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HomeMy WebLinkAbout0386 OLD STRAWBERRY HILL ROAD i _� Permit Central Page 1 of 1 SEARCH 0 OVERVIEW 0 Permit Central Barrows Debra _.w...., 386 old straw CL 1 =: [ Excel Application Attach(e) Refresh y Back Advanced My Searches v Email �.�_ ._ �.m.__ __.Options Return 1 Search View/Maintain Office Tools O APPLICATION 200801271 : Summary View/Maintain 0 386 OLD STRAWBERRY HILL ROAD Board Reviews (0) Type Requested Scheduled Time Inspector Performed Plan Reviews (0) Fees (2) BUILDING FINAL INSPECTION Prerequisites (4) #1 Permits (2) FOUNDATION ROMA, 10/27/2008 INSPECTION PAUL Inspections (4) #1 FRAME ROMA, 09/24/2009 INSPECTION PAUL .e #1 FOUNDATION ROMA, 11/0S/2009 INSPECTION PAUL #2 .} -7 ." XIM" OR ... .. ................. ............ .................. .._ 0 < 0 Summary v > 0 » 0 https:Hmunisweb.town.barnstable.ma.us/MunisProd/AppHost/PermitCentral/ 8/21/2019 t i l Town of DAMWABL& 200 Main Street, Hyamu; Application fo Application No: TB-19-2452 Job Location: 20 CHURCH STREET,WEST BARNSTABL Permit For: Building- Insulation-Residential Contractor's Name: MICHAEL MCCARTHY Address: 6 RANGLEY LN. SOUTH DENNIS MA (Home)Owner's Name: MERRITT,EARLE PHILLIPS JR ESTATE OF (Home)Owner's Address: 906 CARLSTROM ROAD, BRISTC Work Description: Weatherization _ _,.5�11.31ahie of Wcirk Tn Se..�'�fc�rm,esl:.. S1.SOQ 00 __ . Town of Barnstable Building � • ���.�s" �'�`;': � "^ y"` .,.�;:� �,.< v' 3''Pl ; s�: Sr Post:ThisCa'rd So That�t isaV�s�ble From the Street Approvean Must be.Retamed on Job and this Card Must be Kept M �wss Posted dUntil Finallnspection HasBeen Made l '$, bsa° W.Fiere a Certificate of Occu Banc. =is Re aired 'such.Build n °shall Not be 0_ccu red until a Final Eris ection has:.been made Permit �• ...w�—�...;� ..a...... ..: ....'ha�2',-.e�:a3;,p: y a..��:Q's ' -.,M .T...�:'�",`.., g..s�ai.,,;iaa ��"�`.. ..-.. Permit No. B-19-2703 Applicant Name: SOLT, HARRISON H III &CAROLYN M Approvals Date Issued: 08/22/2019 Current Use: Structure Expiration Date: 02 Foundation: Permit Type: Building-Deck p� /22/2020 Location: 386 OLD STRAWBERRY HILL ROAD,HYANNIS Map/Lot 251-238 Zoning District: RC-1 Sheathing: Owner on Record: SOLT, HARRISON H III&CAROLYN M Contractor:Name Framing: 1 Contractor;License: Address: 110 VINEGAR HILL RD 2 GALES FERRY,CT 06335-1713 Est. Project Cost: $0.00 Chimney: Permit Fee: 50.00 Description: recreated from Munis permit 200801271. Rebuild/replace`existing $ deck. Existing 329 sq.ft.. Proposed rebuild is 526 sq.ft. Fee Paid, $0.00 Insulation: Project Review Req: Date 8/22/2019 Final: Plumbing/Gas Building Official �. Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by..,.fiispermit is commenced withm.six months;after issuance. All work authorized by this permit shall conform to the approved appleafion and the approved'construction documents for which this permit has been granted. Final Plumbing: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street oe r0` and shall be maintained open for public mspection for the entire duration of the Rough Gas: work until the completion of the same. =` :. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are prov n this it. Minimum of Five Call Inspections Required for All Construction Work:. ' Electrical 1.Foundation or Footing 2.Sheathing Inspection Service: 3.All Fireplaces must be inspected at the throat level before firest flue lining isinstalled 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Final: 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Low Voltage Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Health Building plains are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Fire Department Final: V :r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 3 Application# a�0 Z p pp _ Health Division Conservation Division 1,W Permit# t� Tax Collector Date Issued L Treasurer Application Fee Planning Dept. Permit Fee pp� Date Definitive Plan Approved by Planning Board F� Historic-OKH Preservation/Hyannis Project Street Address S OLD 51RflI0 5 C CRY _ u I�_L kv,% Village U Y A nO N O S Owner A2R)Sv� i- CARzLYt-.) S®1-: Ip q d �r�C�a-Q N,c:- F�a4 � Address Gr��.�� ����/ . [T oc.375-1713 Telephone `1J(O — 41,4 ]— `l, 4 Permit Request RE V 11—D / Rff_P 1_.A C_F_ p irc 0, -7 ,v Square feet:4-st flom:existing- ^ proposed �2nd floor:existing proposed Total new Zoning District Flood Plain 0 Groundwater Overlay Project Valuation 1,��� Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 24YA 99 7) Historic House: ❑Yes $No On Old King's Highway: ❑Yes ';d No Basement Type: °KFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Tote'--Room Count(not including baths):existing new First Floor Room Count Hea4 Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size f (� Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: j r- Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ �= Commercial ❑Yes ❑No If yes,site plan review# Currenf Usey - ' Proposed Use I BUILDER INFORMATION cn M � Telephone-Numbeero Address �<0 Via>�614a i1 R�a14D License# �ALJr5 Fr Y t C Home Improvement Contractor# C>Ca '3-3 5' / 713 Worker's Compensation# I ALL CONSTRUCTION'DEBRIS RESULTING FROM THIS PROJECT WILL••BE TAKEN:TORP jv ® - NSoEF_tz 5, To®x) SIGNATURE DATE 3 1 — 7-C7 CR x � E FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER { E DATE OF INSPECTION: FOUNDATION FRAME - 1 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i r GAS: ROUGH FINAL FINAL BUILDING - DATE CLOSED OUT r ASSOCIATION PLAN NO. ® Apr 24 08 12: 44p C & H. Solt 860 464 9540 p. l ax To: Paul Roma From: Harrison Solt Fax: 508-790-6230 Fax: 860-464-9540 Phone: 508-862-4025 Phone: 860-464-9540 Date: 4/24/2008 Pages: 9 Subject: ; 386 Old Strawberry Hill Road Deck Permit Mr. Roma I have reworked the attached documents as a result of our discussions and your site visit of Thursday April 17, 2008. To minimize paper and FAX time I have only included the documents with changes and the pictorials I believe you do not hold. You currently have our application and plot plan. Please review the attached for compliance and final approval of our permit. Please contact me with any additional questions or comments or if clarification is needed in any area. Thank you for your efforts and assistance on this project. it Apr 24 08 . 12: 44p C & H Solt 860 464 9540 p. 2 386 Old Strawberry Hill Road Deck Specifications (3DDeckatCape3-9-08) Revision B Revision History Revision Date Revision Synopsis A 4/14/2008 1. Addressed comments and clarifications received from first review by P. Roma, Barnstable Building Inspector. A]1 comments incorporated/addressed. 2. Added specific detail on how posts tied to footing and how joists tied to beams. B 4/24/2008 1. Addressed comments and clarifications received from 4/17/2008 site visit by P. Roma, Barnstable Building Inspector. All comments incorporated or addressed. 2. Clarified/amplified use of Simpson or equivalent fastener system. 3. Provides new framing pictorial. 4. Added table of contents. 5. Reformatted narrative into an outline format for ease of review and reading. Table of Contents 1 of 4 Revision Page and Table of Contents 2-4 Deck Specifications 5 3D View from the back 6 3D View from the side 7 Top View of Deck with dimensions 8 Framing pictorial 1 of 4 Apr 24 08 12: 44p C & H Solt 860 464 9540 p. 3 386 Old Strawberry Hill Road Deck Specifications ODDeckatCape3-9-08) Revision B General Specification/Notes Location on property: Same footprint as existing deck as shown on mortgage survey with the exception two additional feet on the rear and rive additional feet on the side. The complete structure is well within the property lines. Finished deck is,forty foot plus from all four property lines.- Septic System: Not applicable, dwelling is attached to city sewer system. Specific Deck Specifications Footings: 1. 10" sono tubes filled with cement, inclusive of some reinforcement bars. 2. Cement to be out of the truck redi-mix or premixed bags (Quickrete or equivalent): 3. Each footing will have an 8" to 10""J" bolt embedded in the center to receive post base hardware (Simpson Strong Tie adjustable post base or equivalent). I Leger Board: 1. Deck will be attached to the home on the rear and side 2. Rear and side of building ledger board will be a 2"X 8"Pressure Treated. 3. Ledger board will be bolted or lagged to the box with % X 5" galvanized lag bolts and washer or galvanized carriage bolts with washers and nuts. 4. Rear ledger board will be bolted or lagged at least in every other bay. 5. Estimate 11 attachments points on the rear ledger board. 6. Side ledger board will be bolted or lagged at least every 18". 7. Estimate seven attachment points on the side ledger board. 8. Ledger boards will be spaced away from the home with a 1'/z"pressure treated . spacer (at each lag bolt location). 9. Ledger boards will also be flashed. 10. Ledger board along rear of home will break at about the 13' point from the right (side facing the rear of the home). Break will be approximately 8' from the left comer of the building (facing the rear of the home). Beam: Main Deck(14' X 29' along rear of home) 1. Double 2 X 10 pressure treated, with spacers, or a 4 X 8 pressure treated beam. 2. Set I from and parallel to the building. 3. Beam break will be positioned over a post. 4. Set on 4 x 4 or 4 x 6 posts, set on footings spaced no more than 7' apart. Estimate a total of five footings. 5. End footings to be approximately 18" from edge of deck. 6. 4 x 4 or 4 x.6 posts will be tied to the footings with post base hardware (Simpson Strong Tie adjustable post base or equivalent) and to the beam with twin post caps, (Simpson Strong tie Twin Post Caps or equivalent). 2 of 4 Apr 24 08 12: 44p C & H Solt 860 464 9540 p. 4 386 Old Strawberry Hill Road.Deck Specifications ODDeckatCape3-9-08) Revision B 7. Deck will cantilever over beam a maximum of three feet. Beam: Side Deck(8' X 14' along Route 28 side of home [South]) 1. Double 2 X 10 pressure treated, with spacers, or a 4 X 8 pressure treated beam. 2. Set on 4 x 4 or 4 x.6 posts, set on two footings each spaced approximately 5' apart. 3. 4 x 4 or 4 x 6 posts will be tied to the footings with post base hardware (Simpson Strong Tie adjustable post base or equivalent) and to the beam with twin post caps, (Simpson Strong tie Twin Post Caps or equivalent). Estimate a total of two footings. Beam: Rear Landing(4' X 8' landing centered on rear side of rear deck) 1. Double 2 X 10 pressure treated, with spacers, or a 4 X 8 pressure treated beam. 2. Set approximately 3' from main deck. 3. Platform will cantilever over beam approximately one foot. 4. Set on 4 x 4 or 4 x 6 posts. 5. Estimate a total of two footings spaced approximately 6' apart. 6. 4 x 4 or 4 x 6 posts will be tied to the footings with post base hardware(Simpson Strong Tie adjustable post base or equivalent) and to the beam with twin post caps, (Simpson Strong tie Twin Post Caps or equivalent). 7. Platform will hang from main deck box and be one-step down from main deck. Deck Joists: 1. 2 X 8 pressure treated set on 12" centers. 2. Joists will be end nailed as well as hung in hangers (Simpson Strong Tie Joist Hanger Double Shear or equivalent). 3. Joists will be tied to beam with hurricane straps (Simpson Strong Tie Hurricane Tie or equivalent). 4. Deck perimeter will be a double box. Landing Joists: 1. 2 X 8 pressure treated set on 12" on centers. 2. Joists will be end nailed as well as hung in hangers (Simpson Strong Tie Joist Hanger Double Shear or equivalent). 3. Joists will be tied to beam with hurricane straps (Simpson Strong Tie Hurricane Tie or equivalent). Decking: 1. 5/4 X 6" composite decking such as Choice Deck, TrecDeck or Veranda Decking. 2. Decking surface will be one-step down from slider threshold. Stairs: 3. The Side Deck will have one 48" wide stair in the left front corner of the deck (standing on the deck looking toward Old Strawberry Hill Road). 4.. The Rear Landing will have a 48"wide stair on each side end of the landing. 3 of 4 Apr 24 08 12: 44p C & H Solt 860 464 9540 p. 5 386 Old Strawberry Hill Road Deck Specifications (3DDeckatCape3-9-08) Revision B 5. Stairs will have a normal rise and tread. LE 6.5" or 7" riser and a 13" or l 2" tread. 6. Treads will be set on three pressure treated stringers. 7. Bottom of stringers will land on a cement pad. 8. Stairs will have graspable handrail caps tied to top posts. Rails: ` 1. Combination of 36" high horizontal raitsystem and six-foot high privacy screen. 2. Privacy screens to be on sides and the rear corners, horizontal rails elsewhere, including down outside of each stair. 3_ Spacing between horizontal rails will be a maximum of 5"_ Under Penning: The sides and rear of the deck will have lattice under penning. Non-Load Bearing Supports: If deemed appropriate/necessary non-load bearing 4"X 4"posts may be installed at strategic points to add additional stability to the deck or eliminate any perceived deck spring. These posts are not intended to be load bearing. I.E. Next to stair on side deck. These posts will be set in precast commercial deck pier blocks set in a puddle of cement. 4of4 Apr 24 08 12: 44p C & H Solt 860 464 9540 p. 6 3D View of Your Deck � � a- Apr 24 08 12: 45p C L H Solt 860 464 9540 p. 7 3D View of Your Deck ri Apr 24 08 12: 46p C & H Solt 860 464 9540 p. 8 Top View of Your Deck The Scale is 1/8" - 1' I91 4 I----' 10 � 74 311 m Cr n t t v s ' u , • i � 3• - J m E z is i r', „ 1 ''� � •.,' .,• �: ,: it tr N ' Q � '1 I t ; c j. �- i Ili ; ;: ; � E l y t` i i ( ' 1• Ar (A 13 qj 'i i ! 3 ' ! i1 t rt !� !� t' �• C+ ' f , I I , i r I v y OJIQ "M. k i i 1 CD CD (m - n i t 386 Old Strawberry Hill Road Deck Specifications General Specification/Notes Location on property: Same footprint as existing deck as shown on mortgage survey with the exception two additional feet on the rear and five additional feet on the side. The complete structure is well within the property lines. Finished deck is forty foot plus frorn all four property lines. Septic System: Not applicable, dwelling is attached to city sewer system. Specific Deck Specifications i M IF, Footin : 8" no tubes filled with cement, inclusive of some reinforcement bars. Cement out of the truck redi-mix or premixed bags (Quickrete or equivalent). Posts: If deemed appropriate/necessary non-load bearing 4"X 4" posts may be installed at strategic points to add additional stability to the deck. I.E. Next to stair on side deck. These posts will be set i(precast commercial deck b oc s —) Leger Board: Deck will be attached to the home on the mar and side with a 2"X 8" Pressure Treated ledger boar bolted or lagged to the box. Beam: Main Deck(14' X 29' along rear of home) Double 2 X 10 pressure treated 10' from and el to the building. Set on 4 x 4 or 4 x 6 posts, set on footings spaced no �1 X more t an 10' part. Estimate a total of 4 footings. Beam t t 10' from the rear 50 tJ n building wall. Deck to cantilever over beam approxim e1y four fe . —r" FAL ` Beam: Side Deck(8' X 14' along Route 28 side of home [South]) 2 double 2 X 10 pressure treated beams set perpendicular to the side building. Set 4 x 4 or 4 x 6 - posts, set on two footings each spaced approxim ely 9' art. Estimate a tota o -? �k A footings. .� r M A)( -O Beam: Rear Landing(4' X 8' landing centered on rear side of rear deck) 1 double 2 X 8 pressure treated set parallel to the main deck beam and approximately 3' from main deck. Set on 4 X 4 posts, set on footings spaced Approximately 6' apart. Note: rear landing will hang from main deck box and be one step down from main deck. Deck oists: 2 X 8 pressure treated set C 6" c nters if pressure treated decking is used 12" n centers if composite decking is use . Joists will be end nailed as well as hung in angers. r Landing Joists: 2 X 6 pressure treated set on 16" centers if pressure treated decking is used or 12" on centers if composite decking is used. Joists will be end nailed as well as hung in hangers. Decking: 5/4 X 6" pressure treated or composite decking such as Choice Deck, TrecDeck or Veranda Decking. �� Lc�l OTC 1 of 2 t� ' '�J -- 386 Old Strawberry Hill Road Deck Specifications Stairs: The Side Deck will have one 48" wide stair in the left front corner of the deck (standing on the deck looking toward Old Strawberry Hill Road). The Rear Landing will have a 48" wide stair on each side end of the landing. Stairs will have a normal rise and tread. I.E 6.5"or 7" riser and a 13" or 12" tread. (]R:aiI:s-. '—ombination of 36" high horizontal three rail system and six foot high privacy Privacy screens to be on sides and the rear corners, horizontal rails elsewhere, including down outside of each stair. Under Penning: The sides and rear of the deck will have lattice under penning. 2 of 2 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers"Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ( Please Print Legiblv Name(Business/Organizatio dividu : . AR,R 1 SQ AJ N j�T JJJ Address: IJn V 1Ngc_s- )4 i 6�_ 2y r4D City/State/Zip:G A►-r-S CE P_ Y G i Phone.#: $ o 4 to S O Are you an employer? Check the appropriate bog: .Type of project(required):. 1.❑ I am a employer with 4• ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction . 2.❑ I am a'sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance.$' required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions officers have exercised their 3.B(I am a homeowner doing all work . 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.F Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13. Other 990 o i comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under t e pains a id penalties of perjury that the information provided above is true and correct: Si afore: Date: 3 — /Q " d 9 _ Phone#: $(�r0 4(a, C ,j 40 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#: / tME pyy i V r r to V 1 A.F t:al aaa L, MA\+ Regulatory Services s�xNsrs�s�•�' Thomas F. Geiler,Director •i+aess. 9�pTec► ��� Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.,barnstable.ma.us Face: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement;removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which'are adjacent to such residence or building be done by registered contractors,with certain exceptions,along Rzth other requirements. Type of work. Relb y+�-D C-4 15�1 i o..%. D&<•1_. Estimated Cost Address of Work: �� 01.D 5-:MA 01,35.RR`/ #1LL'4L. AD, µ y A rJN► 5 , M A . '0.21,01 Owner's Name: N Rt 50 s tJ.t C A041-00 M - Date of Application: 3 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law FIJob Under$1,000 []Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date 4 Contractor Signature Registration No. /Olt- R Date Owner's Signature Q;A?f!1es,f6=:homeaffiday Rev 060606 5 r SHE T Town of Barnstable �Op Regulatory Services BARNSrABLE, : Thomas F.Geiler,Director MASS. 039. .0� Building Division Argo May A Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA 02601 vt,ww.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 2 Please Print c,�DATE•_ Jp� JOB,L OC—ATION_: _;3 O ( Q U S—rP—A �1b r-_R-I_Y 14 1 l r�/ti A"D �`i ]'I'T/U I U I S number street village �1 name ,/ n home phone# work phone# CUR.RENT'MA1L-ING ADDRESS;`-1c� V I W i�Gl� � I 1---1� R� �� GRL_r-_s rcr&& �.� 0c,33 S- 17i3 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that be/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations: The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and req ' ements Signature of=Homeowner��,�� Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt SHErati Town of Barnstable ` Regulatory Services BaxxsTest.E Thomas F.Geiler,Director 'OrEnnsxt16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 u www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner.must Complete and Sign This Section If Using A Builder i f as Owner of the subject property j hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION i LOT 4 7v' ` P rir.=�i A� L?\ ''/•I•lIII �' � � �• oar 1 Q LOT 5 �I) 1Cl�/. •.I L J r � LOY' 6 r` J� 1 RL:S; LUNi:• 'h'C.'-1' T;us MORTGAGE INSPEC:TION Illan islse For � FLoc n zv. ,r v�;� '.. TOWN; - `'------------- EGA `r OWNER, Bank ( Only �[,S1' d LZ i�ttZY W�+ Sl:� QF-& t tl!NT----------. DEED H UFX: HARRISONK 5OLT L7 & CAROLYN M. .SOM' DATE, _ PLAN REE' 395:'63 SCALE:1 r HF Ttir F Y c x'rir Y TO NL( -9-------- -- _S�; -------------THAT THE BUILMNI C, YANKL E QTJRVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND SHOWN CON, LTANTS' IV �. TO T'H7 70NiNG LAW SETEAGK REQUIF EMENTS OF THE hl!�#DTHEw 40y IPli)US'T'KY ROAD T014N OF _ 8AL'V,�TABMIZ—__—_______AND THaT �� ►+OCL 34r99 M:.R: TGNS MQ.LS', MA. O'2Ua8 IT L'()ES MT....- LIE WtTHTN TTdF 71FC'iATr FT-Ok-., � H47,•ARr) a ��+nTsQ„ TEL: 428 0055 ATZEA AS LzHOWN OIL THE D. MAP DATED r4fl�lfi"`i °t`�� �� o0_c,753 Co •3n tv- ne? /',50�C7 Q Q" F Av: StRVEY.THLS ANOTUT MADE TO BE USED AN I S'1"ftU!AIr a��Bi� L1j ED FOR FENCES ETC. INIf NOS-,IM :01 k'` a6c-d :Vdb�t: �t 6E 9 TAG ;£S99 :A OZb 809 t :A4A,;ng oo�uaA g ;u®g 386 Old Strawberry Hill Road Deck Specifications General Specification/Notes Location on property: Same footprint as existing deck as shown on mortgage survey with the exception two additional feet on the rear and five additional feet on the side. The complete structure is well within the property lines. Finished deck is forty foot plus from all four property lines. Septic System: Not applicable, dwelling is attached to city sewer system. Specific Deck Specifications Footings: 8" sono tubes filled with cement, inclusive of some reinforcement bars. Cement to be out of the truck redi-mix or premixed bags (Quickrete or equivalent). Posts: If deemed appropriate/necessary non-load bearing 4" X 4" posts may be installed at strategic points to add additional stability to the deck. I.E. Next to stair on side deck. These posts will be set in precast commercial deck blocks. Leger Board: Deck will be attached to the home on the rear and side with a 2" X 8" Pressure Treated ledger board bolted or lagged to the box. Beam: Main Deck(14' X 29' along rear of home) Double 2 X 10 pressure treated 10' from and parallel to the building. Set on 4 x 4 or 4 x 6 posts, set on footings spaced no more than 10' apart. Estimate a total of 4 footings. Beam to be set at 10' from the rear building wall. Deck to cantilever over beam approximately four feet. Beam: Side Deck(8' X 14' along Route 28 side of home [South]) 2 double 2 X 10 pressure treated beams set perpendicular to the side of the building. Set on 4 x 4 or 4 x 6 posts, set on two footings each spaced approximately 9' apart. Estimate a total of 4 footings. Beam: Rear Landing(4' X 8' landing centered on rear side of rear deck) 1 double 2 X 8 pressure treated set parallel to the main deck beam and approximately 3' from main deck. Set on 4 X 4 posts, set on footings spaced Approximately 6' apart. Note: rear landing will hang from main deck box and be one step down from main deck. Deck Joists: 2 X 8 pressure treated set on 16" centers if pressure treated decking is used or 12" on centers if composite decking is used. Joists will be end nailed as well as hung in hangers. Landing Joists: 2 X 6 pressure treated set on 16" centers if pressure treated decking is used or 12"on centers if composite decking is used. Joists will be end nailed as well as hung in hangers. Decking: 5/4 X 6" pressure treated or composite decking such as Choice Deck, TrecDeck or Veranda Decking. l of 2 386 Old Strawberry Hill Road Deck Specifications Stairs: The Side Deck will have one 48" wide stair in the left front corner of the deck (standing on the deck looking toward Old Strawberry Hill Road). The Rear Landing will have a 48" wide stair on each side end of the landing. Stairs will have a normal rise and tread. l.E 6.5" or 7" riser and a 13" or 12" tread. Rails: Combination of 36" high horizontal three rail system and six foot high privacy screen. Privacy screens to be on sides and the rear corners, horizontal rails elsewhere, including down outside of each stair. Under Penning: The sides and rear of the deck will have lattice under penning. 2 of 2 ju view of Your uecK Pf^ it"� 1'�pYJ�aQyi�P�`T nM,�. ✓ �`. fL p- �l�;t' �� 3.� ,ems. �.� a '✓R. ^�E �. ,,�` r wr x as :. ' ' l I op view of Your Deck ` The Scale is 1/8" : 1' 33'7' 10, 14' 3'11 1 �^ �• p�iI�IIIIII � ..� � a, i Cp PT Fts I ju view of Your ueCK E 'y�'f, ,w.`=•� y, �. ,�,1'y.tg''�r:� g'� ��Y+;�s�^*.�}i 'taa��f y��' � ��: 4 v{+. � V t I op View of Your Deck The Scale is 1/8" : 1' 1'7' 4' 10' 14' 3'11' _ !--------------- --�-,-,- --------------- r`l�i p I �I i NIy � j Iptllil� i I � I �p t i i i 1 R i a 1.. T a D. ax d o r SHED REGISTRATION location of shed(address) property owner's name size of shed J-7 ;10e Z�7 sign re date 7 -,/ Old King's Highway Historic District Commission jurisdiction? THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN shed f D N . V 0 r • saso �7, 0 � i29 .. .. � 2�y.o�p •.� G.o4 �Q.2G 0. ..• �.,5 N32,i9 zc.o Q ` I /7 /30•Z 3 oV,6/L /A/ /0" P/NE O M L—O T Co LEA/, 67 50 N 6 V!� TOWN OF BARNSTABLE ZONING BY-LAWS DATED FEB 1985 AN of er'p _ ZONE: RC-1 PAUL Csa R. SETBACKS RYLL No. FRONT 30' y 32448 oe ass °Fc�srcaE°QS+ SIDE a 15' °NaL LANDS° REAR 15' PROPERTY LINES SHOWN HEREON WERE COMPILEO.. FROM PLANS OF RECORD AND DO NOT REPRESENT PROJECT NO. 3-1345-05 AN ACTUAL SURVEY ON THE GROUND. THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON MAR 27 1986 in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION, BARNSTABLE- , MASS. THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE:1" - 20' MARCH 27 1986 SHOULD NOT BE USED FOR ANY OTHER PURPOSE. BSC / CAPE COD SURVEY CONSULTANTS CA7 Po " 3261 MAIN STREET DATE. PROFESSIONAL LANDSUMEYOR BARNSTABLE VILLAGE, MA. 02530 (617)362-B133 Assessor's map and lot number THE Sewage Permit number G' r,2 .. i1. . a,.. B STUD P •"house number..`:.............................................5.,.-!.*+.}�:...... ..•SJ... 9� AM �0 6HH L \ ti .. O M639. `e ��MPY Or .. R TOWN, OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION .......w00ti )ft.a.1()...:................................................. Se tembe V TO THE INSPECTOR OF BUILDINGS: The. undersigned hereby applies for a permit according to the following information: LocationLAire..#..................................................................:......................................'.....................::....:..::......:.....:.... . ............ Proposed Use ......5 Old Strawberry Hi11. Road Hyannis hla. ............................................................................................................................. ...... :..:...................... Zoning District R C.-.1. �jyaTi�1 B.................:. .... ................................. .............Fire District ...... .. ry i,. Name of Owneeapr.j£aj.M..Rea:ty..Tr--US t............'.Address 765...Fa]-MoUth..Re ad,.. Hyanni-S......Ma.8s I: Name of Buil]Td'r'aneo...Real..,Est.,.DaV*Cow.#.In-ov,Address &:"............................................................. Name of Architect }, ..................................................................Address .................................................................................... f Number of Rooms ...S1,X.......................................................Foundation. ...... + Exterior Gla •bpA,n;Y,�•-an or...Shin2 Shingles..................Roofing � � � s� ...........A•sp�taa�...Shingle.g......................�..... ?. Floors ........'.....................................Interior ........... z ..Ca.r.pet................................................................................... •S•hegtrock.................................................. Heating Gas.....,.,..... 'will.A.,,.................................................Plumbing Twa or k: FireplaceNone..........................................................................Approximate. Cost ..., 4Gj:000-i 0l).....0.............................. Definitive Plan Approved by Planning Board --------------------------------T9--------. Are r 12�.B- �f sq:. ft.*......:.. Diagram of Lot and Building with Dimensions Fe s� x SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 A OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS r' 11 hereby agree to confoFm to.,all the Rules and Regulations.of the Town of Barnstable regarding the above construction. NameL ............ t �.. Pres. T Construction Supervisor's License .r ..._ € .................... 000989 CAPRICORN REALTY TRUST A=272-3- No 29136 permit for .. 1 i story single ,family„dwelling .................................... Location Lot•„•#.5......386.. Old Strawberry -s Road, Hyannis . .. Owner Capricorn Realty Trust ........................................................... Type of Construction frame .. .......................... ............................................................................... Plot ....................... Lot ................................ Permit Granted A ril 3 1986 .................... Date of Inspection Date Completed ......................................19 i 'A�sessor's map;and'lot.number':Q.7.Q..-.�................ '31' ` - y l T{� CFTHEtp� �. Sewage Permit number V�..y. House number ...................................Lf .0 .'/...�:R-1.,;4 • t 5' oB �� AH3'9 l MABa t6 TO'-N OF BARNSTABLE' r r �' ":• • f RUILDIHG; INSPECTORK. Construct Si le Fame �Dwel3.in �Yr� �4 +APPLICATION. FOR PERMIT TO . . .. y ;x i t i. - y -:TYPE'OF CONSTRUCTION Wood Frame September { x TO THE INSPECTOR OF BUILDINGS. y _ ¢ �, ..r - r X F t x £ { s+r ?5 t •`Ls5 The!undersigned liereby applies: for`a,permj according to• the following'?information �_� �z x^ a 5 Old Strawber �7 ,-;A ' Loca:fion �� P r•Y. '}�� Ro ...... Proposed Use «• : F , !� : , u : w `Zoning District R C .. a .. •Fire District yElZl21'�t3 Namd of Owhj rCaPA-4in:--R,ea1,.ty jrust. :Address=.7,65 Fa.�1mputh .Rc;kacly Name 'of .Bur .T)i~Y..CO.«*.IAQ.A:ddress :S&fie 1 • Name of Architect ......... Address .......:. 3 Number of--Rooms S X .. ........Foundation .::.:.}� �`,� :. .. r r Exterior Clapboard..:a21d,/or::+Sh n 65...::. :...`•Roofihg A.Sp g S t�ngie's 3 e Flao'rs ° .CE�r. Bt Interior` P -Sheetraak z k� h + } Heating GELS } Plumbing TWQ COj7p8Y` ' *� � W••_ -- Fir-placelQQXI�.:..:" :....:. :.... Approximate. Cost ... +40 r_04©v04 .Definitive Plan Approved by`Planning Board ______________________________19 __�___. Area- 'Diagram_of lot-and Buildin"g with Dimensions Feed.. r s a SUBJECT TO APPROVAL. OF BOARD OF HEALTH ? , c ..y i y V OCCUPANCY PERMITS_REQUIRED FOR NEW DWELLINGS I hereby agree to conform,to all the Rules and Regulations.of the Town of Barnstable.regarding the above ! I, construction. Name Pre s."• a <` Construction. Supervisor's-License .................................... ' . i 00989 �.. .CAI?RICO_RT1 REALTY TR. A=277'�3 _ 29136' 11, story single p No Permit for fami-ly dwelling ........................................................... t. 1 Location Lot. ....#5 386. . ....01.d...Str. . a...wberry.... .... .. ........ .. .. . .... .. .. .. .... ..... ... ,Hill Road, Hyannis ....... .............. ................... Owner..,Capricorn_ Realty Trust ... ' y - j'Type of Construction frame .............................................................n......h...... Plot ............................. Lot ...................... _ Permit Granted ...........A .fi l.... ...........198 6 Date of*Inspection :! ...r6....19f4 Date Complete /..1.... ®......19 � e-p+ r -S ; k TOWN OF BARNSTABLE BUILDING DEPARTMENT _ »1T be TOWN OFFICE BUILDING rrua t639' �� HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit $ ....... /.3�a. ...... .. ............ ..................... ......................... ............................... ..................................... issued to ..!....r............. ...........................................5� �. .. G ✓�/.�f j�.^�� 1'`r ' r Please release the performance bond. I ) _w"M -N, �.TRlr APPLICANT COPY 6P YELLOW* PPLI Y , BUILDING : N PERM I . A R N S-Ti-A"B"L"Ji M A'S S'A C'H''.U S E t' t* Alffil7To'xivF'oA T VALIDATION " -72 4 A02 -; ". N If. ,17 ? 3v �OXTE� PERMIT ig { APPLICANT PP ADDRESS Ly rand LICANT,-�- estate,� y9v SS Same RE .0 0989: Al -f (NO )I', C,914TR�S;L1,CENSE) Is T R E E TY, IM, NOVIdt, R OF Well 9 DWELLING UNITS EW4OTERMIT�70 le aiilvo'::' "BiA. N&I'l i. iiii STORY F (TYPE OP NO. I p V ("goos IMPROVEMENT) ZON I NG NiAl 'i ti, Ifilk Roid..� 2-1 "RC T; T'TAWOCKTIONY��= Stf� �2­-V TR,IC 4...... ....... k4. EN %'(CROSS SMRE&-) (CROSS STREET).:: LOT lof -,'��SUBDIVIS'10 - RI n(-,K 'S I ZE' 5. -�T HALL D'I kG IS"T6;6E'� _, _ p F LUNG BY FT,:.,-�l N'j E I G HT,,YA N D .5 CONFORM IN:CONSTRUCTION 7—7 .7 R'FOUNDATION TA TO'TYPE! 7, BASEMENT:WALLS'OR Q F, F. "REM ARKS ."t'. b 'AREA, 68-•5 ,Q PER MATED v 0 E Gwvlw-bq -�FEET),-- �4 UARt -Q f N .7 u- OWNEW�,-:'fr�� Tr' N-v WZ`Ii'14,��-4` 9 ?Vpq 2; 0 COVERING STRUCTURAL L QUI suc BU I NG W-16'L L N 0 T -�MEMBERS(READY TO LATH). RED BE OCCUPIED UNTI g4 *`-,-i3.,'FINAL INSPECTI914 BEFORE NSPE �917EN MADE FINAL L I N H OCCUPANCY.. POST THIS CA'Dh 'SOAT IS VISIBLE FROM STREET. . iN -,B Ul LDI N G INSPECTION APPROVALS PLUMBING INSPE ON APPROVALS 'ELECTRICAL INSPECT" CTI ION APPI4,OVALS a— 71 K 2 2 r CTI�4G APPROVALS HEATING NSPF 5w DIVISION RING LS 0 7,H'E R 12 2 ft WIDE, E USE GROUP. Wt;RK MALL NCT PROCEED-EEl S UNT;L THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION......... INSPECTIONS INDICATED ON THIS CARC 4 N BE ARRANGED FOR BY TELEF -94s. nNTHS OF DATE T CA 4- HE HON E RWT Is Issuelo NOTED OR Y!PITTE NOT-IFiCATION, J 01 n.' "`TME'b• TOWN OF BARNSTABLE Permit No. .29.1. 6...... BUILDING DEPARTMENT D°81n TOWN OFFICE BUILDING Cash HYANN IS,MASS.02601 Bond ..... CERTIFICATE OF USE AND OCCUPANCY Issued to. Capricorn Realty Trust Address Lot #5, ' 386 Old Strawberry Hill Road Hyannis, 14assachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. February..3......... 19.... ......... Building Inspector Mag 20 08 11 : 08p C & H Solt 860 . 464 9540 p. 1 ax I To: . Paul Roma From: Harrison Solt Fax: 508-790-6230 Fax: 860-464-9540 Phone: 508-862-4025 Phone: 860-464-9540 Date: 5/20/2008 Pages: 9 Subject: 386 Old Strawberry Hill Road Deck Permit Mr. Roma I made a modification to my deck plan for the subject property. I removed the set of stairs that was embedded in the front corner of the side deck. In place of the stairs, I have added a platform and double set of stairs on the side similar the rear platform and stairs. In addition, I have up-dated the specification write up to include the new platform. As a result of the changes,I have issued Revision C to the plan. While I do not believe this change alters the original basic design or impacts the permit . as you approved it to this point, I felt obligated to up-date you on the change and provide you with up-dated documents. Attached is a fresh set of plans and specifications. I have faxed you a complete set so the Revision A& B documents you hold can be retired in their entirety. It is noted that you have on file my property plot plan and initial application which still applies. Please contact me with any additional questions or comments or if clarification is needed in any area. I received a phone call that the permit was approved and "in the drawer", ready for pick-up. I hope to pick up the permit the first of next week. Thank you for your efforts and assistance on this project. i Mag 20 08 11 : 08p C & H Solt 860' 464 9540 p. 2 386 Old Strawberry Hill Road Deck Specifications ODDeckatCape3-9-08) Revision C Revision History Revision Date Revision Synopsis A 4/14/2008 1. Addressed comments and clarifications received ,from first review by P. Roma, Barnstable Building Inspector. All comments incorporated/addressed. 2. Added specific detail on how posts tied to footing and how joists tied to beams. B 4/24/2008 1. Addressed comments-and clarifications received from 4/17/2008 site visit by P. Roma,Barnstable Building Inspector. All comments incorporated or addressed. 2. Clarified/amplified use of Simpson or equivalent fastener system. 3. Provides new framing pictorial. 4. Added table of contents. 5. Reformatted narrative into an outline format for ease of review and reading. C 5/20/2008 1. Eliminated stairs embedded in "D" deck (side deck). Replaced stairs with a 4' X 6' platform on the side of"D" deck with stairs on both sides of platform. This arrangement is similar to "A" platform on the back of"B/C" deck. 2. Added side platform to specification section. 3. Repositioned "D" deck beam 3' from the Old Strawberry Hill Road edge of the deck. Table of Contents 1 of 4 Revision Page and Table of Contents 2-4 Deck Specifications 5 3D View from the back 6 3D View from the side 7 Top View of Deck with dimensions 8 Framing pictorial l of 4 Mai 20 08 11 : 08p C & H Solt 860 464 9540 p. 3 386 Old Strawberry Hill Road Deck Specifications (3DDeckatCaye3-9-08) Revision C General Specification/Notes Location on property: Same footprint as existing deck as shown on mortgage survey with the exception two additional feet on the rear and five additional feet on the side. The complete structure is well within the property lines. Finished deck is forty foot plus from all four property lines. Septic System: Not applicable, dwelling is attached to city sewer system. Specific Deck Specifications Footings: 1. 10" sono tubes filled with cement,inclusive of some reinforcement bars. 2. Cement to be out of the truck redi-mix or premixed bags (Quickrete or equivalent). 3. Each footing will have an 8"to 10" "J" bolt embedded in the center to receive post base hardware (Simpson Strong Tie adjustable post base or equivalent). Leger Board: 1. Deck will be attached to the home on the rear and side 2. Rear and side of building ledger board will be a 2"X 8"Pressure Treated. 3. Ledger board will be bolted or lagged to the box with '/z"X 5" galvanized lag bolts and washer or galvanized carriage bolts with washers and nuts. 4. Rear ledger board will be bolted or lagged at least in every other bay. 5. Estimate 11 attachments points on the rear ledger board. 6. Side ledger board will be bolted or lagged at least every 18". 7. Estimate seven attachment points on the side ledger board. 8. Ledger boards will be spaced away from the home with a 11/z"pressure treated spacer (at each lag bolt location). 9. Ledger boards will also be flashed. 10. Ledger board along rear of home will break at about the 13' point from the right (side facing the rear of the home). Break will be approximately 8' from the left corner of the building(facing the rear of the home). Beam: Main Deck(14' X 29' along rear of home) 1. Double 2 X 10 pressure treated, with spacers, or a 4 X 8 pressure treated beam. 2. Set 11' from and parallel to the building. 3. Beam.break will be positioned over a post. 4. Set on 4 x 4 or 4 x 6 posts, set on footings spaced no more than 7' apart. Estimate a total of five footings. 5. End footings to be approximately 18"from edge of deck. 6. 4 x 4 or 4 x 6 posts will be tied to the footings with post base hardware (Simpson Strong Tie adjustable post base or equivalent) and to the beam with twin post caps, (Simpson Strong tie Twin Post Caps or equivalent). 2 of 4 May 20 08 11 : 08p . C & H Solt 860 464 9540 p. 4 . 386 Old Strawberry Hill.Road.Deck Specifications (3DDeckatCaye3-9-08) Revision C 7. Deck will cantilever over beam a maximum of three feet. Beam: Side Deck(8' X 14' along Route 28 side of home [South]) 1. Double 2 X 10 pressure treated, with spacers, or a 4 X 8 pressure treated beam. 2. Set on 4 x 4 or 4 x 6 posts, set on two footings each spaced approximately 5' apart. 3. 4 x 4 or 4 x 6 posts will be tied to the footings with post base hardware (Simpson Strong Tie adjustable post base or equivalent) and to the beam with twin post caps, (Simpson Strong tie Twin Post Caps or,equivalent). Estimate a total of two footings. f Beam: Rear Landing (4' X 8' landing centered on rear side of rear deck) 1. Double 2 X 10 pressure treated, with spacers, or a 4 X 8 pressure treated beam. 2. Set approximately 3' from main deck. 3. Platform will cantilever over beam approximately one foot. 4. Set on 4 x 4 or 4 x 6 posts. 5. Estimate a total of two footings spaced approximately 6' apart. 6. 4 x 4 or.4 x 6 posts will be tied to the footings with post base hardware (Simpson Strong Tie adjustable post base or equivalent) and to the beam with twin post caps, (Simpson Strong tie Twin Post Caps or equivalent). 7. Platform will hang from main deck box and be one-step down from main deck. Beam: Side Landing (4' X 6' landing opposite sliding door onside deck) 8. .Double 2 X 10 pressure treated,,with spacers, or a 4 X 8 pressure treated beam. 9. Set approximately 3' from main deck. 10. Platform will cantilever over'beam approximately one foot. 11. Set on 4 x 4 or 4 x 6posts. 12. Estimate a total.of two footings spaced approximately 4' apart. 13. 4 x 4 or 4 x 6 posts will be tied to the footings with post base hardware (Simpson Strong Tie adjustable post base or equivalent)and to the beam with twin post caps;(Simpson Strong tie Twin Post Caps or equivalent). 14. Platform will hang from main deck box and be one-step down from main deck. Deck Joists: 1. 2 X 8 pressure treated set on 12"centers. 2. Joists will be end nailed as well as.hung in hangers (Simpson Strong Tie Joist Hanger Double Shear or equivalent). 3. Joists will be tied to beam with hurricane straps (Simpson Strong Tie Hurricane Tie or equivalent). 4. Deck perimeter will be a double box. Landing Joists: 1. 2 X 8 pressure treated set on 12"on centers. 2. Joists will be end nailed as well as hung in hangers (Simpson Strong Tie Joist Hanger Double Shear or equivalent). 3 of 4 May 20 08 11 : 08p C a H Solt 860 464 9540 p. 5 386 Old Strawberry Hill Road Deck Specifications (313DeckatCape3-9-08) Revision C + 3. Joists will'be.tied to beam with hurricane straps (Simpson Strong Tie Hurricane Tie or equivalent). Decking: 1. 5/4 X 6" composite decking such as Choice Deck, TrecDeck or Veranda Decking. . 2. Decking surface will be one-step down from slider threshold. Stairs: 3. The Side Landing will have a 48"wide stair on each side end of the landing. 4. The Rear Landing will have a 48"wide stair on each side end of the landing. 5. Stairs will have a normal rise and tread. I.E 6.5" or 7"riser and a 13"or 12" tread. 6. . Treads will be set on three or four pressure treated stringers. 7. Bottom of stringers will land on a cement pad. 8. Stairs will have graspable handrail caps tied to top posts. Rails: 1. Combination of 36" high horizontal rail system and six-foot high privacy screen. 2. Privacy screens to be on sides and the rear comers, horizontal rails elsewhere, including down outside of each stair. 3. Spacing between horizontal rails will be a maximum of 5". Under Penning: The sides and rear of the deck will.have lattice under penning. Non-Load Bearing Supports: If deemed appropriate/necessary non-load bearing 4"X 4"posts may be installed at strategic points to add additional stability to the deck or eliminate any perceived deck spring. These posts are not intended to be load bearing. I.E.Next to stair on side deck. These posts will be set in precast commercial deck pier blocks set in a puddle of cement. r Created By Si atur Date H. H. Solt III 5"-.2a - ,20ru G' 4 of 4 May 20 08 11 : 09p C & H Solt 860 464 9540 p. 6 3D View of Your Deck . .:,�.yfi:;,:j I.ZC�l.4a A"5.�3;w:{Yl': 4`p. �. +r:J. 777'+` ;'s%ev1's:F r�+v'.�v+"K 3':a•�.J1.:mp�_''Li 7 i.. I r May 20 08 11 : 09p C a H Solt 860 464 9540 p. 7 3D View of Your Deck ' May 2.0 .08 11 : 09p C a H Solt 860 464 9540 p. 8 Top View of Your Deck The Scale is 1/8" : 1' Ibo _ r-C Oo --- — c-e, e � v E l ; Till 1 . { Q I I � I � � � ; '�: I f• i � i 1- S. 'i 1 '• I i. Q° t i ttt + j F i t+ - L . I 1 ILI [51 4 I f (ILI zr �........ .- 4CD VIA Q � u � t SO N O -ru A i Q1 , ... N • V ' V n�. 345 ,,E 0 /IZ9 a 3 ©M Z—D T LEA/, 67 SO Ay 6 {/l7 TOWN OF BARNSTABLE ZONING BY-LAWS DATED FEB 1985 ZONE: RC- 1 9 o� Pik RuL GY SETBACKS R No. 2448 3 FRONT 30' 9 24 Q �ss�9FcisrERE°oQ, SIDE 15' °Nat LAWS REAR 15' PROPERTY LINES SHOWN HEREON WERE COMPILED FROM PLANS OF RECORD AND DO NOT REPRESENT PROJECT NO. 3-1348-05 AN ACTUAL SURVEY ON THE GROUND. THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON MAR 27 1986 in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE MASS . THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE: i" - 20' MARCH 27 1986 . SHOULD .NOT BE USED.-FOR ANY OTHER PURPOSE. BSC / CAPE COD SURVEY CONSULTANTS c� 27 �Po _ _ 3261 MAIN STREET p TE PROFESSIONAL LANDS EYOR BARNSTABLE VILLAGE, MA. 02630 (617) 362-8133 r hl� •