to roe mined gtm:. I I al(esliall be deagopd fur the gieateruf the actual Mg..ed daml load or ID {ut',IwtrmthlpCLffrliadN as�r the cullmxpmi 'r,. h Glazing tvd to mmm0 m-1,31e_and gfik&sha0 bn dnstgmd,"th a . W—W. at49'M mrwr fxtn shatl be aodwto,.n hnftM ancwo-' LZ -----------_�_—__------ V"Iwds4*I dta ttrmpaftIv wt mmdmiheked ant1w In D,Dcingw --— cents. `la:lrls;dWI bn desmulmd mnrprndeni Of a ,iuetu7,:lud 24'-O' "i .ated'ni t..—Nhh'atry- ass!®d - : .. .. ... .. 70'-0" LIVING;AREA 686 SQ FT SI=COND Floor Plan PROPOSED ADDITION/ RENOVATIONS >•O .KF.WOOD B 7TLDERS IN . I SAMANTHA DRIVE,BARNSTABLE,MA � r I �+ rlavvelrtnditkrf �P wra9arutifal� - Bu1�rlr des'tzrrs 842 UPPER UNION STREET,SUITE 1-b,FRANKIJN,MA 02038 509-520,M5-fore 505-520-193I ' All pl—remain the ProdbFF)tbplLttAGAh19A1§s6prges Inc.This set ofplmrs no conmin a typed site/IotA within the title block xI i,h must mach the sitcAct#of the it,proposed f r constmctom.This plan m valid roe 1(one)la only, andisnuttob,duplicatedwiffi x'rittcm Permission from Kmosky Associates Inc. - 1 This Plan is imcmded to giv,gar cml Ioy-t.deign.&consauaiw information mod is not intended to be a substimle the e Local m Smte C sam oded is'notdcd to be oc"t ed by,professional[olloshng all codes.Plms shall M1e awed Prior to conslmc4—any inwnsismncies,dismepancies,or ambiyniili<s sMll be rtpmmd to Ko.-ky Asrwci.-Inc.prim to cwstmcton.All dmwvigs are diagrammatic enJ arc nut tl be construed as a set of ms—cu.,—be su,l,d for more—cou. - sheet:�/Q�''�� - 3/3/2016 651-04 V� - - -- - - — - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - PLAT CEILING OVr=P BUILT-IN/PIPPPLAC�_7 vAULTPD APPA ID BEDROOM BEDROOM PLUP PIPP AILS= 2 S's "o.r. g{_O{{ ro{_O„ 61_0 g _O 1{ V 5068 5 - - — � 2868 28ro /- - - - - - - - - - - - - - - - - - - - - -/—I —\ — — — — — — — — — — — { I 14 O '-4" L SU sc)'_O{{ L (y) AT TABLE R301-5 / I \ MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ✓ I 61 / I \ (in pounds per square toot) - I / I \\ / \ USE LIVE LOAD -1 r — -71 Atiicsvirithcnrt stone 10 0 I , � i 50ro8�,\ UNFINISHE ATTIC \\ Attics viith Iimitccl stora�e>S.t: ZO bitable attics and attics sr-ncd / I \ Ile \ 30 titi•ith fixed stairs &il onics(exterior) and decksc 40 Firr-esca 4 Guardraik and handmilsd 200' I Guardrail in-fill com nentsr 50L Passenger%-chick ararge-'' 5(P booms oilier than sleepinI,ruorn 40 I I \ I W \ i Sl imt rooms 30 I (n Z ( C Stairs Orr �'� I r — — — — — — — - - -I- - - - - - - -p — I Far 5l: t poundpersquare fact-t) I iq CWrr>z,l s tuarp trash-G4 s rtrrtZ. I n 1 pound-9.4.a N. a. Elmated garage floors shall be capable of srpporling a Z,tXp(?-pvrrrtd load � — J J PLAY applied cnw a 20-squire-Inch area- N I Z — — — — — — — — bh Attics wit"it storage are those where the ntaxtmj¢n clear helpht bc=4sr- n I Q Q jolst and rafter is lessthan 42 Inches-orwhpte there are not two or mare adp- I cent trusses K-tth thesame mTb conilpinWian capable of corrtammga rectan- pie 42 unites high b4 2 feet wide,or greater:lncaried within the plane of the I I I truss.For attics wIttx o storage,this live load need rant be as-timed to act O concuninutly mith am other live load reTarerwrils. c. Indivh-ldual stair trey s shalt be designed for the nniformh di-stribuIed tive J load or a 300-pound cons entrated load acting atip.r an area of 4 square inches, whtLb(-%w produces the greater stresses. d A single concentrated load applied In arivd Urcton at arra point along the top. e. See Sect ton R502-12 for&clrs attached to eeterlor walls- L Guard in-flit components(all those except the handral.11,balusters and panel ell rj'-Q" 00, 5'-0 fillers shall be designed to wlth.53nd a honmritally applied normal load of I 50 pounds an an area equal to l square fast_This load need not be assunI to I 12_0 (2'_0' I act conamr-mty with arnv other We I oat d requirement. g. For attics with limited storage and corsirucied with trusses,this III load need be applied only to those portions of the bottom chord where tyre aree two or ntttre adlacent trusses wth the same web carmpurA]on capable of containing a red3r!Vle 42 Inches high or Maler by 2 feet wide or greater, kxmi and within the p1a rue of the truss.Tbp rectuW)p shrill fit hcI the top — — — — — — — — — — — — — — — — — — — — — — aftlieboltamchrtni and The bottom afaryat her truss member,prv4idedthat — --241_0" — — 22'_ID" each of the fallaxing osileria is niII 7o'_O{{ 00, 1. The:attic aria is accessible by a ptill-dmvn stain%3y or framed apentng loo in accordance with Section R807.I. 2 X 8 CEILING JOISTS @ 1611 O.C. i 2. The truss has a bottom chard pitch less than 2:12. 3. Requiredtnsidalon depth is less than the bottom chord member delth. The bottom chards orInisses mmini?the abiI criteria for limited star- L,IV N G AREA age shall be designed ror the prnater of the acttual ImIxt.sed dead load or 10 psf,uniformly disinhvrted aver the entire span. 1 57 S FT S AGO N D �IOor Ilan h. Gng reed to handrail assemhlirms and poprds shall be desig�ri with a 60" CASED OPENING scale: I/4'= I'-O" laai safety factor of 4.Thp safety factor shall be aool led to cexb of the concen- tra1cd loads applied to the top off hI rail,and to the load on the in-fill Campo- nprrts. These loads shall he deterrrUwd Indppendent of one another, a.PA R-49 FOAM INSULATION loads are assumed riot to occur with any other Its e load O J PLAY OOM /4"T&G ADVANTEC LI NAILED. R-30 FIBERGLAS INSULATION ' _ = � PROPOSED ADDITION f RENOVATIONS LOCKEWOOD BUILDERS INC 1 SAMANTHA DRIVE,BARNSTABLE, MA 2 CAR GARAGEF . u SEE F/RE-RAT/NG NOTES w NO ( ' � : i r/t f",3l(��3#t�lt'(f ''. f( ?l!#.►Pl'7ft�l� a�,-tom`" Fr rl tyro l �.T l�'n r om ? xtM+� .. ,.a,�...... z,......ab..w. ;. - ...-.� ..z—.1....u...... ,........,w.�...,,,....�m 842 UPPED UNION STREET, SUITE 1-b, FRANKLIN, MA 02038 508-520-1965-fox 508-520-1931 uAm.plans4homexom All plans remain the property of Konosky Associates Inc.This set of plans must contain a typed site/lot#within the title block which must match the site/lot#of the site proposed for constnuction.This plan is valid for 1 (one)lot only, j and is not to be duplicated without written permission from Konosky Associates Inc. I 1 This Plan is intended to give general layout,design&construction information and is not intended to be a substitute for the Local or State Codes and is intended to be constructed by a professional following all codes.Plans shall be reviewed prior to construction,any inconsistencies,discrepancies,or ambiguities shall be reported to Konosky Asoc ciates Inc.prior to construction.All drawings are diagrammatic and are not to be construed as a set of instructions or be scaled for measurements. sheet: �O49 6/6/2017 T NOTES t� 6 LEGEND '� TOP FOUND. EL. 81.0'SYSTEM DESIGN: 1. DATUM IS NAVD 88 o sand f �� 99- EXISTING CONTOUR X 99.1 ExIST. sPOT ELEv. GARBAGE DISPOSER IS NOT ALLOWED 2. MUNICIPAL WATER IS PROPOSED - i SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE m 99 PROPOSED CONTOUR MARKED WITH MAGNETIC TAPE OR 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. EXISTING 3 BEDROOM DWELLING • . (Nor To SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. h '•~ ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Dennis 198.41 PROPOSED SPOT EL. DESIGN FLOW: 3. BEDROOMS ® 110 GPD = 330 GPD ~� 2" PEASTONE OR GEOTEX11LE CONCRETE COVERS TO WITHIN 3" GRADE TO BE AASHO H-1Q f Pond TH1 FILTER FABRIC OVER STONE ono USE A 330 GPD DESIGN FLOW TEST HOLE . 2X SLOPE REQUIRED OVER SYSTEM S. PIPE JOINTS TO BE MADE WATERTIGHT ' MINIMUM .75 OF COVER OVER PRECAST 69.0 / o YY PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" BLOCKS OR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH , :a.: SLOPE of GROUND SEPTIC TANK: 330 GPD (2) = 660 :;�. 2•, '� 4"0SCH40 PVC MORTAR ALL INVERT IN 65.3" 310 CMR 15.000 (TITLE 5.) Z% �� PRECAST RISERS PIPES LEVEL 1ST 2' COMPONENTS UTILITY POLE USE A 1500 GAL. SEPTIC TANK " ~ E �4�S (np) t 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO FIRE HYDRANT 72.0'f* 10• 1500 GAL H-10 14" .. 66.13' BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: ' TEE 00000�oao• ° Locu xit 7 67.85 TEE SEPTIC TANK ®®® ® ®0 ®F28®_ ®8 ° PURPOSE.67.606" MIN. SUMP ° °°°°° . ® ®8B ° 2 Route°°°°°°°°°°° ° ° ° ° ° " Yarmouth m�ti°,°°°°°°°°°° o >°°°°°°°° ® p® aa ®a ° 8. PIPE FOR SEPIIC SYSTEM TO SCH. 40-4 PVC. SIDES: 2 (25 + 12.83} 2�.74} = 112 GPD GAS BAFFLE:• _ „_„ N °°°°°°°° ®®� ®®®��� BRing-1 ��� ° Com roundo 0 0 12" MIN. INT. DIM.LIGHT POLE °°°°°°°° ®® ®®®mr= ® r7pl °0000 P9 0BOTTOM 25 x 12.83 (.74) = 237 GPD ': 4' LIQ. LEVEL (ACME OR EQUAL) 65.58 65.41 °°°°°°°° 0 63.3' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Q WITHOUT INSPECTION BY BOARD OF HEALTH AND NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING o, ° ;o'o o'o o'o`o;"o a:o°"o o~ °'; ;�� WATERTEST D'BOX PERMISSION OBTAINED FROM BOARD OF HEALTH. n TOTAL: 472 S.F. 349 GPD 0°o°o°o °o FOR LEVELNESS H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL 11 3/4 1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING PLANTING SCHEDULE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) �_ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' DIGSAFE (1-888-344-7233) AND VERIFYING THE COMPACTION, (t5.22t [2]) "' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP WITH 4' STONE ALL AROUND PRIOR TO COMMENCEMENT OF WORK. SYMBOL PLANT NAME SIZE QUANT. (13.4•X SLOPE) (22 X SLOPE) ( 1 X SLOPE) NOT TO SCALE SCALE 1"=2000't LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION- 31' SEPTIC TANK 9' D BOX 13 56.0' BOTTOM TH-4 REMOVED 5' -BENEATH AND AROUND THE PROPOSED o° � ENDLESS SUMMER HYDRANGEA �7 �' S - FACILITY HYDRANGEA ENDLESS SUMMER' NO GROUNDWATER FOUND LEACHING FACILITY. ASSESSORS MAP 349 PARCEL 105 MORNING LIGHT MAIDEN GRASS #5 5 MA LOCATIONSLLER OF ALLALL UTILITIESFY THE AND ALL ZONING SUMMARY M/SCANTHUS S. i►MORNING LIGHT' APPROVED DATE BOARD OF HEALTH BUILDING SEWER OUTLETS AND EARLY PINK RODODENDRON " ELEVATIONS PRIOR TO INSTALLING ANY ZONING DISTRICT: RF-1 DISTRICT 30-36 3 RODODENDRON SCiNMAnON PORTION OF SEPTIC SYSTEM MIN. LOT SIZE 43,560 S.F. ' MIN. LOT FRONTAGE 20' MIN. LOT TEST HOLE LOGS MIN. FRONT I SETBACK 30DTH 5' -y MIN. SIDE SETBACK 15' DAVID D. FLAHERTY JR. nn�� - ENGINEER: MIN. REAR SETBACK 15' 01 WITNESS: DON DESMARAIS MAX. BUILDING HEIGHT 30' 7/10 2006 SITE IS LOCATED WITHIN GROUNDWATER j DATE. / PROTECTION OVERLAY DISTRICT c1 Oi1Ql (i8 " PERC. RATE _ < 7 MIN/INCH / CLASS I SOILS P# 11343 / ELEV. ELEV. ELEV. ELEV. DRAINAGE / 0„ 70' 0" 4 69' 0" 4 70' 0„ 4 69' D EASEMENT ,�. / �,s �, 3 3» 0 4„ 0 5" 0 5„ 0 A/E A/E A/E A/E O E E E ; LS LS LS LS 0 EM E E E E E E E E IE E E E E E E E 6„ 1OYR 5/1 7» 10YR 5/1 8„ 10YR 5/1 10YR 5/1 E 891 CD `�' B B B B �S E w E LS S ,: LS .- . L� LS O E � ..,,: BENCHMARK. E �� 5 WIDE I D E CBDH ELEVATION 101Z• 5 6 10YR p, » / » 10YR 5/6 ,. 6/6 , 10YR 5/6 _. =79.3 NAVD88 r� 49 66 36 67 irk T HA rt. �, / 33 66.2 40 65.7 i SAM F- ^ PERC w W W W W W G G W G W G VV G W G W G -__G o �` S C C C PERC L 1 � W G G G G G � LS W W` .- -� 2.5Y 6/3 w W �.: O a tiY w LS LS FMS 126" 58.5' .. n •.., l ._ �'� 2.5Y 6/3 2.5Y 6/3 2.5Y 6/4 C2 �/ \ rn FMS w w, 3 150" 57.5' 132" 58' 144" 58' 156" 2.5Y 6/4 56' NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED rx NO-FILL 8¢ 1 I A NAGE r80- ;AS 6 70 ^,, 1 01 1 f N I ^ ORCH G AGE 79.5] S E rn � 2. A CA SE N / L _ ° I I / PROPOS m Cp iVv DWEL TOF 81.0 79 6 LOT / A o 46, 57 q. Ft. I o cres TITm E SITE PLAN OF / q�0 �� \, m y 8J o, EC WALE �t S SWALE �78.5,� �- #10 SAMANTHA DRIVE / C� o . : �8,,ISO CUMMAQUID, MA PREPARED FOR ' EDMUND- POLI BA 3TA LF,, TON OF ( UN) 36 MAINS I DATE: J U LY 21 , 2015 i YANN/S, MA 02 O1 66 COMMA QUID HE/GH T5 11 RES/DEN T A SSO CIA TION l C. 477 A/N ST Scale: 1"= 20' YAM THPOR 7; MA 02675 0 ���SH of MASSq ���tH of MASSq f DANIEL A. �yG� °`� DANIEL OyGN 0 10 20 30 40 50 FEET o OJALA a o A. a CIVIL " OJALA No. ` Po No.465020 �o �P off 508-362-4541 oNAt E�\�� °Es5�° fax 508-362-9880 s3� NG qNO V SURVE downcape.com © I down cope engineering, inc. ` ( civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE �# 15- 177 XXXXX.DWG j