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HomeMy WebLinkAbout0022 STUDLEY ROAD .. � �� --� 1 h Home Energy Raters LLc • "BTorrey@EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-5037 2233 ' • s f 1 .,. i ' = fat .t` Duct Leakage Test Address - 22 Studley Road Hyannis, MA 02601 S Date - November 12, 2012 ' Contractor - Vollmer and Son Construction Test Type - Rough In - Total Leakage Conditioned floor area =2840 Sq Ft To comply with Section 403.2.2.0f the 2009 .IECC Code in this home the Maximum duct leakage CFM < 170 CFM (2840/100 x6 = 170) Duct leakage tested = 88 CFM This Home complies with Section 403.2.2 Of,the 2009 IECC Code ,. Test Mode - Pressurization' Q , Test Pressure = - 25.0 Pascals Equipment Series B Minneapolis Duct Blaster , ' Duct Leakage as Percentage of Floor area =3.10 ^% -- , • M Contact our office with any-questions,: F Bruce Torrey;." , Certified HERS Rater Home Energy Raters LLC` : ,, Telephone: 508/563-6049, COLONY INSULATION, INC. 28 Jonathan.Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR: VOl�r►�✓ 'f's0/�I JOB SITE ADDRESS: Gaya �j -��-'1.:,"�N�, 4y . DATE: AREA THICKNESS R-VALUE Ceiling n Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes t Exterior W all Garage Hse. Wall W alkout W all Cathedral Wall Blockers Overhang Stair/Risers All R-values and thickness measurements are d e ed to be accurate by the following installers: TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM t CORBONDelli Spray insulation•System' Technical Data Sheet T ica PPh sicai SPro ernes ASTM Method CORBOND•-III, ID-1622 2.0.Ib/cu.ft. Nominal Density 25 psi Compressive strength (1") D-1621 D-1621 20 psi L. Compressive Strength (V) D-1940 >905b Closed Celi.Content K Factor C-518 (initial) 0..15 (aged) 0.16 C-1029-07 (180 day) R Factor. C-518 (Initial.) 6.6 (aged)' 6.2 C-1029-07 (180 daY) Water Absorption 0-2842 , 0.020 (gm/cc) 51, Water Vapor Transmission - �E-96 (calculated) 59P Pe O 00�'L/S/m2 t; Air Infiltration E-283-04 (1,57 psf) (40,001 cfm/fM 300 Pd 0.001 L/S/m2 (6.24 psf) (<0,001 cfm/ft2) Air Petmeance E-2178-03 75 Pa =0.000055 L/S,m�.Pa 0,000117 ft3/min,m2.P0 300 Pa 0000024 L/S.m2.Pa 66000051 ft3/min.m2.Pa Sound Transmission Coefficient (STC) E-90-90 & E413-87, 36 (STC) 2 x a wood stud, t 6"on centers, 2,76"of COIISOND®.15/32"exterior 056 sheeting,,w gypsum wallboard, Recycled Content 16.5% NOTES: 1.This Information is intended only as a guide for design purposes:7 e values shown are the overage values obtained from sprayed laboratory.samples. The test:methods were performed per the ASTM Book of Standards. 2. K Factor varies depending on age and Use conditions, *Aged 180 days per Federal Trade�Commission 16CFR Part 460 ' The information herein is to assist customers In determining whether our products are suitable for their applications. We request that customers Inspect and test our products before use and satisfy themselves as to content and suitability. Our products ore intended for sole to.industrial and.commerclal customers for processing, We warrant that our products will meet our written specifications,Nothing herein shall constitute any other warranty express or Implied,Including any warranty of merchantability or fitness,nor IS protection from any low or patent to be Inferred. The exclusive remedy for.ail proven claims is replocemenf of row materials and In no ev9nt shall we be lioble for special,incidental or consequential damages, Corbond Corporation LeCORBOND, 32404 E:Frontage Roed Bozeman,MT 59715 Performance Insulation Tbll Free:(588)949-0089 Fax:(405)586.4594 rk"amayetxn vaww,cror►ond.com"'ealeo®cvrband,oam ._- -..:r a 'TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION Map 3 b6 ' Parcel ® 19 :Application Health Division Date Issued "1 �- Conservation Division Application Fee . Tax Collector Permit Fee o �� Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address c�o2 S T IAPLC� ROAD Village HZ/ AA S , MA, Owner ROWAR D S ARMY Address Z ST UDL6' KDAI) Telephone Permit Request O� NQ lO( "C AUDI.110A/ . /o`x 12 GARN-E A00MON AS PER PLAA1 NFw MA)OIDW5 ." 81/4 . SI p/A/6- 5TIAd "arw Ca WK06/45 z 6frfs- ]-Orr t- sTOIR— Square feet: 1 st floor:existing 1O proposed 2nd floor:existing proposed Total new /015-Ef Zoning District R 8 . Flood Plain G IGroundwater Overlay Project Valuationt� goon, Construction Type WOOD MAA�_ Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family(#units) Age of Existing Structure OL Y4, Historic House: ❑Yes C(No On Old King's Highway: ❑Yes 6Ao Basement Type: Full ❑Crawl ❑Walkout ❑Other A Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing / new Half:existing 60 $t PCH91 Number of Bedrooms: existing new �'3(I✓ N� °to 13E 01W_0& Y61F® Total Room Count(not including baths):existing new 3 First Floor Room Count Heat Type and Fuel: ®(Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing / New Existing woodl�Qal stove: aYes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn O�existing ❑{ew sj q Attached garage:iexisting h(new size 16X 12 Shed:❑existing ❑new size Other: ::�'t k ,e�, IN Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ M Commercial--Li Yes ❑No If yes,site-plan review# F Current Use Proposed Use BUILDER INFORMATION Name MARK V OMQ Telephone Number J� : 02�� 5 Address FA 8 OX d tI License# C 5 OTR I , M 4• 096 3 S Home Improvement Contractor# I0 5 S1 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO .�0fitrH CG WITUD I��S`-CCU iN S NDto V—H SIGNATURE "AA;— DATE t .f FOR OFFICIAL,USE ONLY L APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL { GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT• ASSOCIATION PLAN NO. r. - ' The Commonwealth of Massachusetts S Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA�02111' wii w.mass.gov/dia ' Workers}Compensation Insurance Affiddvit: Builders/Contractors/Electricians/Plumbe.rs Applicant Information Please Print LeLibly Name(Business/Orgmnintion/bdividual): Address: d 0 a City/Statc&ip: �1A 11- A� O0�3 Phone.#: 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 , have hired the sub-contractors 6. ❑New construction . employees(full and/or part time).* Remodeling 2.[9(�I am a'sole proprietor or partner listeship on the'attached sheet 7• g ship and have no employes These sub-contractors have g, ❑Demolition employeeo and have workers' working for me in any capacity. 9. ❑Building addition [No workers' comp.insurance comp.insurance.$' ❑5. We are a corporation and its, 10.❑filectricalrepairs or additions required.] officers have exercised their 11.❑Plumbing repairs or additions '3.❑ I am a homeowner doing ill-work . myself.[No workers'comp. right bf exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152i §1(4),and we have no q employees.[No workers' 13.❑Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy info rnation. t Homeowners.who submit this affidavit indicating they are doing all work and tlien hire outside contractors must submit anew affidavit indicating'such. tCantracton that check this box must attached an additional sheet showing the name of the pub-contractors and state whether or not those cotities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. X ani an employer that is providing workers'compensation insurance for my employees. Below islhe policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.# Expiration Date: ' lob 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 tip 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 insmw_(-,e coverage verification. Xdv hereby certify eunder the �'npsAaitdpenalfies ofperjury that the information provided abovee is true and correct. Si afore• ' Date: (0 AQ 71; Phone#: �� ' 7 51q 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): A.Board of Health 2.BuildingDepartment 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Ot1HEr Town of Barnstable Regulatory Services sa MASS. a Thomas F.Geiler,Director y Mass. g � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,M.k 02601 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, 11d ium SAW , as Owner of the subject property hereby authorize MARK VO UMM 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 Ak Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable �OfTHE Tp� Regulatory Services + sARNSfABLE Thomas F.Geiler,Director 9 MASS. �A 019. A�� Building Division rED � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02.601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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. ; t 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 he/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 requirements. 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. Massachusetts- Department of Public Safet,' Board of Buildin.- Re!,vulations and Standards Construction.Supervisor License License: CS 47667 a t g j • PHILLIP M VOLLMER ` PO BOX 64 COTUIT, MA 02635 Expiration: 9/1/2013`r ('onunissiincr Tr#: 598 ' Office of Co mer airs u�sines� U ahaFt Lieenag or registration valid for in'dividul use only :HOME IMPROVEMENT'CO TRACTOR . I', :befoire'the expiration date. If found return to:,. Registration r 1.0955$ j� �` ' Offico of Consumer:Affairs and Business Regulatioq' Expiration 9/2,�J01 Indiwiival' 10 Park Plaza;=Suite 5170 Boston MA'02116 M VO'LLMERt}.. d I MARK VOLLMER� 14,.55 SANTUIT NEINTOVI(N RD COTUIT,'MA 02635 y Undersecretary Not valid without signature Bk 26471 P2395 -ow-37742 07-03-2012 a 08 =42a gamUM } MAM Ma Town of Barnstable :, _f; ?` Zoning Board of Appeals Decision and Notice Special Permit No.2012-025--Sarty Section 240-92(B)—Buildings or Structures used as single- or two-family residences To construct a second-story addition within the required side yard setback Summary: Granted with Conditions Petitioner: Howard L.Sarty, II Property Address: 22 Studley Road,Hyannis,MA Assessor's Map/Parcel: Map 306 Parcel 019 Zoning: Residence B Zoning District Decision Date: May 23,2012 Recording Information: Deed:Book 25544 Page 276 Plan: Plan Book 74 Page 13 (Lot 5) Background In Appeal No. 2012-025, Howard L. Sarty, 11 requested a special permit to adda second floor to a dwelling that was not in conformance with the minimum side yard setback requirements. The addition would increase the intensity of the pre-existing nonconformity, thus a special permit was required. The subject property is located off of Ocean Avenue, near Sea Street Beach, and has frontage on both Studley Road and Crocker Drive. The lot contains 7,500 sq.ft, as shown on a plan of land recorded in 1946. The dwelling was a one-story, 3-bedroom ranch house with a total living area of 1,552 sq.ft; it was constructed in 1955. The house did not conform to the 10 foot minimum side yard setback requirement in the RB District. It is set back 5.1 feet at the closest point on the west side and 9.8 feet on the east side. The house was served by a four-bedroom septic system. Public sanitary sewers were scheduled to be installed in this area as part of the Stewart's Creek water and sewer project. In 2011, the Applicant appeared before the Zoning Board seeking relief to expand the house.After Board deliberation, that application was withdrawn. This proposal represented a scaled-back version of house presented in 2011. With this proposal, the two existing gable ends fronting Studley Road would be heightened to 1.5 stories and a full second story would be added, set in approximately 12 feet from the edge of the house on each side. A one-car garage addition with an 18 foot side yard setback and a 20 foot front yard setback was proposed; the garage addition conformed to all zoning requirements. Procedural&Hearing Summary Special Permit No. 2012-025 to allow expansion of a legal preexisting nonconforming single-family dwelling was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 6, 2012. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A.i The hearing was opened on May 9, 2012 and continued to May 23, 2012 at which time the Board found to grant the Special Permit subject to conditions. Board Members deciding this appeal were Board Chair Laura F. Shufelt, William H. Newton,Alex M. Rodolakis, Brian Florence, and George T. Zevitas. • Bk 26471 Pg 96 #37742 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special permit No.2012-025-Sarty Attorney John Kenney represented the Applicant before the Board. Howard L. Sarty and representatives from the architectural, design, and construction firms were also present. Attorney Kenney reviewed the proposed elevations and floor plans. He compared the proposal to the one previously before the Board, and reviewed how the new design reduced the massing of the dwelling by eliminating a second-story dormered addition. He explained that the garage addition had been reduced to a one-car addition that complied with setback requirements. Attorney Kenney confirmed that the existing house has 3 bedrooms, currently served by an on-site septic system, and the proposed 4-bedroom house would be connected to public sewer when available. He clarified that the second story would include storage space under the dormers, as the basement is wet and unsuitable for storage. The Board commented that the revised plans responded to many of the concerns they had with the initial proposal. Public comment was requested and no one spoke in favor of, or in opposition to the request. Findings of Fact At the hearing of May 23, 2012, the Board unanimously made the following findings of fact for Appeal 2012-025, a request for a special permit filed by Howard L. Sarty, II to expand a legal preexisting nonconforming dwelling at 22 Studley Road, Hyannis: 1. Howard L. Sarty, 11 petitioned for a Special Permit in accordance with Section 240-92(B) Buildings or Structures used as single-or two-family residences. The petitioner is proposing to construct a 12'x 12' attached garage additional that will not encroach into the required setbacks and to add a second story to the main dwelling with a gross floor area of 1,240 square feet. The dwelling does not conform to the 10 foot side yard setback requirement. 2. The subject property is located at 22 Studley Road; Hyannis, MA as shown on Assessor's Map 306 as Parcel 019. It is in a Residence B Zoning District. 3. Section 240-92(B) of the Barnstable Zoning Ordinance allows for expansion of a preexisting nonconforming structure used as a single-family residence by special permit where the expansion intensifies the degree of the preexisting non-conformity and does not conform with the bulk regulations in the district. The existing structure is legally preexisting nonconfoming. 4. Site Plan Review is not required for alteration or expansion of a single-family residential structure. 5. After an evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The proposed structure is in keeping with the neighborhood and reflects the character of the existing house. 6. That the proposed expansion will not be substantially more detrimental to the neighborhood than the existing building or structure. The massing of the structure within the nonconforming side yard setbacks has been minimized. The vote to accept the finding was: AYE: Laura F. Shufelt, William H. Newton,Alex M. Rodolakis, Brian Florence, George T. Zevitas NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2012-025 subject to the following conditions: 1. Special Permit 2012-025-is granted to Howard L. Sarty, II for the expansion of the preexisting nonconforming residential structure at 22 Studley Road, specifically for the addition of a new 2 Bk 26471 Pg 97 #37742 Town of Bamstable Zoning Board of Appeals—Decision and Notice Special Permit No.2012-025-Sarty second story with a gross floor area of 1,240 square feet. A 12 ft by 12 ft attached garage addition is also proposed within the permitted building envelope. 2. The additions shall be constructed in substantial conformance with the plan entitled "Plot Plan of Land located at 22 Studley Road, Hyannis, MA"drawn and stamped by Yankee Survey Co, Inc., last revised March 5, 2012 and the elevations and floor plans entitled "Additions and Alterations, 22 Studley Road, Hyannis, MA"drawn and stamped by Bruce Devlin Design, dated March 2012. 3. The number of bedrooms on the property'shall be limited to four, unless the property is connected to public sanitary sewer. 4. There shall be no further expansions or addition_ s to the dwelling and no detached accessory structures shall be constructed on the property without further relief from this Board. 5. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be located and conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Laura F. Shufelt, William H. Newton,Alex M. Rodolakis, Brian Florence, George T. Zevitas . NAY: None Ordered # Special Permit No. 2012-025 to expand a legal preexisting nonconforming single-family dwelling has been granted subject to conditions.. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the fling of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. SA.. Laura F. Shufelt, C air Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the dec' ' n has n filed in the office of the Town Clerk. Signed and sealed this day o a under the pains and.peit�a l2s;bf: perjury. .. r ,. . G •^ Linda Hutehenrider, Town Clerk �Ce 3 I sit1 Bk 26471 Pg 98 #37742 Town of Barnstable REAM _ Assessing Division 367 Main Street,Hyannis MA 02601 www-town.barnstabie.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION April 17, 2012 RE: Adjacent Abutters List For Parcel(s) : 306-019 22 Studley Rd: - Hyannis, MA 02601 As requested; I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. f , �- � /Z�j Board of Assessors Town of Barnstable Attachment Bk 26471 Pg 99 #37742 AbutterReport Page 1 of 3 i Z ning Board f Appeals (ZBA) Abutter List for Map & S �iZi`Y Parcel(s); r306019r Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count; 43 � �j� Close Map.&parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed I CityStateZip f 306004 BURKE,KEVIN M& 22 HICKORY HILL W SPRINGFIELD, BARBARA] MA 01089 22448/274 ' i 306005 KUNEN,MARK& 2362 S.E.515T PORTLAND OR PETER AVENUE 97215 25309/272 306008 BASTA,NADINE 117 ELMWOOD RD' WELLESLEY,MA 02181 7700/325 306015 LOTHROP,STEPHEN WESTMINSTER' D&LESLIE 22 FENNO DRIVE ,MA 01473 25148/255 306016 SCHILLER,DAVID H 46 STUDLEY ROAD 401 BUNKER HILL &MICHELLE F TR REALTY TRUST STREET 021 29 STOWN, MA 22452/237 MA 02I 306017 CROWLEY,JOHN J& ELLEN T 273 RIVER STREET BRAINTREE,MA 02184 10462/063 306018 ]ONAS,MARC& 117 NE 12TH FT LAUDERDALE, MARY L AVENUE FL 33301 22316/266 306019 SARTY,HOWARD L11 22 STUDLEY ROAD HYANNIS,MA 02601 25544/276 306020 16 STUDLEY ROAD C/O DERASLIA, 4 FOXCROFT RD WINCHESTER, 1031 LLC DONALD MA 01890 22015/277 306021 FALLONE,PATRICIA 625 MAIN ST APT NEW YORK,NY 1 237 10044 9161/181 306022 WORK,JOHN A& it STUDLEY RD HYANNIS MA 1597/245 MARJORIE O 02601. , 306023 EERGLIIND,MILTON 40 SEAVER ST-#3 WELL.ESLEY,MA 02481 18757/170 306024 FRCOCIELLO,RALPH RLTY TRUST RD 7 CONANT RD#25 WINCHESTER, MA 01890 10282/178 306025 NICHOLS,JOHN M& 3116INGELOW CHARLOTTE NC ERIKA S LANE 28226 22797/298 306026 O-NEILL,JOHN F SR 2 KEATING ROAD HYANNIS,MA 22914/136 02601 SANDERSON, 306028001 ANTHONY R& 19 FREDERICK AVE METHUEN,MA 6719/110 JUSTINE A 01844 306029 SEA BREEZE INN, C/O GORELITS, 270 OCEAN AVE HYANNIS,MA LLC VLADIMIR&RAISA 02601 15272/338 ALEX,JAMES�D& 30603000A MARY F RD STILL BOLTON,MA 21726/238 01740 306030008 HOOD,WILFRED T& HUDSON MA ELENA K 133 COX ST 01749 21352/176 30603000C HOOD,WILFRED T 133 COX ST HUDSON MA JR&ELLEA 01749 21978/185 30603000D KRATOCHWILL, 17 FOREST ST MEDFIELD MA MICHAEL R 02052 19724/197 30603000E KEIRSTEAD, HYANNIS MA HEATHER L P O BOX 1904 02601 16904/334 30603000F GALIPEAU, GALIPEAU REAL PO BOX 553 HYANNISPORT MONIQUE A TR ESTATE TRUST" MA 02647 23342/19 306031 BOUDREAU,MARK H PRUDENCE REALTY PO BOX 1086 BARNSTABLE, TRS TRUST PO 02630 21972/109 http://66.203.95.23 6/arcims/appgeoapp/A`butterReport.aspx?type=ZBA 4/9/20 i 2 Bk 26471 Pg 100 #37742 AbutterReport Page 2 of 3 306032 MARKS,JOHN S& RAND 20 RUSS ST OLPH,MA CWYNAR,ELAINE R RAND 21746/63. 02368 306033 CWYNAR,ELAINE R 20 RUSS ST RANDOLPH,MA -02368 2585/332 306034 DYE,ANNA M PO BOX 28 CENTERVILLE,MA 02632 17775/335 t http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 4/9/2012 Bk 26471 Pg 101 #37742 AbutterReport Page 3 of 3 306035 PIERCE,DANA W& 45 NORRIS ST HYANNIS,MA CAROLYN C 02601 1440/468 306036 CONNOLLY, HYANNIS MA CHRISTOPHER M 53 NORRIS ST 02601 11394/268 306037 CWYNAR,SUSAN, SUSAN CWYNAR 50 OLD HARBOR HYANNIS,MA 22741/84 TR TRUST ROAD 02601' - SETTERLUND, HYANNIS,MA HYAN 306038 RICHARD E&DALE 56 NORRIS ST HYAN 6718/328 E02601 306039 JOYCE,MARTIN J& 11 SPRUCE STREET BRAINTREE,MA MARGARET K 02184 25922/299 306040 LETCHINGER, 2709 RrfTENHOUSE WASHINGTON, 23338/23 MICHAEL3 STREET NW DC 20015 306041 EfELYN DYER' 28 NORRIS ST HYANNIS, C64848 02601-4417 306042 D UGGAN,TERENCE 291 RIDGEWAY WHITE PLAINS, C183841 NY 10605 306191 BARNSTABLE, 367 MAIN STREET HYANNIS,MA C195823 TOWN OF(BCH) 02601 306192 PACIOREK,JOHN P 50 SUGARLOAF ST S DEERFIELD &SHARYN A MA 01373 2175/237 306210 GALIPEAU' HYANNISPORT MONIQUE A P O BOX 553 MA 02647 10256/349 306211 MACHERASMICHA L P 0 BOX 714 HYANNISPORT, 6 MA 02647 897/183 306237 BASTA,KARIM M& 57 HICKOK RD NEW CANAAN YONG-SON CT 06840' 9773/137 FORMANEK, 430 EVERETT WESTWOOD,MA 306238 VLADIMIR&TALHI, STREET 0Z090 25603/267 JAMILA 306242 ETHIER,KENNETH 395 SEA ST HYANNIS,MA 2173/279 306248 WINROTH,MOIRA L C/O MCAULIFFE' 1000 N US HWY 1 JAMACIA 102 JUPITER,FL 11666/053 MOIRA 33477 This fist by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a ' certified fist of abutters Is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 41912012. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 4/9/2012 1p Bk 26471 Pg 102 #37742 LEGALWOTICE LEGAL NOTICE '. _'-.:•�._ `,;20NINGa,BOARDOFAPPEAhS``� �:,'';.:.:":;'.:: . . . .. . NGBOAR •._.- ::� ...:.'.:: TABLE. Z0, NOTICE OF pUBLiC HEARINGS NOTICE OF PUBLIC HEARINGS c.`UN6ERfiHEZONifVG0f2DiNANCE UNDERTHEZONINGORDINANCE ""`"` •" To al! ' MAY 9�2012 MAY9,2012 persons jnterested rn.or aifedgd by:fhe edrons:oF the.,I To an persons inierested.in,or aifeded by the actrons of the °•i ;:Zoning j3oard of Appeals you are-hereby,notfied pursuant;;, Zonu>Q Board of./Ippeals you are hereby nohtled pursuant to,SecEon:11 of(2rapuk-;_0At:ofaheiGeneral t ws.:of the ' to Sod k:'I of.Chapter 40A of the General Laws Df.the .', j`CommOnweaUh of Massaitiusetts'.arid ed'ainendmenffi thereto, Cornih a0h of Massachusetts,and ail antendmenffi thereto,: .:that a public hearMg on the f00owfi that a public heanng on the fogowrng appeals iwn'n be held on `I g;appeaals wr0 be held off;.', Wednesday May 8�20i2 at the time iridicatei, �;: Wednesday May 9 2012 at the Ume mdicat� " 7 00 PM, Appeal hjo 2012-02G' $arty 7 00 PM'"Appid No 2012-025 Sarttr ` Howard L:Sarty;'-Il has,peUhoriad`for a SpeGal Pennd 1p Howard L Safij,Il has pebh0ned fora SpeGal Pemnf fp acsordan0e aas-slng Ien ccei'wdo-h$actionsZ!40e nefsB:j:BuUdings•orstructuPrrsg:etod.: wi0rSYercetsiofdne2n40e�J2(The cs..B}'Bu'il,d ingsorst ivauresnLgs'edass'ingle to constro0t'a 12 is> ; cgtislrud a 12 x 12 attadrad garage additwn thatwl7t not erignach j 12'attacfteif garage additibn Ont vsll;not encroach into fhe requfn d:. ..into tfm required"accs,and to add a'sebb rd story po.the main' ' selbadcs ai>d to add,a'seoond story:to Bte main dwe6mgwOh_a gross: dxrelling with a grass floor area of 1240 square feet Tfie.dwemnjj,.. floor area of 1240 square feet The dwemng does not conform to does.got•'coMorm to the a0'side yard setback requGement`:The;:` the 10 side yard setback requireme..nt;The p located at._=: Pn?.arty praperty islocatedst 22$(udley Road yHyannis,MA as shown on SWdley Road Hyannis MA as shown onAssessor s Map 906 as ' Assessor s Map 306 a§parce1019°`it is in a Residence B Zonf - 00e1 019..It is in a Residence B Zoning DIft ,DfsGicl b t a:,e t fs a}n E r a U 49;;_f 7 05 PM Appeal No 2012-02fi' :: _ -- � � AMA Nantucket,!nc dl6fa Marvin Design Gapery.{..� 7:05 P.M.• Appeal NO 2012-02fi``';:;.. AI4tA Narilucket Inb:`dl..a.. ....n besrgn Gpiiery ties appealetl.;i Nantucket,lac.dlbfa NEarviii -dsi Galle; 01emmissoner s dedslonto;deny an appgcahon for a_ AMN Nantucket,Inc'Aibla Ma.rvin Design Gallery:has appealed. '. sf9�PennO Punt to.echo'n 24"5 Srgns,in the HB Drsbiit and..:, the'Buildinjtkifi stoner s decision to deny`an appgcaUon for a,, any ether appncable'iddi its dArode.Vll,Stgq Regutadons.`The skgn p�nnit pursu�_tto Section 24 i%,'8igns art the HB Drsinyt and;. APp�ant is eeking a pemift for a sep00d sign on the building's: any othe gulatkorts?`Thee entry portico Tho Etaposed afgn is 37.5,sq:tt The Appgllant'� Appehantis`seekirig a.pemrttforaseoohd sgri:on dkebwldirig's presently ties a sgit freestanding pale3igri The Appepan�" entry poidco.. Thepropgd sfQri:`is37:5'sq,tT sTFieAppellant.:; Gs.:lessee`of lhe.subject pr0perlji_located:pt:;73;Fafmoutfr`,Road;'` preserdly.has a 30 sgtt freastondiog pole sign. The ApPelhant HYa►mis` + shown an Assessors Map 311 as Parcel°U7C;_; lessee of the'sripject�propeily;located st 73f hfi-dth Road, •: It is In Oie HB Highway Business and,RB esfdence B,Zonirig,' Hyanriffir MA as shown on Assessors(NaQ 91f as Parcel-071 Drstnds _ ,.._S ` iI rs rn`tha HB HrglnHay Business and:RB-Residence B Zohirig . 710 PM `Appedi Nd 2012-027` pay t ��� AMAHarttrrcket,lnc d!blalHaMnDesignGallery ; 110 pIN"Appeal No 2012.027 AMA Nantucket Inc dlb/a Manure Design Gallery has appfigd fob' AMA Nantucket,Inc:dlbla Marvin be§ign Gagery a vanance to Section 240 65 Slgris iii,ttie'HBOrsfnd and anyotliei_' AM 4"Nantucket liic.dlbla Marvin Design Gallery has applied foi: aPP7icabfe sedtbns of Artccte VEl Sign Regulahoiis.:TheApplicant„ ;•a pariahce fa Section 24465 Srgnsiii Ste HB Uistnd and any other seeks relief for a secortti signvn the budding s entry portico_Then i a applicatiie'sedrons of Ar4de VII Sign Regulatltms l he'ApQfcanf• Proposed sign i5 3T 5 sg tt The Applieant press ri0yhas a 30;s§,ft,;' seetks refief for a second sign on the Wodip- entrry por4co"The rII fr"',ndi pole Sign.'Tim canE fs lessee of the subJed proposed sign is 37 5 sq ft The App Ulf presently has a 30 sq(t l property.locatetl at 73 FalmouUk Road Flyannis;MA as shown•, ireesffiritling pole sign The Applicant is:tesaee of the subject on Assessors Map 311 es Parce1.071 It LS ai HB-H�frvfay iproperly lofated at 73 Falmouth Road Hyannis MA as shown Busness and RB Resrkiencs B Zoning Drstrrcjs` :on Assessors Map 3H as ParO�;07f�*It isin the HB Highway • These Pubftc Heanngs x�l�be held at the Bamstatile TOim Business and RB ReseAence 13 Zoning Drshfds = ": HaO 387 Main Sheet Hyagnla MA Heaneg Rco5'2 these Public Heanngs wd[be field a't the Bamstable'fowrt :'Wednesday May9 7�012 PlansandappGcahonsrrgybereherred Ha0�36T fNam Street•Hyannis MA Heanng:Room' n6 Floor at the Zoning Board of Appea ;;Ofkce Groivlfi Management WednesdaMay9?Al2 Plansandappllrafioiumaybereviewed De�paAmegtTgyvr}Olfices 200;IAamSVeet Hyaruas,NUL :� `at the Zoning Board of Appeals 006 Growth Management z Lauta F ShuE Chau;` :Deparhnept'Tawn 0afices 200 Marti Street Hyannis MA, Zoning 605nd ofAp Is; Ixura F Shufelt,CIIa>r . „i1 4 .� t ' = ' Zofimg)3oard of Appeals April 20 end T~ie e i'ahwt `r �� _ � BARNSTABLE REGISTRY OF DEEDS STUDLEY ROAD FRONT PORCH BEAM MA BOTELLO LUMBER CO.,INC. 2012.1 Allowable Stress Design NOTE: LOAD TABLE38 DESIGN CRITERIA MSI: 0.23 3 PLIES CONSISTS X 9OF LP LVL2950Fb-2.OE RSi: 0.2 1. THIS COMPONENT IS DESIGNED RI SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1 DESIGN CONSISTS OF 3 - PLIES FASTENED RSI: 0.21 THE VERTICAL LOADS SHOWN VERIFICATION OF ( ). OTHER LOAD CASES TOGETHER (REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING FLOOR LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR DEAD LOAD = 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD = 42 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM ROOF LIVE TOP 225 PLF 00-00-00 12-06-00 1.00 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP 113 PLF 00-00-00 12-06-00 0.90 ROOF DEAD LOAD = 15 PSF LATERAL STABILITY. UNIFORM FLOOR LIVE SIDE 90 PLF 00-00-00 12-06-00 1.00 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR DEAD SIDE 36 PLF 00-00-00 12-06-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM BEAM WEIGHT 14 PLF 00-00-00 12-06-00 0.90 FLR LEFT SPAN CARR, 6.00 FT - 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL FLR RIGHT SPAN CARR. 0.00 FT TO SIZE. WARNING NOTES: _ ROOF LEFT SPAN CARR. 15.00 FT 6.THIS LP LVL IS TO BE USED AS A ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS DEFLECTION CRITERIA FOR SECOND FLOOR SLEEPING ROOMS ONLY. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW LIVE LOAD DEFL: L / 360 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. TOTAL LOAD DEFL: L / 240 24"O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL CODE COMPLIANCES : ATTACH TWO PLIES WITH 2 ROWS OF 16d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, - - REPORT # (3-1/2")NAILS AT 12"OC.FROM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS APA PR-L280 ONE FACE ONLY. STAGGER ROWS.FLIP BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ICC-ES ESR-2403 BEAM AND ATTACH THE THIRD PLY WITH 2 LADES RR-25783 ROWS OF 16d(3-1/2")NAILS AT 12"OC.TO ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. - HUD MR-1214 THE UN-NAILED SIDE OF THE FIRST TWO CCMC 11518-R PLIES. STAGGER ROWS.NAILS MAY BE NO WALL LOAD WAS USED. COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131".16d SINKERS 3-1/4" MAY BE USED. 225 zxs 333 138 36. 36 SUPPORT REACTIONS (LBS): 9.500 MAXIMUM B E A R I N G NUMBER I III 1 p �Ic 1.750 DOWN 2494 2494 - - I 3.500 UPLIFT --- --- 5.250 CROSS SECTION MIN BEARING SIZES (IN-SX) ' 3- 0 3- 0 MAXIMUM DEFLECTIONS - CALCULATED ALLOWABLE LIVE LOAD 0.16"(L/921) 0.41" _ *DEAD LOAD- 0.16" _ _ 12- 6- 0 TOTAL LOAD 0.27"(L/545) 0.61" --THIS DRAWING IS NOT TO SCALE• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 07/09/12 IRC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPl to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a.minimum of 4"for 10d Suite 2000 Su Street,installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for Bd. Nashville,414 Union St St 37219Su component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS.'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous, afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:CAProgram Files\LP\Wood-E Designt2012.1\WOODE.SPX STUDLEY ROAD FRONT GARAGE BEAM MA BOTELLO LUMBER CO.,INC. 2012.1 Allowable Stress Design NOTE: LOAD TABLE33 DESIGN CRITERIA MSI: 0.25 3 PLIES CONSISTS X 9OF LP LVL2950Fb-2.OE RSI: 0.25 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTENED RSL: 0.24 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. FLOOR LIVE LOAD - 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR DEAD LOAD - 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD = 42 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX ORARCHITECT. UNIFORM ROOF LIVE TOP 225 PLF 00-00-00 10-06-00 1.00 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR LIVE TOP 180 PLF 00-00-00 02-00-00 1.00 ROOF DEAD LOAD = 15 PSF LATERAL STABILITY. UNIFORM ROOF DEAD TOP 113 PLF 00-00-00 10-06-00 0.90 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM FLOOR LIVE SIDE 90 PLF 00-00-00 10-06-00 1.00 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM WALL DEAD TOP 85 PLF 00-00-00 10-06-00 0.90 FLR LEFT SPAN CARR. 6.00 FT - 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM - FLOOR DEAD TOP 60 PLF 00-00-00 02-00-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT TO SIZE. UNIFORM FLOOR DEAD SIDE 36 PLF 00-00-00 10-06-00 0.90 ROOF LEFT SPAN CARR. 15.00 FT 6.THIS LP LVL IS TO BE USED AS A UNIFORM BEAM WEIGHT 14 PLF 00-00-00 10-06-00 0.90 ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. ' FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE WARNING NOTES: DEFLECTION CRITERIA FOR.SECOND FLOOR SLEEPING ROOMS ONLY. - LIVE LOAD DEFL: L / 360 7.0 OMPRESSION EDGE BRACING REQUIRED AT THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 2490 4 O.C.OR LESS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES ATTACH.TWO PLIES WITH 2 ROWS OF 16d - BY A DESIGN PROFESSIONAL. REPORT # (3-1/2")NAILS AT 12"OC.FROM APA PR-L260 ONE FACE ONLY. STAGGER ROWS.FLIP MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 BEAM AND ATTACH THE THIRD PLY WITH 2 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LOADS RR-25783 ROWS OF 16d(3-1/2")NAILS AT 12"OC.TO ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS HUD MR-1214 THE UN-NAILED SIDE OF THE FIRST TWO BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. - • CCMC 11518-R PLIES. STAGGER ROWS.NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. SHANK DIAMETER OF 0.131".16d SINKERS 3-1/4" MAY BE USED. • 22s 22s 180 3dIll epdp' Uill 36. 36 SUPPORT REACTIONS (LBS): - 9.500 MAXIMUM B E A R I N G N U M B E R 1 2 1.751 ,. DOWN 2894 2578 3.500 UPLIFT --- --- - 5.250 CROSS SECTION - MIN BEARING SIZES (IN-SX) - 3- 0 3- 0 MAXIMUM DEFLECTIONS - " CALCULATED ALLOWABLE LIVE LOAD 0.08"(L/1504) 0.34" *DEAD LOAD. 0.131, - 10- 6- 0 « TOTAL LOAD 0.17"(L/744) 0.51" ••'THIS DRAWING IS NOT TO SCALE'•' Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided B - Y 07/09/12 IRC • Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d q14 Union Street,Suite 2000 installed by others.-No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. component until after all the framing and fastening are component. If the design criteria listed above does not meet local building -Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP kJoists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria -joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS'Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal-A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. - File:\\fst\users\dgreenlaw\LP\Beam Calcs\VOLLMER STUDLEY ROAD\WOODE.SPX STUDLEY ROAD RIDGE BEAM MA BOTELLO LUMBER CO.,INC. 2012.1 Allowable Stress Design NOTE: LOAD TABLE70 DESIGN CRITERIA MSI: 0.41 3 PLIES CONSISTS X 2OF 3 LP LVL2950Fb-2.OE VSI: 0.35 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTENED RSI: 0.35 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING - FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD - 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX ORARCHITECT. UNIFORM ROOF LIVE SIDE 450 PLF 00-00-00 32-06-00 1.15 ROOF LEFT SPAN CARR. 15.00 FT 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 225 PLF 00-00-00 32-06-00 0.90 ROOF RIGHT SPAN CARR. 15.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 36 PLF 00-00-00 32-06-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL. DEFLECTION CRITERIA 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEFL: L / 240- 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL TOTAL LOAD DEFL: L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. APA PR-L280 " O.C.OR LESS. ICC-ES ESR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LOADS RR-25783 ATTACH TWO PLIES WITH 4 ROWS OF 16d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, HUD MR-1214 (3-1/2")NAILS AT 10"OC,FROM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518-R ONE FACE ONLY. STAGGER ROWS.FLIP BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. _ BEAM AND ATTACH THE THIRD PLY WITH 4 ROWS OF 16d(3-1/2")NAILS AT 10"OC.TO ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THE UN-NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS.NAILS MAY BE -THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA;CALCULATED COMMON OR BOX NAILS WITH A MINIMUM DEFLECTION EXCEEDS 3/4"AND SHOULD BE REVIEWED BY PROJECT DESIGNER SHANK DIAMETER OF 0.131".16d SINKERS FOR ADEQUACY. 3-1/4" MAY BE USED. LP LVL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE,IN "- ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING,CRACKING AND AESTHETICS.(POSITIVE DRAINAGE IS ESSENTIAL) • - ' THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) - 225 225 - SUPPORT REACTIONS (LBS): 11.115 ' MAXIMUM B E A R I N G N U M B E R 1 2 1.750 .. DOWN 11552 11552 3.500 UPLIFT --- --- 5.250 - CROSS SECTION " MIN BEARING SIZES (IN-SX) . 8- 7 8- 7 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.87 (L/439) 1.59" . DEAD LOAD 0.76" 32- 6- 0 TOTAL LOAD 1.37" L 278 2.121, "`THIS DRAWING IS NOT TO SCALE"• Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 07/09n2 IRc Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d q14 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Nashville,TN 37219 completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria I-joists are made without camber and will deflect under load.Wood in direct and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of NDS.-Dead load lateral support is assumed(wall,Floor beam,etc.).LP does not provide - deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING ISTOBE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fs1\users\dgreenlaw\LP\Beam Calcs\VOLLMER STUDLEY ROAD\WOODE.SPX STUDLEY ROAD ADDITION BEAM MA BOTELLO LUMBER CO.,INC. 2012.1 Allowable Stress Design LOAD TABLE DESIGN CRITERIA MSI: 0.43 NOTE: 3 PLIES 1.750 X 11.875 LP LVL2950Fb-2.OE VSI: 0.26 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTENED RSI: 0.30 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE. LOAD = 30 PSF (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) METHODS,WIND AND SEISMIC BRACING,AND OTHER - DEAD LOAD = 12 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 42 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 330 PLF 00-00-00 15-00-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 132 PLF 00-00-00 15-00-00 0.90 FLR LEFT SPAN CARR. 10.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 18 PLF 00-00-00 15-00-00 0.90 - FLR RIGHT SPAN CARR. 12.00 FT 3.DO NOT CUT,NOTCH OR DRILL LP LVL. - - - 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: _ DEFLECTION CRITERIA 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFL: L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS - FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES FOR SECOND FLOOR SLEEPING ROOMS ONLY. BY ADESIGN PROFESSIONAL. REPORT # ' T COMPRESSION EDGE BRACING REQUIRED AT APA PR-L280 24"O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LOADS RR-25783 DESIGN ASSUMES COMPONENTS CARRIED ARE ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS HUD MR-1214 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. CCMC 11518-R LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH TWO PLIES WITH 2 ROWS OF 16d ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. - - (3-1/2")NAILS AT 12"OC.FROM - - ONE FACE ONLY. STAGGER ROWS.FLIP - BEAM AND ATTACH THE THIRD PLY WITH 2 ROWS OF 16d(3-1/2")NAILS AT 12"OC.TO THE UN-NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS.NAILS MAY BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131".16d SINKERS 3-1/4" MAY BE USED. - - 330 330 • � 132 132 - SUPPORT REACTIONS (LBS) 11.875 MAXIMUM B E A R I N G N U M B E R 1 2 �Ic �1.750 DOWN 3599 3599 I 3.500 - UPLIFT --- --- 5.250 MIN BEARING SIZES (IN-SX) - 3- 0 CROSS SECTION 3- 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.24"(L/738) 0.49" *DEAD LOAD 0.16" 15- 0- 0 TOTAL LOAD 0.35"(L/507) 0.7411 '••THIS DRAWING IS NOT TO SCALE••` Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: .07/09/12 IRC ' Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this and 3"for ad. Nashville,TN 37219 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown completed.At no time shall loads greater than design loads code requirements,do not use this design. When this drawing is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary Phone 800.515.7570 be applied to the component. and sealed,the structural design is approved as shown in this drawing to the limits set forth hereon,negales any express warranty of the product and LP Fax 866.753.4369 based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability Design Criteria I-joists are made without camber and will deflect under load.Wood indirect and fitness for a particular use. The design and material specified are in substantial contact with concrete must be protected as required by code.Continuous DWG # conformity with the latest revisions of Nos.*Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide deflection includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. efixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:\\fsl\users\dgreenlaw\LP\Beam Calcs\VOLLMER STUDLEY ROAD\WOODE.SPX Commonwealth of Massachusetts Sheet Metal Permit Map Parcel Y Date: Permit#-�;)o Estimated Job Cost: .$ J 0,)() Permit Fee: $ SOD Plans Submitted: YES N 4,— Plans Reviewed: YES NO Business License# Applicant License# Business Information: Property Owner/Job Location Information: Name: Y_ Name: i.-.)a Street: 1d 4/`(C o�� Street •a 1-�����U (� City/Town: City/Town: H%q" AZ r Telephone:E: Telephone: �I' F—M . Photo I.D. required/Copy of Photo I.D. attached: YES NO - Staff Initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwel ings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less ResidentialUll 2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational 21 � a Fire Dept. Approval Institutional_ Other Square Footage:'under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust`System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: NSURANCE COVERAGE: have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 . YesM/No ❑ f you have checked f=, indicate the type of coverage by checking the appropriate box below: k liability insurance policy Other type of indemnity ❑ Bond ❑ )WNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage,required by Chapter 112 of the Wlassachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent l� Signature of Owner or Owner's Agent 3y checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: ES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: 3y Master itle ❑ Master-Restricted :ityiTown ❑Journeyperson Signature of Licensee 'ermif# - ❑Journeyperson-Restricted License Number: .ee$ ❑ Check at www.mass.gov/dnl nspector Signature of Permit Approval ON .. The Commonwealth of Massachusetts Department oflndustrial Ac' cidents Office of Investigations ' '600 Washington Street' _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insnnnce Affidavit: Bnilders/Contractors/Electricians/Plumbers A Ecant Information Please Print Le 'bl Name(Business/Organizatim0ndividua): Address: 12 �' City/State/Zip: vi-, WLry Phone.# Are you an employer?Check the appropriate box: Typa of i o ect(required):., 4. I am a neral contractor and I e c ( q '1.[' I�am a employer with D�'T "`"�' ❑ � fi. New construction . employees (full and/or part time).*• have hired fe sub=contract ors 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet 7, [ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me is any capacity, employees.and have workers' 9, [No workers' camp.ins�ance _ comp.msnrance.$• ❑Build addition required.] 5. ❑ We are a corporation and its 10.❑-Electrical repairs or additions 3.❑ I am a homeowner doing. Iwork officers have exercised their 11. PI❑ umbing repairs or additions myself [No workers' com'p. dght'of exemption per MGL 12:[]Roof repairs insurance required_]t c. 152, §1(4), and we have no employees. [No workers' li ❑ u comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing thcr"workers'compensation policy information. t Homeowners who submit this affidavit indicating they are domg all work and then hire outside contractors most submit a new affidavit indicating such. lrrnt -trns that check this box mist attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub•cont mctnrs have employees,they mustpruvidc their workers'comp.pobcy number. I am an employer that isproviding,workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: y Policy#or Self-.ins.Lic.#: Expiration Date: Job Site Address: city/ : 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 c�unalpenal&s of a fine up to$1,500.00 and/or one-year imprisomnent,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 oj the DIA fur insurance covera e verification. I do hereby certi under the�pains-and penalties of perjury that the information provided above is true and correct Date:. /L Phone Official use only. Do not write in is area, tb be completed by city or town official City or Town: PermitUcense# -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#: ti ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMrDfdYYYY) 09/14/2012 PRODUCER (781) 344-8578 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE C.L. Hollis Insurance Agency, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 27 Glen Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Stoughton MA 02072- INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A.CNA DIRT HEATING & AIR CONDITIONING DBA INSURER B:TWIN CITY FIRE P.O. BOX 666 INSURER C: INSURER D: BUZZARD BAY MA 02532- INSURER E COVERAGES 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 CONTRACTOR 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 PC1t.l(;I AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AOD'L TYPE OF INSURANCE POLICY NUMBER DATE MFE PRATE M I DD/Yl)N LIMITS LTR INBRD A GENERA LIABILITY 4017719112 09/12/2012 09/12/2013 EACH OCCURRENCE S 1,O50,000 COMMERCIAL GENERAL LIABILITY PREMISES Ea ocwrrTO Qnce $ 3D0,000 CLAIMS MADE FRI OCCUR / / / / MED EXP(Any one r-rsan) $ 10,000 PERSONAL&ADV INJURY $ 1,070,000 GENERAL,AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 21000,000 X I POLICY I I JECT F1 LOC A AUTOMOBILE LIABILITY 4016640007 05/04/2012 05/04/2013 COMBINED SINGLE LIMIT ANY AUTO (Ea acdoent) $ 1,000,000 ALL OWNED AUTOS / / / / BODILY INJURY S X SCHEOUlEO AUTOS (For parson) X HIRED AUTOS / / / BODILY INJURY $ X NON-OWNED AUTOS (Per accident PROPERTY DAMAGE $ (Per occIden1) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO / / / / OTHER THAN EA ACC S AUTO ONLY' AGG S EXCESS/UMBRELLA LIABILITY / / / / EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ y DEDUCTIBLE / / / / S RETENTION $ $ $ WORKERS COMPENSATIONAND 08wECxlc6573 09/13/2012 09/13/2013 X JTJ �IATI% OE?rii EMPLOYERS'LIABILITY ANY PRO PRIETORiPARTN9"AECUTIvE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUOEO?y 500,000 E.L.DISEASE-EA EMPLOYEE S It yes o6eCn0e under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S 500,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED 8Y ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION ( ) — (508) 790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED aEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT TOWN OF ELARNSTABLE FAILURE TO DO SO SHA"IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE BUILDING bEPT INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE — BARNS TABLE MA - ACORD 25(2001/08) ©ACORD CORPORATION 1988 1 NS028(0108).06 Paste 1 0,2 Commonwealth of Massachusetts Department of Public Safety Oil^Burner Technician Certificate ,, License: BU-104747. rs .vlN DAMES M DI�llE 151 GREATTE WAREHAI� 4 s 4��� Expiration. < r - Commissioner 04/03/2014 r art L, a Of ?' veld ,F Riede �•..ries�I� EPAI�T�einl ju WIF pA r Sept�rtib�Y3D,7893 Tech > TYN �RSAL CerK6&te Number Date PY�eldeYtt Val Tralnln�•Hly r , • - •. .' r ail .t � �� _ •„y 4 Y i .. § e A A°IV�AST R UNRESTRICTED F 3 4 w ISSUES THE ABQUE LICEN_SE fi0 -1 t 1 -E x T w . • •' `� ��, Uzi � � ,E �- y� ,� rF11r/kfi I N G "A/C � MA 0`r2534 000 5 h h t. 44i!. 103 04/28J13MICH 984557 _ F r ti `Town of Barnstable F . Regulatory SerAdees Thomas F.Geiler,Diirector 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 tivwwAown_bamdable_raa.us . Office: 508-862-4038 Fax: 508-790-623 Property Owner Must Complete and Sign This Section. If Using A Builder I � as Owner of the:nib'` + yam, .:6-mby authorizes —to act on my behalf, ia A z ga s i- to'-wor authorized by this bolding Permit application for. (A JdG�,ss of jo Zk Sat��re of darner ate j s tVAX Print Nam Homeotivriers Lire"L se Exc :pti_on Foxes aL th_e revers c sfe' =.- S 77°15'000, _E ' 75.00' . PATIO *~ N DECK - — - - 5.1ft - - - - - i - tij LOT 4 o _- _ __ - -. C) s _ - _ - - _- - - - - - - - - - - - - - - - - =- - - - -_-_-_- _- -- - =_ - - -_ _--_\_- - - Z - - - - _ - - — - -__ f p _- - - - -_-_- - -_- - - - - - _ .p 5.8ft - -- __ __ __ co l g 2ft = -_ 9 LOT 6 ,. 8ft ADDITION UNDER CONSTRUCTION .N? LOT 5 p� N r'r 77°15'0 I' o» w. ,. •, e. 75'00' r Tu DBE i AD ' . • p LOOD ZONE ,C F'O UNDA TION CERTIFICATION RES ZONE• RB 71DWM HYANMS SCALE- 1"=20 PLREF'• 99-125 ELEV N/A SETBACKS: 20'-10'10' YANKEE LAND w� S =aFo SURVEY -CO' INC-- I CERTIFY TO. THE BEST OF JfY.' �° P TEPH_ �-A 1p KIVOnE'OCE.. THAT THE.FOUNDATION o. M. .S J. 119 ROUTE ,149 00,&E M'SHOWN ON THE PLAN AS ' _37 �' MARSTONS MILLS, MA` 02648 IT EWTS ON THE CRO �ti �� i TEL 508-428-0055 FAX 508-420-5553 JOB DATE. 7/24/12 NUMBER 54704 • - t{y ` tf t � t '•� +��,.i. 1 �\ x,�i t,'fiJ ,t�'I�ft `s� l�.� k � '�'1 ,r F r' f /IAl nit ilk t r j��1'�� w�f..� \ �`,�'1`.�3 +r, � � tit�� � y��"� i •,a��.�bGy�n:.c?r t #s k Al a, \ Of r F?{ kT } 4 raYd6' li�'hii6 4t. � ��}}}y IIM�F .� _ • I �' � + y� 2 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel- Application Health Division Date Issued Conservation Division Q Application Fee . Planning _Dept. D p ' Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis — Y Project Street Address Villagey�i Owner SkKTY Address Y R0140 Telephone SM— 53�{ Permit Request "AW st ,TIZiM WOWS �* 0 A PO Square feet: 1 st floor: existing 0Pproposed 2nd floor: existing proposed 71 Total new Zoning District �{3 _Flood Plain Groundwater Overlay ; Project Valuation Construction Type Wb� N Lot Size w � Grandfathered: .0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. C/ Two Family 0 Multi-Family(# units) Existing of Age Structure g g / Historic House: ❑Yes J'�No On Old King s Highway: ❑Yes �NO Basement Type: d Full ❑Crawl ❑Walkout ❑ Other i Basement Finished Areas ft. ( q• ) . Basement Unfinished Area(sq.ft) Number of Baths: Full: existing9 new Half: existing new � Number of Bedrooms: existing new Total Room Count (not including baths): existing 6 new First Floor Room Count 6, Heat Type and Fuel: O Gas ❑ Oil ❑ Electric ❑ Other f Central Air: ❑Yes R(No Fireplaces: Existing / New Existing wood/coal stove: ❑ s �No Detached garage: ❑ existing ❑new size—Pool: ❑existing ❑ new size — Barn ❑ekisting dnev�PPsize— I Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size Other. s� " — I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ a ,o Commercial ❑Yes ❑ No 'If yes, site plan review# CD Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Namek Telephone NumberC.�-'� '- j��( Address JD)( Z License # Home Improvement Contractor' # Worker's Compensation'# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO tik SIGNATURE ��U / DATE �t Town of Barnstable * Regulatory Services * ' '1' I'E Thomas F. Geiler, Director 1659. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-110-6230 August 8, 2011 Mr. Mark Vollmer PO Box 64 Cotuit, MA 02635 vRe: 22 Studley Rd., Hyannis,MA . Dear Mr.Vollmer, The purpose of this letter is to confirm our conversation regarding the above referenced property. The project conflicts with the bulk regulations of an RB Zone which require a minimum side setback of 10';the setback on the proposed addition is 5.8'.The increase of a nonconformity requires a decision from the Zoning Board of Appeals. The application, as submitted, must be denied. If you have any questions, please contact this office. Sincerely, Paul Roma Local Inspector ,306 0/1 �oFTNETo�y TOWN OF BARNSTABL ■ , • BAUSTULE, i mum.°r' — a BUILDING INSPECTOR o Mar APPLICATION FOR PERMIT TO ....... Jq.4.(.-- .............. 4�. -IL''4: ................................................. TYPE OF CONSTRUCTION ..... �..... iM.l .........I....6` m.V ............................................ v ' ............ .. L ........19..�PS-- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following informatiori: Location ..4�T'.......5................. T'4f .. ,.h .. ....: ... :4!?:.a�........17�titf� ............................. Proposed Use ...........e . /..L-G......... `...Lr .-` f .................................................................................. ZoningDistrict ............. .. ......................................................Fire District ......................:....................................................... Name of Owner ... . .. ./,�?. ....... ...Q.G,12�4�. Address ..... .........��.y....��........ j Name of Builder .... ..L �Q.rtd...... ... !�//?..........Address ...... 4J..........C ........... ......... .. /S Nameof Architect ...(f...........:.......................:.....................Address ....................:................................................................ Numberof Rooms ................... .....................................Foundation ....... .......... ............................. Exterior ........G ....... ...............Roofing ........ ......................................... b Floors ............�,G.-A...........................................................Interior .................. ........ r�.�................. ......Plumbing . ./fib........ � -- Heating, .....:.... .�C �! h!:�..s'.:.::" /! e. .... Fireplace .......... ....................................................Approximate Cost ............,�� ..0..4?.................... Difinitive Plan Approved by Planning Board ________________________________19-------- . ,7 (D Diagram of Lot and Building with Dimensions ! o Lly r al '\9 t I hereby agree to conform to all the Rules and Regulations of the Town of stable re ing th a ve construction. Name ....... .. :...... ...... .. J Raymond�purque" �*� �"^ � / om6A - o�e cd�or�r* ' No —�.� -- Permit for ----—.——.---- � single fami:Ly dwelling -----...-----...------....--..---. � �� �ma� � Location ---___..�____,,________. ` _______.��mz��1o_____________..Raymond . ' ~~~^q~~Cwnar —.`.........~..^ -----^--------.. frame Tvpa of Construction .......................................... � . , . ----'---------- � "= "". | . . . . ! i "="' Dote Vq' � Date ~ Completed ' \ \JPERMIT ` | � . REFUSED 4 , — .. lA y ' | � —......./...:,........' —x``e�..y.� " ' � | —'_---.--.------..--.,--.—.--. � ' ~ ' � .-------.-----,~,,~__,.______. , � \ 4--------.—._--------------~. � � . ' Approved ---------'..,----- lQ - -------.---------.----.----.. ` � ................. � . n� THE. � TOWN OF BARNSTABLE Z BABBSTABLE, i "°9 DU11DING . INSPECTOR a t APPLICATION FOR PERMIT TO .......� ...... .i.t�. - ..................................................... n TYPE OF CONSTRUCTION ...., ..-,../,.FaA. .(L�!T19 O THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following inf motion: T..4lr..�G. ....... . Location ............ ?...,/.................... 4.......... ,1 �el!�%/.�.............. Proposed Use /.?�/. �......... l �,C�L,•/ . .............. .......................................:........................................ ZoningDistrict ............... .......................................................Fire District .............................................................................. i Name of Owner .. ... .. . /.. %;36 1.� ...Address .... . 1=';? .-j..~l.4/'GS Name of Builder ......44.�?f!;�5..........Address ....... efz ..... Nameof Architect ..................................................................Address .................................................................................... si Numberof Rooms ............... .......................................Foundation ......./12........ ..Oc�Q� ................................. Exlerior ....... ......���? l. j ........................Roofing .......... � �% 1�7 Floors t�. ............................................................Interior ...... ........... ... .......... �....................... .... Heatin � ..................................................Plumbing .......0 ...•••... ........... Fireplace ................�.> .. ...................................................Approximate Cost ........../,.. ... .........z...................... Difinitive Plan Approved by Planning Board ________________________________19________. //9`o Diagram of Lot and Building with Dimensions �� � G► Q ,fie hereby agree to conform to all the Rules and Regulations of th4TownB rnstable r ding e a v' construction. Name .... ..... ............ ...... .. . it �pn"rque, Raymond ' ^ ' rs ' ' - one story, ' Permit for .................................... ^ � Qsef==� weLling -------------------~------' � �t�dI�� ���� Location ---—---——------------' \ / Hyeouoza ` ---------------'----'------'' . � Owner Raymond ----q-- �---------------------- frame Type of Construction .......................................... ! _ -----^--------------------' � �� "- "�-�� " Plot ............................ 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REM.n GFAwEUl' Tcv6tt Cu4 cd(.lvl-J—�- 1 li I �DNG/tPCV•V I I � I I I • Bruce Devlin l/,l'."., PPNOVEn BYt PnwN OY Design@ atzulc 774r23\"773 D..22 SiugtEY 2U.u)--t iY u�N15,AAA. - - NAYNNO NNMOEiI �til oFs l 0 _ _ �� I •lo Q N u7 t i r N J JE OR OG,Iq 0 D O /� j %c I J. Nnr OJua1. 1 a,j O I� 3. : LOB e isn.r.ear.uue po aet-+ I / \ 711 Lz)oR',a>ia•mwc.�.aalnr¢- I(b) n'h"xr•c EkS i V 1 t IR�I r-LCOR Pl_1(N -oE CUN17 IZOUI3 Pl/(N(NE'w) T���- 1 paw �.Oy G�0.Vul6N -I N BE 0.(EYM$K/WCIC ' cV�.w.ccmR't0 valtu=Y FV_OlMa�tl6lONS ON 51>'E AnDITlO NS q,Al_TEP-A-RON.$ ecnu!,1�4":1 O" nwnoveo°v, °rwww -ruce Devlin o al2�lz IDesig>n o A� 774-23"773 22 STVOT-EY P0,10 FIwwwts,AAA. sI � 1 3- - I ' J 0 d C a W II ! - I � { ' •1<�W 9'q,9b Sr11f1�0'19 QI10+ —��� caar)Sam a-n naewrs/-,nOOD,e nitos rI fr P. 11 T p I i nI` — I I ILI, I snti 31-�.v41 atrz i ! r I 3,8V3 � —1_ _ j � - '' ! 3 5 Jay JJ�Ij O I A -- i 111 1 A T�. I Nn - !• I � � �I' � III �-I- I �I II it .I sti3uva 01�21' sa Av of - i I ,I � I � � I • I • tf . ♦A _ .\ _-_. ..—_._.._C2)In�Rlti4•'lUL¢InGE, ITI _ 2w8 44.JJT'S�N.bb,w-. - ,� � \� - _—__ .,._1.._— �_•_ a'Sw�wrH wS ou ix�o'Y TOP-6. . �,\. '� _. gsvuwT St�t•J4tt5 o `+�� ``��--!" SCiLI[).HI.00K\t! •\•.e ...____ .(ePUn Z 3Nu.1(tE$ '�A•�n(SIIXK'4-... —. -. \ \ I 10 _. 6v-wPfpV-11.0 elaro- — ln¢tA En —�1 � -Mfrw n4�o EnGE al /{y.211V5�1. .. .lWn� ulElt. 2 11 b}^m gta-T511"Oq- I�.B'F,a;6 c•1' SL ! e/q•'TaG bug IP I !� .. • 1' ! .. � 1.�0 eDIT<-T a•./vli VT - .��-. I � '. W i I ! +s i I �I bDTE_.I4ts.[s..tlilt.5 E%Isr1vS 2+f!c.�(,JST S- 2:20.IO4E i OLMowR_<-aal sY5 I I I 0 • 0 � I r-UIJNn.��til_y P�•([•I z.>sys.ai�wla�.(�err, !' B"[GK P.nub du 1:¢'•wO"lLK GTc'S 4g`eEl[i.V 4RME Ago[ttUNs-rk-�CTERhTIO.hf(! Bruce Devlin �°8: 4 aa• Designo 77423"773 2Z STuOCfl e'RCrtr� /,4 oZ J HPH NHRROW WHLL BRKINE METHOD FRHMING TIPS 'fill"A Nano,a wMa Bmcmg Method:s a simple.ntcbuJt salunan that alimvs builders to consuver - .gm-as nammv as 16 meha o-,to-do,, and door openings.Ill sus so check far J,u<essennal dmvLs when coast _g the APA Namoav Wall Bmemg Mcd,cd around garage openings. Far complete mlormadan on the APA Narrow WMII 15-mg ml h d and its appbmdons in tocauons other than the gang,please see APA publuaovn Nmmw u61Is fiat W.It.Famn D,120. - 1V lot ...ltx h Ih'ug I(, c veern d FVill t OR l'1F ,:• y•"-� Nail schedule rY ad common _ EXTERIOR 1 3•o.c. - _ VIEW OF GARAGE r(, OPENING • _ �p hvesolhing paver �kY 11 pact xtS� i"FLw - - 111 Sheothmg h�'{rd aetist7ty' mid hergh t -r A PA - ' .. - • - - -. - 8. Header Requirements for Wind Roof Span=t i•' Required capacity of connection ut each end of headers(Ibs.) - Windows =6'spam U%-1248 L-656 5. 'Windows =4'-spans U%= 832 L=437 I 3- Sill or Bottom Plat to Foundation Comcei o s(Ancho Bolts)Resistin¢Unlift Loads Exposure Cr Ce 1'n¢Joist Ton Plate Latelal and Sheer Connection Remo rements- U=Connector uplift load from Win - - - L=Connector lateral load(perpendicular to the wafl). G't CALCUI ATIONS A REOUIREME FOR WIND EXPOSURE C N lmher Of star es: •Q 8'End Zones-25 Interior Zones-29 Truss spacing=16' Wall height= B4O Number of 8d common nails or I Od box nails(toe nailed)(4) 1. Tabulated uplift and lateral connection requirements shall be permitted to be multiplied (L) side of the roof peak,the 4 foot perimeter edge zone anchment requirements shall be used.. I. Prescriptive limits are based on assumptions in Table A-3.2. us 3,4 By 0.75 and 0.92,re4spectively,for framing not located within 8 feet of building comers. 2. Tabulated 12 inch o.c.nail spacing assumes sheathing attached to mRer/truss framing 1.. prescriptive limits are based on ussumpt o in Table . 2. 'tabulated connection loads esstrre a building in Exposure C. Members with G greater than or equal to 0.49.For framing members with 0.421ess than and shear loads the maximtun 2. Tabulated connection requirements assmne a building located in.Exposure C. 3. Tabulated uplift requirements assume a roof and ceiling assembly dead load of 9 psf Or equal to G less than 0.4%the nail spacings shall be reduced to 6 inches o.c. 2. When anchor bolts'are used to resist uplift;lateral, (0.6 x 15 psf=9 pal). 3. Tabulated 6 inch o.c.nail spacing assumes sheathing attached to rfier/truss fanning L Sill Bolt PI re F d ti C cn Rau' u f Wind-Emosure C ' Anchor bolt spacing shall not exceed the Icsser of the tabulated.values for other 3. When ceiling Joists are installed parallel to rafters,the sum of the toenails in the . - L=6p If - Loads(Table A-3.2L�or lateral and sheer(pads(Table A-3.28).For other Rafter and ceiling joist shall equal of exceed the tabulated number of nails requ'ued. q. Tabulated uplift loads are specified for headers supporting mot assembly.When Members with G greater than of aqua to 0.49.For Imming members with 0.42 less tbass p tting,no more than 2 toenails shall be installed in each side of a rafter or Cellular uplift loads for headers supporting floor to Or equal to G less than 0.49,the nail spacings shall be reduced to 3 inches o.c. Dead Load"loopJoos:aoof/C-ding Assembly DL-IS psf,Wall D D 4. To avoids splitting, Calculating p pporting ads,the tabulated uplift loads shall NumberofsWries:- 2 Rout SPan=Z6 Anchor boll limitations seeSecliom 32.1.7 and 3.2.2.3. .. u=296 -� - S-418 R _ Ceiling joist when fastrncd to 2 x 4 top plate 3 toenails in each side when fastened Be permitted to be reduced by 30 plf times the header span for each full wall above. 4. Tabulated 4 inch o.c.neil spacing assumes sheathing attached to rafter/mtss framing with 4. Tmss Framine to Wall Connection Requirements for Wind Loads Too 2 x 4 top plate or 3 toenails in each side when fastened to a 2 x 6 top plate. . - G greater than or equal to 0.49.For framing members with 0.42 less than or equal to G u eomector uplift load es- 9. W indowSill Plate Connection Reouirements Less than 0.49,the nail spacings shall be reduced to 3 inches o.c. L Clone—Iamml load(papeaamutar to the wal0. ti I ft Strap Connection Reouirement (Roof to Wall Wall-to Wall and Wall•to Well 1 2 5. Tabulated nail spacings assume a building located in Exposure,C. S - Cooaeetar shegsr load(parallel to the wale. Truss spacing=l6" - Roofspm=29' Foundation R - LAV for wind lic,,odieular to Ibe ridge and WA.for wind pa..11.1 to the ridge, 3,4 1 _ Required Lateml Capacity of Correction at cull end of Window Sill Plate(Ibs.) Where W is the bulldiag width and L is the build'mglrngth 1,2,3,4 Wall Sheathing and Cladding Attachment Reguiremenis.Structural Sheathine U=554 L-291 Sin 129R Framing spaces-16" Roofspsa- 6'span=656 4'spon=437 4,5 • Anchorage required to resist to"c loads slug be detumined in the fomdadw design Number of 8d common nails or l0d box nails ht each end of 1 V.x 2 gage strap- (6) Maximum Nail Spacing for gall CoOmmon Nails or 10d.Box Nails(inches,o.c) Per Seat,1.1.4. -U = Connector uplift load. '1. Tabulated island connection requirements shall be permitted to be multiplied by Sheathing location 1-interior zone,spacing of rfters-16" E-6 F=12 1. prescriptive limits me based on assumptions in Tble 3,4. 0.92 for fmrnfng not located within 8 feet of building corners. I. Tabulated uplift and lateral loads shall be perauned to be multipged by 0.75 pod 0.92, L Corrector lateral load(perpendicular to We wall). 2 Tabulated uplift requirements assume a building located in Exposure C. 2. Tabulated connection loads assume a building located in Exposure C. E "Nail spacing at panel edgy(in.) Respectively,for fram not ing located within a feet ofbuildiog cornea S - Connector shear load(parallel to the wall). R = LW for wind perpendicular to the ridge and W/L for wind parallel to the 3. Tabulated uplift requirements assume a roof and ceiling assembly dead load of 9 psf F -Nail spacing at intermediate supports in We panel field(ia) of 9 psf(0.6 x 15 Ridge,where W is the building width and L is the building length Number x 15 ps f).If a ceiling assembly is not connected to the a assembly,the tabulated 0. Roof Sheathine Attachment Requirements 2. Tabulated uplift loads assume a roof and ceiling assembly dead load Number of nails shall be increased by I m Strap. nail at each end of the strap. 1. For wall sheathing within 4 feet of the comers,the 4 foot perimeter edge zone Psf-9 psf). Tabulated uplifts and lateral loads shall be pertained to be multiplied by 4. Minimum ASTM A653 Grade 73 steel strap.. Maximum Nail Spacing for 8d Common Neils or 1 Od Box Nails(inches,o.c.) Attechmrntsrequire4ments stall be used. 3. Tabulated shear copocity requirements assume ell coal is are sheathed in aecordence(vial 1. P -1, 1 2. Tabulated 12 inch o.c.nail spacing assumes sheathing amched to stud flaming 0.75 and 0.92,respectively,for framing not located within 8 feet of Top and Bottom Plate to Stud Lateml L'OM<etian5 Sheathing location -interior zone,spacing of rafters-16" 5 Members with G greater than or equal to 0.49.For framing members with 0.42 less than Section3.4.4.2. Building corners. Or other wall sheathing types the lbutted shear capacity of the come"lion shall be 1,2,3: Maximum mil spacing for Bd Common Nails of lOd Box Nails)inches,o.c.) Or equal to i less thin it spacing the nail spacings shall be reduced to 6 inches o.c. Divided by the lipproriate sheathing type adjustment factor in This 3.17 D. 2• Tabulated building loads assume a building located in Exposure C. Stud spacing=number o Weal]height 4 g' E=6 F=12 3. Members Tabulated 6 inch o.c.nail than o equal sheathing attached a betsrafte with Framing 1 Members with G greater Wall or aqua!to 0.49.For framing members with 0.42 less than Required number of 16d common nails or 4Gd box nails per connection pIf (3) Or equal to G less than 0.42,the nail spacings shall be reduced to 4"o.c. Tabulated building loads assume a reduced of and ceiling assembly Sheathing location-ngfor 8er edge zone,spacing of rafters-I6( 5 4• For exterior panel siding,galvanized box nails shall be permitted to be substituted for • 3. 1. Prescriptive limits are based o¢assttmtions th Table A-3.5. - Dead load of 9 psf(0.6 x 15 Psf=9 Psf). Maximum nail spacing For 8d Common Nails or IOd Box Nails(inches,o.c.) 2. 518 An ho Bolts Sill PI t t F e i C n i s R 'si R Shwr Lands firom_w=d 2. Tabulated 6nming loads and comcction requirements shall be permitted to be multiplied E=6 F=6 Common mils. I X3, 4 Tabulated uplift loads ore specified for roof-[o-wall connections.When By 0.92 for franing not located within 8 feet of comers. 4 q 5. Tabulated nail spacings assume a building is located in Exposure C. Calculating aplfft lass ll for waft-to- ,It or wall-to-foundation conamdom 3. Tabulated framing loads assume a building located in Exposme C. Gable etdwall rake with lookout block E4 F4 Number of stories: 2. Number of Bolts Acquired in Sherwalt Line III tabulated uplift values shall be permitted to be reduced by 60 plf(0.60 x 99 E=Nail spacing at panel edges(in.) • Anchorage required to resist lateral loads shall be deteretrirad in the touadmim design pIf)for each full wait above. F-Nail spacing at intermediated supports in the panel field(in.) Per Section 1.1.4. - 1. For rapt shea0ting within 4 feet of the perimeter edge of the mot,including 4 feet on each 1. Prescriptive limits are based on assumtions in Table A-32. -- 2• Anchor bolts shall be uniformly distributed along the length of the shear wall line.and In no me shall the anchor bolt spacing exceed 30 inches on cent.For other anchor bolt Limitations sea Section 3.2.1.7. 1 ' I ;, Sill plates are assumed W be treated Southern Pine. - ^= �� Bitola �evliri, iapar. eetue:NTS_ '�DPO tuww ev n .o 774-2-A . .773 POAD-01+%t,N6:11S tiA.i,----- Rn.waeaNaaraEa n l rk . ..:�.. . . .. .... . . . ..... 1 �1 • r a .�:. ..........o, . qj g SO OM 10 ATIQW �e / ]J i .rr .... • r � 1 a 7 1 f' .4.r......�..,,,, id u V / , Ft V,�41 ........ .. 'CC S .. ..... _... ...... ... qj NVYd / i� � � �� �