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0300 SEA VIEW AVENUE
�� a sQ�%�v �-►�� w•' �.� �. ,..# t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /39 Parcel Application 40. Dl, `�wa Health Division Date Issued ( I ( 1. Conservation Division Application Fe �X Planning Dept. Permit Fee Date Deft ' ive Plan Approved by Planning Board Historic - OKH i _ Preservation / Hyannis Project Street Address Village 05,E u';L-c-r 0 ",",. Owner i X�o.--r,-jL-s 3' S Address Telephone 5w43- Permit Request f_,krF'Jo is.,_;Zr i^vi. �= p C:I Square feet: 1 st floor: existing`1�3i proposed 3 C.v 2nd floor: existing z�proposed V1 © TotaFnev�,3�c� Zoning District Flood Plain Groundwater Overlay Project Valuation/95;a9a W Construction Type rn Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9J Two Family ❑ Multi-Family(# units) Age of Existing Structure y9 yRs Historic House: ❑Yes 0,No On Old King's Highway: ❑Yes ❑ No Basement Type: %Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area�(sq.ft) y6 3% Number of Baths: Full: existing fo new Half: existing new Number of Bedrooms: 8 existing C> new Total Room Count (not including baths): existing /•4, new O First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: kTYes ❑ No Detached garagetOW, existing ❑ new- size_Pool:Rkexisting ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed:4,existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes RkNo If yes, site plan review# Current Use Proposed Use 41-4Sf���� APPLICANT INFORMATION _"- (BUILDER OR HOMEOWNER) Name 642y J soo ZA Telephone Number 6t Address LO limn�� �c� ,� License # CS-- f o��9� OSr"7:1a✓iLt.� �1� Aa 6 57�77 Home Improvement Contractor# Email Worker's Compensation # J13- S-a -/5— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /14 �`J h � FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED; MAP/PARCEL NO; ADDRESS, VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION FIREPLACE 4 ELECTRICAL: ROUGH FINAL ,- PL UMBING: ROUGH FINAL • :.; GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OU.T` jt ASSQ,CIATION PLAN NO. ` DocuSign Envelope ID:B54BC20C-BC54-414B-969C-64598DO29C8F APPRAISAL SERVICES OF CAPE COD&THE ISLANDS,INC. 22-344585-3 ' Appraisal Update and/or Completion Report File No. 15060403RIS The purpose of this report form is to provide the lender/client wan an accurate update of an appraisal and/or to report a certification of completion.The appraiser must identify the service(s)provided by selecting the appropriate report type. Property Address 300 Sea View Avenue Unit.# City Osterville Slate MA Zip Code 02655 Legal Description BCRD Certificate 198873:Document 1207882 Lot F-3 LC Plan 2664-26 County Barnstable Borrower Thomas J.Swan III Contract Price S Date of Contract Effective Date of Original Appraisal 0 411 5/2 0 1 5 Property Ri hts Appraised X Fee Simple Leasehold Other describe Original Appraised Value S 3,400,000 Original Appraiser Amy Duffield MA C.R.R.E.#2415 Company Name ASCC&I 923 Route 6A Yarmouth Port MA 02675 Original Lender/Client First Republic Bank Address 111 Pine Street,San Francisco CA 94111 UPDATE0 SUMMARY APPRAISAL •. INTENDED USE: The intended use of this appraisal update is for the lendedclient to evaluate the property that is the subject of this report to determine if the property has declined in value since the date of the original appraisal for a mortgage finance transaction. INTENDED USER: The intended user of this appraisal update is the lendeddient. SCOPE OF WORK: The appraiser must,at a minimum:(1)concur with the original appraisal,(2)perform an exterior inspection of the subject property from at least the street, and(3)research,verify,and analyze current market data in order to determine if the property has declined in value since the effective date of the original appraisal. HAS THE MARKET VALUE OF THE SUBJECT PROPERTY DECLINED SINCE THE EFFECTIVE DATE OF THE PRIOR APPRAISAL? ❑Yes ❑No APPRAISER'S CERTIFICATION: The appraiser certifies and agrees that: 1. I have,at a minimum,developed and reported this appraisal update in accordance with the scope of work requirements stated in this appraisal update report and concur with the analysis and conclusions in the original appraisal. 2. 1 performed this appraisal update in accordance with the requirements of the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal update was prepared. 3. 1 have updated the appraisal by incorporating the original appraisal report. 4. 1 have summarized my analysis and conclusions in this appraisal update and retained all supporting data in my work file. SUPERVISORY APPRAISER'S CERTIFICATION: The Supervisory Appraiser certifies and agrees that: 1. I directly supervised the appraiser for this appraisal update assignment,have read the appraisal update report,and agree with the appraiser's analysis,opinions. statements,conclusions,and the appraiser's certification. 2. 1 accept full responsibility for the contents of this appraisal update report including,but not limited to,the appraiser's analysis,opinions,statements,conclusions,and the appraiser's certification. CERTIFICATIONOF • • INTENDED USE: The intended use of this certification of completion is for the lenderlclient to confirm that the requirements or conditions stated in the appraisal report referenced above have been met. INTENDED USER: The intended user of this certification of completion is the lender/client. HAVE THE IMPROVEMENTS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS ANDCONDITIONS STATED IN THE ORIGINAL APPRAISAL REPORT? ®Yes ❑No If No,describe any impact on the opinion of market value. The sub'ect propertV was inspected on 06/11/2015 and was 100%complete per plans and specifications.I have previously viewed the sub'ect property in the course of my original appraisal assignment,as of the specific date identified in this"Final Inspection"report.This"Final Inspection"is considered a new assignment with the effective date also identified in the report. APPRAISER'S CERTIFICATION: I certify that I have performed a visual inspection of the subject property to determine if the conditions or requirements stated in the original appraisal have been satisfied. SUPERVISORY APPRAISER'S CERTIFICATION: I accept full responsibility for this certification of completion. SIGNATURES ADDITIONAL CERTIFICATION: I/we certify that if this report was transmitted as an*electronic record'containing my*electronic signature,'as those terms are defined in applicable federal and/or state laws(excluding audio and video recordings),or a facsimile transmission of this report containing a copy or representation of my signature,the report shall be as effective,enforceable and valid as if a paper version of this appraisal report were delivered containing my original hand written signature. APPRAISER SUPERVISORY APPRAISER(ONLY IF REQUIRED) Signature Signature Name Amy Duffield Name Company Name ASCC&I Company Name Company Address 923 Route 6A,Unit AA,Suite One Company Address Yarmouth Port,MA 02675 Telephone Number 508-394-9257 Telephone Number Date of Signature and Report 06/12/2015 Date of Signature Effective Date of Appraisal Update State Certification€ Date of Inspection 06/11/2015 or State License# State Certification# 2415 State or State License# Expiration Date of Certification or License or Other(describe) State# State MA Expiration Date of Certification or License 05/16/2017 SUPERVISORY APPRAISER CURRENT LENDER/CLIENT Q Did not inspect subject property Name Attn:Appraisal Desk 0 Did inspect exterior of subject property from street Company Name First Republic Bank Date of Inspection Company Address 111 Pine Street ❑Did inspect interior and exterior of subject property San Francisco,CA 94111 Date of Inspection Fremie Mac Farm 442 Marty 2005 Rmco sung ACi W w 801.2043727 wr.aoreama Fame Mae Form 1004D Marty 2005 Page 1.11 1001D 05040105 APPRAISAL SERVICES OF CAPE COD&THE ISLANDS DocuSign Envelope ID:B54BC20C-BC54.4148-969C-64598D029C8F aDDENDUM e \ ,y Borrower. Thomas J.Swan III File No.: 15060403RIS Properly Address: 300 Sea View Avenue Case No• 22-544585-3 City: Osterville State: MA Zip: 02655 Lender. First Republic Bank Prior Inspection History: I have performed an appraisal or other service to the subject property within the 36 months prior to the date of value and I disclosed that to the client prior to accepting this appraisal assignment.This notification is contained in the appraiser's workfile.Any prior appraisal or service conducted by this appraiser has no bearing on the appraiser's opinion of market value for the property that is the subject of this appraisal report. Description of License in Report: Due to the UAD form limitations and lender/client requirements,the appraiser has entered a"number only'under the State Certification number in the appraisal report. The correct mandatory license identification for this appraiser,as required the by Massachusetts State regulation is Massachusetts Certified Residential Real Estate Appraiser#2415,which can also be identified as MA C.R.R.E.Appraiser #2415. Electronic Signatures: This office currently uses electronic signatures.These signatures are security protected,as required by law,and are certified to be originals. I , i I Addend Page 1 of 1 no Y. nw seelrzzt Wlon CNb EppP-tat51 ` a.. I sly w/F @ _ 1-- - - -- / �aa.a-.cnn..........is.......... / .•.tf` Location Map: ff 'O, rC� a"�e' I rr-2.000:• ASSESSORS REF.: Mop I!d Parcel 005 V w ZONE: \ lei ':• -may. f.' _ >A/..tt- \ �/ RF-1 i ,•'/ �. Area(min.)87.720 SF(RPOD) K. Fronlo e( In 20• ff �/ .)-• L' N D WMih(y fn)175' ff d/ - ... a. g 2 y W� r./ \. rA SetDocka v vb VJ Front!0' in t \ Side 15' '\ n ' r' + 30� FLOOD ZONE: + np Zones x R AE(EL-13) M�5007C0757J R + i f f' \ `•> / m ti �m OVERLAY DISTRICT: AP-Aaullc Prolttllan O/slr/ct Y�• � Y � f a - l 4_/r I lJ rw�rm.•°a� t� -4 ... Q) end: \ e O Mlec Manhole Ak Candllbner/lleol Pump a CB/ON c—ele&=Ad .o �^ O BRB BamatoWe Rood Bound -25-- El..t Conlaur ......'rc,..5..�..... Unds gwnd U1111ty L.. g 'i `�Lu' eeear rree 4 e a 4 1. O Ooclduoua Tree 0 v� ♦a 0 ph a Canlfmoue Tree 0 1 a o' SMe Llne Of 1931 1-2 a Layout Of Sea We.Ave a a 2 Lot Lhe lgdmg Ally As i5h p B e Llne On Pellfflaeie Plan LCC 2664-26 _ \ pP s8o18•Jy"W to" rum z 200.0 Ave w560's°f0'w /� vie Way) n e _ public 11468' (40•ode + REV. 1 - Ol/OCT/14 - Datum change to NAVD '88&New FEMA Title: PREPARED BY.., PREPARED FOR: Notes/Revision: Existing Conditions Plan 09/SEP/+! Cape u ry Thomas J Swan/it The atuctU-11m Mown•ere 1«oleo he ground Of 300 Sea View Ave °��OLT//n3° ea ey methods on ana 1. 7 Porker Road 2.)The property One mrormad n ormot hereon r BamSta`le (Osterville) Mass. Osterville MA 02655 comp0ea am awnahie red«a Imamauon. can ado].)The datum used 1e NAVD 1988.a 0.ed m o (508)420-J994/capesu COO ia.ei datum. w .capesurvcom �+ 20 o to 20 20 8o J Cafe: CbBFr 201,E Scold: '�Or Field:WRK/JVB/MJD Review:RRL OctComp/Dralt: RRL Drawing it C46._6gl exl The Commonwealth of Massachusetts Department of Industrial Accidents � - Office of Investigations 5 { 600 Washington Street Boston, MA 02111 www.mass.gov/dia Wo kers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ApvH6 nt Information Please Print Le ibl i AA Name !usiness/Organization/Individual): Ae- Addres �L/� &C-3. i - clty/St ` e/Zip: 0 57)..,z F/ic cam: AA o�6 S� Phone #: SUS`fz�— 64 06 Are you gn employer? Check the appropriate box: Type of project(required): 1.❑ I am;a employer with 4.^am a general contractor and I 6. ❑ New construction emp yees (full and/or part-time).* have hired the sub-contractors 2.❑ I amp sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship' nd have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No :Yorkers' comp. insurance comp. insurance.* We are a corporation and its 10.❑ 5. ❑ Electrical repairs or additions required.] 3.❑ 1 am! homeowner doing all work officers have exercised their l 1.❑ Plumbing repairs or additions mys�If. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs j insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applican that checks box 41 must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors t t check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If lie sub-contractors have employees,they must provide their workers'comp.policy number. I air an em toyer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance C mpany Name: 44C� — Policy#or elf-ins. Lic.#: 08 — 4t9 27 P95,—/26— Expiration Date: Job Site Ad ress: :rya S.-.a view / E City/State/Zip: zy Lti . se/ aA6S Attach a cd y of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to s'cure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a tine up to$ ,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$25 0.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigatio is of the DIA for insurance coverage verification. I do herebycert'y un er th ain and p n !ties of perjury that the information provided above is true and correct. Signature: Date: xX5 i Phone#: Official'rse only. Do not write in this area, to be completed by city or town official. City or own: Permit/License# Issuing l uthority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other;, Contact erson: Phone#: f ROGERS&MARNEY,INc. i BUILDERS List of Subcontractors performing work at 300 Seaview, Osterville MA 02655 • NORTHSIDE LAND CONSTRUCTION (WC# 9127610715 EXP: 7/13/16) • BAY COLONY CONCRETE FORMS, INC (WCWC-500-5013138-201 EXP:3/31/16) • JONES CONCRETE DESIGN (WC#WWC3063061 EXP: 7/10/16) • SHAWN SOUZA (WC# UB910X7422-14) EXP: 6/26/16) • SPENCER HALLETT PLUMBING &HEATING (WC#WCA508470012 EXP: 2/22/16) • ROBIES REFRIGERATION INC. (WC#WCA00554700 EXP:12-31-15) • JD CUSTOM BUILDING INC. (WC# 2001W7511 EXP: 9/17/16) • BLUEBOARD SPECIALISTS PLASTERING (WC# UB-2E772218-15 EXP: 3/7/16) • RAINBOW PAINTING (WC#WCP3999V EXP: 6/5/16) • PRIDE FLOORING (WC# UB-613033174-14 EXP: 6/15/16) • DAVID COX INC. (WC# UB91OX7422-14 EXP: 7/16/16) • HAMEL WOODWORKS (WC#2315601248015 EXP: 1/10/16) • COLONY INSULATION (WC#V9WC516109 EXP:8/18/16) • LONG BEACH CORP (WC2-315-424380-055 EXP:7/17/16) • OUR OUTHOUSES (WC#4419088 EXP:3/24/16 Building Quality Homes Since 1968 • rogersandmarneybuilders.com Post Office Box 310,Ostcrvillc,MA 02655 • tel 508.428.6106 • fax 508.420.3550 • email gjs©rogcrs®marncybuildcrs.com f `i�----°1 ROGER-1 OP ID: KG ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE 081244/20/YY) 08I24I2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME;C Kathy Geddis Northwood Ins.Agency,Inc. PHoAIC ENo Ex FAX 540 Main Street, Suite 9 508-771-1632 Arc No): 508-393-2955 Hyannis,MA 02601 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC INSURER A:General Casualty Insurance Co. 24414 INSURED Rogers&Mamey, Inc. INSURERB: Gary Souza P.O. Box 310 INSURER C Osterville, MA 02655 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE I SD WVD POLICY NUMBER MMfDDIW MMroD1YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE OCCUR CCI 0395621 03/20/2015 03120l2016 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,00 MED EXP(Any ono person) $ 5,000 PERSONAL 3 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER, GENERAL AGGREGATE $ 2,000,00 POLICY ❑PRO- - JECT ❑LO� PRODUCTS-CUMPIOPAOG $ 2,000,000 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,00 A ANY AUTO CBA0395621 03/20/2015 03/20/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NOI,-OWNED PROPERTY DAMAGE $AIJTOS Per accident $ UMBRELLA LIAB rd OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE CCU0395621 03/20/2015 03/20/2016 AGGREGATE $ DELI I X I RETENTION$ 10000 $ WORKERS COMPENSATION1 01H. AND EMPLOYERS'LIABILITY Y t N STATUTE F IER ANY PROPRIETORIPARTNERIEXECUTIVE E L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N f A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN To To Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE I O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Rightfax C3-2 , 1/9/2015 5:06:36 AM PAGE 2/002 Fax Server DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE pis T. IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HIS CERTIFICATE OF INSURANCE DOES NOT CONSTITITTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE Mw ATE HOLDER. rmsMPMORTANT:If the certificate holler Is an ADDITIONAL INSURED,the policy(les)must be endorsed. Ill SUBROGATION IS WAIVED,subject to the d conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not caller rights to the certttleate holder In lieu of such endorseme a. PRODUCER CONTACT NAME: ROGERS&GRAY AGCY INC PHONE FAX 434 RTE 134 (A/C,N%Ext): (A/C,No): E-MAIL SOUTH DENNIS,MA 02660 ADDRESS: 727HW INSURER(S)AFFORDING COVERAGE NAIC a INSURED INSURER A: AARMRD UNDERWRITERS INSURANCE COMPANY ROGERS&MARNEY INC INSURER B: INSURER C: INSURER 0: P 0 BOY 310 INSURER E: OSTERVILLE,MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 6 TO CERTIFY THAT 7149 POLICIESOFINSURANCE BELOWISSUED HAVE BEEN ISSU TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE WV BE ISSUED OR MAV PERTAIN.THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN B ABJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LAWS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM, NSR ADD BUS POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (IBNADDIYYYY) (m"myYYY) Lam GENERAL LIABILITY ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR. REMISES (RENTED $ REMISES(Ea occurrence) ED EXP(Any one person) $ ERSONAL&ADV INJURY $ GENL AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY 0 PROJECT❑LOC RODUCTS-COMP/OP AGG S AUTOMOBILE LIABILITY lcOMBINEDSNGLE $ ANY AUTO LIMIT(Ea accideN) ALL OWNED AUTOS BODILY(INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accidert) PROPERTYDAMAGE $ (Per accider9) 171 UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION S S A WORKER'S COMPENSATION AND X WCSTATUTORY OTHER EMPLOYER'S LIABILITY Y/N U84977P252-15 01/01/2015 01/01/2016 LIMITS ANY P ROPE RITORrPARTNERIEXECUTIVE ®WA E.L EACH ACCIDENT $ 500,000 OFFICERIMEMBEREXCLUDED? (MendmorylnNH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes. er DESCRIPTION OF O E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICMONS/SPECIAL ITEMS TFM REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CER ITFICATB HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCFJ13 D POLICIES BE CANCELLED 230 MAIN ST BEFORETHE EXPIRATION DATEIHEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIOf AUTHORIZED REPRESENTATIVE HYANNIS,MA 02601 ;�`! ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988.2010 ACORD CORPdK is reserved. � E Town of Barnstable . Regulatory Services �, Thomas F.Geiler,Director te�Q �m �039. Building Division _ Tom Terry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.m a-us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner. Must Complete and Sign This Section If Using A Builder Thomas J Swan III I, �_- ---.._.__ —_�_-�- __--- •as Owncr of the subject property Rogers & Marney Inc. hereby authorize _ _to act on my behalf, .in all ma«crs rclativc to work authori.zec. by tliis btuldi.ag pe=it. 300 Sea View Avenue, Osterville, MA 02655 (Address of Job) — **fool fences and al.arins are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all.final inspections are performed and accepted. Signature of Owner. Signature of Applicant Thomas J Swan III Thomas J Swan III Print Narne Print Name September 10, 2015 Date Q:F0R 4S:0WNER?rRN 1SS10NN001S Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Con�t ctor Registration Registration: 164688 Type: Private Corporation Expiration: 10/30/2017 Tr# 272021 ROGERS AND MARNEY, INC. GARY SOUZA P.O. BOX 310 _ — OSTERVILLE, MA 02655 i��-4$ Update Address and return card.Mark reason for change. 5 20M-05/11 Address ❑ Renewal ❑ Employment Lost Card C/�ie�parrunwrturet��C�i a��l�o�aac�iccaeCGt , Office of Consumer Affairs&Business Regulation License or registration valid for individul use only i OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: I kW- Registration: 6164688 Type: Office of Consumer Affairs and Business Regulation 0/301 10 Park Plaza-Suite 5170 xpiration::=-10/3012017 Private Corporation fL1 7' Boston,MA 02116 R 0 G E R S AND MAR NJ.EY;-►NC GARY SOUZAF": , 445 WEST BARNSTABL'E RQS OSTERVILLE,MA 02655 Undersecretary Not val' witho signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards C'onernrction Super%i.or License: CS-102999 "r" CARY J SOUZA =` P.O. BOX 310 Ostervitke MA 02455 Expiration OS116/2016 Commissioner Instailed insulation Statement w Agribalanc6 Spray Foam Insulation Company Name Cape Cod Insulation, Inc- Phone Number 800-696-6611 Z Applicator Name William Johnson&Chris Dumont installation Date 1-12-2015 threw 1-19-2015 o A-Side Lot Ws 038ES1V704 a lobsite Address 300 Sea View Ave,Osterville N B-Side Lot Ws 343281 Z Permit Number H AO —.._...... CJ W • • C • V rWa1 51/2" R-24 2,450 sf �e R-40 3,500 sf Atti c R-16 3' 400 sf Wails i I � Ir u) CO ti OD • LO • • � Biazelok TB Attic 23 mils wet 115 mils dry io ur ' m cv C CN • lnfO@Demilec.com • wwwMemilecUSA.com EMILEC 817-f 40-49a0 Coy TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Lf Map UY Parcel 606, Application # Health Division Date Issued (OIL Cj Conservation Division A plicationz�wLLFee Planning Dept. Permit FeeG- ate Definitive Plan Approved by Planning Board p Historic - OKH _ Preservation/ Hyannis 1 Project Street Address Village Owner T/moo^4,31s 3 .5 c.r)4" 77,1 Address Telephone SO a - va R - f D G Permit Request TL,L.In ��ri� �,) /C�9-,c n4,-,-rS. n10.,� ��,�.�r�y �n�,. �sto,� 2^0 lLD►�i� [.i.a/i�lo », /�-i�r�� c.�9rn1(�S ��®a �s�-T_ i���>� �►�� Nr_u1 1�r-�� lL,- �c�ar•,r� c.�r�v�Ur., 5 � r-T�n1D ivt�f�1 pc rc.a���l �- D��I Square feet: 1 st floor: existing ZXo proposed /8*7) 2nd floor: existing 8yo proposed ./`"Zv Total new 3r2 i Zoning District Flood Plain Groundwater Overlay Project Valuatio6f•71- ,?g5.oo Construction Type f2-n---30 y*-7'/v-4 Lot Size 9c Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) Age of Existing Structure 96'yxs Historic House: ❑Yes Alo On Old King's Highway: ❑Yes 0 No/ Basement Type: i&Full ❑ Crawl ❑ Walkout ❑ Other ' Basement Finished Area(sq.ft.) b Basement Unfinished Area (sq.ft) a OG 3 Number of Baths: Full: existing new Half: existing �' - n •r Y Pay Number of Bedrooms: G existing A.new � � �� _D Total Room Count (not including baths): existing /3 new Z First Floor Room CounL'a 7: Heat Type and Fuel: ELGas ❑ Oil 0 Electric ❑ Other. Central Air: Yes ❑ No Fireplaces: Existing Existing wood/coal stov�O'Y�s ❑ No Detached garage:2kexisting 0 new size_Pool:Aexisting ❑ new size _ Barn: ❑ existing 21new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes PQNo If yes, site plan review # Current Use Z S. , Lrr Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name -�sc2'� - = Sc�z Telephone Number 5-0 e --6! B- G loG Address 115v<-- LJ /3grZ-�S�`�3L•�_ �'-� License# GS — /Oa S'9 9 e,&. Da 6 5-,S' Home Improvement Contractor# i b Li G 8 R Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 10 je2 (D I LA, FOR OFFICIAL USE ONLY 1= APPLICATION# DATE ISSUED p MAR[PARCEL NO. ADDRESS VILLAGE OWNER F �r DATE OF INSPECTION: FOUNDATION FRAME INSULATION rt FIREPLACE ELECTRICAL: ROUGH .FINAL s' PLUMBING: ROUGH FINAL GAS: ROUGH- FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO: '► w X The Commonwealth of Massachusetts �- =- Department of Industrial Accidents Office of Investigations !j'1=== 600 Washington Street V. yr Boston, MA 02111 www.mass.gov/dia Wo kers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applig nt Information Please Print Legibly Name ( lusiness/Organization/individual): / GfiZS ���'rZ�'`� �'�C _ Address: yyS-- City/St to/Zip: Phone #: Are you 2(n employer?Check the appropriate box: Type of project(required): 1.❑ I amia employer with 4�am a general contractor and 1 6 ❑ New construction empl yees(full and/or part-time).* have hired the sub-contractors 2.❑ [ am.a sole proprietor or partner- listed on the attached sheet. 7.C�Zemodeling ship nd have no employees "These sub-contractors have g, ❑ Demolition wor in for me in an capacity. employees and have workers' g Y P y 9. ❑ Building addition [No . orkers' comp. insurance comp. insurance. [No red.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ reqU officers have exercised their 1 1. Plumbing repairs or additions I am. homeowner doing all work a P mys.If. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs .insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] 'Any applican that checks boa#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors tl at check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. It'he sub-contractors have employees,they must provide their workers'comp.policy number. /ain an em loyer that is providing workers'compensation insurance for my employees. Below is the policy and job site in formatio Insurance C mpany Name: m to c�_,n .�Z AQ6 14 4--J S Policy ll or elf-ins. Lic. 9: U13 — 1-/7 Expiration Date: .lob Site Adtress: 30a SWU City/State/Zip: . Attach a co y of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to s cure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine Lip to$ ;500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$25 .00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigate olls of the DIA for insurance coverage verification. I do herehy certi rile ah sand penalties of perjury that the information provided above is true and correct. 1 Si«nature: Date: a Lv Phone OfJicia!,ise only. Do not write in this area, to be completed by city or town official. City or own: Permit/License# Issuing uthority(circle one): 1. Boar of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other: Contact;Person: Phone #: Rt-M ROGERS&MARNEY,INc. BUILDERS List of Subcontractors performing work at 300 Seaview Ave, Osterville MA Joyce Landscape.- (WC# 59B6S60UB-5B91624-9-14) Expires 4/7/15 Bay Colony Concrete Forms, Inc. —Foundation (WC# WC0002466) Expires 3/31/15 JD Custom Builders- Framing (WC 200lw7511) Expires 9/17/15 David Cox, Inc. —Roofing & Siding (WC# UB910X7422-14) Expires 7/16/15 Lafluer Electric Co. (WC# WCA9097899) Expires 7/9/15 Spencer Hallet Plumbing, Inc. (WC# BINDER355375) Expires 2/22/15 South Shore Heating & Cooling, Inc. (WC 094184522 MA) Expires 7/1/15 Colony Insulation, Inc. (WC#UB-5B739068-12) Expires 08/18/15 Blueboard Specialist(WC# UB-0194N848-14) Expires 3/3/15 Andrew Powers Painting, Inc. (WC# 6005208012013) Expires 2/8/15 Pride Flooring, Inc. (WC#UB-6B033174-14) 6/15/15 Building Quality Homes Since 1968 • rogersandmarneybuilders.com Post Office Box 310,Osterville,MA 02655 • tel 508.428.6106 • fax 508.420.3550 9 email gjs®rogers®marneybuiiders.com ,i Rightfax C3-1 1/13/2014 7: 17 :31 AM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATE(MNUDD/YYYY) FICATE IS ISSUED AS A MATTER OF INFORMATION 0 LY AND'CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PROOU�ER.AND THE CERTIFICATE HOLDER. i IMPORTANT:If the certificate holder is an ADDITIONAL INSURED;the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the arms and conditions of the policy;certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate Molder in lieu of such endorsements. PRODUCER CONTACT NAME: NORT 4WOOD ESHBAUGH INS PHONE FAX 540 MAIN STREET (A/C,No,Ezl): (A/C.No): E-MAIL HYANNIS,MA 02601 ADDRESS: 27JDD ' INSURER(S)AFFORDING COVERAGE NAIC# INSUREDINSURER A: HARTFORD UNDERWRITERS INSURANCE COMPANY ROGERS&MARJ\EY INC INSURER B: INSURER C: INSURER D: P O BOX 310 INSURER E: OSTERVILLE,MA 02655 INSURER F: COVERAG � CERTIFICATE NUMBER: REVISION NUMBER: HE PGMES OF C45UPANCE USTED BEUDWV HAVE BEEN ISSUEDTO-THE INSURED NAMED ABM FOR TW POLICY PERM INMATEDL NaTWTHSTANDING ANY RIXIIJIFIbeg,TERM OR CCN07M OF ANY CONIRACr OR OTHER DOQMM WRH RESPBCTTO MICH THS CER BtTIFICATE MAY GSUED OR MAY PERTAN TIE MNIANCE *MADM SY THE POLICI ES DESCii BED HEFON IS SUBJECT TDALL TFE TMWS,EXCLUSIONS AND CX7WIONS CF SUCH POLIO ES LIMITS SHO M4 MAY HAVE BEEN REDUCED BY PAD CLAI 9r5R ADD POUCY EFF DATE POLICY EW DATE LTR TYPE OF INSURANCE L R POLICY NUMBER- (MMDD.YYYY) (KgdDMYYYY) LIMITS GENE 6 L LIABILITY CH OCCURRENCE g COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED S CLAIMS MADE 0 OCCUR. REMISES(Ea occurrence) ED EXP(Any one person) $ ERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY [:]PROJECT[:]LOC RODUCTS-COMP/OP AGG S AlIT OBILE LIABILITY COMBINED SINGLE S ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY S S&EDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY S (Per accident) NON-OWNEDAUTOS PROPERTY DAMAGE S (Per accident) UI BRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAR F1 CLAIMS-MADE AGGREGATE S O&DUCTIBLE S RoENTION $ S A WOO R'S COMPENSATION AND w swurcw CM-ER ,EMPL ER'S LIABILITY Y/N UB-4977P2E2-14 01/012014 01/01/2015 X LIMITS ANY P�PARTNff�D(ECUIIVE a N/A E.L EACH ACCIDENT $ 500,000 CF 9.13f3R L7(CLLAED? (Mancwj,,In I" E.L.DISEASE-EA EMPLOYEE $ 500,000 If XESCPoPTICNOPE3RAMON5 below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPn OF OPERATIONSILOCATIONSNEHCLES/RESTfic-noNSISPECIALITEMS THIS REPLAdES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. I , CERTIFICATE HOLDER CANCELLATION TOWN QF BURNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF,NOTICE.WILL BE DELIVERED 230 MAIN ST IN ACCORDANCE WITH THE POLICY PROVISI AUTHORIZED REPRESENTATIVE HYANNIS,MA 02601 ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD -5--ts reserved. r Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen-isor. t <^ iLicense: CS-102999 :a GARY J SOUZA ;. P.O.BOX 310 , Osterville MA 02a55 Expiration Commissioner 08116/2016 Office of Consumer Affairs and Business Regulation K . 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 164688 Type: Private Corporation Expiration: 10/30/2015 Trtt 244188 ROGERS AND MARNEY, INC. 'GARY SOUZA -P.O. BOX 310 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. ❑ Address Renewal Employment ❑ Lost Card 20M-05/11 . . .••._ .- _:-�` ✓ilP•�(lIl'[-rll09Z(UPIGCl/).C�.n/��CIJ�CIC�IIiCI�J - i0flice of-Consumer Affairs&Busidess Regulation License or registration valid for individul use only ~� before the ' -:ME,IMPROVEMENT CONTRACTOR expiration date. If found return to: -" .eglstration: 164688 T Office of Consumer Affairs and Business Regulation ' =` 10 Park Plaza-Suite 5170 ratlon:• :10 30/2015 Private Corporatior Boston,MA 02116 � ' � -: -yROGERS AND;MARNEY tNC ZA 05 WEST BARNSTABLE RO ER,_ MA 02655 ' Undersecretary Not vali hou signature ' x Town of Barnstable Regulatory Services MAS& 'Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Strcet,Hyannis,14A 02601 www.tovvn.barnstable-ma.us 0.fficc: 508-862A03 Z; Fax: 508-790-6230 Property Owner Must Complete and Sign This Section lf-U.Jjjg—A.Builder ------------ Thomas J Swan III ...... as Owner of the subject Property fZ�Chucby aUd1(-.)11zC act to :onmy be half, in 2.11,wAucexs relativr to word autbo mied by this budding permit_ 300 Sea View Avenue, Osterville, MA 02655 (Address of job) **Pool fences and alarms arc the responsibility of the applic'ant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. gnature of Owricr. Signature of Applicant Thomas J Swan III Thomas J Swan III ------------ -------------- Print Name plim.Name September 10, 2014 Date Q:F0kMS:0WK1ERFERM1SS1UNP00LS Marc From: Fair, Marylou <Marylou.Fair@town.barnstable.ma.us> Sent: Tuesday, October 07, 2014 2:41 PM To: Marc Subject: RE: 300 seavew ave Hi Marc, The Chair of the Historical Commission reviewed the plans and took a ride by the property. Based upon her review, she does not feel the structure is significant, and therefore, no hearing will be necessary. You may proceed with your building permit at your convenience. I will keep a copy,of this e-mail in my files for reference. If you have any questions, please do not hesitate to contact me. Marylou Marylou Fair Growth Management Dept/Historic Division 200 Main Street, Hyannis, MA 02601 508.862.4787 -----Original Message----- From: Marc [mai Ito:MarcC@rogersandmarneybuilders.com] Sent: Monday, October 06, 2014 3:11 PM To: Fair, Marylou Subject: 300 seavew ave Marylou, Thanks for spending the time with me earlier today. This is the project we spoke about. We are adding to each wing of the house, majority of the work is going up on the second floor. Please feel free to give me a call to discuss Thank You, Marc S. Zeoli Project Manager ROGERS&MARN"EY,t etc. 8Ut'L1)E,tS 445 West Barnstable Road P.O.Box 310 Osterville MA 02655 Office:508-428-6106 Email:marc@rogersandmarneybuilders.com Web:www.rogersandmarneybuilders.com 1 j NlF r„e(� (NBRS 6 S88'31'22"E oe Wionno Club U ].�da t `S �li�LS✓ �ol� 324.95' Carage -------------- - Slone --- _ _ Drive ----------i at f�Y _ septic System I a_--___-__ ' V its r''{-{ f I , (1✓` :-t sP 0 Plpow an 1! Or. n` i", ,! J rrfrs E ,� Location Map. ffrf #300 J7.0' \` 0 1"=2.DD0f' rf 2 sty WIF ASSESSORS REF.: i f Pool Dwelling Map 138. Parcel 005 ZONE: FIT RF-1 Z j 10' Area (min.) 87,120 SF(RPOD) Fronto a (min) 20' Width min) 125' m Setbacks: Front 30' 1 Sty W/F Side 15' + Storage 1 co FLOOD ZONE: K.J Zone C Community Panel No. #250001 0016 D July 2, 1992 ++ OVERLAY DISTRICT: AP - Aquifer Protection District m , ++ NOTES: BRB Side Line Of 1931 Fne( 1.) The structures shown were located on the ground o I Layout Of Sea View Ave by conventional survey methods on Og/SEP/13 and o ` 10/SEP/13. Lot Line Shown As - I m ++ Building line On ���111 � 2.) The property line information shown hereon was +� Pettiiioner's Pion LCC 2664-26 compiled from available record information. 3}'W 10" 1 SRO 3.) This plan is not for recording and is not to be 580'18 r"d used for construction layout or deed description +tt 200.00' Ave purposes. 580'20'40 W ` /1e\/�� r V 184.68' v _V pub Woy) CB/DN i y� Sea (40' Wide 1i0 0 15 JO 45 60 FEET r"e Sheet # Title: Prepared or: Notes/Revisions: Scale: 1 1 Plot Plan Of 300 Sea View Ave CapeSury Thomas J Swan lll Date. 1"=30' 7 Rood E I yof 1 Oster le -Ar02555 lble (0sterville) MASS. tg/sEP/13 Bamsta (SOH)°20-J99°(508)°20-J995 tar cuPesv.�Paecod."m wgC462_6g 1 L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I-&o Parcel C OoS Application #_,�1013 7 Health Division ) Date Issued 1 t Conservation Division / Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis / Project Street Address Village oS—1Q-VIL1...= Owner Div _T ,��.r�s , T1ri" Address Telephone 610(o Permit Request 1 A uaJ b&tJ�lz -a 37 i Square feet: 1 st floor: existingz800proposed 2$$®2nd floor: existing It Ob proposed Q Total new Zoning District TLgst n ,. naL Flood Plain Groundwater Overlay Project Valuation I�t Z�o0o Construction Type V_Pt /ra no" Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Gd' Two Family ❑ Multi-Family (# units) Age of Existing Structure �I"7 Vas Historic House: ❑Yes �No On Old King's Highway: ❑Yes ❑ No Gd Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) O Basement Unfinished Area (sq.ft) 7-0(0 Number of Baths: Full: existing 2 new 0 Half: existing A ne\R-.' Z Number of Bedrooms: E3 existing 2 newCn . Total Room Count (not including baths): existing new First Floor Room:Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other ' Central Air: &(Yes ❑ No Fireplaces: Existing New 0 Existing wood/coal stove:-0 Ye s% No Detached garage: existing ❑ new size_Pool: existing ❑ new size _ Barn: ❑ existing ❑ new `sti'ze_ Attached garage: ❑existing ❑ new size _Shed: Rf existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded Ell Commercial ❑Yes 0'No If yes, site plan review# I Current Use ��S t:V_=t4rrn AL. Proposed Use Q=s I!7E-rAn AL APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) Name 6;;;;A3." c'��z..�- Telephone Number 5a g '140 6 /O(o Address o, 30x_ 3t b License # CS tC>L9C? 05'CQ.yI Ll..t /AA oZ SS Home Improvement Contractor# 1 U q(o S S Worker's Compensation # 42,Z>& 9y8 �977P25Z - /3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE A:�A ---2) ,a FOR OFFICIAL USE ONLY ` APPLICATION# / DATE ISSUED ` MAP/PARCEL N0. 1 ADDRESS ,f •�' VILLAGE . . OWNER` a4 /3 i w 4 DATE OF INSPECTION: FOUNDATION +' FRAME INSULATION - y FIREPLACE - ELECTRICAL: ROUGH FINAL It 1 ` - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT ' ASSOCIATION PLAN NO. ' 1 , The Contnronwealth of 1binssachnsetts Departntetu of Indrtstrial Accidents ^ i';% Office of Ittvestigatiotls ; tea '`—',:! ?_.- -. 600 jPashnrgton.Street V Boston,lls-4 02111 wivir.niass.gow'dia Worker.s' Coinpensation Insurance Affidatzt: Builders/Contractors/Elechzcians/Plumbers Applicant Inforinatio.n Please Print Leaibh Nang(BtlsinessiOrganizatiaii-Individual): IZ O450EV& ArAtj /A i G Address: two 3 ik z t t7 oSi'�yt Lt_E' �n A 02Co sS City,.!StateiZip: pSr=Myu.L= //`A Phone 4": so (p10(o Are y'ou an employer^: Check the appropriate bo Type of project(required): 1.El am a employer with 4. VIant a general contractor and I 6 ❑Nt It.construction employees(full and'orpant-time).* have hired the sub-contractors ?.❑ I am a sole proprietor or partner- listed on the attached sheet. %- Remodeling ship and have no employees These sub-contractors have g. Demolition employees and have workers' working for me in any capacity. 9. ❑Building,addition [No�corkeis'comp.insurance comp.insurance.:= ❑ Eli 5. e are a corporation and its 10.❑Electrical repairs or additions required.] 3.❑ I ant a homeowner doing all work officers have e+cercised their 11.0 Plumbing repair:.or additions right of exemption per�IGL , myself[No workers' comp. I".❑Roof repairs insurance required.] ' c. 152,y 1(4)..and we.have no employees.(No workers' 13.❑ Other comp. insurance required.) •Aay applicant that Checks box aI must also rill ou;the section below showing rhea workers'compeniatlon poke;.'inforinat:oa. Homeowners who submit this affidat$indicating they are doing all work and then hire outside contractors must submit a uett affidavit indicating such- :Contractors that check this box trust attached an additional sheet shotciag the uatne of the sub-contractors and state whether or act those entices have employees. If the sub-contractors have employees,they must pro-tide their workers'comp.policy number. I arts an ernplot-er tleat is providin,,a.►vrkers`compensation iiisitrance for ttt}'etiaplo3•ees. Belo+v is tire policy mad job site information. r Insurance Company Name: N o ZTFI t tSS ItZ=r�►G� lt�['__ Policy'�or Self-iL.Lic.�: Ja_ "7'1'i�� SZ — 13 Expiration Date: Job Site Address: 3c o SaEZ� AVE City:StaierZip: :attach a copy of the m.-orkers'compensation policy declaration page(slton°ing the policy number and expiration date). Failure to secure coverage as required under Section 25.A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 andfor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DLL for insurance coverage verification. I do hereby cerrifi- hepaitrs tr etc Tfias p .rj ,ilrat the information provided above is trrte all correct. Signature: Date.: Phone : l0 Official rue only. Do not write irr this area,to be completed w cits'or town official Cite-or Town: _ Permit/License 9 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector .5.Plumbing Inspector 6.Other Contact Person: Phone aV:_ 6 .y Rogers & Marney, Inc. List of Subcontractors performing work at 300 Sea View Ave., Osterville Bouse House - (WC# 005441) Expires 5/18/14 Bay Colony Concrete Forms, Inc. —Foundation(WC# WC0002466) Expires 3/31/14 Barger Masonry, Inc. —(WC#ub-0 I 87n279-13) Expires 02/28/14 David Cox, Inc. —Roofing & Siding (WC# 6KUB910X742213) Expires 7/16/14 Lafluer Electric Co. (WCA9097899) Expires 7/9/14 Spencer Hallet Plumbing, Inc. (WC#BINDER355375) Expires 2/22/14 Harmon Painting, Inc. (WC# 08WECCL1403) Expires 1/4/14 Colony Insulation, Inc. (WC#TWC3285087) Expires 08/18/14 Blueboard Specialist (WC#UB-0194N848-10) Expires 3/3/14 Harmon Painting, Inc. (WC# 08WECCL1403)Expires 1/4/14 L&M Glass Company, Inc. (WC# 8661279) Expires 5/1/14 Rightfax N2-1 12/27/2012 5 :4 : 33 AM PAGE 2/002 Fax Server CERTIFICATE OF (ABILITY INSURANCE ET:EIM21V D/YYYY) TQX�ERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ON Y AND CONFERS NO RIGHTS UPON THE CERTIFICATEHOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEN ,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CO TRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: NORTHWOOD INS AGENCY INC PHONE FAX 540 MAIN STREET (A/C,No,Ext): (A/C,No): EaVIAIL HYANNIS,MA 02601 ADDRESS: 27JDD INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COMPANY ROGERS&MARNEY INC INSURER B: INSURER C: INSURER D: P 0 BOX 310 INSURER E: OSTERVILLE,MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED EL HA E EEN 1 EO TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT Oft BOTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJ ECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB I POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBE (MM\D0IYYYY) (MMODIYYYY) LIMITS GENERAL LIABILITY ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE r7 OCCUR. PREMISES(Ea occurrence) VIED EXP(Arty one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER SENERAL AGGREGATE S POLICY PROJECT Q LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) BODILY INJURY $ HIRED AUTOS (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ S DEDUCTIBLE $ RETENTION( S A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY Y/N UB-4977P252- 3 01/01/2013 01101/2014 LIMITS ANY PROPER IrORIPARTNERIEXE CUT NE N N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 (Mandatory in NH) If yes,desaibe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATION S/LOCATIONS/VEHICLESIRESTRICTIONS/SP CIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED 230 MAIN ST IN ACCORDANCE WITH THE POLICY PROVISIONS:-; AUTHORIZED REPRESENTATIVE ~ HYANNIS,MA 02601 u ~ rev : a i ACORD 25(2010105) The ACORD name and logo are registered mirks of ACORD 1988-2010 ACORD CORPO Tl—V.' A s reserved. Massachusetts • Department of Public Safety Board of Building Regulations and Standards C'on%tructiun Supcmkor ,. License: CS402999 GARY 3 SOUZA P.O.BOX 310 - ostervilte MA 02655 Expiration commissioner 08116/2014 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet (991m3)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For OPS Licensing information visit: www.Mass.Gov/OPS 10/18/2013 13:38 7819862029 FLEXCN PAGE 02/02 ~ Town of Barnstable Regulatory Services NAM - Thomas F.Geiier,Dbrector Building DivWon Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.towa.barn tablc.m.a.us Office: 508-962-4038 F= 508-790-6230 Property Owner Must Complete and Sign This Section Zf Using A,Builder l., O SWIL ,as Owner of the subject propcM . hereby autborizr� AKh& _ ►, ,� act on my bebs lf, in all matters relative to work authorised by this building pct=it , akQ Se-& V 1 L W Nove W_ %16 i%\A (Address of job) Pool fences and al mns ante.the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Sipaunc of Owncr. Signature of,A,ppli=.t - Print'(`lame PAot Name l�tC Q:F0RMS.IDWNERP'ERM MI0NP00L,C i Office of Consumer Affairs and dusiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement CQrIr ' for Registration = Registration: 164688 Type: Private Corporation Expiration: 10/30/2013 Trq 217452 ROGERS AND MARNEY, INC. .--; GARY SOUZA P.O. BOX 310 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. Address Renewal ❑ Employment Lost Card DPS-CAI 0 50M-04/04-G101216 7/ce License or registration valid for individul use only Office of Consumer Affairs&B siness Regulation before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Registration: .164688 Tye' Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 _ Expiration: 10/30/2013 Private Corporation Boston,MA 02116 RO ERS AND MARNEY,`4NJC` GARY SOUZA ' 445 WEST`BARNST-ABL£RD: OSTERVILLE,MA 0655.:''':' Undersecretary of vali thout 'gnature Town of Barnstable *Permit#,::;2 jb70(o.3,� Expires 6 months from issue date X- R .,1, PE�m���a Iff Regulatory Services Fee "1 I(r� . &D Thomas F.Geiler,Director OCT 2 6 2007 �i171°�(� Building Division TOWN OI= BARNSTABLE Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstab le.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 31525- Prope4,Address c �s7� (Residential Value of Work,, lJ�/C� Minimum fee of$25.00 for work.under$6000.00 Owner's Name&Address L XZ175 Contractor's Name L7ik///,lam (�: J� Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑.I am the Homeowner [/I have Worker's Compensation'Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. )?o2ii,itt1st(check:box). jtrRe-roof(stripping old shingles) All construction debris will be taken toZA ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required:.Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A opy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise061306 i f. d �v , ►stration.valid for iudividul use on'!' L cense,oe reg' ltc�utations and Standards ;;; ;.the expiration data IT.faund retcu•r.to: " c Boars of Building ;_t befog R.lotions and standards I Board of Building Rc,t. I HOME,IM?ROVENIENT CONTRACTOR" : One�`shburton Place Rm 1301 " = Registra.,on Boston,A'fa.02108 } — EXpva.�on 611812006 4,-% Type vate Corporation ti. E , INC j ' r"Q> [)AVID COX i.. i e nature David Cox ��J. valid without signature -s 19 LAyENDER LN ` rj%'. Deputy Administrator YARI:.40UTH,MA.02673 Date:7/27/2007 09.30 AM Sender's Fax ID:Northwood Insurance ?age 5 of 6 `�AC�RD CERTIFICATE OF LIABILITY INSURANCE DAVID 2 DAo�/2�/a PRODU-.ER THIS CERTIFICATE IS ISSUED AS A•MATTER.OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Northwood Insurance Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 805 West 14ain Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis MA 02601 Phone: 508-771-1632 Fax:508-393-2955 IINSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA The Norfolk & Dedham Group INSURER 3 ISw1*z0 Iaeuz4nc•Company David Cox, Inc. )INSLRER c: P. 0. Box 401 INSURER S Yarmouth MA 02664 INSPIRER E COVERAGES ',I-E POLICIEF OF INSURANCE LISTED 3FLGW HAVE BEEN ISSUED TO TiF L"JSLIREC NAMED ABOVE=0R THE POLICY PERICD INDICATED nCTvYITHS?ANDING ANY REOUiREMENT.TERM OR CONdDI PION OF ANY CONTRACT OR OTHEP.DOCUMENT W ITH RESPECT TC WriICH-HIS CEP.TIF,CA'E MAY BE ISSLED OP. MAY PERTAIN,7YE:\SUPANCE AFFORCED BY THE FOUS ES DESCRIBED-1EREIN IS SIJ3JECT-0 ALL-HE-EFMS,EK;;_LISIOVS AND COrIGITiONS CF POLICIES AGGREGF.TE LIMB*91•10V,4J MAY HAvC 5EEN REDI.v.ED By PA-D CLAIMS LTR WSR TYPE OF INSURANCE POLF:Y NUMBER DATE iMM/DD/YY: DATE(MM/DD tF A'Y) f LIM,IT$ i GENERAL LIABILITY i EACH OCCURRENCE S$1,000,000 _ I COI.MERCi?LGENE;A1_WbILITY PP.IIAISES;Eaoccurence) IIS $50,000 I CLAIMS I LlJE CCCUF i MED E+P(Arty cra parson) S $5,0 0 0 A I °Y. Business Owners R00309545 I 03/14j07 03/14/08 PEA: cNALa4DY ruUR'r : $1,000,000 i II GENEEFALF.GGREGATE S$2,000,000 GEf.'L A.GGRF9ATE LIMIT APP_:ES PER: I FF.C`DU'_TS-C'...V.F 0P A G S$.,0 00 Q 0 D POLIO JEST AUTOMOBILE LIABILITY I COrABNEU 5'INGLE LIMIT S ANY ALr0 IEa acaaan:7 ALL OWNED ALFOSBOGIL IN.UR I SCHEOULED ALITC6 I (P3f D�SM! HIRED AUTOS BODIL INJU?'Y I S NON-OWNED A'JTCS i (Par aoddanb PROPERTY CPNACE b (Gar acadanti GARAGE LIABILITY AUTO ONLY-FA ACCiDEVT S I n AIdY AU-0 i FA ACC S oTl-ER T}{A!J ALIT)ONLY, AGS S EXCESSIUMBRELU LIABILIrt EACH OCI.'JRRENCE i OCCIJR CLAIMS IArrDE I A,bPRE )Jc _S ------ 1 5 DEDUCTIBLE S RETENl ON 3 I r, WORKERS cOMPENSATI>N AND ELL RY LIht.TS_L ER _ EMPLOYERS'LIABILITY B IFJvYFHOFRI[TORFARTMEWJECU IVE 6KUB910Y742207 07/15/07 1 07/15/08 ACHACCiDENT S$100,000 OF=I'_ERa!EM6 R EXCLLCED? I E L.DISEASE-EA:E'A?_CYEE I $100,000 If yes•describe under - :P3_ALFRCVISIONS7?bitr I E.L.DISEASE-POLICYLIIkI:T 16$500,000 OTHER ) I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS,ADDED SY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION • DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS Y\'Rn TEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL TOWN OF BARNSTABLE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 367 MAIN STREET HYANNIS MA 02601 REPRESENTATIVES. ALIT HO R PRES W. ACORD 25(2001108) ©ACORD CORPORATION 1988 . ; The Commonwealth ofMassachusetis Department oflndustrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 , www.m ass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Leeibly Name(Business/Organization/Individual):. Address:-9Zz?l Z27Z I- City/State/Zip:�l ;ex Phone.#: 2 2 = � Are you an employer? Check the appropriate box: -Type of project(required) 1.❑ I am a employer with 4. ❑ I am a general contractor and I * have hired the sub-contractors 6• ❑New construction . employees(full and/orpart,time). 2.❑ I am a sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' insurance.t 9. ❑Building addition [No workers'comp.insur coance mP• required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work 11.❑plumb, ng repairs or additions myself [No workers' comp. right of exemption per MGL 12.[�Moof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' •13.❑ Other comp.insurance required.] . *Amy applicant that checks box#1 must also fM out the section belowshawing theirworken'emnpensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors tave employees,they must providt:their workers'comp.policy number. ram an employer that is providing workers'compensation insurance for my employees Below isihe'policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: ���,��� Expiration Date: Job Site Address: �,�, 5'" b'�520 .�Y�� •City/StateMp: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date),... Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the WA for insurance coverage verification. I dv hereby certify v er the pains•and penalties of perjury that the information provided above is true and correct: Sienature: Date: Phone # Official use only. Do not write in this area,'to be completed by city or town official City or Town: PermitfLicense# Issuing Authority(circle one): 1:.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: .Phone#: 'THE , ; Town of Barnstable. I b Regulatory Services iARwsre$IX. ausa Thomas F. Geller,Director �'OlF1 .1A.A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 "v-town.barnstable.ma.us Office: 508-862-403 8 Fax: 508=790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property herebyauthorize to act on my behalf, in all matters relative to.work authorized by this bifldingpermit application for: . (Address of Job) Signature of Owner nate Print Name Q:PORIvIS:OWNERPEWES ION r�. 'Town of Barnstable *Permit# Expires 6 months Jr m issue date t 'A" Regulatory Services Fee 1 Thomas F:Geiler,Director ;4' . ��.t,,pr►16 Building Division Tom Perry,CBO, Building Commissioner ®� 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us 'IT Office: 508-862-4038 ZOw500-790-;'70 2006 ,1 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY O'c BARNSTABLE a p Not Valid without Red X-Press Imprint vlap/parcel Number /�!!1 0 ?roperty Address 30d /Residential Value of Work t Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address � �����j7 Jib Contractor's Name Telephone Number �(� V Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ lam the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name �f Workman's Comp.Policy#1/R�//�a' T� �• Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) �� �7! 11 210L Re-roof(stripping old shingles) A11 construction debris will be taken to'YJ eyVW121Jr�11 ❑Re-roof(not stripping. Going over existing layers of roof) R(Re-side ❑ Replacement Windows. U-Value (maximum .44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. amejmprovement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise071405 f The Commonwealth of Massachusetts I ( Department of Industrial Accidents 4 Office of Investigations 600 Washington Street KU j' Boston,MA 02111 t 111.4 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Build ers/Contractors/Electricians/Pluinbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 'x'eylo Address:^ /9 .��/1t�1J�I�� City/State/Zip: _Zz/ CJ2Z-4 Phone #: i,re y u an employer? Check the appropriate box: Type of project(required): la 1 am a employer with 4. ❑ I am a general contractor and 1 6: ❑New construction !!�� employees(full and/or part-tune).* have hired the*sub-contractors ❑ I am a sole proprietor or partner- listed on the attached sheet. $ remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions ❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12,�fRoof repairs insurance required.]t employees. [No workers' 13.❑Other' comp.insurance required.] .ny applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. iomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. zm an employer that isproviding workers'compensation insurance for my employees. Below.is thepolicy and job site formation. surance Company Name:?��?!/` � )licy#or Self-ins.Lic. Expiration Date: b Site Address (/F//� �, 1 City/State/Zip: ttach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). d1ure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ie up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine 'up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of .vestigations of the DIA for insurance coverage verification.. do hereby certify un er thepains andpenalties ofperjury that the information provided above is true and correct ature: . Date: :lone#: z Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2,Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i ��SME Tpk, ti Town of Barnstable + s� Regulatory Services es ,+ gED � Thomas F. Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Jffice: 508-862-4038 Fax:. 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize M �.� .,6X to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature O\flowner 1&te Print Name Q:Fomis:expmtrg Revise071405 o ° Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registratiow.%I00497 ---- {.EzRiFation- 18/2608 "t iType private Corporation DAVID COX,INC`� ��-�� David Cox. t 19 LAVENDER LN .. � W.YP,RMOUTH,MA. 02673 Deputy Administrator m o e Date: 1C/4:.006 11.2' A.M jenoers rex:v:ov000c-4 ev rake t o7 CERTIFICATE OF LIABILITY INSURANCE CSR a DATE(LOWL'"Y) DAVID 10 04 06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 805 West L°in str Ins. 1#gE+Ticy ALTER THE COVERAGE AFFORDED BYLDER.THIS CERTIFICATE DOES TTHE POUC ESD.EXTEND BELOW. 805 Wsst Min Street Hyannis HA 02601 Phone:508-711-1632 P'ax:508-862-9270 INSURERS AFFORDING COVERAGE - — NAIC0 IN6URED INSURER.A NOPXOLK S DEDHAM 23965 INSURER 3 ST PAUL TRAVELERS David cox, Inc. INsut RER- --� ---- ---------�•- S Ya=wuth4Mh 02664 LNSLIRER LviL'REa=_ COVERAGES I TI-F POLICIES OF IVSLPANCF LIFTED 3EL0'V HP.VF BEEN ISSUED TO TAE INSUPEC NEAMED AEOVE''OR THE POiX..Y PERIOD m0l-'ATED nCTdA'iTHS7ANDiNG Aryl Rt: M UF'.;U:RE1AENI T=R CQW11,ION CIF ANY':D'rl;RACT'JF'QTHEP DOCJIMEN!Yv;TH kESPECT TC'emicH-k15 muiFicAm 11AY BE i.$Lt0 OP pewf PERTAIN,THE IN3%RANCE AFFORCED BY THE POL IC ES OESCMISZO-iERER4 IS SU5JECT-0 ALL-HE-ERMS,7C�I:3I:'.S E:S+CCNGITI':)'•13 CF SUCF POLICIES AOGREOATE LIMITS G4T'+N I4AY KAVE DEE`d FM CED BY PAID CLA,IAK. FOLIC LTR IMR TYPE OF INSURA'VC6 POLICY NUMBER' DATE(WAIDDJYYI 'A IMA�UODIYY) LIMITS GENERAL LIABILITY. IEACHOCCU'PRENCE 51000000 (OtAA4ERC'PLGe4EZAL_IASILITY I V EMISES'Eecc;yarrce' S0000 CLAWS AMIDE .7X 0"GUr II MEC•EX..-(Any cna Dvrsun) S 5000 A X Business Ownezz R00309545 03/14/06 03/14/07 ?EkS044_&ADVtNJ_:R'1 .31000000 .iENER.ALACGREGATE 5 2000000 I .E\'•.AOORCOA'EL1141TAef'_IESPER. PPGDUC-;-:•MF'/0P.4- : S 2000000 roLlcY ;RO- Loc SL 2000000 AUTO(ItMI•E LU1ILM i I CUMBIAED SINGLE Limn 1 r (Ea*s ddcrr) 1 �ANY Piror-�ALL.WIE.O AUTO$ I I BOOK'INARY I- iP3r G2fSM� S SCHF-Dvl.°�D AA1T0v ' I HIr EG P.U(Uo I ROOIL�lP4-JUZY L--1 ;P3r ac idsnti 4 S i �wor.a�+NE:;Avns I F'POPeFM CPn'A*E e . I(Par owdarM WAGE LL4E�ITY I I A.TO CW-Y-EA.Aj'J' EiEVT ANY AJ-O I GTI-ER THAN EA A'' 1 S I AUTO fVILY. WIG 1 6 EA L(A81LIT( E::H O:CURFENCE XCE6&UMFIELL _ _ (F--H __----.. OCCUR CLAIMS MADE ! I 'Ara PE�-- --� 1I I s DEDUCTIBLE RETBNTOt, 6 S WORKM COWPINSATION AND X TCaY LltA" CEP 8 RAPL.OYERS'LIABILIr( 16KU8910)C742205 07/15/06 I 07/15/07 EL.=_acl Ar_c:x!1r z 200000 A14Y FR:WRIETORIF'PRTNEP.IEKECU-:✓E IO"r=ICEFJMEMBEP EXCLLCE77 I =.L.DISEASE-EA EMP-0YEE 5 1000 00 10y0e'describe under SF=CPLPRCmIoNsolow EL ^!SENSE-FOLiCi 1_IM:T S 500000 OTMR i D6. BRA LOCH-CFJ-9 1 VEWC1.68 1 EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS 144 Einguickeet Rd„ Cotuit, bth CERTIFICATE HOLDER CANCELLATION �8 SHOULD ANY OF THE ABOVE DEDCRMED POLICIES 9E CANCELLED BEFORE THE ExPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS'AlUTTEN NOTICE TO THE CERTIFICATE HOLDER NANO TO THE LEFT,BUT FAILURE TO DO SO SHALL TOWN Or SARN9TABLE IMPOSE NO OBLIGATION OR LLABILRY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 367 RAIN STREET REPRESE►+TAYWES, HYAMS HA 02601 AUTWOR ACORD 25(2001l08) 0 ACORD CORPORATION 19n ao � ` [ � �1I � � CAPE COD & ISLANDS APPRAISAL GROUP LLP Linda Coneen,MRA,SRA e-mail:info@capecodappraisal.com Heather Ross,Senior Partner MA Cert Gen RE Appr Lic#214 website: www.capecodappraisal.com MA Cert Gen RE Appr Lic#1434 �� Fax 508-255-9968 M�B•R� 95 Rayber Road,Orleans,MA 02653 Main Production Office 3311 Main Street,Barnstable,MA 02630 PO Box 1354,Duxbury,MA 02331 Orleans 508-255-9269 Barnstable 508-362-9050 — Sandwich 508-833-2224 — Plymouth 508-830-3433 October g,2014 Marc Zeoli Rogers&Marney,Inc 445 West Barnstable Road Osterville,MA 02655 marc(a�rogersandmarneybuilders.com 300 SEA VIEWAVENUE OSTERVILLE,MA o2655 Dear Mr Zeoli, In accordance with your authorization,we have prepared an estimate of the(1)replacement cost and the(2)depreciated value of the single-family home,improvements only,located at 300 Sea View Ave, Osterville, MA 02655. Site improvements (including landscaping, in-ground swimming pool, shed, detached garage, driveway, and patio) and land value are not included in the valuation. The market value of the real estate has not been appraised. The property was inspected by Jacob C Ross on October 8,2014,the date of value. The intended use of this report is to assist the client, Marc Zeoli of Rogers &Marney, Inc in representation of the property owner,with building code compliance by providing an opinion of the depreciated value of the existing improvements. Intended users of the report are the client, Marc Zeoli of Rogers & Marney, Inc, and the Barnstable Building Commissioner,for the stated purpose. The appraisers are not responsible to any other user for any other purpose. The written cost analysis, attached, has been prepared in compliance with the requirements of Standards Rules 1 and 2 of the Uniform Standards of Professional Appraisal Practice(USPAP)for real property appraisal development and reporting,as amended by the Appraisal Standards Board of the Appraisal Foundation,2014-2015 Edition,and applicable guidelines and regulations. As stated,this report includes a cost analysis of the existing improvements only and does not include the underlying land value,any personal property,or the value of site improvements,such as landscaping,swimming pool,shed,detached garage,patio,driveway,and utility hook-ups. The scope of work included an interior and exterior inspection of the improvements and development of a cost analysis only, to reach an opinion of the replacement cost and depreciated value of the existing single-family home. Cape Cod&Islands Appraisal Group, LLP 1 � r Cost data are based on the Marshall Valuation Service manual and local builders'estimates. The sales comparison and income approaches are not applicable to the assignment and were not developed. No opinion of the market value of the real estate has been provided. In this regard,the scope of the assignment has been fully disclosed and should be clear to all readers. Additional supporting documentation for factual information,reasoning and the analysis is retained in the work file. The improvements consist of a 3,928 SF wood-frame single-family home originally constructed in 1916, with ii rooms, 4 bedrooms, 4.5 bathrooms, enclosed porch, and deck. The interior and exterior have been updated since original construction. The foundation is a concrete .block, full height basement. Overall, the condition of the improvements is good and the quality of construction is custom. On the basis of the attached cost analysis,the full replacement cost of the improvements, as of the date of value,October 8,2014,is: ONE MILLION SEVEN HUNDRED TWENTY TWO THOUSAND DOLLARS ($1,722,000) (rounded) The"as is"depreciated cost of the improvements,as of the date of value,October 8,2014,is: ONE MILLION FOUR HUNDRED FORTY-SEVEN THOUSAND DOLLARS ($1,447,000) (rounded) Thank you for allowing us to be of service in this matter. Please contact use, should you require any additional assistance. Yours truly, Linda Conee/en,MRA,SRA MA Certified General Real Estate Appraiser License#214 Federal Tax ID 04-3447185 ;1A C&t. Jacob C Ross,Senior Staff Appraiser MA Certified Residential Real Estate Appraiser License#70585 Cape Cod&Islands Appraisal Group, LLP 2 COST APPROACH 300 Sea View Ave, Osterville, MA PROPERTY TYPE " ' ` ,=. 61e181. mll ,Resfclence 551 Building Class&Type/Quality D/High-Value Residences,Type III Exterior Wall/.Roof Wood Shingle/Wood Shingle Number of Stories 2 Stories Total GLA 3,928 SF Year Built&Age 1916 98 years Condition& Eff Age Good/20 years Foundation Concrete Block Region Eastern Climate Moderate Single-Family Residence Sec 12, Pg 27-Class D,Type III BASE SQUARE FOOT COST $264.87 Height&Size Refinements Number of Stories-Multiplier 1.000 Story Height-Multiplier 1.000 Floor Area/Perimeter Multiplier 1.000 Shape Multiplier 1.061 Combined Height&Size Multiplier 1.061 Refined SF Cost $281.03 Current Cost Multiplier 1.020 Local Cost Multiplier 1.200 Adjusted SF Cost $343.98 Builder $34.40 Architect $34.40 FINAL SF COST $412.77 GLA 3,928 SF fBASE.COST,OFIMIRROVEMENTS E`1." `" $1;621t361 Plus: Lump Sum Adjustments Foundation 2,063 SF $20.75 /SF $42,807 Deck: 307 SF $15.32 /SF $4,703 Enclosed Porch 520 SF $58.10 /SF $30,212 Fireplace: One 2-story chimney $22,975 Lump Sum Total $100,697 di}M 4:s�b 2 .'i✓.L•..' 'V"✓.` +ff,'�> • �ya �. '-.A. � _. ....fM R ..� � . TOTAL COST,NEW OF:IMPROVEMENTSw:;:k1T ., :� $1 722,058 _,r De reciation Eff Age: 20 16% $275,529 DEPRECIATED:VALt1E;OFvTHE IMPRO_VEMEN7S�° r$1,44G429:'° f Cape Cod&Islands Appraisal Group, LLP 3 C , Comments: The cost data are based on the Marshall Valuation Service manual and local builder's costs. A price per square foot (SF) has been use to estimate the base cost of the improvements. The cost of the foundation, deck, enclosed porch, and fireplace are included as additional line items. Fixtures and central heat are included in the base SF cost estimate. Current and local cost multipliers are included to account for the higher cost of materials and labor in the local market. An area/shape modifier has been applied to account for the unusual shape of the exterior dimensions. Depreciation is based on the age/life depreciation table from the Marshall Valuation Service manual with full economic life estimated at 65 years and an overall effective age of 20 years: Ratings from the valuation manual include: Building Class D is"wood or steel studs in bearing wall,full or partial open wood or steel frame, primarily combustible construction." • "Single-family residences come in many architectural styles and mixtures of styles,but basically, with in the same quality, costs will vary little. Thus, the modern, the rustic, the ranch, and the one-story conventional house are all variations on the same theme,as are the Cape Cod,the split- level, and the almost infinite number of other variations,by, whatever name they are called in each part of the country." • "The High Value quality dwelling will normally have more ornamentation,special design,and top quality materials. However,the costs listed will not be high enough for the most luxurious types of dwellings,built without regard for cost,since each listed cost represents the center of the costs within that quality range." • Class III High-Value Residence Description 'Exterior Walls Interior Finish. k= &Pluirili : Heat L �nK Siding,brick or stone trim,slate Plaster,good detail,custom Some special custom fixtures,electrical Complete or tile,some custom sash ceiling,wall&floor finishes &plumbing,integrated systems HVAC • Foundation(basement),deck,enclosed porch,and fireplace are included as separate line items. • Occupancy:Residential Cape Cod&Islands Appraisal Group, LLP 4 SUBJECT PHOTOGRAPHS t � Front Front If ! INS Rear Rear Kitchen Living Room Cape Cod cf Islands,appraisal Group, LLP 5 SUBJECT PHOTOGRAPHS } Accessory Kitchen Bedroom �yh Bathroom Half Bath 'i Bedroom Bedroom Cape Cod&Islands Appraisal Croup, LLP 6 � ,i• � - ,`tom-� f�,l� '�� �. 4'. 47".4 r Y r: �I K; r3 ,x t � 0 k ice• •• •• row i SUBJECT PHOTOGRAPHS Fireplace Cedar Closet r> Double Vanity Jetted Tub 1 Exterior Lighting Enclosed Porch Cape Cod&Islands Appraisal Group, LLP 8 SUBJECT PHOTOGRAPHS i Front Front s F..� �;FF �i'I it Rear Rear i Kitchen Living Room Cape Cod&Islands Appraisal Group, LLP 5 i SUBJECT PHOTOGRAPHS G } r, Accessory Kitchen Bedroom t ixt � a Bathroom Half Bath f y Bedroom Bedroom Cape Cod&Islands Appraisal Group, LLP 6 � SUBJECT PHOTOGRAPHS ° dj§ a2 ƒ 1 Bedroom Bathroom Bedroom Bathroom . » z . �. . ,w Built-ins Cabinetry Cape Cod&Islands Appraisal Group, £L 7 SUBJECT PHOTOGRAPHS .. \ < . >z ; � ) : Fireplace Cedar Closet » '2\ ' Double Vanity Jere Tub Exterior Lighting Enclosed Porch Cape Cod&Islands Appraisal Group, ££P 8 40' 17' 16' '�Iwo•. CEnclosed Porch46'8" Stone Patio W 30• 6' 41' 46'8" N p 46'8" Toro sketch by a is mode,inc. Area Calculations Summary ,Wngr e .... � r`#+ Calculation Details`. bt i, � t First Floor 2994 Sq ft 0.5 x 28 x 10.2 = 142.9 0.5 x 6.1 x 13.7 = 41.6 0.5 x 5.8 x 13.7 = 39.8 22.2 x 13.7 = 304.4 0.5 x 5.9 x 13.9 = 41 31.6 x 13.9 = 439.2 31.6 x 2.1 = 66.4 20.6 x 40 = 824 31.6 x 4.6 = 145.4 0.5 x 12.4 x 4.1 = 25.6 31.6 x 12.4 = 391.8 0.5 x 16.1 x 5.5 = 44.1 0.5 x 16.1 x 5.4 = 43.2 16.1 x 21.1 = 339 0.5x26.4x8 = 105.7 Second Floor 934 Sq ft 20 x 46.7 = 934 Total Living Area(Rounded): 3928 Sq ft _ Non Ilviny Areaay__r�___,+ .r Patio 533 Sq ft 41 x 13 = 533 Screened Porch 68.4 Sq ft 0.5 x 11.6 x 3.5 = 20.5 10.8 x 2.4 = 25.7 0.5x0.8x2.4 = 1 0.5 x 0.8 x 2.4 = 1 0.5 x 11.6 x 3.5 = 20.3 Enclosed Porch 520 Sq ft 40 x 13 = 520 Deck 306.7 Sq ft 9.2 x 1.2 = 11 0.5x1.2x2.4 = 1.4 0.5x0.5x1.2 = 0.3 2.2 x 22.1 = 47.8 0.5x10x22.1 = 110.3 0.5x9.8x22.1 = 108.9 0.5x12x4.5 = 27 STANDARD CERTIFICATION STATEMENT I certify that,to the best of my knowledge and belief: • The statements of fact included in this report are true and correct. • I have performed no services regarding the subject property within the prior g years,as an appraiser or in any other capacity. • The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal,impartial,and unbiased analyses,opinions,and conclusions. • I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. • I have no bias with respect to the property that is the subject of this report or to the parties involved with the assignment. • My engagement is this assignment was not contingent upon developing or reporting predetermined results. • My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the Client,the amount of the value opinion, or the occurrence of a subsequent event directly related to the intended use of this appraisal. • The reported analysis,opinions and conclusion were developed, and this report has been prepared in conformity with the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. • Use of this report is subject to the requirements of the appraisal Institute relating to review by its duly authorized representatives. • Jacob C Ross inspected the property. Linda Coneen,MRA,SRA,did not inspect the property. • No one provided significant real property appraisal assistance. Appraisal Institute:Additional Certifications Linda Coneen,SRA • As of the date of the report, I, Linda Coneen, SRA, have completed the requirements of the continuing education program of the Appraisal Institute. • To the best of my knowledge and belief, the reported analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. • The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives. Jacob C Ross • As of the date of the report, I, Jacob C Ross, have completed the Standards and Ethics education requirements for candidates of the Appraisal Institute Y4110941-�6=j Date: October Q,2014 Linda Coneen,MRA,SRA MA Certified General Real Estate Appraiser Lic#214 C&t. Date: October Q.2014 Jacob C Ross MA Certified Residential Real Estate Appraiser Lic#70585 Cape Cod&Islands Appraisal Group, LLP RLkM DOGERS&MARNEYiNc. BUILDERS SWAN RENO PROJECT-300 SEAVIEW AVE, OSTERVILLE 10/8/2014 EAST WING SQFT COST/SQFT NEW MUDROOM 80 225 18000 REND EAST FIRST FLOOR 589 185 108965 REND BACK HALL 158 185 29230 NEW DECK 339 50 16950 NEW DEN 100 2251 22500 NEW EAST SECOND FLOOR 1 710 2251 159750 WEST WING NEW KITCHEN 100 225 22500 REND WEST 588 185 108780 REND KITCHEN 256 185 47360 NEW WEST SECOND FLOOR 7101 225 159750 MIDDLE WINDOW REPLACEMENT 19000 TOTAL 1 712785 PQEm I -OGERS&MARNEYjNc. BUILDERS SWAN RENO PROJECT-300 SEAVIEW AVE, OSTERVILLE 10/8/2014 EAST WING SQFT COST/SQFT NEW MUDROOM 80 225 18000 REND EAST FIRST FLOOR 589 185 108965 REND BACK HALL 158 185 29230 NEW DECK 339 50 16950 NEW DEN 100 2251 22500 NEW EAST SECOND FLOOR 1 7101 2251 159750 WEST WING NEW KITCHEN 100 225 22500 REND WEST 588 185 108780 REND KITCHEN 256 185 47360 NEW WEST SECOND FLOOR 7101 225 159750 MIDDLE WINDOW REPLACEMENT 19000 TOTAL 712785 5� 7D CAPE COD & ISLANDS APPRAISAL GROUP LLP Linda Coneen,MRA,SRA e-mail:info@capecodappraisal.com capecodappraisal.com Heather Ross,Senior Partner MA Cert Gen RE Appr Lic#214 website: www.capecodappraisal.com MA Cert Gen RE Appr Lic#1434 Fax 508-255-9968 M B•R® 95 Rayber Road,Orleans,MA 02653 Main Production Office 3311 Main Street,Barnstable,MA 02630 PO Box 1354,Duxbury,MA 02331 Orleans 508-255-9269 — Barnstable 508-362-9050 -- Sandwich 508-833-2224 — Plymouth 508-830-3433 October 9,2014 Marc Zeoli Rogers&Marney,Inc 445 West Barnstable Road Osterville,MA 02655 marcnrogersandmarneybuilders.com 300 SEA VIEWAVENUE OSTERVILLE,MA o2655 Dear Mr Zeoli, In accordance with your authorization,we have prepared an estimate of the(1)replacement cost and the(2)depreciated value of the single-family home,improvements only,located at 300 Sea View Ave, Osterville, MA 02655. Site improvements (including landscaping, in-ground swimming pool, shed, detached garage, driveway, and patio) and land value are not included in the valuation. The market value of the real estate has not been appraised. The property was inspected by Jacob C Ross on October 8,2014,the date of value. The intended use of this report is to assist the client, Marc Zeoli of Rogers&Marney, Inc in representation of the property owner,with building code compliance by providing an opinion of the depreciated value of the existing improvements. Intended users of the report are the client, Marc Zeoli of Rogers & Marney, Inc, and the Barnstable Building Commissioner,for the stated purpose. The appraisers are not responsible to any other user for any other purpose. The written cost analysis, attached, has been prepared in compliance with the requirements of Standards Rules 1 and 2 of the Uniform Standards of Professional Appraisal Practice(USPAP)for real property appraisal development and reporting,as amended by the Appraisal Standards Board of the Appraisal Foundation,2014-2015 Edition,and applicable guidelines and regulations. As stated,this report includes a cost analysis of the existing improvements only and does not include the underlying land value, any personal property,or the value of site improvements,such as landscaping,swimming pool,shed,detached garage,patio,driveway,and utility hook-ups. The scope of work included an interior and exterior inspection of the improvements and development of a cost analysis only, to reach an opinion of the replacement cost and depreciated value of the existing single-family home. Cape Cod&Islands Appraisal Group, LLP 1 Cost data are based on the Marshall Valuation Service manual and local builders'estimates. The sales comparison and income approaches are not applicable to the assignment and were not developed. No opinion of the market value of the real estate has been provided. In this regard,the scope of the assignment has been fully disclosed and should be clear to all readers. Additional supporting documentation for factual information,reasoning and the analysis is retained in the work file. The improvements consist of a 3,928 SF wood-frame single-family home originally constructed in 1916, with ii rooms, 4 bedrooms, 4.5 bathrooms, enclosed porch, and deck. The interior and exterior have been updated since original construction. The foundation is a.concrete block, full height basement. Overall, the condition of the improvements is good and the quality of construction is custom. On the basis of the attached cost analysis,the full replacement cost of the improvements, as of the date of value,October 8,2014,is: ONE MILLION SEVEN HUNDRED TWENTY TWO THOUSAND DOLLARS ($1,722,000) (rounded) The"as is"depreciated cost of the improvements,as of the date of value,October 8,2014,is: ONE MILLION FOUR HUNDRED FORTY-SEVEN 7HOUSAND DOLLARS ($1,447,000) (rounded) Thank you for allowing us to be of service in this matter. Please contact use, should you require any additional assistance. Yours truly, Gr-vn X� Owj Linda Coneen,MRA,SRA MA Certified General Real Estate Appraiser License#214 Federal Tax ID 04-34471$5 C Jacob C Ross,Senior Staff Appraiser MA Certified Residential Real Estate Appraiser License#70585 Cape Cod&Islands Appraisal Group, LLP 2 COSTAPPROACH 300 Sea View Ave,Osterville, MA PROPERTY TYPE` " : Sin le=Famil Res(dence`351 "" Y Building Class&Type/Quality D/High-Value Residences,Type III Exterior Wall/Roof Wood Shingle/Wood Shingle Number of Stories 2 Stories Total GLA 3,928 SF Year Built&Age 1916 98 years Condition& Eff Age Good 120 years Foundation Concrete Block Region Eastern Climate Moderate Single-Family Residence Sec 12, Pg 27-Class D,Type III BASE SQUARE FOOT COST $264.87 Height&Size Refinements Number of Stories-Multiplier 1.000 Story Height-Multiplier 1.000 Floor Area/Perimeter Multiplier 1.000 Shape Multiplier 1.061 Combined Height&Size Multiplier 1.061 Refined SF Cost $281.03 Current Cost Multiplier 1.020 Local Cost Multiplier 1.200 Adjusted SF Cost $343.98 Builder $34.40 Architect $34.40 FINAL SF COST $412.77 GLA 3,928 SF BASE-COSTYOFAMPROVEMENT 1 �6_. Plus: Lump Sum Adjustments Foundation 2,063 SF $20.75 /SF $42,807 Deck: 307 SF $15.32 /SF $4,703 Enclosed Porch 520 SF $58.10 /SF $30,212 Fireplace: One 2-story chimney $22,975 Lump Sum Total $100,697 u:-.t.t �ru•e+e-w.u�c.;:Y obi'2�v`-rw-�o.sf^-v.wa�.�.n.��..,u;s1 wR,q 4 r• -,:v.+. • - 6TOTAL;COST4NEW OF L P.ROVEMENTS. �.� `Mv,.'$1' 22,06 Depreciation Eff Age: 20 16% $275,529 +DEPRECIAT.EDNALUE MiTHE�IMPROVEMENTS $1;41'6,529k,� Cape Cod&Islands Appraisal Group, LLP 3 Comments: The cost data are based on the Marshall Valuation Service manual and local builder's costs. A price per square foot (SF) has been use to estimate the base cost of the improvements. The cost of the foundation, deck, enclosed porch, and fireplace are included as additional line items. Fixtures and central heat are included in the base SF cost estimate. Current and local cost multipliers are included to account for the higher cost of materials and labor in the local market. An area/shape modifier has been applied to account for the unusual shape of the exterior dimensions. Depreciation is based on the age/life depreciation table from the Marshall Valuation Service manual with full economic life estimated at 65 years and an overall effective age of 20 years. Ratings from the valuation manual include: • Building Class D is"wood or steel studs in bearing wall,full or partial open wood or steel frame, primarily combustible construction." • "Single-family residences come in many architectural styles and mixtures of styles,but basically, with in the same quality, costs will vary little. Thus, the modern, the rustic, the ranch, and the one-story conventional house are all variations on the same theme,as are the Cape Cod,the split- level, and the almost infinite number of other variations, by, whatever name they are called in each part of the country." • "The High Value quality dwelling will normally have more ornamentation,special design,and top quality materials. However,the costs listed will not be high enough for the most luxurious types of dwellings,built without regard for cost,since each listed cost represents the center of the costs within that quality range." • Class III High-Value Residence Description Eaiterior Walls - Lnterior FStush Lighting.&Plumbing :Heat:: Siding,brick or stone trim,slate Plaster,good detail,custom Some special custom fixtures,electrical Complete or tile,some custom sash ceiling,wall&floor finishes &plumbing,integrated systems HVAC • Foundation(basement),deck,enclosed porch,and fireplace are included as separate line items. • Occupancy:Residential Cape Cod&Islands Appraisal Group, LLP 4 40' w 17' 16' w Enclosed Porch N k ��1 5" I ZS 26�2^ i ♦ o i� in N n a Q 46'8" so R ✓��,ns o ~' Slone Patio 4! 3p, 6' 41' 46'8" O N N O 46'8" tutu Ske"by a is mode,Inc. Area Calculations Summary MIA^p Area' a ?w .+ .C-alculatl6n D46UIIS : First Floor 2994 Sq ft 0.5 x 28 x 10.2 = 142.9 0.5 x 6.1 x 13.7 = 41.6 0.5 x 5.8 x 13.7 = 39.8 22.2 x 13.7 = 304.4 0.5 x 5.9 x 13.9 = 41 31.6 x 13.9 = 439.2 31.6 x 2.1 = 66.4 20.6 x 40 = 824 31.6 x 4.6 = 145.4 0.5 x 12.4 x 4.1 = 25.6 31.6 x 12.4 = 391.8 0.5 x 16.1 x 5.5 = 44.1 0.5x16.1x5.4 = 43.2 16.1 x 21.1 = 339 0.5x26.4x8 = 105.7 Second Floor 934 Sq ft 20 x 46.7 = 934 Total Living Area(Rounded): _ 3928 Sq ft Patio 533 Sq ft 41 x 13 = 533 Screened Porch 68.4 Sq ft 0.5 x 11.6 x 3.5 = 20.5 10.8 x 2.4 = 25.7 0.5x0.8x2.4 = 1 0.5x0.8x2.4 = 1 0.5 x 11.6 x 3.5 = 20.3 Enclosed Porch 520 Sq ft 40 x 13 = 520 Deck 306.7 Sq ft 9.2 x 1.2 = 11 0.5x1.2x2.4 = 1A 0.5x0.5x1.2 = 0.3 2.2 x 22.1 = 47.8 0.5x10x22.1 = 110.3 0.5x9.8x22.1 = 108.9 0.5x12x4.5 = 27 STANDARD CERTIFICATION STATEMENT I certify that,to the best of my knowledge and belief: • The statements of fact included in this report are true and correct. • I have performed no services regarding the subject property within the prior 3 years,as an appraiser or in any other capacity. • The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions and are my personal,impartial,and unbiased analyses,opinions,and conclusions. • 1 have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. • I have no bias with respect to the property that is the subject of this report or to the parties involved with the assignment. • My engagement is this assignment was not contingent upon developing or reporting predetermined results. • My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the Client, the amount of the value opinion, or the occurrence of a subsequent event directly related to the intended use of this appraisal. • The reported analysis,opinions and conclusion were developed, and this report has been prepared in conformity with the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. • Use of this report is subject to the requirements of the appraisal Institute relating to review by its duly authorized representatives. • Jacob C Ross inspected the property. Linda Coneen,MRA,SRA,did not inspect the property. • No one provided significant real property appraisal assistance. Appraisal Institute:Additional Certifications Linda Coneen,SRA • As of the date of the report, I, Linda Coneen, SRA, have completed the requirements of the continuing education program of the Appraisal Institute. • To the best of my knowledge and belief, the reported analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Code of Professional Ethics and Standards of Professional Appraisal Practice of the Appraisal Institute. • The use of this report is subject to the requirements of the Appraisal Institute relating to review by its duly authorized representatives. Jacob C Ross • As of the date of the report, I, Jacob C Ross, have completed the Standards and Ethics education requirements for candidates of the Appraisal Institute yol xmwj Date: October g.2014 Linda Coneen,MRA,SRA MA Certified General Real Estate Appraiser Lic#214 C Fot- Date: October Q,2014 Jacob C Ross MA Certified Residential Real Estate Appraiser Lic#70585 Cape Cod&Islands Appraisal Grotip, LLP y i REScheck Software Version 4.5.0 Compliance Certificate Project New Custom Additions Energy Code: 2012 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 300 Sea View Avenue Thomas]. Swan III Rogers&Marney, Inc. Osterville, MA 02655 Archi-Tech 445 West Barnstable Road 6 School Street P.O. Box 310 Cotuit, MA 02635 Osterville, MA 02655 508-420-5335 508-428-6106 . trade-off Compliance: 4.8%Better Than Code Maximum UA: 375 Your UA: 357 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,382 30.0 0.0 0.033 46 Wall 1: Wood Frame, 16"o.c. 2,701 24.0 0.0 0.054 121 Window 1: Vinyl Frame:Double Pane with Low-E 334 0.300 100 Door 1: Glass 120 0.280 34 Ceiling 1: Cathedral Ceiling 2,136 40.0 0.0 0.026 56 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: REscheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664 800-696-6611 #11598 Project Title: New Custom Additions Report date: 09/26/14 Data filehame: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11598.rck Page 1 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 43.0% 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. Section _• i,: _ Plans Verified Field Verified. #" Pre-Inspection/Plan Review -Complies? Comments/Assumptions & Req.ID . . Value Value .Construct. _. .. _ " 103.1, ion drawings and `" ❑Complies 'Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the �r :building envelope. f - ❑Not Observable ❑Not Applicable 103.1, 'Construction drawings and a "` ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable U Systems serving multiple []Not Applicable :dwelling units must demonstrate _ compliance with the IECC :Commercial Provisions. 302.1, i Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.6 'sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 Ion loads calculated per ACCA Cooling: Cooling: 'Manual or other methods ;❑Not Observable M ( ] Btu/hr_ Btu/hr approved by the code official. UNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 09/26/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11598.rck Page 2 of 8 2012 IECC xrX,y�Found"anon Inspection ,Com,plies? 4�, � �a`` a ,CommentSJAssumpt�ons,_ �a jy u - i,,1'A't,• 4wCt3 s• ;,i . 303:2t1 A protective covering is installed to :❑Complies :Requirement will be met. z {FO11). ,� protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below 4s: :[]Not Observable; grade. :❑Not Applicable 4038d;'iSnow-and ice-melting system controls;❑Complies [F012]?. installed. ❑Does Not a +" ❑Not Observable; :❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 42' Medium Impact(Tier 2) 1=3 1 Low Impact(Tier 3) Project Title: New Custom Additions , I Report date: 09/26/14 Data filename: \\bruins4\PROFILES\kpresswood\My Doc uments\Documents\REScheck\#11598.rck Page 3 of 8 I Section^ ;�3 yyc, x 5* h Ei` Ex�d��� rwtSlF daloga�?ka y ;dylS fir. G # ,11n' d� kYlsi.,d� .a3Fj i .: �t i a 3i,4 p I b : :;,.Fr: 3 Plans Verified Field Verified' a[E s.� r :Y �?,.f 4 ��t' `-.o?� Mr:?, uj `# „a; Framing/Rough In;lnspection� fValue'' = vUalue �^Complies� � t Comments/AssumptionsU `_b["Re4'f�:.�,`+`.'4 tom?. .rt._,_.•n...n.x�1;x,L'?_a;?"t1,�.n"�.r. M,.:. .: ..."L...7;.tcf.5t ;v ?y'JV',,�...1.Ajdk^,1 t{s7 ,:! ti 4 •`r:l'I'ijd� .�.��+u;n'k!'ld,�I`cl"�.EN ��n �r', 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.3.6, :[]Not Observable 402.5 ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products ' #b� � k � ; � ,� pry„ ;�':[]Complies ;Requirement will be met. [FR4I1 ;are determined in accordance ❑Does Not :with the NFRC test procedure or .�4w �� ❑Not Observable ' ,taken from the default table. IM ❑Not Applicable _�.. 402.4.1.1 Air barrier and thermal barrier 'F1F't11c�' aa � f � ❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's I4x nc�' J�� ��❑Does Not , instructions. rrarrT y 05 ❑Not Observable 1 rye t r-i- ,:F' ❑Not Applicable 402.4.3 ',Fenestration that is not site built ' �� 4Ni�h*� ❑Complies :Requirement will be met. FR20 1 'is listed and labeled as meeting � � � `' '�J4� ' { a�A4 "' [ ] 9 ,�• � � �'�r �1��,2r-j� �- ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440�s� � m ry%� t ���'i"�{ ,�k�'r��S�JF n���a� 1a�era�#�, v ' vi7�uv"�F^ - x�i zi �.-L5 Fr. t •;j❑Not Observable ; ;or has infiltration rates per NFRC �- J i�� �-,�,f„,�,� �,��� ,�. , ❑Not Applicable 400 that do not exceed code PP +limits. Ell FP��N ,s-N v�' �c.,r` ,� `"F`hs+ 'FJ"ghr" iiie. 4U2 4 4t�.)IC-rated recessed lighting fixtures �,�r�"���4�5 f�, � ��x � n� , y .❑Complies ;Requirement,will be met. [FR16J2. sealed at housing/interior finish M1�s"�r� � �� �r * `❑Does Not and labeled to indicate T. <R r '�'��.x .aua 'F rfisr � []Not Observable ; : leakage at 75 Pa. �, � 4-r a-, `� ��,�r�, : tr +do-y f��qf ar �gwE ❑Not Applicable 403.2.1 ;Supply ducts in attics are ; R- R- ;❑Complies [FR12]1 insulated to>_R-8.All other ducts ' R_ R_ ❑Does Not in unconditioned spaces or U outside the building envelope are; ;❑Not Observable :insulated to>_R-6. ❑Not Applicable , 403.2.2 :All joints and seams of.air ducts [ " x4 " zda ❑Complies [FR13] :air handlers,and filter boxes ar Mill � _❑ Does Not sealed. K 1<< I U „G _� 1 ref ❑Not Observable ; �a�❑Not Applicable 403 2 3�ah j Building cavities are not used as x,"�xF��� �'a�,����*�h ��Ak,�-=a �jl��F F f ,"�[F ❑Complies RlrS 3 $ducts or plenums. � � 7 r �t P 3 �' �v �,r z []Does Not ❑Not Observable ' ❑Not Applicable 403 3E HVAC piping conveying fluids R-_ R-_ ;❑Complies above 105 QF or chilled fluids UDoes Not � below 55 QF are insulated to>_R- s 3 ;❑Not Observable :❑Not Applicable "403 3 T: Protection of insulation on HVAC ❑Com lies Z F ,��,I 1 31 �Niri P [F�R�524'1� piping. � a � a _❑Does Not 3ae ,�'� 1ct�{4�'"A.xlr .. i s � aae � � �� . ❑Not Observable ❑Not Applicable 403 4 2'r Hot water pipes are insulated to R R ;❑Complies [FyR18]ZF 4 >_R-3. !❑Does Not ;❑Not Observable ; ;,}_,;���•z, _ ;❑Not Applicable a i .�T� y�3' r..,5 'r y, .4 , � Automatic or gravity dampers are � 1� y i❑Complies ;Requirement will be met. [ER19]2' F11 installed on all outdoor air Not " r J intakes and exhausts. FS ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title:New Custom Additions. Report date: 09/26/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11598.rck Page 4 of 8 r i 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 09/26/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11598.rck Page 5 of 8 Section Plans Verified Field`Verified. # Insulation Inspection Complies?, ;:Comments/Assumptions_ &Req.ID Value':. Value:.. ... 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 'or the installed R-values ❑Does Not provided. []Not Observable ; ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ElDoes Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 'manufacturer's instructions, and = ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. ❑Not Observable ❑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. 402.2.6 wall insulation on the wall :❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation ; j requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 'Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 -manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 09/26/14 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11598.rck Page 6 of 8 "—$eCtlOrii5,; - a):: .9" -a'',y+'_ IBM, -+„�• + - _2 �., Plans Verified Field Verified . - h � al ins ection P.rov�sions nF ;;,; rr t , + �bal� ,• xComplies?� CommentslAssumptions ' &YRe Tlp a '-r r t�� a Value, k Value t L �wfi R yy;� g n! n a� �..�;Y�.r__ ,use•:..b7_kaynv�'k,,.rr.,>.__` 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies i 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel ;❑Not Observable 402.2.E [FI1]1 TINot Applicable l 303.1.1.1,;Ceiling insulation installed per „� M ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. '" �; �' r '��rl �''❑Does Not [F12]1 !Blown insulation marked every ��tj�" t' �� ' st 2. ° f ❑Not.Observable ❑Not Applicable Y r Y.F�I 4 .�Y"P ^ t1�, 4.r 5� wE'h 4:02 2 3, •Vented attics with air permeable +�� ���s ��, �rr. � �..�ha���^��- ❑Complies ;Exception: Requirement is 2 "'r �S' F r ^� don rffi ,.L c+ [f122],�, insulation include baffle adjacent 'tk,�u -��s�Y�a n sf�u� ���c� F� ,�a ❑Does Not not applicable. sa. N �to soffit and eave vents that :ti i I extends over insulation. � r Fr7�'r',,�' } t�, ❑Not Observable �` � �r�fw.❑Not Applicable 402.2.4 ;Attic access hatch and door R-_ R- ;❑Complies ;Requirement will be met. [F1311 :insulation>_R-value of the :❑Does Not U adjacent assembly. :❑Not Observable j❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. �J :❑Not Observable ❑Not Applicable 402'4 2 Wood burning fireplaces have � � €���j F ❑Complies ;Exception: Requirement is `F<',tP, nh '�,'-r a5.ny { -�1- ,- ' �gO [FIS] s tight fitting flue dampers an du �zt k � "�� ❑ not applicable. , ,. r� a,r�. Does Not' PP �Y pis 3ry t � +Hwy outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.2.2 :Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI411 :cfm/100 ft2 across the system or ; ftz ftz j❑Does Not O ;<=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to :❑Not Applicable occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated � atiz� ❑Com lies ; w� � p [F124]1 !by manufacturer at<=2%of �r�347�Gax �iF5t ❑Does Not design air flow. i tfi"'( aG^Y�Flr K �Sb� ��i €i iS ❑Not Observable ; ��4y s "ht ❑Not Applicable ; 4'03f1t_qr1 MP Programmable UP $��r* j ❑Complies ; ;;installed on forced air furnaces �kf � � � ❑Does Not 2_❑Not Observable , ❑Not Applicable 403 1 2 y Heat pump thermostat installed � i �h* *ts , '` rj� ON 1_❑Complies ; [FIlOJ2 i '� on heat pumps. ❑Does Not sci� l'" ae', ❑Not Observable ,an6s ,F,-,n�- ..,.,_ iuRi U rrk.�fiiWa � rL ❑Not Applicable 463 4 1 r �Circulating service hot water ' et4b� h��a� 1¢5 ❑Complies 3systems have automatic or4wy ' day r UUxy ❑Does Not accessible manual controls. tq rcr 'i kz y M rtGr��,;, f � G` � fi� ❑Not Observable aW7, j <�� Gi ❑Not Applicable _...r..., k p Qi��,r2,y.Fd w�i ��. pia ts � e y g 403 5 1{ All mechanical ventilation system ar r �� � �� � � ❑Complies (FI25Jzfans not parr of tested and listed �� " z ❑Does Not ', HVAC equipment meet efficac y kf 5 ❑Not Observable ' and air flow limits. FALy �45 '�z r � 1s.❑Not Applicable 1 High Impact(Tier 1) 2r Medium Impact(Tier 2) 3^Low Impact(Tier 3) Project Title: New Custom Additions Report date: 09/26/14 Data filename: \\bruins4\PROFILES\kpresswood\My'Documents\Documents\REScheck\#11598.rck Page 7 of 8 SeCtlOn' ,.���iPlansnbe�f�ed � �Field�,,Uerifi „ �y� '�rlc�"c� �r � �d,�'I�a,�F-�-,r: F llnspectionTIM „Prkovisionsj Value�p ; Value'*� ` Complies?�; Gomm s entslAssumption ; &rReq.ID 403 931 Readily accessible switch on N,� # ti�;Lr ❑Complies [FI12J heaters for swimming pools or { a Y �a� _❑Does Not �permanentin-ground spas. ❑Not Observable ' ❑Not Applicable r 403 9 2 'Timer switches on heaters and � P � � r }�g ❑Com lies r�+' •� k� xt dx+, [FI1913 pumps serving pools and F ,r3 s t } 5 ❑Does Not permanent spas. _ ❑Not Observable ❑Not Applicable -a 403 9 3 ,._. Heated pools and permanent43 x �~ "i ' ; � (ux "❑Complies y Y'2i Ya'hW� T11s £4 jha�si� +yri-,iv [F120]3 +spas have a vapor retardant .titEs� P ;��1�i[]Does Not 7 �k3a" c rh fii,, FvM iM1� nrjf s�- rx h cover. +'�Le � €r� [ r; �'r Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent „ y{fit ;�' ap ht � � w;[ Complies [F1611 fixtures or 75/o of permanent �,�� ,�� �f�,u� ''�� ��� � ��r❑ � ,�� 3 Does Not Mixtures have high efficacy lamps ; ❑Not Observable Does not apply to low-voltage �� r lighting. ❑Not Applicable t , „ ,s��ri ,a.s s4r'ryi+rN'r�'YC�� 404 1 1 Fuel gas lighting systems have � � � ❑Complies [FI23]3 no continuous pilot light. �� �� � � � �y� Fr �� `�" r:❑Does Not � Srse * ❑Not Observable ❑Not Applicable Y T � rir ❑Com lies :Requirement will be met, 401 3 r Compliance certificate posted. � � ia� I r ,(� � � '' P PEEN! ❑Does Not ❑Not Observable GhyrJL }v-�iy, C 4 Via` p 3 vY :Hza. ❑Not Applicable '� .41 '`T x r�''r3.2r ,, xl k "F Fi F a'u, F",. ' 303 3 `,.Manufacturer manuals forx Gi rrr , m ,� �� �� ������� � ��r ��❑Complies [f118]3 mechanical and water heating N pn' -Av' r ,tuft�, a �a � ❑Does Not f� j systems have been provided. a ' ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2r Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Additions Report date: 09/26/14 Datafilename:.\\bruins4\PROFILES\kpresswood\My Documents\Documents\REScheck\#11598.rck Page 8 of 8 2012 IECC Energy Efficiency Certificate Insulation . Wall 24.00 Floor 30.00 Ceiling/ Roof 40.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.28 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments i ��� � �� �� oPy LIV FLOOD ZONE REOUIREMENTS �� •` ' - / I. / -FLOW 7018 A6 h3EVA1♦.N IL '- • - _:'S,' .r� .� r-1-.. F O PO/mAiION 6E1�tAL N7fF� - ' •� O •TOP OF NOFB FOUmAYM AT ELEVATION IIS'014 VS') 4J U OOIONETE PR05T AALUS TO 10•RACK •TOP OF FMT FLOOR 5LBROOR AT V-VATION W 07-1 V4') F ` CO SI' roil F K L O lO •• -VIESIM ORTTERUA.100 OFR-590931-FLOW RESISTANT OOB1r4CTON I \0 Wv�FROM FUl W PETO FOOTINS) c N •tf O Bawm INCH OF OPWM PER I SOATB FOOr OF F=R AFMN A rp�aµµ@ 9 D QyBIRRGAARppEAOE aprTpi ORAR SPAR FLOOR MBA.9N 9F.FAOM ISID W.PYAE4 REOD);OPBUN95 PROVIDED.4W 90.I/IOIE9 -3 SUB RATS OROR1'.LFRMOE 51Et1 = y -S SEPARATE MALLS TO NAVE I FLOW YEW FER MML BY'SMMR VEND Q TOTAL)MOOEL-540-W 40-0 72'r/- 0 -WALLS M IN STONE VBECR TO BE S LLT � W 4•CM SHELF ON SO'0Y MOM m t � TS VEN9 TOTAL AT fOE9bfl ORfia11A-10 R-53331. 4 S q4• -950AUEV TAO M!fIIRD0y/19 TCOE8R9N EQRG1SPM W93.D'200 90.K EACH 400 52E FLOOD OPUM FROVILED). AND 0E. PER SILL Dl WILTS m -AWO M BOLTS%„ALL ENSA6E ALL PLATES _ AND BE PA5MWD IV 9-X9'914'RATE KASMa7A TO ON WPM SILL PER�A.4 WLTS MASHM m TOP op exer._ I'N713m?CR m FROM SM BeBE PLACED M 1'A16t OR N ttpp m — E • TERR OE E PAVERS.FLOOR OF lEfD3ALE O'ITLN FLOOR VW PM D' -!ifE 91RUOTRAL 6i1ERAL NOTES AND TTPY,AL i On" DETAILS F O Y A Y FROM NOOFJ 1'OM1 SIEI.P ro SUPPORT OR ErT BOnTBMENr9 L . 4•6• STOIE VENt£R w Y 6 OONOfmm SLAB W NAI.N'AED EO64 t O NY 610(3.L`0J 6ALISE)K.MESH W IN10'LOTCJBTE FR09T MALL O CENTER OP&--W ON VAPORON O'OF O01FAOlED O2BIED IMot ON 10'X U'OONO.FMnM9 (RAFT IE/a OF TEV D STONE A�E FROM 6N 4.4'O BOTTOM s . FROM 6R/OE TO BOROM AS NW) OF FWRIN6 DETAIL® STEM/SHELF W FOM CAST 3X4 KEY M FORM l C IB OL. WALL 1 FomINS.O.OL.VERT. SCALE, 1/S' • 1-0- DRRL 7 RBS4R 4'INTO EX FOLIMP. DRILL 9 OT96 a MTO EX EFIT. W41 I FOOrIN6.D'OG VERT. TO�PRO.FLT�MI/L INTO MON MALL t SMARE W EPDXY BROff IB$AR R FWnNIS i REVAR i TO FRO" 1T M.INTO NBN FL4LLNampo 1 FOOr016 - - i ". I $MART VENT •'. .__________ ------ _________ ___________________________________________________________________ SMART VENT ~ MOM-fmo 5 TOP of STEM MALL TO MODELF I 4 �I 161 X B'5MART ' ' 9 9/P BFJOM TOP 10'OQCFM TE FR05T MALL 16'%0' MSMART 9F) VPRT(SOO SPJ 5 �. OPOST ..4: E .MOUSE 519-1A W 5TEM PALL.91ELP VENT(300 ON 24•XO•00NORIFTE 63 TOP OF SrB.F TO eB FOOTM Vv KEY 11 VSM Ba.OM TOP OF GRAnL O d ' EXIST KLM SARR SIB 9F. 3•MSTI.O4M EX.GRAM EQUAL s••o• EPJAL EX.GRAWL �H OF O ERIC J. G Qo anOPBON5INEXIST. g CEDERHOLM m MALL DOM OF 5G % O STRUCTURAL j I 0*0 II No. 38962 IN EX.GRAL�° ��•JNA "'• \ I . (5)1 V4•LVL BEAM—$——I 1 IH•LVL BEAN I g L`e -£ a \Yy --- -TFUFJO- �iu9N7-- f�tt a �. ��$ pa y � ggg y i'BP BASEMENT Et 6\ ,2v 6 'T° ' u�• j-C Cu Q O a w 3 O cc c C \ LL o (� � r >?0 � 0.� m (M O job no.: 1531 _ date 1 OGTOSM 3015 scale AB NOTED drawn: jLm FOUNPAT I ON PLAN • rev. SCALE!, 1/4' . I'-O' ' - rev. o ISSUED FOR CONSTRUCTION I snt I Of 7 i T r • .> r • V 0 ram• r-4• .. WALL/DEMO LEGEND N m � 0 A o_ m 3 FM�rNIL9 TO Q '�.t W D'•91H'./- B'4 I/D'./- 16'!1/4'./- gn NBT Ky15 d r0 19 9/6.04. BI J01519/90 SPALE91 r,9• ,, COLUMNS TO BE CENTERED V I�'I"'T P.T.b%b W 6 Bli eSTONE BENCM W PILA5TER.s o NoWe wnu DEMO NOTES AL16N w BOrtpI Q PASON P. EY.OGKINS A] (CENTERED W COLUN05) G n m _ — _ _ - _ _ EAST6 DA51E0 PRm0/6 4 K41LS u (B I/2'X 8 1/2• v rr rr v rr rr rr n v _ .. .. .. _ _ _ _ P ` p' 99/1' PIX DIM) •• •. •• •• •• rr v rr TO B°i®IOJ®AND ATOED A9 •__ ___ NffOIDOR RB9JrLED AS NOTED. M CI A I M] B r��' 6BHfA1 PLAN NO=� y s RC.W]160 OPf,OnATM 1 1 ii ii ii ii i ii w ffAH N P.T]R6 SPACER EEIIEEN r r rr .. .. O IH'. � 17�I0' "1•-9;1/ ri 11''6"UD•;; n '� i 1Y{�'!' D V4•./• -ALL EXT.NrLLB TO�3N65.Ib' E NI I'1 OL t1N255 NOTED OIMERN5F2 O y rr r r v ri ri rr v r v v v v ri rr rr v rr ri n v r v v v v rr ].T6 P.T.SPAfBt ;; " _w IDOE S Alm FRBILN DOORS TO BE y GORFLIED TO TOP OF POST ii ii EDJI rr i' ii ii it EO.rr 'iFd. EO.ii iFb, i y v n rr rr n n i atyLuU ARG61EG�5ERIE9 TTEfPL4/TO J v rr v 11 .• I I rr v v n 14'C TO 57UD MALL K ' d rr S S� �° ' _" " " ___ __ o _ __ S n S S+ < S _ .RffBt TO ELLYATIM FOR wN00M g .sumroN ,� �'';I ,� � 1"- rr _ •� S g �� geRO NEIbHfS ABOVEWP.T.6Rlaorx6l6.u wtAP i PILASTER TO MATCH I crn/uw DETAILS K K K OF W d 1 I P.T.7xbW ONBLOCOX PROVIDE VERT �f (See DETAIL 51A-2)°X S eeOre. Mq%9 M (a) PERGOLA DETAIL 1 r ---------- ---- _ +ff r�Yfi -+6('r; --•fT'---;;- ------� SCALE,11/7 1-0 0� ` ' ERIC J. I N E _ Ro a'v9Hzss9/4 " Ro,]ayszy�yp g CEDERHOLM ~ ALIGN LVII�ON LER AL16N -'4 KALLS i � O STRUCTURAL -4 r No. 38962 r U rr r r rr rr rr r rr rr rr r rr rr rr N OGNrmaw COr 6• 1'a 1SM' r r r r r r r ----' a '------- ! Iv/, •� 110 RF6D61 SIX SO, W. E0. FO. EO. Ea. r rr rr rr r _ r rr rr rr r r T ;r r IVA cc .155woc. NRoo ; IN OSTS/90 SPACZW ' r rr r rr r rr rr rr ii WA r rr " ii I I r rr ii rr 1 I I r r r r r 1 I DEN Ate ___________ WANOIEm W SABLE Wl S iw KITCHEN aa.D1 zmo OF/QtATNE TSB ;;� $M1 wP.T.1A6 SPA(8=�Tt�]I X~ s• � " rrX -_ ,r rr rr r rr I I rr rr rr 2T6 P.T.SPAf231 �. I I r r r r r r r r r ________ __ Li•O 1/6•/19•A V4' --- DECK cor6Ecmv TD T'W Q NST -- ---------- I ro rFATEa oP onEst cows '-'------- , . I ; a� P.T. r> eaz i u r.uv i - i REMOVE DOORS�•a a a�r 8=6� @,�' Bg�fA4 y,.e) KEEP CASINO T TRIM .S� {'1 g�$8 F ' PATCM AS NEEDED p1 cs��cp ,3,,<cy o I I PANiRT \ Yd�6` n r. r $p� r •. g -------------------- PERGOLA DETAIL ' .€ 3 �' " O .�- SCALE.1 1/2'.I.-0.� --- / Y3 LIVING DINING �V'Hail ''�' 57DR ppF -----__-- �CF Cn N u e1ocK1=n I ui raAP h•`. -- V r, : N r r ' CID Sa. 6 u]' W. o NPyX, FOYER Lam, C ^, >_ 9�� cc 2 QN �/ oNOK eFoRooM? m N a 0 N � W /}�Co—btb ITAl1 i i i i C \V Q O5 PILASTER DETAIL 1° c MQ SCALE.1 1/2'•1.-O.' • job no.: 1521 date T OCTOBER 2015 state A5 NOTED drawn: j m rev. EX15T.LIVINS AREA•5S91 SP rev. F I R S T F L O O R P L A N EXIST.WNROOM'-Soo SF NEW SVNROOM• .854 SP p SCALE, 1/4' • 1'-O' PROP.FIRST FLOOR LIVING AREA•5,949 SP AREA I 2-SM SP RiOPND.TOTALR LIVINb AREA•6AO9 5FLn f A-2 O o ISSUED FOR CONSTRUCTION sm 2 Of -i P, . • --..� 1'-I V4-14V4• V ALkSN/S_eOfTQI N m N ALLK 6UrER I O�PR1�2L to (p O N 0 FLASHINS 9F t CR u.Fa+eoLA "m PVC,cRomm i d A MO� BROSOO I t L it o A N OA BLOCXXMISTS ri BEIFEER �. w f L LVL.DSO 3 61 cc 1 M m l0 I Y 1 .L UID PASGA 035 PION IX FREZE CENTERED W TRIM MOLDPL! i m i6 m C �DOLOCADW ASSW B90M TRAIBOFB �r � E O - I Ll BOTTOM OF PERGqLA.A BE AUSR TOPOP O Y S In' E AM S t0 O I -005 MOLD816 LY I SAP Y 9 V{• ERC.PERSOLA @ IV Vc SOFFIT Lvl IEAOet e ' o Lumom SI 1 C . ROOF (CeLm MONIED LY HEAD GA9N! yml� /ylRl WrIm (Ho BAH17 REM OF 4MtOOlU I 1 .y f I W N gL�w'IRy I C'� 1z c MRAP VT FIX ODU cc I I OEAVE DETAIL 1••1 V SCALE,1 1/2'•I'-O' c �Dle2 PVCINS Err 1 i B�° V - A4 cn ,�ELOCK /VIC BLESTOECAPBE„W Jmwm MAT9BAL , , BWESTaE'.EAUBEHM — aEVEFEet-------- --- 1 IHgss ww"N's Hum W s mime 9A D. REAR ELEVATION ��501 DOOR ONLY � VERS SCALE, 1/4' • 1'-O• •� NAVMLIBO BLLESTOKE AYAB G `v e cw a sTa� s4WWN AD"Parr VAX O? ERIC J. AFCAGiEO TO DaC.SLAB � �wIAR.TwcKFEx CEDERHOLM M v STRUCTURAL � a 0. 38962 STONE VENEER -�O®l o is 8 \Cr / o $, 0 0 o iE IN f! �.y 8 O O O {•C V SHELF TO a•� H e w o808 Ov ooPa ° i i ELPFtlRT VENEER _7 'i€ 3¢,__ Y �B fi.a�pe¢,5a2. OpKC ON 7D101�C. FOOIMS N KEY , D AL D om(D. Uro ai 2 COLUMN DETAIL $ � C m rn SCALE,1 In••1•v AA,, � O BEDROOM 5 C W � _ SWARKAFIILRXOOOFFI •0 �_Q (p N FLAT RSARWAFIL Ta 1I;TX L"vL rs`Es°� (n Ul N Fur ROOF B�T-aNm) a Ie•Of- Aux eunEn .-.-, w.S �'FERsan ..+ e /1\ ca W N LU VRpGpP�6p16pQ111 aY•p•••B•p• W 9 W LVL TEAM I M :,� IV 9MMANtelP�• ON U(9$TRAPPI,tl•, (A• C �/A TO°JpEW TI QM1Y) I SaI •O V� ( '" TERRACE _ Q w DINING SUNR'OM 3 a WFLooRAPPRax � Q++ yy 7pM AL1eM NEM VBFLK 9 pV�p{Pei Ir AwAr c/ )M N eLOLN�b IDETAR 7/A-SJ IV E105TW6 C FROM MLV�E Y Bu.BTO E CAP V O pp BLLESTOlE FLOOR/ PLLl Stet 9H'T18 PLY/IOOO{ GI VENEER RISERS \ : STONE VEXSER TREADS W STONE 2AO JOISTS.IC•Oc. ' job no.: 152I 4•W 51W TO SLFPORT '.'I. sraNE vEIEER date -I ocToI 2D1s EX.CRAWL OAIOLE06etl GRAINL , scale ASMOTev BLOCK HIS.EAST. WMAI talc. BASEMENT FROST s °NN V CIII TOW BASE drawn W COWAM FROST rev. '-------------`- MALL M 2W x 17 X MIST MINER t �co TE Faonw rev. ITY RIGHT ELEVATION rvSTEMFFOSTHEL` FyOTIN M K L E1$F _ A-3 ON 24'z IY cancRETE SCALE. I/4' I'-O' � FaaTIHS YU KEY O g SECTION �� O SCALE. I/{ • 1'-0- ISSUED FOR CONSTRUCTION snt 5 of -t 3.WALLS ACTING AS RETAINING WALLS 5.CONCRETE BRICK SHALL CONFORM 10.ALL PLYWOOD SHALL BE APA E E GENERAL. SHALL NOT BE BAGKFILLED WITHOUT TO A5TM C55. PERFORMANCE RATED PANELS CONFORMING 5HEARWALL HOLDDOWN SCHEDULE N R BRACING UNTIL ALL SUPPORTING 501L 6.GROUT SHALL CONFORM TO THE TO THE FOLLOWING MINUMUM REQUIREMENTS: r = w 1. 5TRUGTURAL PRAW1NG5 ARE 8 SLABS ARE IN PLACE 8 AT g y •g TO BE USED WITH THE ENTIRE ADEQUATE STRENGTH. REQUIREMENTS OF A5TM G 146 8 A.FLOOR-STURD-I-FLOOR TBG,EXPOSURE I, FOUNDATION HOLDDOWNS 8 ANCHOR BOLTS: SET OF DRAWING5. SHALL HAVE A COMPRESSIVE 3/4",SPAN RATING lib". `' t Ca STRENGTH OF 3000 P51. go HDU5-5D52.5 W/SSTB24 5/8" DIAMETER ANCHOR BOLT 4.COMPACT ALL FILL UNDER FOOTINGS r B.WALL SHEATHING-EXPOSURE I, I/2", o E w 2. ALL SAFETY REGULATIONS 8 SLABS TO THE SPECIFIED DENSITY 1.VERTICAL 8 BOND BEAM SPAN RATING Ib". 5 W/CNN 5/8"COUPLER NUT BETWEEN SSTB24 8 5/8" ARE TO BE STRICTLY FOLLOWED. 8 VERIFY. REINFORCEMENT SHALL CONFORM THREADED ROD INTO HOLDDOWN. POSITION 55TB24 m r METHODS OF CONSTRUCTION 8 TO THE REQUIREMENTS OF A5TM Abl5. G. ROOF SHEATHING-EXPOSURE I,5/5" W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE c c� ERECTION OF STRUCTURAL MATERIALS STRUCTURAL STEEL 8.MORTAR SHALL CONFORM TO THE SPAN RATING Ib". POUR FOR CORRECT PLACEMENT. a cc 15 THE CONTRACTOR'S RESPONSIBILITY. REQUIREMENTS OF A5TM G 210 HOUR-5052.5 W/55TB28 1/8" DIAMETER ANCHOR BOLT s 3. THE CONTRACTOR 15 RESPONSIBLE I.DESIGN,FABRICATION 8 ERECTION AND SHALL BE TYPE M OR 5. DE516N CRITERIA SHALL BE IN ACCORDANCE WITH 8 THREADED CNN ED COUPLER NUT BETWEEN 551TIO 8 TB h FOR DISSEMINATION OF ALL 9.QUALITY ASSURANCE TE5TING 8 THREADED ROD INTO HOLDDOWN. POSITION SSTB28 S 4 REVISIONS 8 REQUIREMENTS TO THE AI5G SPECIFICATION FOR INSPECTION SHALL BE PERFORMED I. APPLICABLE BUILDING CODE W/AN(HORMATE TO FORMWORK PRIOR TO CONCRETE h THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDINGS, IN ACCORDANCE WITH THE MA55AGHU5ETT5 8TH EDITION POUR FOR CORRECT PLACEMENT. o LATEST EDITION. REQUIREMENTS OF AGI 530.1/A56E 6/58. 4.REA50NABLE CARE HAS BEEN 2. DESIGN WIND SPEED: 110 MPH HOU14-5052.5 W/5BIX50 I"DIAMETER ANCHOR BOLT TAKEN IN THE PREPARATION OF 2.STRUCTURAL SHAPES SHALL CONFORM EXPOSURE G,1=1.0,G= +/-0.18 14 W/CNN 1"COUPLER NUT BETWEEN 5BIX30 8 I" ALL DRAWINGS AND SPECIFICATIONS. TO THE FOLLOWING: FRAMING LUMBER 8 CONNECTORS THREADED ROD INTO HOLDDOWN WITH HOLDDOWN c HOWEVER THE ENGINEER DOES NOT ATTACHED TO bXb POST. POSITION 5BIX30 W/ (n rn GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS ASTM I.ALL FRAMING LUMBER SHALL BE STRUCTURAL DESIGN CRITERIA ANGHORMATE TO FORMWORK PRIOR TO CONCRETE rn 8 FOR THAT REASON IT 15 IMPERATIVE A992 GRADE 50. KILN DRIED 19%MAXIMUM MOISTURE POUR FOR CORRECT PLACEMENT. w m THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET F.4 ALL DIMENSIONS 8 DETAILS 8 MUST B.CHANNELS 8 ANGLES A5TM A36. A5 A MINIMUM THE FOLLOWING - FIRST FLOOR 40 PSF LL - VERIFY ALL CONDITIONS,DIMENSIONS, DE516N VALUES FOR 5PRUCE-PINE-FIR: 10 PSF DL _ cc 8 ELEVATIONS AT THE SITE.ALL G. H55 ROUND 8 RECTANGULAR TUBES 0--1 �- DISCREPANCIES SHALL BE BROUGHT TO A5TM A 500,GRADE B FY=46 K51. A.2X STUDS CONSTRUCTION GRADE - SECOND FLOOR 40 P5F LL 1••1 w TO THE ATTENTION OF THE ENGINEER F13=800,FV=65,FG=150 10 P5F DL CONNECTION TO CONCRETE FOUNDATION �y V 3. ALL GALVANIZING SHALL CONFORM - ATTIC/5TO. 20 PSF LL 1+1 O d 5.THE CONTRACTOR SHALL SUBMIT TO A5TM A 125. B.2X J015T5/RAFTER5 NO. I GRADE 10 PSF DL FOUNDATION SILL PLATE CONNECTION TO CONCRETE: V (n - COMPLETE SHOP DRAWINGS FOR FB=1150,FV=10 - ROOF 65L 30 PSF 5L ALL CONCRETE REINFORCING,ALL 4.:BOLTED CONNECTIONS SHALL BE WITH 10 PSF DL STRUCTURAL STEEL, 8 BOTH HIGH STRENGTH BOLTS IN ACCORDANCE G. =65T NO. I GRADE FB=800, 5/6" DIAMETER ANCHOR BOLTS O 52"O.G. ` CALCULATIONS 8 SHOP DRAWINGS WITH THE SPECIFICATION FOR FV=65,FG=615 - EXT.WALL5/STOR. 100 PLF OL 1d FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING A5TM A 325 NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" VIA. PRODUCTS 8 THEIR CONNECTORS OR A 440 BOLTS. 2.ALL FASTENING OF FRAMING, - INT.WALLS/STOR. 80 PLF OL A301 STEEL ANCHOR BOLTS W/3"X 3"X 1/4" PLATE WASHERS FOR REVIEW PRIOR TO FABRICATION. PLATES,SILLS,SHEATHING 8 W/1" MINIMUM EMBEDMENT INTO CONCRETE. - DEGKS/PORGHES 40 PSF I, 5.ANCHOR BOLTS SHALL BE A5TM A 301. OTHER WOOD MEMBERS SHALL BE IN ACCORDANCE WITH THE 10 PSF CONCRETE DETAILS SHOWN 8 MINIMUM b.WELD5 SHALL BE MADE BY OPERATORS REQUIREMENTS OF THE I. ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD MASSACHUSETTS STATE BUILDING SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 8TH EDITION. 5HEARWALL SCHEDULE FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERICAN WELDING 50GIETY. (AGI 301-89). 3.CONNECTORS SHOWN ARE AS Z� 1.WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY 51MP50N WALL TYPE SCHEDULE: 0Z 2.ALL CONCRETE SHALL HAVE A 28-DAY WITH THE AW5 01.1 CODE FOR WELDING STRONG-TIE CO. INC.SUBSTITUTIONS w 99 COMPRESSIVE STRENGTH OF 3000 PSI, IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING 15/52"PLYWOOD-(EDGES BLOCKED) BY THE ENGINEER. INSTALLATION WITH MAXIMUM I INCH AGGREGATE 8 8D COMMON OR GALVANIZED BOX NAILS MAXIMUM 6%AIR ENTRAINMENT FOR zZ {ry i OF ALL CONNECTORS SHALL BE 8.CONNECTIONS NOT DETAILED SHALL IN STRICT ACCORDANCE WITH THE @ 6"O.G.EDGES 8 12"O.G.FIELD. w 3 EXTERIOR CONCRETE EXPOSED TO BE DESIGNED FOR THE LOADS SHOWN a� THE MANUFAGTURER5 INSTRUCTIONS MOISTURE. ON THE DRAWIN65 OR FOR LOADS 8 MUST EMPLOY ALL REQUIRED 15/52" PLYWOOD-(EDGES BLOCKED) GIVEN IN THE STANDARD LOAD FASTENERS. � 8D COMMON OR GALVANIZED BOX NAILS �' d 3.ALL REINFORCING STEEL SHALL BE TABLES OF A156 FOR THE SPAN, m 3"O.G.EDGES 8 12"O.G.FIELD. m DEFORMED BARS OF NEW BILLET STEEL SECTION 8 STRENGTH SPECIFIED. $ CONFORMING TO A5TM A b15 GRADE 60. 4.ALL CONNECTORS SHALL BE 9. ELEVATIONS NOTED A5 "TOP OF STEEL" HOT DIP GALVANIZED. 15/52" PLYWOOD-(EDGES BLOCKED) 4.CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED 3 SD COMMON OR GALVANIZED BOX NAILS @ 2' O.G.EDGES 8 12"O.G. FIELD. SHALL BE AS FOLLOWS: SECTIONS. 5. INSTALL ALL CONNECTOR FASTENERS FRAMING AT ADJOINING PANEL EDGES A.3"AT CONCRETE PLACED DIRECTLY BEFORE LOADING THE JOINT. SH SL BE NOMINAL O RED.ER 8 �,p�-��OF MA`4Sq o V � 0 AGAINST EARTH. MASONRY b.SPLIT WOOD 15 NOT ACCEPTABLE FOR ANY CONNECTION. O ERIC J. c N >0 �. B.2" AT ALL OTHER LOCATIONS. NOTE: FOR PLYWOOD 5HEARWALL TYPES I,2, 8 3 g N o p I.MA50NRY CONSTRUCTION SHALL LISTED ABOVE,SD COMMON OR GALVANIZED CEDERHOLM m Q N CONFORM TO THE REQUIREMENTS 1.ALL EXP05ED FRAMING MEMBERS NAILS-(0.131 X 2 1/2")GUN NAILS MATCHING THE O STRUCTURAL m� 3 N Z 5.NO HORIZONTAL CONSTRUCTION JOINT5 OF SPECIFICATIONS FOR MASONRY SHALL BE TREATED PER AWPA NAIL DIAMETER 8 LENGTH MAY BE USED AS A u No. 38962 N `6 ARE ALLOWED,UNLESS SPECIFICALLY STRUCTURES(AGI 530.1/A50E b-88). G2/G9 CGA 0.25 8 MEMBERS IN SUBSTITUTE. tD •- SHOWN ON THE DRAWING5 OR ALLOWED STRENGTH OF MASONRY F'M=1500 P51. CONTACT WITH 501L SHALL BE o -o > IN WRITING BY THE ENGINEER. TREATED PER AWPA C23/024 / N GGA 0. . 2.VERTICAL REINFORCING OF MASONRY 60 JOB 517E FABRICATIONS �F.� �' N C,^ 6. RGIPDRCIN6 C�l4lT STANDARD WALLS SHALL BE INDICATED GUTS 8 BORES SHALL BE TREATED IN 5HEARWALL CONSTRUCTION: DNA' eAR LENSTH� HOOK ACCORDANCE WITH AWPA 5TO. M4. 07 THE DRAWINGS. ALL CORES OF �- O -4 "' "' MASONRY UNITS SHALL BE FILLED 1.ALL 5HEARWALL5 TO HAVE DOUBLE TOP PLATES - O*' .s i60 1. WITH GROUT. REINFORCING BAR 8.ALL MANUFACTURED LVL WOOD FRAMING 8 DOUBLE 2X STUDS AT EACH END OF THE WALL. M N •6 20• 16• LAPS SHALL BE 2'-b"MIN. MEMBERS SHALL HAVE THE FOLLOWING O n 24• ib• PHYSICAL PROPERTIES AS A MINIMUM: 2. FACE NAIL DOUBLE TOP PLATES W/160 NAILS @ 16"O.G. 3.HORIZONTAL JOINT REINFORCING E=19XI06P51.,FS=2800,FV=240. USE (12) - 16D NAILS AT EACH 51DE OF LAP 5PLIGE5 IN TOP job no.; Tsai . FOR MA50NRY SHALL BE EQUAL PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. date ocTomR 2ois FOUNDATIONS TO DUR-O-WALL TRU55 MANUFACTURED WITH WIRE CONFORMING TO A5TM A 82 9.ALL FLOOR JOISTS SHALL BE AS 3.NAILING FOR PERFORATED 5HEARWALL5 TO BE CONTINUED scale As NoTm I. THE ALLOWABLE PRESUMED 501E 8 COATED FOR CORROSION PROTECTION MANUFACTURERED BY BOISE CASCADE ABOVE AND BELOW ALL OPENINGS IN 5HEARWALL. drawn UMED BEARING CAPCITY IS LIMED PSF, IN ACCORDANCE WITH A5TM A 153, 8 AS 51ZED ON THE DRAWINGS. ALL WHICH IS TO BE VERIFIED IN THE FIELD GLASS B-2. ALL WIRE SHALL BE FASTENING,BEARING,BRACING 8 4.ATTACH DOUBLE 2X STUDS 8 BUILT-UP CORNER STUDS AT rev. 9 GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL BE IN STRICT ACCORDANCE 5HEARWALL EN05 W/(2) 160 NAILS @ 6"O.G. FOR ATTIC/ BEFORE CONSTRUCTION. LAP OF 6" 8 USE PREFABRIATED T'5 WITH THE MANUFACTURER'S REQUIREMENTS. SECOND FLOOR 5HEARWALL5 AND(2) 160 NAILS @ 4"O.G. rev. OR CORNER SECTIONS AT ALL STAGGERED FOR FIRST FLOOR 5HEARWALL5. 3 2.FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. TO LOWER ELEVATION THAN 5HOWN 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWN5 AT ON THE DRAWINGS IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL 5HEARWALL ENDS. S- 1 o REACH PROPER BEARING CAPGITY. CONFORM TO A5TM C 90. ISSUED FOR CONSTRUCTION sbt 4 of ? • A &ENERAL NAILIN&WMDULE-110 MPH G W NA _ m N JOINT OESGRIPTIOM N.T�ER OF NUhIDER OF NAIL SPACING m O NO COMMON NAILS OOX NALL9 O y e„T va N. O ROOF FR.4hllNO F L y BLOGKIN&TO RAFTER(TOE-NAILED) 3-6D 3-IOD eALH END .mod,. A RIM BOARD TO RAFTER(END-NAILED) t 3-I6D 5.I69 EAGN EIID WALL FRAMIN& m L TOP PLATES AT INTERSECTIONS(PALE-NAILED) 4-16D 5-1611 AT JOINTS c ` OPTION•I STW TO STUD(PAGE-NAILED) 3-I6D 3-I6D 34'OL. M Go cu HEADER SIZE O © O O O O O HEADER TO HEADER(PALE-NAILED) 169 I6D 16'O.G.ALONG E1176ES s FLOOR FRAMINO y 6 L•I'-0'TO 4'-0' N Leiw• N err rNHt�iew Nis N ATD JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-60 -!Do PER-015T N E O - G G L•411'TO 6'-0' d uiw d err rNsw N was d— BLOOKIN&TO JOIST(TOE-NAILED) 3-89 2-100 EAC•11 END O y Ip BLOCKING,TO SILL OR TOP PLATE!(TOE-NAILED) S-IOD 4-1637 EACH BLOCK N o N�M ?C MIL r) L•6'-I'TO DID- d tDrw u d err N w]e d Ab r0 O E E LEDGER STRIP TO BEAM OR&IRDER(PAGE-NAILED) 9-I6D 416D EACH JOIST L•B'-I'i0 10'-0' d urw DF.— rlRi[.M N wa d wte JOIST ON LEDSER TO BEAM(TOE-NAILED) }BD }IOD PER JOIST BAND JOIST TO JOIST BEND-NAILED) 9-I6D 4-160 PER JOISTL•10'-1'TO 16'-0' dens rNen ws N Aa d Aa BAND JOIST TO 9U1 OR TOP'PLATE Il'OE-NAILED) 3-I6D }I6D PER FOOT E A A ROOF SNEATHIN& IC , v J •y OPTION e2 WOOD 5TRUGTURAL PANELS VM W HEADER 51ZE O O O O O O O -RAFTERS OR TRUSSES SPACED UP TO Ib'Or— BD IOD 6'EDGE/O'FIELD ^ — -RAFTERS OR TRVI SPACED OVER SPAC OVER 16'OL. DO IOD 4-ED&E/4•FIELD L•I'-0'TO 4'-0' eo Rw�iu.e N we N wD ?�[ALHArn.o -&ABLE ENDWALL RAKE OR RAKE TRUSS W/O&ABLE OVERMAN& DD IOD 6'EDGE/6'FIELD L•411'TO 6'-0' Rw N wa d wA -&ABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OVTLOOKCRS BD IOD 6'ED&e/6-FIELD y� w F F r�rn •o.v n Nm nm fp em u -&ABLE ENDWALL RAKE OR RAKE TF71W rV LOOKOUT BLOCKS BD IOD 4'ED&E/4'FIELD W O V ^��r Nb9v �toty) �N L•6'-I'TO D'-O' rbt N.w N w» d w» GEILIN&91�ATHIN6 &YP'R M WALLBOARD SO COOLERS - T EDGE/10'FIELD L•B'-I'TO 10'-0' H NRN� Nwa dAa WALL SHEATHING w V N B B L•10'-I'TO 10'-0' N A]e d AA WOOD STRUCTURAL PANELS' L f0 -SNDS SPADED UP TO 34'O.L. BD IOD b EDGE/13'FIELD -1/3'AND 35/53'FIBERBOARD PANELS •r aawe m res erioe wr ewu ea a�.ewvoa BD 9'EDGE/b'FIELD 2.=• D D °maw "`" °1'm"n`"T' r o�luuio eqs rare erwv rnr -U3'&YPJM WALLBOARD 50 COOLERS - T•EDGE/10'FIELD w rn.�.ow..w.ww oaon rw•.m.r aar.o nn.•.•we ro.or r r..row Tuam. FLOOR SHEATH]N& I, WOOD STRUCTURAL PANELS I'OR LE55 BD IOD 6'EDGE/13'FIELD -GREATER THAN I- IOD I60 6-e06E/6'FIELD �W O FRAMING to WINDOW AND DOOR OPENINGS a NOT TO SCALE OZ Z N — W gi 0gN oW Z a �' Z_ 323 ,R V U INZ O O IN 7 W CT v ROOF SHEATHING LSTA STRAP® 16.O.G. (PER 65N) E06E NAILING N N ROOF SHEATHING - 2X BLOCKING BETWEEN 1,�P�•�H OF Mgssq U N RAFTERS(NOTCH FOR As a) L� C 'ca J. VENTILATION IF REQUIRED. O ERIC G U `'r (7)- IOD NAILS REFER TO ARCHITECTURAL Na N toQ EACH END PLANS FOR MORE INFO) CEDERHOLM m ._. N N Q O STRUCTURAL --4 O No. 38962 °' o d N f0 U +++++++ f + F+++� `e �\ "NEE +��;b o (�� (n O � ROOF RAFTER PER PLAN. -0 O N SEE ALTERNATE (REFER TO ARCHITECTURAL H2.5A(INSTALL PRIOR TO f0 U+� PLANS FOR RAFTER DIMS. BLOCKING AND PLYWOOD 0 ROOF RAFTER PER PLAN AND EAVE DETAILING,) SHEATHING)ALTERNATE: H2A job no.: 1531 date T OC•TOBER 3o15 ALTERNATE. ATTACH OPPOSING RAFTERS DOUBLE 2X TOP PLATE scale As NOTED BELOW RIDGE BEAM OR RIDGE BOARD W/ 2X4 COLLAR TIE AS SHOWN.RIDGE STRAPS drawn: •e•W NOT REQUIRED WHEN USING A COLLAR TIE. BEAM (IF SHOWN ON PLAN) rev. rev. g 2 5TRUGTURAL RIDGE BEAM 3 RAFTER TO TOP PLATE S- 1 . 1 In O NOT TO 5GALE NOT TO SCALE ■ n O ``o ISSUED FOR CONSTRUCTION snt 5 Of 7 MOOO aouwLs•All.PSL STWTVRAL NOTES p C AT OOI.CA M 14a" -ALL WINDOW F EXTERIOR OQ1n c W Ix4 GAP TO S AM-134 C 1EADHL4 r0 (S)O%Ds W V]' ` BASE TO BEAM.ECLO,LL03{SOS15 RTMOOD;W c2J JACX 1 FL QN6 STW5 10 +d-. EASE TO FOH•ABM4 GALE%NOTED 0T1EFW5PJ m C LO WA FLOOR J2575 TO BE 2%64 in .0 AT TRIBE MEMBERS •16.OL.W 2.10 RIM J115T AF L th -� 4% CAP ELCO•GL06-4W52.5Ch BAY TO BEAM•BCCO,OCOD-1505" MLLE95 NOTED OnH0V5G y @ BASE TO FOH•A8116 .ALL POSTS•am OP LAMS TO BE 'c t FJl 2x4 POSTS IN 2%4 AALLB ALL MOOD-Y1011D JOIRfs 5KALL HAVE NO�IM FETAL CONNECTORS h'+ Z -ALL STEEL COlLMS-EE N•S K AR •ALL S IM S 2Yh V LL 70 Be PRATED AS OYO F/Al1 4M O <6 'MLE"B NOTED OnEWVSEI MeuL STRAPS s ALL vAL1ET9 to DA _BLO"LIZER ALL KkLLS OR m DEL.PI.R JOISTS UlmER ALL NALL9 ` s MERE APPLK.ABI.E tqp -BLOCK ALL SEAR616 MALLS ABOVE Va E i 4'4 AT Mm-IEWIT 0 -PROVIDE HA 0 AT ALL FLUSH o ++ N6 FRAMED COWELTWNS F AT ALL tL] POST CAPS r BASES m C •EgTER IOR" TIUN6 SEWIED WTH So U NMLS 6'AT EWE r 10'AT FMLD -SHEAR WALLS WTH,A6'SHEATNINS ON BOTH SIDES.w W NAILS SPAGED 61 AT EWE r 12'Ar FIELD Q-F10.1D POST J)" R-MOOD POST W Alm DOF61 X-MOOD POST W Y FBI Gl W C I I I I I I I I I I LOAD BEAR6Ya MALLS H - SIEAR MAL.L9 , ea Ex.N 296 SILL m(I)Ox6 ELL ____r W IH ~ L TOILET LIST AS NE(SPACE Jo5T5 AEDm w FOR PILI•ElINS GJ:ARANCFJ � _,,,p `T P.T. xlO lFObt:R 2 cc l'l�Pt 1 _____________________________________________ 0*0 __ _______________________________________ _ _ ' I I _ I __ _____________________________________ __ APPZ�T1O. _ ----------------------------------------- - -- _______________________________ ___ o -------I------- ', ________________________________________ ___ 9 NOTCH INTO __________ PLATE______________ _ _ �1� `, `, `, `. `, '` �? _-X8`vT9_(K•ILAll______ � i l6.OL. `. 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A-0 A-P'1007 POST W MID 0" W � � X (5)4 V4' VL IEAOHi (5)9 W.LVL IEADER f91 R V4'L NEAl OR -YIOOD fGST W LOAD BARN.KILLS H — >� --- --- ---T _ 4---4--- ---4--- ---T --- ------ -------- {� O --------------------- --------------------- I, rA I -----f` • m ac � - -........:----a-a-=-=-=-=--_-1'---------- cc are RL. a6Rama65ER5_ �o` ' ----------- lRAazC------'- azw RAFiE6= NAUP TO RAPTES -------------------------------- -i -- y, - ------------------------ eeeec=eccee�----- NA6E0 TO RAFTERSI'; --- s_�------------------- -------------- - ' G-- -PNkIItG1�9_TR6----- '--------Yl9sIRfi13�P]EF9_, _ - SIPPeoN NasA • TIE T____________-------- -_ _ -----5=--==----------- ----- --�------ ---- ---- ' 1 __ ___ r cc _____ AT EAlM RAPIER _-------- , -------- --I 9� ------- 5R4-9LN NASA TIE -- AT EACH RAPIER rr --- --- -------- - ------- ---- ZV O / 1' cW x/ are KC.ovTR166eRs ":fb x W NA6EP TO RAPIERS O K - T(75T Z W s� 'T %r , / ' — Ix (K S I� ` W,y , 'S• M �I �'W 5' .t■ , , , W :h 1'b __ _____ r - s y;/ -a r 1 i• I� ; " E9 `,AT EAfA1 RAFTER`, r, Ai, ______ ❑ _ _} Y H N I' l , ��p. Iv L�yyu �yEp E • '.', `� ' �11/ ' , \ , ` , , ° ° ` . `, I db�___{_ -_______'______/ wlLmon�O FRA1E.7)GN ,�_______________ _ _-_;!__' 1 r ppansstt POuw iK, ^ I I �, AT �''I ,'%% � `p•t �+ , �;, \ ,�`� r �;:. _ eeeT�__:' �AI$.E59� .emsnna � I � ,/ ;.� ,,'•', t � N+• f: 1 \' U .I , ° „ `fT I i`',i, / ,�� C C c c I (Q Y L— „ �n I �g„' 2 C � �Q m rn `C `P IIk,� �A N rn "L r 1��6( P ".. �i N P (6 C r Ncu •.1� � y� -- -- / .-coil' ,p f0 LL ': = .-s':' \, _Wv ;" is, •,'J_ o_`6t_`,/ _ /S - a) O v— ,_� • OF .•�o`J ,,- r?,♦ 'tffr,.%, ,,,`i r\" N"J,`• - /`:' ,-/5 `_,S,y ,(p, \ L _ � r� ERIC J. job no.: 1321 CEDERHOLM M / _{ \ date T Of TOB-R 2015 O STRUCTURAL -i a'tb OvrR166M V NO. 38962 c scale AS NOTM NAU=TO RAFTED drawn: aW rev. ROOF F R A M I NG PLAN - F /ONA rev. SCALE. 1/4' • 1-0• o S-3 o ISSUED FOR CONSTRUCTION snt ? of ? FLOOD ZONE REQUIREMENTS FORmAT10N 6ENBtAL MOIEn _ E 0 p A U -ROD O ZONE AS(ME ION VAT W .• _ - -••1 ' -FLLL M76Nr GOW.AwrE wRLS TO BE ' o f° -PROPOSED TOP OF NOVSE FO ATXJN AT ELEVATION 110 0111 Ul•1 , 10 MICIC pl lf'LD]'COFTnMAtb COTLGrtETE e.l FOOr016 w XM;PRovme Z ROIe W 5 . . -PROPPED TOP Q PIRT i1OOR 519F100R AT ELEVATION Ill'BYi 1/47 FASTRLS 05'-II•./•) E%ISTKS(BEY./-) 9R DESIGN CRITERIA.ISO CMR-SEO S7.2•ROOD RESISTANr COFeTl=TTON .. ASOVAtsOSNOFOPB"PBtISWA13 POW OFFLOMARM rR tTOxcT06FOR1W1 H6MP31 v0 -CRARI SPACE FLOOR AREA•T SP.EACH(TT sa INCHES WOD),OPIDOW FRDVM•200 Sa OG1E4 EO. ea. .• • Ed STEEL FROM AVIRCOR B B SILL TO BE(0 P.T.2yhB w'i'4.MIX fw N -2 SEPARATE MALLS TO NAVE I FLOW VENT Pat MALL BY'BMW VENT G TOrAL)MODEL F840310 9TE�ANC1gR B0.T9°9Y OL.M01 AND � (]VENF!TOTAL AT.SO.SL EACH•f00 SO.Vl FIOOD OPBRN6 PROVIDED). - c m L GRIfEAIA-TDO CM-5373271. BE FAST BOLTS S'XS4ALL EIGA PLATE PB ALL PLATS AI® V MESION Ib m •TWUM SWLL BE A M OF 1 BOLTS S ��" MIASME)tW SR ON IRiiat SBL p, L J ft/�J -BASEMENT SLABS TO BE 4-60145IMTE IS°00 PSU 2 2 w FOR B6X6AR UM OVER FIRE FE9M ON 6 D G M m lc VAPOR FNRRIER OVEN b'16T.GRAOEO GRAVEL — LOFPALTm TO 954 MAX DRY OB6fTT l •OM M T E E 461A'M 6RFLT-'A rEJX s . � (REFER TO ELEVATIONS FOR GRILLE PATT9O6) m - E ` \ 1 O Y TOP OF MALL TO 4 I(Y G(� TOP OF MALL TO BE 9 Ul' ti p BBOR E%.Iq££ BELLN PJ(. mm rALL OONN 34 COIO.OS�L WAMTTE so U ppnNy yp7N �\ —----------------------- •- ------------ --------- ----------------- - -' - (7!.f✓ I;TOP wIr .-. r':•: nl 2X6 P.T.SN1 w 6'b'X2•:. ..... I BOLTS.S OO.F 12Wr _ _PE ' CRAM d MY, MIX Tsr.T 9P. F FRROM O BOBOTTOMOM OF T OF FOiON1B _ Y COIIC.P'ST COVER•--� Y TANG.DIeT CODER I FB-04 PORTION OF EK W"MAU F FOOTM .O'04.VHtT. sB•uR SO. PwROE,EXYrT oar i RMW TO '~ •�• MALL E FOOTI116 :•+� U 4X4 P.T.POST M TUBE �r W VIA. Br . a rI U FOMMS C,•+.� QN . oyD . t� MEM MAtI.9(QI P.T. \ O%I PLAIE).E05E OP S � TF.Ia STAIR OPEMNB \e �___ __ G 1651'%4'x V4'POST , W 30' 10'PT6. (91 7 UP LK:xW : i (9)T v4•LVL EIMARS EA —BEAM I _. �` BASEMENT B20 {'LA S TALIRN ON LOCK l Emit 14DI \ ''T._ 90'X 90'%10'GONC. OEM S NEEDED NE`I ✓ :. _ _ Y'� FOOTINb(TYP) TOP OF MALL•eIy VAEAP BEAM AS Ism \ 4 4'LALLY q ON TO BE 6•MIX ABOVE 6RAOE -y, 1• 'y - -,F EX FEAM-0———E% —_g—— EX.CAM — EX WMI ——o——— EX BEAN —— 97%90' CONC. bye DA FOarM(rYPJ d�' P EX LALLY COLtRa AAA ✓ td , A ,• _ I,''-- ---t� ' Y .� •:/ \ �' mS�YF$8c ✓ vN ✓✓ UA„� ,�• \ ' --- T•IA pI 9`°a- Iur ��'�tv QB�� •S S� 9 � 6 b•d `' 4•LALLY 4•LJd.Lr COLlR4l �,'I a- .4s-1<.�•'/ •�. ON 3'-0'%Y4'%Il� / - VERIFY EX.FOOTIMS Rt =e3o`j S % ✓' CONC.PoorlW \ S' /. RERACE AM TYPICAL Fr6. FO, \ $�.te`�-' �gBBBfffa"' N - HBO 4'ON90'%9O> PRb. coL$( (4)y BAR EA // 2 _ 1.2 ` , , DRILL PS REBAR 4 SRO .q,,, -T• `� SLAB ON GRAPE E%.FAIND.MALL 1 FOOTIIk! MYUT 6%6 N.1 X NA •12'Of.Vm.F SEORE 4' (r0.LEV$w Ex15T. w EPDXY 6ROVr: a) a\ A\� BASEMENT SLAW FRO.rsT O'MX +L... �{/ MALL 1 F W (D j u cC 2 < a N SMOKE DETECTORS REVIEWED 3 N o a1 cu w 92 xU AtlRMBO8ETO'T1 ` ,V 'F"°" S BARNS ABLE BUILDING DEPT. DATE /�� 0 TTPICI�MIX&BOL75 PHt SILL CO /R y/•` Cd MAINTAIN 1'C MR \V CLL . COS aFFov°INs "OF MgSs O N T FIRE DEPARTMENT DATE MO BOTH SIGNATURES ARE REQUIRED FOR PERMITTING � CE ERIC J. N DERHOLM rNiT Lob no.: IBlI O STRUCTURAL 4 V y date IT OC.TOBER 2014 ^ No. 38962 CARBON MONOXIDE ALARM drawn • ,� D _ FOUNDATI ON PLAN MUST BE INSTAL draw SCALE, 1/4' . 1'•0• •• MASSACHUSEMMLM O rev. -. - rev. A- 1 ISSUED FOR PERMIT sht I of 13 s Ep_ .. WALL DEMO LEGEND 68ERAL PLAN NOTES c $ $ 4l ALL EXLM mT -II'•/.) msT 01D(8'•11'.N .__________. M �TO - NM TO�Dtl9 tl' J IERDw Vtl IB' o .�? -ALL dr.MLL9 TO BE]X19 tl' U exsTm rALL9 To of_Ar6Le NOTED OT1611V:� L� y Ea EQ. Ea ea. RBWN U cn ===I N9'1 mis -HALLS r FoUMT DOORS TD BE 296S frTPWftA.LMM6 LLDMD DEMO NOTES L' _ rmo.'M6 Alp MD04 DOOM TO IN w TB1A'ARLMIBLi-�fRaOt 7b v o 2 x R x x R a EOWR 474W Y016AM�PAS 6EVATWe FOR GRRLE PATIERM� ,R .0 L Q TO!£f OR RED AND PAS Y10T A9 M h y j !� • I�Om Qt f✓13LALED A9 NOI®. ,RD.l TO m AWYE19 Mil IVIDCP , S Y Y RD.1@IWO9 ABOVE 9BR.ODR Y BfIRY,POTER.IEr O DOOR To BE m C oe C K of C sDR,aL TUNnrl�r COLLECTION s m E •ALL EXT.PALL 9NPAilDtl AT mxE G 1 O'ATAT FAD °'PAL®9'AT®dE o N i • _6 I GEN„ToT ti f�9�OLV 1 o° eoeTALv m x p r'° '' g C a ------- Mum 1 �•,g1• g 24W4x9u94 W Nye � H v Op �1 cc + DEN --B_-r�on� U RO. 9/4 X 9d1 9/4 ---_--- Q)a I 1 ...• i- KITCHEN tir ,w/I U RO,DU 9/4 X 9.41514 OK Y 4 EQ .. DECK apt. L/ET BAR ` TO 171 7 - °§sX ro rm � 1 PANRtY � pp , tld ,OO � �V\Jj '��L ,`•`� HALLS EX.LIVING EX.DINING IT EF _STOR. 'LI° b q F\j 17/ 'ro a.�es✓vDDOrtseye -- ------ . .^`,,1\ 5 5T1 EX0As OIo _____ ___i sTORABE VD y `y V„�Fn=�-•Y ♦! - Yl-0 rtEBAID A9 �. 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REFOR TO MrVATtOMS FOR ADCOM RO wmm ABOVE 9619FLOOR ALL M.HALL SHEATMOM,FASTMW FM OD MAILS SFA60D!'AT BOSE 4 E Cr AT Fl" ---- ------------------------------------- ------ -------------X:/\-----------------------------------------: "Jtq U) a) ----- ------------------------------------------------------------------------------------- -------------------- ---- ----------- ----------- ----------------------- A MM x x if if if' a) cc wy ------------- -7 THE BATH 4 6" z ^!S- Tu BEDROOM& BEDROOM 5 ME CUT ow ExsW --- — ------ BOSE OF FLAT/ vgWahtimm EDGE OF FLOOR FOR PEP SLOPED CeILMS SLOPED CW4/,- --- 01p�O TREAD Qi-• -------------- ---- -3 ,a 1p REMOVE LAMPM WX UPPER a TOP OF STAM mt HALL :S 00 IS- % O MOTE LEVEL OF MEN 20 w C: c = c % FLOM TO BE 2 MSERS m ECLOA EAST.20 FLOOR C % Po I 0 u N3N0 0 EL c 1111 PA J'a JgA ISA 0 0 0 m (Y)(0 0 lei I sa ItA OF 414, job no.: 1921 date 11 OCTOBM 2014 ERIC J. scale AS moTm Z CEDERHOLM drawn SECOND FLOOR PLAN STRUCTURAL rev. SOAL.E. 1/4' • 10' No. 38962 co rev. N -3 o A ISSUED FOR PERMIT snt 3 Of 13 E E rmar _ D E F o d N � U RON V•ISSITIT CAP U fn N Ld (O 05TOM ORvED P.T.RED GWAR ROOF �A - pR` 2 LES 0.Ka I P.T.RED CEDM ROOF v L r c U IS SKDOLES ON FB6RArE Cu .. •A ® M OI �' MTER D A n 6 w A m s THE D P9wKs�lB OWN ICE�� _ m ,. MTER lE/4RA18 AUK 6VrnR ON C �+ FIG.SNOtl1ES Ot FASGIA THE TO MTCII Lxenm 0 p U IXUAS COFGEfE0AFm9 TO MTLR EXISTING fi=1 HEM ALLK WrIHI ON 0 LN FASGIA THL 17•A FIC.S TH MTO L TO TGN E D AST. C STANDgtlEBVI— MET& G'AN 1110I 1 FETAL ROOF —� -7 1@fAL ROOF :OP OF FlM. 1WV�IM9NU�V OL_ - Bt3•JI IR_� U V/ tl1 OW10"TM VELORATVE W i ______i ORA600M BRACKETS ® G7❑ F cc 4 ...... afl o TOP OF Fib TOP 6 F01.FLR. 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SECTION SCALE, 1/a• • 1'-O' OEAVE AT EYEBROW WINDOW A-7 I gSCALE,1'0 1'-O• `o ISSUED FOR PERMIT ant 1 of 19 GENERAL 3.WALLS ACTING AS RETAINING WALLS 5.CONCRETE BRICK HALL CONFORM 10.ALL PLYWOOD SHALL BE APA HEARWALL HOLDDON SCHEDULE o S SHALL NOT BE BAGKFILLED WITHOUT TO ASTM 055. PERFORMANCE RATED PANELS CONFORMING BRACING UNTIL ALL SUPPORTING SOIL TO THE FOLLOWING MINUMUM REQUIREMENTS: I.STRUCTURAL DRAWINGS ARE 8 SLABS ARE IN PLACE d AT b.GROUT SHALL CONFORM TO THE = TO BE USED WITH THE ENTIRE ADEQUATE STRENGTH. REQUIREMENTS OF ASTM C 14b d A.FLOOR-STURD-I-FLOOR T$6,EXPOSURE I, FOUNDATION HOLDDOWNS 8 ANCHOR BOLTS: o � SET OF DRAWINGS. HALL HAVE A COMPRESSIVE 3/4",SPAN RATING Ib". '~ 5 N STRENGTH OF 3000 P51. w na 4.COMPACT ALL FILL UNDER FOOTINGS HDUS-5D52.5 W/55TB24 5/5" DIAMETER ANCHOR BOLT B.WALL HEATHING-EXPOSURE I, 1/2", o m 2.ALL SAFETY REGULATIONS d SLABS TO THE SPECIFIED DENSITY 1.VERTICAL d BOND BEAM SPAN RATING I6". 5 W/CNN 5/8"COUPLER NUT BETEEN SSTB24 d 5/8" ARE TO BE STRICTLY FOLLOED. d VERIFY. REINFORCEMENT SHALL CONFORM THREADED ROD INTO HOLDDOWN. POSITION 55T524 Q METHODS OF CONSTRUCTION d TO THE REQUIREMENTS OF ASTM A615. G.ROOF SHEATHING-EXPOSURE I,5/8", W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE N ERECTION OF STRUCTURAL MATERIALS STRUCTURAL STEEL SPAN RATING I6". POUR FOR CORRECT PLACEMENT. « o cc 15 THE CONTRACTOR'S RESPONSIBILITY. 8.MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM 0 210 HDUB-5052.5 W/55T628 1/8" DIAMETER ANCHOR BOLT s 3.THE CONTRACTOR 15 RESPONSIBLE I.DESIGN,FABRICATION d ERECTION AND HALL BE TYPE M OR 5. DESIGN CRITERIA gO W/GNW 1/8"COUPLER NUT BETEEN 55T828 d 1/8" y E FOR DISSEMINATION OF ALL SHALL BE IN ACCORDANCE WITH q.QUALITY ASSURANCE TESTING 8 THREADED ROD INTO HOLDDOWN. POSITION 55TB28 - REVISIONS 8 REQUIREMENTS TO THE AISG SPECIFICATION FOR INSPECTION SHALL BE PERFORMED I. APPLICABLE BUILDING CODE W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. IN ACCORDANCE WITH THE MASSACHUSETTS 8TH EDITION POUR FOR CORRECT PLACEMENT. 8 REQUIREMENTS OF AGI 530.1/A5CE b/88. 4.REASONABLE CARE HAS BEEN 2.DESIGN WIND SPEED: 110 MPH HDU14-5D52.5 W/5BIX50 I" DIAMETER ANCHOR BOLT TAKEN IN THE PREPARATION OF 2.STRUCTURAL SHAPES SHALL CONFORM EXPOSURE G, 1=1.0,G= +/-O.IS i4 NU GNW I" COUPLER NUT BETEEN 5BIX30 d I" ALL DRAWINGS AND SPECIFICATIONS. TO THE FOLLOWING: FRAMING LUMBER d CONNECTORS THREADED ROD INTO HOLDDOWN WITH HOLDDOWN HOWEVER THE ENGINEER DOES NOT ATTACHED TO bXb POST. POSITION 5BIX30 VV GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS ASTM I.ALL FRAMING LUMBER SHALL BE STRUCTURAL DESIGN CRITERIA ANGHORMATE TO FORMWORK PRIOR TO CONCRETE U N 4 FOR THAT REASON IT 15 IMPERATIVE Agg2 GRADE 50. KILN DRIED Iq%MAXIMUM MOISTURE POUR FOR CORRECT PLACEMENT. w THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET E-1 ALL DIMENSIONS 8 DETAILS d MUST B.CHANNELS d ANGLES ASTM A36. AS A MINIMUM THE FOLLOWING - FIRST FLOOR 40 P5F LL - VERIFY ALL CONDITIONS,DIMENSIONS, G. H55 ROUND 8 RECTANGULAR TUBES DESIGN VALUES FOR SPRUCE-PINE-FIR: 10 P5F DL cu d ELEVATIONS AT THE SITE.ALL DISCREPANCIES SHALL BE BROUGHT TO ASTM A 500,GRADE B FY=46 K51. A.2X STUDS CONSTRUCTION GRADE - SECOND FLOOR 40 PSF LL M�1 V TO THE ATTENTION OF THE ENGINEER FB=800,FV=65,FG 10 P5F DL CONNECTION TO CONCRETE FOUNDATION=150 � U 3. ALL GALVANIZING HALL CONFORM - ATTIC/STO. 20 PSF LL 0 5.THE CONTRACTOR HALL SUBMIT TO ASTM A 123. B.2X J015T5/RAFTER5 NO. I GRADE 10 PSF OL FOUNDATION SILL PLATE CONNECTION TO CONCRETE: - COMPLETE SHOP DRAWINGS FOR FB=1150,FV=10 - ROOF 65L 30 PSF 5L aj ALL CONCRETE REINFORCING,ALL 4.BOLTED GONNEGTION5,5HALL BE WITH G.POST NO. I GRADE FB=800, 10 PSF DL 5/8" DIAMETER ANCHOR BOLTS® 32"O.G. STRUCTURAL STEEL, d BOTH HIGH STRENGTH BOLTS IWAGGORDANCE FV=65,FG=615 CALCULATIONS d SHOP DRAWINGS WITH THE SPECIFICATION FOR - EXT.WALLS/STOR. 100 PLF DL FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING ASTM A 325 NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8"DIA. PRODUCTS d THEIR CONNECTORS OR A 4qO BOLTS. 2.ALL FASTENING OF FRAMING, - INT.WALLS/STOR. 80 PLF OL A301 STEEL ANCHOR BOLTS W/3" X 3"X 1/4"PLATE WA5HER5 FOR REVIEW PRIOR TO FABRICATION. PLATES,SILLS,SHEATHING d W/1" MINIMUM EMBEDMENT INTO CONCRETE. OTHER WOOD MEMBERS HALL - DEGKS/PORGHES 40 P5F 11 5. ANCHOR BOLTS HALL BE ASTM A 301. BE IN ACCORDANCE WITH THE 10 P5F CONCRETE DETAILS HOWN d MINIMUM b.ELDS SHALL BE MADE BY OPERATORS REQUIREMENTS OF THE I.ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD MA55ACHU5ETT5 STATE BUILDING HALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 8TH EDITION. SHEARWALL SCHEDULE FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERICAN ELDING SOCIETY. (AGI 301-8q). 3.CONNECTORS SHOWN ARE A5 WALL TYPE SCHEDULE: r f 1.ELDING SHALL BE IN ACCORDANCE MANUFACTURED BY SIMPSON 2. ALL CONCRETE SHALL HAVE A 28-DAY WITH THE AW5 01.1 CODE FOR ELDING STRONG-TIE CO. INC.SUBSTITUTIONS IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING q COMPRESSIVE STRENGTH OF 3000 P51, ISM" PLYWOOD- (EDGES BLOCKED) a j WITH MAXIMUM I INCH AGGREGATE d BY THE ENGINEER. INSTALLATION Z SD COMMON OR GALVANIZED BOX NAILS a OF ALL CONNECTORS HALL BE MAXIMUM 6%AIR ENTRAINMENT FOR 8.GONNEGTIONS NOT DETAILED SHALL @ b" O.G.EDGES d 12"O.G. FIELD. Q a EXTERIOR CONCRETE EXPOSED TO IN STRICT ACCORDANCE WITH THEW_ $ a BE DESIGNED FOR THE LOADS SHOWN THE MANUFACTURERS INSTRUCTIONS $ g MOISTURE. ON THE DRAWINGS OR FOR LOADS d MUST EMPLOY ALL REQUIRED 15/52" PLYWOOD-(EDGES BLOCKED) s GIVEN IN THE STANDARD LOAD FASTENERS. 8D COMMON OR GALVANIZED BOX NAILS 3.ALL REINFORCING STEEL HALL BE TABLES OF AISG FOR THE SPAN, @ 3"O.G.EDGES d 12"O.G. FIELD. r y DEFORMED BARS OF NEW BILLET STEEL SECTION d STRENGTH SPECIFIED. 4.ALL CONNECTORS SHALL BE �r CONFORMING TO ASTM A 615 GRADE 60. HOT DIP GALVANIZED. 15/52"PLYWOOD-(EDGES BLOCKED) q. ELEVATIONS NOTED AS "TOP OF STEEL" 3 8D COMMON OR GALVANIZED BOX NAILS 4.CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED m 2"O.G.EDGES d 12"O.G.FIELD. 5. INSTALL ALL CONNECTOR FASTENERS N i HALL BE AS FOLLOWS: SECTIONS. FRAMING AT ADJOINING PANEL EDGES y +� BEFORE LOADING THE JOINT. HALL BE 3" NOMINAL OR WIDER d A.3"AT CONCRETE PLACED DIRECTLY NAILS SHALL BE STAGGERED. o V N AGAINST EARTH. MA50NRY b.SPLIT WOOD 15 NOT ACCEPTABLE C cn B.2" AT ALL OTHER LOCATIONS. FOR ANY CONNECTION. NOTE: FOR PLYWOOD SHEARWALL TYPES I,2, d 3 0 U N I. MA50NRY CONSTRUCTION SHALL LISTED ABOVE,8D COMMON OR GALVANIZED Q N Z CONFORM TO THE REQUIREMENTS 1.ALL EXP05ED FRAMING MEMBERS NAILS-(0.131 X 2 1/2")GUN NAILS MATCHING THE (n 3 to 5. NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY SHALL BE TREATED PER AWPA NAIL DIAMETER 8 LENGTH MAY BE USED AS A SON OARE N THE DRAW NG5 ORFALLO ED STRENGTLY HEOF MA50NRY ACI A ME 1500 P51. CONTACT WITH 501LMSHALL MEMBERS SUBSTITUTE. �P�ZN OF lygss N � IN WRITING BY THE ENGINEER. TREATED PER AWPA G23/C24 9p LL (Q U 2.VERTICAL REINFORCING OF MASONRY GGA 0.60.JOB 51TE FABRICATIONS 0 •(�- rn C i GUTS d BORES SHALL BE TREATED IN SHEARWALL CONSTRUCTION: ERIC J. o 6. nei�i� e�. 9rreo WALLS SHALL BE AS INDICATED ON HOOK ACCORDANCE WITH AWPA STD. M4. z CEDERHOLM m _ cu THE DRAWINGS. ALL GORES OF O STRUCTURAL •4 "' "' MA50NRY UNITS SHALL BE FILLED I.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES v O N .s e WITH GROUT. REINFORCING BAR 8.ALL MANUFACTURED LVL WOOD FRAMING No. 38962 d DOUBLE 2X STUDS AT EACH END OF THE WALL. y m (M ., ,o• „• LAPS SHALL BE 2'-6"MIN. MEMBERS SHALL HAVE THE FOLLOWING .o O 1 14• ie• PHYSICAL PROPERTIES AS A MINIMUM: 2.FACE NAIL DOUBLE TOP PLATES W/ 160 NAILS @ Ib"O.G. 3.HORIZONTAL JOINT REINFORCING E=IgXIO6P51 FB=2800,FV=240. USE (12) - 160 NAILS AT EACH SIDE OF LAP SPLICES IN TOP cc�q �- job no.: 1e21 . ., FOR MA50NRY SHALL BE EQUAL PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. '- date nocrae�x 304 FOUNDATIONS NI DUR-O-WALL TRU55 MO AST TERED 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED scale : nsroreo WITH WIRE CONFORMING IO ASTM E TI q. ALL FLOOR JOISTS SHALL BE AS ABOVE AND BELOW ALL OPENINGS IN HEARWALL. I. THE ALLOWABLE PRESUMED SOIL 8 COATED FOR CORROSION PROTECTION MANUFAGTURERED BY BOISE CASCADE drawn: bw BEARING GAPCITY I5 3000 PSF, IN ACCORDANCE WITH ASTM A 153, 8 AS SIZED ON THE DRAWINGS. ALL CLASS 5-2. ALL WIRE SHALL BE FASTENING,BEARING BRACING 8 4.ATTACH DOUBLE 2X STUDS d BUILT-UP CORNER STUDS AT rev. , WHICH 15 TO BE VERIFIED IN THE FIELD q GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL BE IN STRICT ACCORDANCE SHEARWALL ENDS W/(2) 160 NAILS @ 6"O.G.FOR ATTIC/ BEFORE CONSTRUCTION. LAP OF 6" d USE PREFABRIATED T'S WITH THE MANUFACTURER'S REQUIREMENTS. SECOND FLOOR SHEARWALLS AND(2) 160 NAILS® 4" O.G. rev. OR CORNER SECTIONS AT ALL STAGGERED FOR FIRST FLOOR SHEARWALLS. 8 2. FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. TO LONER ELEVATION THAN SHOWN 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT c ON THE DRAWINGS IF REQUIRED TO 4.CONCRETE MA50NRY UNITS SHALL HEARWALL ENDS. S- 1 o REACH PROPER BEARING GAPCITY. CONFORM TO ASTM G q0. ISSUED FOR PERMIT sht 6 of I9 ' o $ U n y ca 6ENERAL N/JLIN6 SCHEDULE-110 MPH C jp W U JOINT DESCRIPTION I OF Cu ON 1 iu NAIL SPACING ae y 3 o N J ROOF FRAMING L N 9LOCKINS TO RAFTER(TOe-NAILED) 2-DD 2-IOD EACH END RIM BOARD TO RAFTER(END-NAILED) 2-169 9.161; eAGH END V N TO a) WALL FRAMING v @I L TOP PLATES AT IN7EfT9B4TIONS(PAGE-NAILEDI 4169 9-I60 AT JOINTS C ` OPTION•i STUD TO 9TlD(PACE-NAILED) 2-I6D 2-1617 24'O.G. HEADER SIZE O O GO OD O O O HEADER TO HEADER(PALe-NAILED) 160 16D 16-O.G.ALONS EDGES FLOOR FRAMING s 6 L•I'-0'TO 4'-0' N Leiw, N W rNew� N wm N Am N">T4I,OortgH N } � a��t�Dno J019T SO SILL..TOP PLATE OR GIRDER ROE-NAILED) 48D 410D PER JOIST G G L.4'-1'TO 6'-0' d der. rN[w�iab N eLOGKIN4 TO JOIST fTOE-NAIL®) 2-6D 2-100 PXM END O ~ NewW T"N ero cn ergwpeD IMM BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 9-IOD 416D EACH BLOCK a O N oy rA lwLM wMf pI1D N A30 d A'D L•6'-I'TO O'-0' d Leiw u den• rew Ime �MR V9 L.EDGER STRIP TO SEAM 0R GIRDER(FACE-NAILED) co }I6D 416D EACH JOIST E E L•8'-i'TO 10'-0' d u'*w o d ene sNea we Nis d wTJ _ JOIST ON LE06ER TO BEAM(TOE-NAILED) 9.60 9-IOD PER.YJIST BAND JOIST TO JOIST(BID-NAILED) 9-I612 4t6D FER JOIST ��as Awn L.10--l'TO W-0' d mm dens rNtll�Reu N w]e d wee C BAND JOIST TO 9LLL OR TOP PLATE(TOE-NAILED) 2-16D 9.16D PER POOP A A ROOF SHEATHING OPTION 02 WOOD STRUCTURAL PANELS M ^ HEADER SIZE O O O O O O O -RAFTERS OR TRUSSES SPACED IF TO 16'D.C. 8D IDD 6'EDGE/6'FIELD -RAFTERS OR TF 55ES SPACED OVER 16'OL. 00 IOD 4'EDGE/4'FIELD Cu 0 L•1'-0'TO 4'-0' m rN[w� N wa N ATJ Q� n eey -GABLE ENVAALL RAKE OR RAKE TRLW WO GABLE OVERHANG 8D NOD 6'EDGE/6'FIELD onJ-W GABLE EW AU RAKE OR RAKE TRL99 W 9TR JIMRAL OViLOOKER4 8D NOD 6'EDGE/6'FIELD u L•4'-1'TO b'-O' ew}sw rew KIro N w9 d wa M y F F •on r N n- ea -GABLE ENIDFYLL RAKE OR RAKE TR159 W LOOKOUT BLOGG9 8D NOD 4'EDGE/4'FIELD W U L.6'-1-TO 9'-0' I I es rtWnro lee eAi!v9 stito N AL d ATO CEILING SHEATHING [O^ L•b'-I'TO 10'-0' P•.IM WA nee Nwa d.va WLLBOARD EDGE SO COOLERS - -I- GE/10'FIELD —/I� l�y eeyp Wn1 SHEATHING y) U B B L•10'-1'TO Ib'-0' deTna Rw qHs -L Nw» d/s YIOOD STRUCTURAL PANELS -1- -STUDS SPACED UP TO 24'O.G. 8D NOD 6 EDGE/12-FIELD 1/2'AND 25/92'FISEREIOARD PANELS BD - 9'eD6E/6'FIELD aammm Amw wr wwww M.ewvoa •� D D ee:�iw� ayv Mmrors�i r o�.10Ir env aaa rum snw wr -I/2'GYPSUM WwLLBOARD gD GOOLgtg 1-EDGE/10-FIELD .mil w cerww rsw nlmo�ww sow rwwrw wr.m�a se1•w,vs ro rs1 raw re.nwsmm. FLOOR SHEATHING 11 WOOD STRIA:TURAL PANELS -V OR LESS BD IOD b'EDGE/12-FIELD -WMATER THAN 1' NOD NOD 6'EDGE/O'FIELD OFRAMING o WINDOW AND DOOR OPENINGS e NOT TO SCALE J :3 s ROOF 5HEATHIN6 L5TA STRAP a W O.G. (PER 6SN) EDGE NAILING ROOF 5HEATHIN6 - 2X BLOCKING BETNtEEN O C U) RAFTERS(NOTCH FOR C t = VENTILATION IF REQUIRED. p (-I)- NOD NAILS REFER TO ARCHITECTURAL IO C _ ®EACH END PLANS FOR MORE INFO) 'N ` N 5 �tN OF MqS m (D a) M 6 +++++++ +++++++ ERIC J. Ln CEDERHOLM � p � O STRUCTURAL :o �O N • W M SEE ALTERNATE ROOF RAFTER PER PLAN. U No. 38962 y v O Yn (REFER TO ARCHITECTURAL H2.5A(INSTALL PRIOR TO Cu PLANS FOR RAFTER DIMS. BLOCKING AND PLYWOOD q 0 ROOF RAFTER PER PLAN AND EAVE DETAILING) 5HEATHIN6)ALTERNATE: H2A I� � S G job no.: 1521 date IT OGTOBER 2014 ALTERNATE: ATTACH OPPOSING RAFTERS DOUBLE 2X TOP PLATE ' scale AS NOTED BELOW RIDGE BEAM OR RIDGE BOARD YV 2X4 COLLAR TIE AS SHOWN.RIDGE STRAPS drawn NOT REQUIRED WHEN USING A COLLAR TIE. BEAM (IF SHOWN ON PLAN) rev v rev. O STRUCTURAL RIDGE BEAM O RAFTER TO TOP PLATE o NOT TO SCALE NOT TO SCALE S- 1 . 1 o of ISSUED FOR PERMIT sht 4 13 + MOOD GOL►P6-ALL PSL SiRGNtAL NOIM� LM O - 4x4 CAP eccct aoa-r�sDs AD�ro N(sue�e OW VTc•�? yi SAW TO BEAM•FEG4 GG0345IMS PLYFLVA N C)JACK r l7A KING STUDS N MU BASE TO P ON�AflIN ALES NOTED OnERMRSPJ p � �yOF U AT TRlPIE!B9`A -IEM FLOOR JOISTS TO BE 2t05 Ix6 GAP EUO,0006-�5�52s •I S I 12f6 R61 USIV N • BASE TO BEAM.KG4 GGOD-15DSOB 6m1J611aTED OfIHIV5E1 h y cc BASE TO FVW•APM6 Zc S ALLOSTS*EMSSO�ro U OM BE v' L ' -ALL MOOOi JT5 SMALL HAVE PJ)2N6 F0515 M 2 MALLS v METAL GOMELTORS DIwF<e NOTED ORErwSPJ \:l L .. -ALL NAILS ARM FOUXT DOORS ` -ALL STEELLOLV•6S@ ALSTMLAR TO Be FRAMED AS 2Xb FALL . QPI.E99 MOf®OIIE3t/VSPJ M � fO �S�•ALL VALLEYS TO _BL=tMOR ALL MALLS OR • MIL FLA JOISTS LWER ALL FIALLS . MORE APRN'ABE E -BLOIX ALL BEARINS FALLS ABOVE N E -, A'O AT MO-EtlIR — (� -PROVIDE MA1E91S AT ALL FIIBN 4- FRAMED GOMEGTIM r AT ALL w • .-(� POST GAPS r SASES EXTERIOR^.AEATNN6 YELPED V M DD .O U PROVIDE N PROVDE N N/AS 6•AT EDGE r IT AT PAD SILL ONLY 5"ONLY -SMEAR WALLS WTM 7A6•SMEATMMD p ON BOTH 5M w DD MAILS SPAUP _b 6'AT WISE r W AT P16D tt-MOOD POST POMP ""D POST LP Aim N AD=POST LP v W O p4.'�' C Q a 'H LOAD SE.FALLS SMEAR NALL5 Q� 1 L ------------------------------------- - - ' FOOR�PLL evb AEARA " cAEARAxcal - - --------------------------------------- - - ___________ ________________________ - - - Va:-_ -- __ ----- _ _ EX20515OC; WeV�CHW Mr-ftAre .-P' S• - - --------------------------------------- - - c -�, ---- ----------------------------'----------- - --------------------------------''''-- --- --- R NOTE. P EXISiM6 POST E Y6T161! 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F I R 5 T FLOOR FRAMI N G PLAN / drawn: �N SCALE, I/4' I—O' Y NA rev. rev. s S-2 o ISSUED FOR PERMIT sbs 10 of 19 + POOD GO1RM9_A M STMETUAL NOT $ U O li ES AT OOIH LL P 16®t4 -A VOCOM 4 EXTERIOR DOOR ..w U 4X4 OAF EGG4 Tl.34Wn5 M.M.S TO R(S)2XSB N UT o N N 9A!C TO CAM•EGGq T.G0945VFi29 FLT'MAOD:N d JACK 1 d KM STIGS BASE TO FON•ABM4 O Cd y •U AT iRffLE M4B4OM -REPFLOOR JOISTS TO eE MOSfn 4Xa GAP=4 czae>4WW3 .w Of.ry 210f R04.GIST V. VASETTOO Se •.�GOOd-4'A323 MUMS NOTED ON f1 6W •ALL POSTS.BG9 OF eeAW TO M cL.T U (B)2X4 POSTS M 2X4 MALLS -ALL 100041000 iOf/419 9M4A IA`R M)2Xa POSTS N 2Xa MALLS G w METAL GONEGTDRS A7M1ESS NORD arlew EI m L -ALL FALLS ARM POWCET DOM -ALL STM f.OL OG SH AL S(Ff TO BE FRAP®AS 2Xa FALL M m 11 KM5 NOW OrAsio ) -NIS5X STRAPS.ALL VAULTS TO y s B.6DIW POSTS -MMK UNM ALL PALLS OR • ML RR.GISTS LWOR ALL MALLS PH=APfUGBE H E •B.aK ALL SEARINS PALLS ABM E -, 4'-0 AT MID4elalTf — G _FROJGB MAHMZS AT ALL FWSN C }+ FRAFED GOM4:Gnae 4 AT ALL U • _(O POST GAPS 4 EASES w C -WIN?=SIGTMNS 55CA .D MTII W co U NAILS 4'AT EDSE 4 d AT FMO FOR PTRST POM W NAILS a•AT EASE 4 12•AT F®D FOR FLOORS ABOVE a'AT EDEE 4 ITAT PwKA GAME _ ELOM SAME MALU n•r400D POST DG.M a PROD POST V AFG DONM � W N .la'OL.jol --$---——9---—--�---————--— -—————---——- -- �Oc4 JOISTSX-MOOD POST LP ----------- ------ ----- --------------- -- - - - l� -,- -- - -' L.EIAnMs N�LLs '—.—.—.—. 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(J �' ��' M0 CEDERHOLM m job no.: 1e21 0 STRUCTURAL __4 U No. 38962 y date 1T OCTOBER 2014 ,0 scale As NOTw SECOND FLOOR F RAM I NG FLAN n�/ „d+ drawn: SCALE: 1/4• • 1'-0• -N rev. , rev. g S-3 o ISSUED FOR PERMIT sht 11 of 19 POOD CO11PM-ALL P% STRUCTURAL NOTM C U O - AT DOUBLE 484825 •ALL PRa)OII 4 F.X1EAlON DOOR .d.. y 4M LAP ELCO• KAOSIS TO BE(S)Z<09 N IfJ' 0 4p N BAN TO BEAM.B Co,LGOY4SMS RTPOOD;N(W JA[/C 4 tV KRS STUDS BASE TO MN•ABM4 14RE99 NTEO Ojt ba v u y O -111LOR JDISTS TO Be OOISE G/,SGADt 4O ' AT TRIPLE ME/41M II AJSSO9 b OE T w 4A 4'� IV Rim OSB M Jo6T m BASE TO FOI.A9 W UNLESS ss OTER1415E NOTED) -ALL PALLS ratty POCKET DOORS K TO 00 FNND As 7Rb MALL � BOCK DOER ALL MALLS OR co o L -ALL SIM 60LUM SIZE AI•SMLAR DOL FLA.JOISTS UNDER ALL MALLS S C L HIM APPLICABLE 0. � fC -MISSOC MAPS ALL VALLEM TO -EXTERIO SPEAT M SECURED PITH DD BJLLDIP POSTS NABS 4-AT EDCB 4 W AT FIELD FOR .. FIRST FIOM 60 MAILS b'AT E06E 4 IT AT PED FOR FLOORS ABOVE s Y E -5WAA PW.LS MTH DEATHINS ON BOTH N E -, WES.N PO NAILS SPACED b'AT BASE 4 O'AT FaBA CPROVIDE PANUM FLUSH y,r `b FRAPEO CNECTIONST 4 A O T ALL y O POST CAPB 4 BASES .o U G-STEEL OR PCOD POST Dom D ---------------------------- ___________ X STEEL OR POW POST LP MID DOI'M Ea C "g x-sTE.L OR row POST W rn LOAD BEARINS PALLS U ------------------------------- -------------------- ----� SPEAR MALLS a a� ...... TOILET LOCATION — ❑ ❑ (SPACE JOISTS AS HEWED ' R FOR PtJlBILN LLEARAKPJ ` a> , , D*01y- L aR CAM - n IF I HIP/ T HIP r �\ — c o C C co c > n. 2 QN C mQ� N N ` a > LL c m 0) ui C _ C N OF MA& 0 OO U ?� O �� m U) O ERIC J. g CEDERHOLM m O STRUCTURAL lob no.: 102 ` U No. 38962 y date IT OCTOe932014 ti scale As NOTED ' drawn SECOND FLOOR CE ILI NG FRAMI N6 PLAN O rev. SCALE. 1/4' • 1--0' rev. g -41 C _ o ISSUED FOR PERMIT s11 12 of Is T 511=1140L MDTE5. ALL PMVOM I EXTERIOR POOR �.•. •�-• ui ADER=TO BE 7MD5 N V7 N N 1E ' FLYMOCO;IV W JACK t W KM STIRS �LNLM ( ' low Odell 2 NN 'U -ALL POSTS•ENDS OF Be"TO BE O (P 710 FM75 M 2M PALL5 ~ N Amjw ontivem MOIED) N LO • -ALL RVW5 et 2"l U U w aw TO BE IV 15/4'K D VD'LVL v ram.. -FROVM=0 LEDeet BOARD —0 L FOR RAFTER C L M m EC •ALL RAFTERS TO R 7M10 w.7 OR CM 89 an•0' TTAL 9/AGOC,Vi• 0D FIOAL EOVSE MDTm Ryi •ALL PALLS IM PDG2T DOORS � s TO B FRAF®A5 7M0 YOU y E E * Iw m io -� KAim TO l� •elocK uma ALL w,u.5 OR C, el�AFPii 4812 t 4 f. •W-0 A ALL BEAR-PEIW FU.LL9 AeOK t0 U 9'-0 A7 F®•IEIEIIr n-raoo FON DOM 4 � 4 -ro®ro5r tP A10 Raw C �___-- - - --- - - --- --- - - --- --- ----- -- ----------- X•FC+DD Posr tr ' e[ARDte PAue ' O '_ ___ ___ ___ ___.___ _____ ___ ___ ____ ___ ___ ______ _ _ _ __ _ _ __T____� 7XM)RAPTeFa 7A0 LOAD W a� I •�oz. 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I/4' • 1'-O' . . •/O `7 rev. g S-5 o ISSUED FOR PERMIT sht 13 of Is I S �-� s _ E 1 \ $ U WALL DEMO LEGEND FaHDAnoN 613ERA1 NorEs. N .-. -PULL�16CK O WNLr2'C WALLS S BE p rNW. PO TNIGK ON KEY. PR GO 2 ROV CONLREIE .. ............. WALLS AND ITEM TO REFER W KEY:PROVIDE S R0Y19 OF•S v O ,(Q BE REMOVED REFER O TOP 1 80fiDM OF VNLL; U (REFER TD SEGTION9 POR WALL I@IbMT91 1� O EXISnNb WALL9 TO L REMAIN •SILL i0 BE(S)3%65 ROVER SILL P.TJ ~ U y W 5/B'XIS•6ALVANIZED STEEL AWNM BOLTS co MEW WALLS O 33.OO.MW AND IS'FROM LORNER•a L AW-IOR BOLTS SMALL E1GA6E ALL PLATES AND ` V DEMO NOTES BE FASTENED W 3•XB'XV4'PLATE HASHERS: o TICRE SHALL BE A MN.OF S SOLT5 PER SILL: y WA5WR TO SIT ON WPER SILL. O L E5 DN1ED WINODP151 WALL9 C ` 1 TO0 BEE R R EMOVED AND PAS FUT AS •CELLAR SASHES TO BE ANDERS •SBn NEEDED OR REPLACED A5 NO(ED. (200 SERIES)RD.•1'-B SB T. 'X I'1 I/4' M 0 EQ OA"&SLABS TO°E E LO5H M MIL. BARRIER P5U y Ln W HY04 B OVER 6- MESH ON b MIL. 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PROM I ROF F TO BOTTOM OF FWTIN6 10'LONL.Fq,ND.HALL '' M]I•X 17 FO'CM W KEY O __ _____ ----- 0 0 BASEMENT F r sue oN GRADE (TO BE bV XL bW EXIST../ DRILL5.E L''OO eA5E1�Ni SLAB) EX.F OL.WALL F kRE G /• IC O"VERi.1 SE ARE J mi — W EPDXY 6ROR:REBM i0 —or PRO.FI OY MN IMO I�H -< c' a _ �c u— <`1 FcnnNb . _— �•- -'/u S$SU��Fm c$m��o _ -----------'---!-•-- /�•D-`- y caf Y r 10'VIA WNL.TUBE N D g u p c Po Q FO SD'DV,BI6FWT FW Y T1N5 W D va• T•-R va• °a N C c N >v cu o Q d 3 CU N c wN3 � 0 >� Cc c � C F OUN PA T 10 N P L A N M^` � S L A L E� 1/4- • 1'-O' W 0 o m N Z LL 0,0 I OTS P1I� , m cn co0 job no.: 1521 date 11 OGTOWR 2015 '7 L i 7 t� [ !]7 scale AS NOTED Z '6 edit I Z 30 001 drawn: Lw rev. ; rev. 119VISNIVO J0 MiAoi o A- 1 ° ISSUED FOR CONSTRUCTION sht I of E E WALL/DEMO LEGEND GENERAL PLAN NOTES $ 8 2ui -ALL EXT.WALLS TO eE 2-N5 a W e m rd•, _.................... WALLS AND ITEMS TO O C MRE55 NOTED OTNERMISF) p fC .................... EE REMOVED •U Ex15TIN5 Y4V.L5 i0 'AL-I.T.WALLS i0 BE 2x{5 a Ib' '� O REMAIN OC.Ma-E55 NOTED OTHERHISEI F N NEW KALLS -WALLS MTN POCKET OOOR5 TO BE 2x6'S(TYPICAL) _ V DEMO NOTES -WINDONS AND FRENCH ODORS To DE c 1O 9 LLA•ARCHITECT-5ERIE5(REFER TO < L ELEVATIONS FOR GRILLE PATTERNS) C ` EASTINS DASHED WINDOWS 1 WALL5 O Be REMOVED AND PATCHED AS -REFER TO ELEVATIONS FOR AINDOW M s O HEEDED OR REPLACED AS NOTED, RO.HEIGHTS ABOVE SI.MOOR ED. ED. E0. ED. -MA HALL DOOR i0 BE ROOM VALLEY y g s 4'-2 3/{' 3'9 I/{' -ALL E MALL SHEATHING FASTENED 1XITN NAILS SPADED 9'AT EDGE 1 12'AiT F 0 FIELD O H-' W W -0 HQ C', DECK h,1 1�1 u 7 U O N V � aV ,I.,�' DN. t✓ ob 5 - EX.DEN - 4 Ob ' KITCHEN/ 4 �• EX.5UNROOM �D EATING Ila KITCHEN DS `7 P; < DOUBLE HRY 1 -2941 LIVING � 8Y OrVERS R O.,3-5 3/4 X 3-5 3/4 3'-1 /B' '-1 3/{' 51-0 V2' ' Imo'{'W' TB' 'ES ? SIffL c ae VE5T. LL90E`i 2-eze-b�o. - S 4 OO10LE NAG-2953 9'-B' c 9'-l' 2'-8 V2' 2'-3 3/15' RO.,2-53/{X{-53/4 MUD OM ✓'I•I.G. - l`� Q __________ '.' PANTRY PANTRY BEDROOM LAUNDRY DH Q yp 'S, sb• ov EX.LIVING =��'�m_��� «ap PORCH 4 {TiiERBATH �� .s 3• :F<"v==2: -_ . m _ _ a _ 'AF 9 o ------- - ______ _____ _:$-'_=c -a- 0 40 W D. Ze. �F o: oY 6"FT POST 0,X lam'PIN.DIM) ON I�FORAME /ACC�` �W ({)Ix{IPE a TREADS O c W vim/ N �t c cu 0�Qc0u a a � � w o aA Ian m a) o 0'-2 V2' I'•9 1/1' T•2 V{' 3'-0 S/B' ED. ED. O /♦R V/•` LL mU)0N F I R 5 T FLOOR PLAN 5CALE I/a•.= 1'-0 job no, 1321 I. date II O-TOBER 2013 Scale A5 NprED dr"n: a w rev. rev. A-2 0 ISSUED FOR CONSTRUCTION snt 2 of -7 I F 8 p GENERAL ELEVATION 117MS $ y U . ROOFING. P.T.RED CEDAR ROOF N N SHIN5LE5 ON ICE 1—TER V OS m SHRIDGEtVWT CEDAR a U SIDING. WL.SHINGLES IW IX4n15 F H S'EXPRERDS,To HATCH EXKTING � L U 1VNDOW CASING, IXS JAHEIIEAD CASING 1W DX SILL P.T.R.C.SHINGLE yr RIDGE VEM GAP L DaoR cnSIHG, 1xG.IAXenEnD cASINS O, m m P,i,RED CEDAR RCOP SHINGLES ON ICE I EAVE, IX FASGA CWE MCLLDING PATER MEMBRANE ON I%FRIEZE.TO MATW FXISTUl6 y MIDRAIL DX H/BEVELED TOP, s ® ® ® TO MATCH EXKTIN6 E VALLEY FLASHING, �RVAFL�I�TETE"NEE W TO MANTIC,"SUNG Z<111111 ® -�SHIELD MEMBRANE.TO KA CORNERBOARDS N5TO HATCH EwsnrGT11G ----- ------' - GXG P.T.POST 1 IH-'•=•.II L. , W IX Y43M , , i n'%l'FIN.DIMJ i i i i i � 1 , , 'oi IX4.T.pELKING e1 , , , 1 ON P.T.FRAME tl�It� ''""tI 0-1 W BA`R MDVI.DIN6 1 I ,•t I I . CZ ~ V U OPLR 1_ _- I. 1 u RIDGE.VENT CAM x FI O I SNI WAAH�ESL �CEERAHE= a V J V • TER MEH F R O N T E L E V A T I O N 1 SCALE, I/4' • I—O' 1 00*1 DX W/BED ® ® ® W HCI.LDT.OST ING U(4 ME DECK I WRAP P. POST ON P.T.FRAME X (1'%T FIN.OIHJ LVST011EYEL5, IX4 IPE DECKING BNY HERS. ON P.T.FRAME 1 RAILINGS To WINDOWCA51RS I �10 HATCH EXISTING IXD BASE�T- NG OF FIN. HC.SHINGLES TOP OF SUB FLR, _5 mo^_ e F ZUrcR-EA5TIRs B FIRiY FLMR— _ '�o e o RC c 1 —AIM CORNERBDARD9 a.mI TO MATCH EXISTING I-VERTICAL IPEP�ncy< OF DECKING AT SIDES t3 +3 $ AIRSPACE:IX xB SKIRT . HitS-62 �e_ 2e m`o6.'S L E F T EL E V A T I ON SCALE. 1/4' I—O• to N a) 1� P.T.RC.SHINGLE t 3 RIW'E VEM LM p V C N N rn C `� � C L 115 PAR ROOF51"CLLE ON ICE Q u WATER MEHIBRIE A `V ® ® ® ® �m (1)71 5;2 w ® ® ® ® ` � IM C �� A Oo NmMtn IXS"NDOW job no.: 13�I TO MATCH EASTILS SHINGLE$ , date II OCTOBER 2015 TO MATCH F.STM SIB _ _ _ 4 AS NOTED IX4 IPE DECKING TO MA OORI 15TINS 09 GPL P T FRAME TO MATCH EXISTING SYi drawn MEMI :OP°i — — — — — — — — — — — — — — — — — — rev.-------------- . rev. A 0 rE�S -3 = RAILItL'S g REAR ELEVATION X.VER LAL PE SCALE, 1/4- • I'-O' DpFEC�KFIyNGK AT NOES SCALE, AR�ACEWXBnXO'GKIRT ISSUED FOR CONSTRUCTION snt 3 of t E E MASONRY 3 CONNECTORS SHOWN ARE A5 10.ALL PLYWOOD SHALL BE APA a $ GENERAL FOUNDATIONS MANUFACTURED BY 51MP50N PERFORMANCE RATED PANELS CONFORMING STRON(5-TIE CO. ING.SUBSTITUTIONS TO THE FOLLOWING MINUMUM REQUIREMENTS: f° I. STRUCTURAL DRAWINGS ARE I. THE ALLOWABLE PRESUMED SOIL I. MASONRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING L) TO BE USED WITH THE ENTIRE BEARING GAPGITY 15 5000 P5F, CONFORM TO THE REOUIREMENT5 BY THE ENGINEER. INSTALLATION A.FLOOR-5TURD-I-FLOOR T86,EXPOSURE I, ` _5 U SET OF DRAWINGS. WHICH 15 TO BE VERIFIED IN THE FIELD OF 5PEGIFICATION5 FOR MA50NRY OF ALL CONNECTORS SHALL BE 5/4",SPAN RATING I6". .9! s BEFORE CONSTRUCTION. STRUCTURES(AGI 530.1/A5GE b-88). IN STRICT ACCORDANCE WITH THE f STRENGTH OF MA50NRY F'M=1500 PSI. THE MANUFACTURER'S INSTRUCTIONS B. WALL SHEATHING-EXPOSURE 1, 1/2", 2. ALL SAFETY REGULATIONS 8 MUST EMPLOY ALL REQUIRED SPAN RATING 16". g ARE TO BE STRICTLY FOLLOWED. 2. FOOTING5 SHALL BE CARRIED FASTENERS. METHODS OF CONSTRUCTION 8 TO LOWER ELEVATION THAN SHOWN 2.VERTICAL REINFORCING OF MA50NRY C. ROOF 5HEATHING-EXP05URE 1,5/8", « ERECTION OF STRUCTURAL MATERIALS ON THE DRAWINGS IF REQUIRED TO WALL5 SHALL BE AS INDICATED ON SPAN RATING I6". d 15 THE CONTRACTOR'S RESPONSIBILITY. REACH PROPER BEARING GAPGITY. THE DRAWINGS. ALL GORES OF 4. ALL CONNECTORS SHALL BE s MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED. `' e WITH GROUT. REINFORCING BAR 3. THE CONTRACTOR 15 RESPONSIBLE 3.WALL5 ACTING AS RETAINING WALL5 LAPS SHALL BE 2'-b" MIN. DESIGN CRITERIA L r FOR P155EMINATION OF ALL SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS o REVI51ON5 8 REOUIREMENT5 TO BRACING UNTIL ALL 5UPPORTIN6 501E 3. HORIZONTAL JOINT REINFORCING BEFORE LOADING THE JOINT. " THE SUBCONTRACTORS. 8 SLABS ARE IN PLACE 8 AT I. APPLICABLE BUILDING CODE ADEQUATE STRENGTH. FOR MASONRY SHALL BE EQUAL MASSACHUSETTS,STH EDITION TO OUR-O-WALL TRU55 MANUFACTERED 6. SPLIT WOOD 15 NOT ACCEPTABLE 4. REASONABLE CARE HAS BEEN WITH WIRE CONFORMING TO A5TM A 82 FOR ANY CONNECTION. F+1 rn TAKEN IN THE PREPARATION OF 4.COMPACT ALL FILL UNDER FOOTINGS $ COATED FOR C-ORRO51ON PROTECTION 2. DESIGN WIND SPEED: 110 MPH - ALL DRAWINGS AND SPECIFICATIONS. 8 SLABS TO THE SPECIFIED DENSITY IN ACCORDANCE WITH ASTM A 153, EXPOSURE C, 1=1.0,G= +/-0.18 w HOWEVER THE ENGINEER DOES NOT 8 VERIFY. GLA55 B-2. ALL WIRE SHALL BE 1.ALL EXPOSED FRAMING MEMBERS GUARANTEE AGAINST HUMAN ERROR q GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA & FOR THAT REA50N IT 15 IMPERATIVE LAP OF 6" 8 USE PREFABRIATED T'5 C2/6q GGA 0.25 $ MEMBERS IN THAT THE CONTRACTOR SHALL CHECK OR CORNER SECTIONS AT ALL CONTACT WITH 501L SHALL BE STRUCTURAL DE516N CRITERIA f° ALL DIMENSIONS 8 DETAILS 8 MUST WALL INTERSECTIONS. TREATED PER AWPA G23/624 VERIFY ALL CONDITIONS,DIMENSIONS, STRUCTURAL STEEL GGA 0.60. JOB 51TE FABRICATIONS - FIRST FLOOR 40 P5F LL 8 ELEVATIONS AT THE SITE.ALL GUTS 8 BORE5 SHALL BE TREATED IN 15 DISCREPANCIES SHALL BE BROUGHT I.DESIGN,FABRICATION 8 ERECTION 4.CONCRETE MASONRY UNITS SHALL ACCORDANCE WITH AWPA 5TD. M4. 0 TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH CONFORM TO A5TM C_CIO. �5ECOND FLOOR 30 P517 LL V Cn - THE A15C SPECIFICATION FOR 15 P5F DL a 5. THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL FOR BUILDINGS, 5.CONCRETE BRICK SHALL CONFORM 8.ALL MANUFACTURED LVL WOOD FRAMING - ATTIC/5TO. 20 P5F LL LATEST EDITION. MEMBERS SHALL HAVE THE FOLLOWING 10 P5F OL COMPLETE SHOP DRAWINGS FOR TO A5TM C55. PHYSICAL PROPERTIES AS A MINIMUM: ALL CONCRETE REINFORCING,ALL - ROOF 65L 30 P5F 5L STRUCTURAL STEEL, 4 BOTH 2. STRUCTURAL SHAPES SHALL CONFORM E=1.gXIObP51.,1`5=2800,FV=240. 15 P5F DL F0*0 CALCULATIONS 8 SHOP DRAWINGS TO THE FOLLOWING: 6.GROUT SHALL CONFORM TO THE FOR ALL MANUFACTURERED LUMBER REQUIREMENTS OF A5TM G 146 8 - EXT.WALL5/5TOR. 15 PLF OL '� PRODUCTS & THEIR CONNECTORS A.WIDE FLANGE MEMBERS A5TM SHALL HAVE A COMPRESSIVE q.ALL FLOOR JOISTS SHALL BE AS FOR REVIEW PRIOR TO FABRICATION. Agg2 GRADE 50. STRENGTH OF 3000 P51. MANUFAGTURERED BY BOISE CASCADE - INT.WALL5/5TOP. 50 PLF OL 8 AS 51ZED ON THE DRAWINGS. ALL - DECK5/PORCHE5 40 P5F B.CHANNELS 8 AN6LE5 A5TM A36. FASTENING,BEARING,BRACING 8 10 P5F 1.VERTICAL 8 BOND BEAM STIFFENING SHALL BE IN STRICT ACCORDANCE G.H55 ROUND 8 RECTANGULAR TUBES REINFORCEMENT SHALL CONFORM WITH THE MANUFACTURER'S REQUIREMENTS. p CONCRETE TO A5TM A 500,GRADE B FY=4b K51. TO THE REQUIREMENT5 OF A5TM A615. 0 (D a) I.ALL CONCRETE WORK AND MATERIALS a .� It SHALL COMPLY WITH THE 5PECIFICATIONS 3.ALL GALVANIZING SHALL CONFORM 8.MORTAR SHALL CONFORM TO THE GENERAL NAILING SCHEDULE-110 WH G FOR STRUCTURAL CONCRETE FOR BUILDINGS TO ASTM A 123. REQUIREMENTS OF A5TM G 210 .JOINT DESCRIPTION NUMBER AI NAIL SPACING NVMBER OF w (AGI 301-Sq). AND SHALL BE TYPE M OR 5. CDHMpN NAILS BOX NAILS [p ROOF FRAMING (a [\1 4. BOLTED CONNECTIONS SHALL BE WITH BLOCKING TO RAFTER(TOE-NAILED) 2_aD ]_Iop EACH END 2. ALL CONCRETE SHALL HAVE A 28-DAY HIGH STRENGTH BOLTS IN ACCORDANCE q.OUALITY ASSURANCE TESTING 8 RIM BOARD TO RAFTER END-NAILED) EACH END " � -I6D 3-I6D c) COMPRESSIVE STRENGTH OF 3000 P51, W INSPECTION SHALL BE PERFORMED O WITH THE SPECIFICATION FOR WALL FRAMING WITH MAXIMUM I INCH AGGREGATE 8 STRUCTURAL JOINTS U51NG A5TM A 325 IN ACCORDANCE WITH THE to MAXIMUM 6%AIR ENTRAINMENT FOR OR A 4CIO BOLTS. REQUIREMENTS OF AGI 530.1/A5CE b/88. TOP PLATES AT INTER5ECTIONS(PACE-NAILED) 4-IbD 5-Ib0 AT JOINTS � V) EXTERIOR CONCRETE EXPOSED TO STUD TO STUD(FAZE-NAILED) 2,60 2-,SD 24•o.c. MOISTURE. HEADER TO HEADER(FACE-NAILED) 160 160 16-O.C.ALONG EDGES 5.ANCHOR BOLTS SHALL BE A5TM A 301. FLOOR FRAMING 3.ALL REINFORCING STEEL SHALL BE FRAMING LUMBER 8 CONNECTORS Jp15T TO SILL.TOP PLATE OR GIRDER ROE-NAILED) 4-80 4-100 PER JOIST ^, (An` DEFORMED BARS OF NEW BILLET STEEL 6. WELD5 SHALL BE MADE BY OPERATORS BLOCKING To JOIST(TOE-NAILED) 2_ap 2_100 EACH END +L- �r )`/ W CONFORMING TO A5TM A 615 GRADE 60. CERTIFIED BY THE STANDARD I. ALL FRAMING LUMBER SHALL BE BLOCKING TO SILL OR TOP PLATE ROE-NAILED) 3-I6D 4-160 EACH BLOCK 0 CV C N O QUALIFICATION PROCEDURE OF THE KILN DRIED Iq'ki MAXIMUM M0151URE LEDGER STRIP TO BEAM OR 61RDER(FACE-NAILED) 3-I6D a-I6D EACH JOIST /•• j t Z AMERICAN WELDING SOCIETY. CONTENT. LUMBER SHALL MEET 4. If COVER OF REINFORCING BARS AS A MINIMUM THE FOLLOWING JOIST ON LEDGER TO BEAM ROE-NAILED) 5-80 3-100 PER JOIST O T1 Q U (B SHALL BE A5 FOLLOW N S: DE516N VALUES FOR SPRUCE-PINE-FIR: BAND JOIST TO JOIST(END-AILED) 5-160 4-160 PER JOIST •V- (n 3 1.WELDING SHALL BE IN ACCORDANCE BAND 1015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I69 9-IbD PER FOOT N U A. 3"AT CONCRETE PLACED DIRECTLY WITH THE AW5 01.1 CODE FOR WELDING A.2X STUDS CONSTRUCTION GRADE ROOF SHEATHING FB=800,FV=65,FG=150 f6 _ ` N AGAINST EARTH. IN BUILDING CONSTRUCTION. WOOD 5TRUZTURAL PANELS c I L, U) B. 2"AT ALL OTHER LOCATIONS. B. 2X JOISTS/RAFTERS NO. I GRADE RAFTERS OR TRUSSES SPACED UP TO 16.Oa. aD 100 6'EDGE/6'FIELD N ye FB=1150,FV=10 RAFTERS OR TRUSSES SPACED OVER 16'O.L. to C `v 8.CONNECTIONS NOT DETAILED SHALL aD 1oD 4'EDGE/4'FIELD c � BE DESIGNED FOR THE LOADS SHOWN o N O G.P05T NO. I GRADE FB=800, GABLE ENDWALL RAKE OR RAKE TRU55 W O GABLE OVERHANG aD IOD 6'EDGE/6'FIELD C 5. NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWINGS OR FOR LOADS GABLE ENDwALL RAKE OR RAKE TRUSS w/STRUCTURAL CVTLOOKERS 6D lop 6'EDGE/6'FIELD r N ARE ALLOWED,UNLESS SPECIFICALLY GIVEN IN THE STANDARD LOAD FV=65,FG=615 /^ 5HOWN ON THE PRAWIN65 OR ALLOWED TABLES OF AI5C FOR THE SPAN, GABLE ENOKALL RAKE OR RAKE TRUS IV LOOKOUT BLOCK5 eo lop 4-EDGE/4'FIELD N V J(v�O IN WRITING BY THE ENGINEER. SECTION & STRENGTH SPECIFIED, 2.ALL FASTENING OF FRAMING, CEILING SHEATHING PLATES,SILLS,SHEATHING ff GYPSUM wALLeoARD SD COOLERS ,'EDGE/10'FIELD job no.: 152, OTHER WOOD MEMBERS SHALL WALL SHEATHING b. REINBAR ING E wEND TH STANDARD C1. ELEVATIONS NOTED AS "TOP OF STEEL" date 1J o,TPaER 2o1a REFER TO THE TOP FLANGE OF ROLLED BE IN ACCORDANCE WITH THE WOOD STRUCTURAL PANELS 12' i2• SECTIONS. DETAILS SHOWN $ MINIMUM STUDS SPACED OF TO 24.O.C. 60 lop 6-EDGE/12-FIELD Scale : AS NOTED •9 16' 12, REQUIREMENTS OF THE •6 20' 16• MASSACHUSETTS STATE BUILDING -I/2 AND 25/32 FIBERBOARD PANELS aD - 9'EDGE/6'FIELD drawn bw CODE PITH EDITION. 2 GTPSM wALLBOARv SD COOLERS ,'EDGE/10'FIELD rev. ., 24• B' FLOOR SHEATHING WOOD STRUCTURAL PANELS rev. - - 'I OR LESS Q aD IOD 6'EDGE/12'FIELD ? GREATER THAN 1' IOD I6D b'EDGE/6'FIELD _ IS C ISSUED FOR CONSTRUCTION ant 4 Of 7 MOOD COUA46-ALL P5L STRLwt1AN :L NOTES $ $ EO AT CA EE .CC .ALL VENpOA EXTERIOR DOOR % V) 4X4 LAP ETOO,4L05-45DO. HEADERS TO BE M)2x85 W In, N fp BASE i0 BPfJ4.ELfq,CL03.45D52B R"'NOD:W(2)JACK 1(2)KIN;STUDS p 'a _ BASE TO FON.ASU44 "'NOD NOTED Oi1ERW5E OD OAR (�l 5;jLA'U --a -FLOOR JOISTS TO BE WISE CASCADE N O AT TRIPLE MEMBERS 11 l/H'Afi-105 1 Ib'OL. L N 4%b LAFELLO.L -t505]s U V) BASE TO BEM.ELLO,0006-45OS25 W I V4'OW RIM JOIST u-i BASE TO FDN.ASU46 BRtESS OTNERMISE NOTED) +-• 3 L U V -ALL POSTS a M05 OF BEAMS TO BE e V3 c •ALL MOOD JOINTS�L NAVE (5)2 4 POSTS IN 2X MALLS N //���� KTAL CONNECTORS (3)2%b POSTS IN Z MALLS V 5p� MdE55 OTHERWISE NOTED) —. L ry •ALL STEEL COLUMG SEE Al.SIMILAR 'C "'ll ` •ALL MALLS MM POCKET DOORS M cc TO BE FRAMED/5 2.MALL R. -MTSSOL STRAPS 6 ALL VALLEYS TO WLD4F POSTS -BLOCK UNDER ALL K.J.5 OR - DHL.FLR. UNDER ALL MALLS d s YHERE APPLICABLE a-H P.T. 03E R4 SHINGLE RIDGE VENT LAP -BLOCK ALL EWARINS MALLS ABOVE y E OVER 2X12 ROft 4'-O AT Mlp-1@IOM p • -PROVIDE NAN6ER5 AT ALL FLL5N 8 N 13 FRA1 ED LOtOELTIONS 4 AT ALL y Y 6 0 � '• SIC RED OLESE]�� G/ POST LAP51 BASES TO %i\ •�& 5/B LDx RYMg76 THE. -NAILi S 4*AWR T WC EEI 1 17 A�D FOR 2%105•Ib'OL. FIRST BOOR HD NAILS 6'AT EWE 1 I 12'AT FIELD FOR FLOOR$ABOVE Y ' ,SI•� \ Y5 -91EAR-US WTN 1Ab'SIEA.1% ON BOTN SIDES.W 60 NAILS SPACED �LLiE b'AT EWE 4 IX AT FIELD w s. j IN: wsT cww ; ' ;I i W�;� ; ! i 1\�`-'-- '• \•\.•• ppVN Ia iR�PP�PINB "� p�•YIJDO POST IP AIO MYM � w ,\ ••••••_••`` \ 2x LAP W BED MOADING ]XB .,GISTS B-. ——L P.t-0 ff i—�]'(/j.�_y——E�6%�BBfVa—` —yf- \\ If T1G BEAD- Ipl X•MLYA POST lP BOARD LEMNS \ b%b P.T.POST PORCH MUD HALL LOAD BEARING wLLs I\ W IX P4 AP W L.5HIN6LE5 x l'FPL DIMJ IB�111 I/Y LDX PLVY4= SNEAK MALLS ' �t Ix4 In DFLKLNs 10 2X65 a lb,04. � L (BLIND FASTENED) 91'T16 RYPCVD TOILET LOCATION _NO JOISTS a Ib'OL. ON 2XH P.T.fR NG .I ;y i; I i�0" •16'OL. (W�JOISTS OP OOFF 5UB RR FOR PLWENNG LLEARANGFJ O U i' �� \\ 1 1X0 BASE W BASE M DINS �e PIRSTPLOdE U y I \ \1 7 ;rye°w a � °S i i `--`• ; '� (2)7X6 SILLS t cc �° \-- G'VIA.LLNL TVBE TO P '�;• a '" , FoonAGDIA B(HPODT - �LflV2'OL. L ix \ T \ %• • , BASEMENT a, BASEMpIT SLABS TO BE4' coNCR P5N VA b MIL.VAPOR EARRIE O R OVER P,r !I I; _ /; ' <• b'PEIL4 o TO`GRAVEL lO'GONG.FROST FIALL PRY RYA MA%. ON 24-%12'LONL. LL��JJ 'kp%0; FOOTN6 W KEY 1' P.T.2X8 DECK .GISTS 6 16'OL. •o S E C T I O N SCALE. 1/4' . I-O' F IRST FLOOR FRAMI N G PLAN SCALE. 1/4' . I'-O' 'Sy' .� b cv \or Co 01) RC$MINGLE RIDGE VENT LAP a � O �-•. /,� \ OVER 2%O RIDGE � L. In Pi RED CEDAR NL r A isi m ON . G \ \\ 5/b'LDX PL V OOP 2X105•16,OL. Tom• I 2• r 4 (� C p c A C c I / 112-ow.BOARD ry C W >L W i ? 3xa — — — — �T OF—a�D�Da 2 Q (UC I 7 ohs CEILI _ V/ 2 cu F1211 JOISTS•ti OL. t - _ ( / BEDROOM LIVINr§ _ IX4 IPE DEc1DNG — ._.—._._.—.—.—.—.—.—. '•/ II 4 -I!lu NOS-PRE5OL. W / EXIST.M.L.SHINGLES W v' I I! V2'LDX RYWOOD PC E%.Y X B'.GISfl EXIST.2X MALL NOTCED AT EA 0 ` C A TOP OF'J.B RR, � >O W coO In E%.6'%a'SILL 1X PVL SKIRT v,n O U- 5A%B Ex a•X H•BEAM BASEMENT 4X4 P.T.POST ON W'PA.LONL.TEES job no.: 1B21 (2)2XH BEAM (2)2Xb BEAM / I ' Ex.9 V2'P05T _ (2)bN BEM date PIS fo[ I us L^ \\ - _�'.• / smle AS NOTED T T-TL - r. rl \ \ _// Q drawn: Jlry En nSV. SECT I ON �1 rW. SCALE. 1/— I'-O' C E I L I N G FRAMING PLAN \\.l�' � ` L 0 ISSUED FOR CONSTRUCTION snt 5 of 1 h \ e 1 OL. \ I \e =3 E"y — 7 - 7 i Q; cc 0-4 / V ___ __ ___ / �f'Y6, - P.T.RED .� 5NIN5LES ON ICE Dx MEKyhoo: po 5/b•LD IxID RAFTERSTERS Ib'OL. % 12 RHE1— % % D 15 - 11 ROOF FRAMI NG PLAN % IX FMCI W/ALW.fiI1TTER SCALE. 1/4• 1-0• SEADBOI%b EOOE T(OX W µ1&W/PAPA 2"JOISTS � O N co .� I f1l °D to NANTULKET•STYLE I r. W LM 2t OAP 1W BED MOILDIM I I TO MArLN E%I5T,6 (3)IND BEAM C5 (o 0 LV 1 co I 1 d " a:) ON ix2�BALUST�ER I I a O P.T.RED CEDAR ROOF :vvi'PLv05rL000 SNINSCFS ON ICE, 1x WRM Cn WATER AEITRAW: r,%T FIN MMJ 5/51 LD%PLYWOOD 2%N)RAFTERS•Ib'OZ. 4x4 PvFt�'T T I 1 M/Ix I 1 li Ix2 BALV'TERS § I I 1 p f 1 c I{ I WA 1/4•FROM E OF C0.. VC Q) 1 TO STD MILL a NOEL• C A` \L W s �j/ 2x TAPERED RAIL 10 IPE 0EWN6 I 1 0 Q ON Ix2 BALUSTER (BLIW Fr�T:NED) I _x ON Ixb PT.FRAMINS I I N W 0 Ib'OZ. I °3 to • c x N (D M ca 4b455 BASE YV Ixb 045E WI BASE w40 U S 1%b WRAP TO MATG ExI5TNb I .`kB_F3QQR MAX s• I O FIRST FLR Ix9/I%b TRIM I N N V4 0 cc WE E — IxSn%b SKIRT I O W �0 -yr Ix FAScu N M O . W AWM.6UTIER —I- 7 job no.: 1971 W.G.SNINSLES ON I%4 VERTN;AL le A9 NOTED IFE— V2.ODx PI.YYDOD DELYJNB N data 2"S a IW O L. MIN.AIRSPACE II NOTEDCTOBE 2019 p 1x New cASlrts sca K m (4 V7 E%PJ 4%4 P.T.P05T I I dravm: F� I I JLW rev. 10•GOAL.TUBE ON rev. T IV I I 1 11 11 1� 1� I 1� 1� 1� 1 11 1 1 1 14'OV1816FODT FOOTN6 I I O TYPICAL DETAIL AT EAVES O DETAIL AT REAR DECK O DECK DETAIL SIDE PORCH S ,V.1'-0• SLALE I V2'.I'-0' 50 _ALE,1 III•.V-O• 3 C ISSUED FOR CONSTRUCTION snt 6 of y 0 8 v R7 Ul . N NOTE:THIS DETAIL IS AN v 'Z ALTERNATE TO THE 'v 511W50N NEW 5-10N 100 FLOOR SPAN m o NOLDOAN5 BOLTED TO 5/D•ANONOR ears W MS To CONNECTOW DETAIL ~ � c SIMPSON LSU26 L Az- RAFTER HANGER U SHED ROOF m ,Q L RAFTERS 2X10I2X12 LEDGER g - ` StNwsoN NM HOLOOYQLS BOLTED TO M s/D �� (4)COILED STRAPS SECTIMURE RE INTO SOLID ERLOK SFRAM FRAMING T a- PER CORNER SPACED(a�16'o/cs H m TRIPLE e • CORNER STUDS SO ANOItlR BOLTS STD•ANLNOR DOLTS S +_ TO BE SET A MIN. To BE m'A MIN 5)D.ANONOR 8MT,S OF 12•MITH IN FOOTING DF 12•NIN IN FOOTING N y TO @ 5CT A MIN. O OF 12.KITH IN FOOTING tD O NiR DETALL AMM TO ALL GRADE IPVEL EM.' R YNt19 MOTE,DETALL AFRIM TO, aRME lF8 ExT.SMJJi KW9 " y OGARAGE HOEDOWN DETAIL @ EXT. WALL O HOEDOWN DETAIL TYPICAL EXT. WALL GORNER/WALL 1O COILED STRAP DETAIL II LEDGER DETAIL W m NOT TO SCALE NOF TO SCALE NOT TO SCALE NOT TO SCALE �1 Cu 1 m U ^ Q d a cn Cu J� H8 It (2)q5MA RAFTERS H10A SIMPSON H3 CLIP \� F -0V R 2X12 LEDGER ATTACHED W13.16D TO SOLID HORIZONTAL 2a BLOCKING FOR F MI G ILOW a0 NAILING THE PLYWOOD EDGES I LEDGER d h x C SHOULD BE PROVIDED WRHIN 48'OF OUTSIDE CORNERS LSTA9 C5 N a Chi L570 C0 d U CO S PTLYOWOOD BLOCKING DETAIL 13 RAFTER CONNECTION DETAILS 14 F TO RAMES-OVER LEDGER DETAIL , I NOT To-ALE A rn RIM JOIST W j JOIST HANGER DECK JOISTS C U [ N C N D N SIMPSON H1 CLIP P.T.BEAM C > = n�T1i5nW��R• (1 PER JOIST) SIMPSON BCS POST CAP (�RAFRIDGE AND NAILER ro ALL Y TERS M/ IOD NAILS EA SIDE nB NAILS5 TTOTAL) Q P.T.POST cc SIMPSON ABU POST BASE N o o o o o o o o •'I ANCHOR BOLT N C pv!_o o _o_o o_o o U _ .t_° ` O a). 10'OR 12'DIA.SONOTUBE ON //5� u, M 24'DIA.BIGFOOT FOOTING m V/ O 1 O'" �i job no.: 1521 date N oCTOOER 2oIS OPTON 2.2AD RIDGE TES D*CMATELY NMOM nIE RIDGE A , scale AS NOTED AND FASTENED TO T11E RAFTER5 AM NNAIAA M PeR INI"OF (a)W IAWMCN drawnSEE AWC.ORG 'PRESCRIPTIVE RESDIENTIAL rev, DECK CONSTRUCTION' 7-O" rev. IS TYPICAL RIDGE STRAP DETAIL OPTIONS G PORCH/DECK DETAIL NOT TO SCALE NOT TO SCALE ISSUED FOR CONSTRUCTION Bnl -I of 7 N/F X Ones y,�, \ s . , " Lco Wanno 2 L R) Pro c t s 3\C 4 6 2\dl S88 3122 E _ _, _ __ Q) ( ,t F 1 Sty W/F Locu© � � "----•-._ Garage of ry714 Septk tem r r ^ .. as jai Stone Drive �► 1 S }4.E No As—Solt 10 ._... - g TOStone Drive ............ : _ CI Lawn , 1, ��,1.. L r. u � _...b.____.._ Location Map: Lawn - Flag ; f Walk _ + ~ 1 'l.OOof' Palo • i • ___�, �r �.- __.__ ASSESSORS REF. 9 ^0 1 \ ;. t a f J Y , ,` Map 138, Parcel 005 y � � 7 f patio stone � 7 r ZONE:t Lawn i /r' *✓Xe -.`-.r. ua...<.:.: `!, f 4 ...ram _ 40 RF r �� Area (min) 87,120 SF (RPOD) Jr s 7 rr �• #300 is Frontage min) 20' ,,• 'k % 2 Sty W/F ;'' ;dth (min) 125 % �<` �� e Dwelling ;j � rn 7l setbacks: Front 30' ' fl Pool Side 15' 11 / o / Ilir �o FLOOD ZONE: \/ ,t = .- �{ - ! + _hL,..1 Wood Deck f t ' _.... .'� t i f % i Map Number t _ 25001CO757J 9 IQ July 16, 2014 Lawn 4 �" v�' OVERLAY DISTRICT: Lawn AP _ ���. Aquifer Protection District t o ' w _e i e ce O Q ;i 304• • • h Q) Le end: Lawn ``v -- --- �' O ti k{ Misc Manhole as Air Conditioner/Heat Pump CB/DH Concrete Bound i r< �^°,I'. ElBRB Barnstable Road Bound ��•'•' —25— — Elevation Contour `" " • ......•• •S• ••••••• Undergroand Utility Line In 06 e, Cedar Tree Deciduous Tree 9,41 i'i J F. ette + Coniferous Tree :_. / a 0 `} Side Line Of 1931 Fnd Layout Of Sea View Ave �1f Lot Line Shown As / Building Line On I "A Pettitioner's Plan LCC 2664-26 r>wrc,Wras+z..ssr ::. w _. F d _— AveORB S80'1833°W 10" Fnd V i �` 0.00 f t jj`` V i e • 80'2 0 lic W ,._ S W Y) Sea j• sa _ -_ 184.68 UV. _ pub (40' Wide REV. 1 — 011OCT114 — Datum change to NAVD '88 & New FEMA Title: PREPARED BY.' PREPARED FOR: Notes/Revision: Existing Conditions Plan :^ - � � ;`: '~-., 1.) The structures shown were located on the ground _ i ,, _•._, _",,� Thomas J Swan "� by conventional survey methods on 09/SEP/13 and 3 Of 300 Sea Vew Ave 17/OCT/13. Cb i Bamstable 2.) The property line information shown hereon was���. compiled from available record information. • x ,(Os tervill e) � stervi .,A 02,E . 0— ca 4 r _r , , „ 3�� , , �� - .,_s�,. ;,x 3.) The datum used is NAVD 1988, a fixed mean sea 1N4FV✓, '<'7�ji_i''..;;")rr; level datum. O 20 0 10 20 20 80 Date. October 23, 2013 Scale: 1►,_20, Field. WHK/JVB/MJD Review. RRL Comp/Draft: RRL Drawing # C46-6g1 exl